1753 MARITIME OAK DR - TRUSS V
Building Component Supply, Inc.
4627 J.P. Hall Blvd. Suite 208
B CS ELE COPY Green Cove Springs, FL 32043
Tel: (904) 297-9390
Re : 7036 Date: 05/25/15
Site Information: Project Customer: Toll Brothers Model Name :The Catalin
Lot/Block: 101 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: FBC2010/TP12007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 60.0 psf
Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph
This package includes 126 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# No. Date Truss ID# Seal# I No. Date Truss ID# Seal# 1
1 05/22/15 CJO1 A0029610 23 05/22/15 EJ12 A0029632
45 05/22/15 FT03 A0029654
2 05/22/15 CJO2 A0029611 24 05/22/15 EJ13 A0029633 46 05/22/15 FT39 A0029655
3 05/22/15 CJO2A A0029612 25 05/22/15 F01 A0029634 47 05/22/15 FTGO1 A0029656
4 05/22/15 CJ03 A0029613 26 05/22/15 F02 A0029635 48 05/22/15 FTGO2 A0029657
5 05/22/15 DO1 A0029614 27 05/22/15 F03 A0029636 49 05/22/15 FTGO3 A0029658
6 05/22/15 D02 A0029615 28 05/22/15 F04 A0029637 50 05/22/15 FTGO4 A0029659
7 05/22/15 EJ01 A0029616 29 05/22/15 F05 A0029638 51 05/22/15 FTGO5 A0029660
8 05/22/15 EJ02 A0029617 30 05/22/15 F06 A0029639 52 05/22/15 FTGO6 A0029661
9 05/22/15 EJ04 A0029618 31 05/22/15 F07 A0029640 53 05/22/15 FTGO7 A0029662
10 05/22/15 EJ05 A0029619 32 05/22/15 F08 A0029641 54 05/22/15 HJO1 A0029663
11 05/22/15 EJ06 A0029620 33 05/22/15 F09 A0029642 55 05/22/15 HJO3 A0029664
12 05/22/15 EJO6A A0029621 34 05/22/15 F10 A0029643 56 05/22/15 HJO4 A0029665
13 05/22/15 EJO6B A0029622 35 05/22/15 FG02 A0029644 57 05/22/15 HJO5 A0029666
14 05/22/15 EJO6C A0029623 36 05/22/15 FGE01 A0029645 58 05/22/15 HJO6 A0029667
15 05/22/15 EJ06T A0029624 37 05/22/15 FGE02 A0029646 59 05/22/15 TO1 A0029668
16 05/22/15 EJO6TA A0029625 38 05/22/15 FT01 A0029647 60 05/22/15 T02 A0029669
17 05/22/15 EJ07 A0029626 39 05/22/15 FT02 A0029648 61 05/22/15 T03 A0029670
18 05/22/15 EJ08 A0029627 40 05/22/15 FT03 A0029649 62 05/22/15 T04 A0029671
19 05/22/15 EJ09 A0029628 41 05/25/15 FT04 A0029650 63 05/22/15 TO5 A0029672
20 05/22/15 EJO9A A0029629 42 05/22/15 FT05 A0029651 64 05/22/15 TO6 A0029673
21 05/22/15 EJ10 A0029630 43 05/22/15 FT06 A0029652 65 05/22/15 T07 A0029674
22 05/22/15 EJ11 A0029631 44 05/22/15 FT07 A0029653 66 05/22/15 T08 A0029675
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 My license renewal date for the state of Florida is February 28,2017.
provided by Building Component Suppy.Inc.in Green Cove Springs,FL.
\\\1111111/1/7
Note:The seal on these drawings indicate acceptance of \\\ \vS S'K /,i,
professional engineering responsibility solely for the truss \ �J • '\-\G SF'<�A<\
components shown.The suitability and use of this component * *,;
for any particular building is the responsiblity of the building 5/26/2015 _ 34869 _
desinger,per ANSI/TPI-1 Section 2. _ ( ` '• : Q.'
_73 • : W=
:::_0 STATE OF
F ?•••. CORID .•'�\\0•
//' 0�'/iO N A\- � \\, 1
1109 COASTAL BAY
Page 1 of 2 BOYNTON BC, FL 33435
Building Component Supply, Inc.
BCS 4627 J.P. Hall Blvd. Suite 208
Green Cove Springs, FL 32043
:; :ca3CDM,P]'.ESTuJPP.v.IBC. Tel: (904) 297-9390
Re : 7036 Date: 05/25/15
Site Information: Project Customer: Toll Brothers Model Name :The Catalin
Lot/Block: 101 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 8 Design Loads (Individual Truss Design Drawings Show
Special Loading Conditions):
Design Code: FBC2010/TP12007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 60.0 psf
Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph
This package includes 126 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# No Date Truss ID# Seal# No. Date Truss ID# Seal#
67 05/22/15 T09 A0029676 89 05/22/15 T30 A0029698 111 05/22/15 T5OD A0029720
68 05/22/15 T10 A0029677 90 05/22/15 T31 A0029699 112 05/22/15 T5OE A0029721
69 05/22/15 T11 A0029678 91 05/22/15 T32 A0029700 113 05/22/15 T5OF A0029722
70 05/22/15 T12 A0029679 92 05/22/15 T33 A0029701 114 05/22/15 T5OG A0029723
71 05/22/15 T13 A0029680 93 05/22/15 T34 A0029702 115 05/22/15 T51 A0029724
72 05/22/15 T14 A0029681 94 05/22/15 T35 A0029703 116 05/22/15 T52 A0029725
73 05/22/15 T15 A0029682 95 05/22/15 T36 A0029704 117 05/22/15 T53 A0029726
74 05/22/15 T16 A0029683 96 05/22/15 T37 A0029705 118 05/22/15 T54 A0029727
75 05/22/15 T17 A0029684 97 05/22/15 T38 A0029706 119 05/22/15 T55 A0029728
76 05/22/15 T18 A0029685 98 05/22/15 T40 A0029707 120 05/22/15 T56 A0029729
77 05/22/15 T19 A0029686 99 05/22/15 T41 A0029708 121 05/22/15 T57 A0029730
78 05/22/15 T20 A0029687 100 05/22/15 T42 A0029709 122 05/22/15 T58 A0029731
79 05/22/15 T21 A0029688 101 05/22/15 T43 A0029710 123 05/22/15 T59 A0029732
80 05/22/15 T22 A0029689 102 05/22/15 T44 A0029711 124 05/22/15 T60 A0029733
81 05/22/15 T23 A0029690 103 05/22/15 T45 A0029712 125 05/22/15 T61 A0029734
82 05/22/15 T23A A0029691 104 05/22/15 T46 A0029713 126 05/22/15 T62 A0029735
83 05/22/15 T24 A0029692 105 05/22/15 T47 A0029714
84 05/22/15 T25 A0029693 106 05/22/15 T48 A0029715
85 05/22/15 T26 A0029694 107 05/22/15 T49 A0029716
86 05/22/15 T27 A0029695 108 05/22/15 T50A A0029717
87 05/22/15 T28 A0029696 109 05/22/15 750B A0029718
88 05/22/15 T29 A0029697 110 05/22/15 T50C A0029719
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
•• �• ` My license renewal date for the state of Florida is February 28,2017.
provided by Building Component Suppy,Inc.in Green Cove Springs,FL. --=•,
Note:The seal on these drawings indicate acceptance of /\\\\\\I I I I I//,77
professional engineering responsibility solely for the truss 5/26/2015 \\\ 3S S•is ii,
\
components shown.The suitability and use of this component `\ J�'\' GENS . • ///
for any particular building is the responsiblity of the building �\ F
desinger,per ANSI/TPI-1 Section 2. - * `i 34869
_ I •! : (2
—)0 • : Lu
STATE OF �
/ . 1.0RIDP••' 0�
i
/,ii ICINA` � \ \ ■
0/H11110`
Page 2 of 2 1109 COASTAL BAY
BOYNTON BC, FL 33435
�5 Truss Truss Type CRY Ply ,
7036 FOt Floor 1 1 Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 3 2015 MiTek Industries,Inc. Mon May 25 t:OE 2%1M apt
ID:21jojrOBnOLP6dvHge0718zGwi -b DtKZUtR EdNtdOvsPFTUs
0-1-8
130 a 1-005 0-118
Scale:3/4'=1'
1.5x3 I I 1.5x3 I I
1 2 3 4 5 6
Ti
1
13 , — 14
w.• 1. ,62 1.5x3=
11 10 9 8
0-5-0(0-1-8) 0-3-8(0-1-8)
1411-Z 51 5 10-1-2
4-1-8 ,4-5-104-9-13 8-11-5 I
4-1-8 '0-4-2 0-4-2 4-1-8
Plate Offsets(X,Y)-- [6:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.02 10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.04 10-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:50 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) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 12=515/0-5-0 (min.0-1-8),7=515/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 12-13=-508/0,1-13=-507/0,7-14=-508/0,6-14=-507/0,1-2=-463/0,2-3=-930/0,3-4=-930/0,4-5=-930/0,5-6=-463/0
BOT CHORD 11-12=0/26,10-11=0/831,9-10=0/930,8-9=0/831,7-8=0/26
WEBS 1-11=0/594,2-11=-512/0,2-10=-1/251,3-10=-106/2,6-8=0/594,5-8=-512/0,5-9=-1/251,4-9=-106/2
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
Job Truss Truss Type Qty Ply ,
A0029369
7036 F02 Floor 1 1
Job Reference(optional) ,
BuM rp Component Supply,Green Cove Springs.FL Run:7.620 a Apr 30 2015 Print 7.820 a 30 2015 MiTek Industries,Mc.Mon y 25 6: 2015�ipe 1
ID:2fjojr0BnOLP6dvHge0718z 3oEb4ga6ek10(my3A]Q5yS0cCw HIIc7YTltdQhlz OD pU
0.14
I—I I
1-3-0 I I 1-2-5 I
Scale-1:12.8
1 2 3 4
T1
: , \ ,
11.1111 -11 ii 12
WM 1.5 . 1.5x3=4.
9 8 7 6 "
�, 1.5x3 I 1.5x3 I I
0-5-0(0-1-8) 0-3-8(0-1-8)
10-1-2 10-1-2
395/110# 2-10-8 3-5-10 , 4-0-13 6-11-5 395#/0#
2-10-8 0-7-2 0-7-2 I 2-10-8 '
Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,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 0.45 Vert(LL) -0.02 8-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.03 8-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:39 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) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=395/0-5-0 (min.0-1-8),5=395/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 10-11=-384/0,1-11=-384/0,5-12=-384/0,4-12=-384/0,1-2=-316/0,2-3=-579/0,3-4=-316/0
BOT CHORD 9-10=0/20,8-9=0/579,7-8=0/579,6-7=0/579,5-6=0/20
WEBS 1-9=0/403,2-9=-357/0,2-8=-63/112,4-6=0/403,3-6=-357/0,3-7=-63/112
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
-Tb Truss Truss Type —OW— 'Ply )
A0029370
7036 F03 Floor 8 1
Buidng Component Supply,Green Cove Springs.FL — Job Reference(optional) '
Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MMTek Industries,Inc, Mon May 25(10:39 2015 1
ID:2yojrOBn0LP6dvHge0718zGwiq-3oEb4ga6eKKXmy3A]Q5yS0dewxSi)jY hdQh U
0-1.8
H I
1-3-0 1 t 7� Seale=ta5.5
1.5x3 1 3x6=
1 2 3 4 5
_ T7
A I A
.1 N.11116111/ —
-X r 72
W
��� •,
10 9 8 7 USP-THD46
1.5x3 501$110#
0-3-8(0.1-8)
1e-5 /ox 10-1-2
2-10-8 3-8-2 4-5-12 8-7-4
2-10-8 1 0-9-10 I 0-9-10 4-1-8
Plate Offsets(X,Y)— [2:0-1-8,Edge],[8:0-1-8,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 0.42 Vert(LL) -0.05 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.08 7-8 >999 240
BCLL 0.0 Rep Stress Ina YES WB 0.28 Horz(TL) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:47 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) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=495/0-3-8 (min.0-1-8),6=501/Mechanical
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 11-12=-481/0,1-12=-480/0,5-6=-496/0,1-2=-436/0,2-3=-837/0,3-4=-837/0,4-5=-444/0
BOT CHORD 10-11=0/25,9-10=0/837,8-9=0/837,7-8=0/789,6-7=0/0
WEBS 5-7=0/591,1-10=0/559,4-7=-480/0,2-10=-545/0,4-8=-31/225,2-9=-8/130,3-8=-82/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
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)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
'Job Truss - iTruss Type Qty Ply
A0029371
7036 F04 Floor 1 1
p Supply. p ID:2 Apr 30 sApr302 2015 _
- I Reference Component Green Cove Springs,-s,FL Run:7 620 s 7.620 s Apr 30 2015 Mi7ek Industries,Inc. Mon May 25 0:50:39 2015 aagep 1
11 ge0718zGwiq-3oEb4ga6ekKXmy3AjQ5ySOc5w djuYThdQhLzDOpU
0-1-8
I--I I 1-3-0 I 1-6-8 —� 9-1-8
Scale=1:13.3
1 2 3 4
/ '
Ti _
KM MB
11 — IJn1.5x3= Y ap.
wv ...
B,
9 8 7 6
16x3 I I 1.5x3 I I I'
0-3-8(0-1-8) 0-3-8(0-1-8)
10-1-2 10-1-2
416#/0# 2-10-8 -__ 3-7-12 4-5-0 7-3-8 416#/0#
I 2-10-8 0-9-4 0-9-4 2-10-8
Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.03 8-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.03 8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:40 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) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=416/0-3-8 (min.0-1-8),5=416/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 10-11=-405/0,1-11=-404/0,5-12=-405/0,4-12=404/0,1-2=-340/0,2-3=-626/0,3-4=-340/0
BOT CHORD 9-10=0/21,8-9=0/626,7-8=0/626,6-7=0/626,5-6=0/21
WEBS 1-9=0/433,2-9=-390/0,2-8=-52/111,4-6=0/433,3-6=-390/0,3-7=-52/111
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
Job toss Truss T
A00293721
7036 F05 Floor 4 1
Buia' Component 'Job Reference(optional) ,
P Supply.Green Cove Spings FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:50:39 2015 rage 1
ID:2ljojrOBnOLP6dvHge071 BzGwiq-3oEb4ga6ek KXmy3AjQ5yS0apwtTHOYThdQhLzDOpU
0-1-8
H I— 1-3-0 I 1-11-8 0-1-8
SCele=1:23.0
4x8= 4x6--
1.5x3= 1.5x3 I I 1.5x3
1 2 3 4 5 6 7
oil wax MI
18 1 MM 17
14 13 12 11 10 9 M
4x8= 1.5x3 I I 4x8=
038(0-1-8) 0-3-8(0-1-8)
8169 816#/0#
10-1-2 10-1-2
6-7.8_ I 7-7.4 I 8-7-0 I 13-114
6-7-8 041-12 0-11-12 5-4-8
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[7:0-1-8,Edge],[12:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.15 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.24 12-13 >694 240
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:72 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.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=816/0-3-8 (min.0-1-8),8=816/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 15-16=-805/0,1-16=-804/0,8-17=-810/0,7-17=-809/0,1-2=-804/0,2-3=-1881/0,3-4=-2283/0,4-5=-2283/0,5-6=-1873/0,6-7=-806/0
BOT CHORD 14-15=0/42,13-14=0/1494,12-13=0/2192,11-12=0/2283,10-11=0/2283,9-10=0/1483,8-9=0/42
WEBS 1-14=0/1036,2-14=-960/0,2-13=0/539,3-13=433/0,3-12=-82/384,4-12=-169/0,7-9=0/1039,6-9=-941/0,6-10=0/551,5-10=-647/0,5-11=-33/198
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
Job Truss Truss Type Qty 'Ply
A0029373I 11 1
7036 FOS
Building Component Supply,Green Cove Springs,FL Floor Run:7.6D:2ljojjrrOBnOLP6dvHge07t 8zGrwiq-3oEb4gaa6ekKXmy3AjQ5ySOVewgBIc4YThdQhLzDO U
0 s 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:50:392015 1
0-1-8
H I 130 I I 1-7-8 I 0-71$
Scale=1:28.8
4x6= 4x6
1.5x3= 1.5 x 3 I I 1.5 x 3 I I 3x6 FP 1.5x3-
1 2 3 4 5 6 7 8 9 10
T2■ ���∎ -T2
21-ti�� � _--:�, 22 lop
■n MILL MO �_∎P - Met WO∎ nN
►Z4 0
4� 19 18 17 16 15 14 13 12 a
4x6= 3x8 MT2OHS FP 4x6=
0-3-8(0-1-8) 0-3-8(0-1-8)
1021#/0# 1021#/0#
10-1-2 10-1-2
6-7-8 7-5-4 8-3-0 17-4-8
6-7-8 0-9-12 0-9-12{ 9-1-8
Plate Offsets(X,Y)— [1:Edge,0-1-8],[2:0-1-12,Edge],[3:0-1-12,Edge],[9:0-1-12,Edge],[10:0-1-8,Edge],[13:0-1-12,Edge],[15:0-1-8,Edge],[16:0-1-8,Edge],[18:0-1-12,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 0.93 Vert(LL) -0.25 14-15 >807 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.45 14-15 >456 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:90 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 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, Except:
WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:15-16,14-15.
REACTIONS. (lb/size) 20=1021/0-3-8 (min.0-1-8),11=1021/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 20-21=-1015/0,1-21=-1014/0,11-22=-1013/0,10-22=-1012/0,1-2=-1044/0,2-3=-2512/0,3-4=-3531/0,4-5=-3531/0,
5-6=-3531/0,6-7=-3388/0,7-8=-2528/0,8-9=-2528/0,9-10=-1039/0
BOT CHORD 19-20=0/52,18-19=0/1935,17-18=0/3068,16-17=0/3068,15-16=0/3531,14-15=0/3604,13-14=0/3082,12-13=0/1932,
11-12=0/52
WEBS 1-19=0/1348,2-19=-1239/0,2-18=0/802,3-18=-774/0,3-16=0/815,4-16=-359/0,10-12=0/1341,9-12=-1242/0,9-13=0/829
,7-13=-771/0,7-14=0/426,6-14=-316/0,6-15=-331/310,5-15=-145/113
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
Truss ;TrussType Oty IN ,
(Floor 2 1 A0029374 1
7036 F07 ] I
Job Reference(optional) _L_ ,� J
Buidip Component Supply,Green Cove Springs,FL - Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Welt Industries,Inc. Mon May 25 08:50:40 2015 Page 1
I D:2IjojrOBnOLP6dvHge0718zGwiq-X_ozlObkP2SOTxXFkRxKUgYhXKB1 U3VhhLNzDozDOpT
0-1-8
H f
1-3-0 1-1-4 { 1-7-8 0-1-8
Scale=1:35.6
1.5x3- 4x6=
1.5x3= 1.5x3 I. 1.5x3 I I 6x8= 3x6 - 4x6= 1.5x3 1.5x3 I 3x6 FP= 1.5x3=
1 2 3 4 5 6 7 8 9 10 _- 11 12 13
2.-,I FAIIIL6 II Wr �:� z9 27 '• .ri��:-► rAilli\-11111111 .AIIII\lharistraii
III ►t
26 25 24 22 21 20 19 18 17 16 15
1.5x3 I 4x6 - 3x8 FP= 4x8= 4x8=
0-3-8(0-1-8) 0-3-8(0-1-8)
1570#/0# 1002#/0#
2-8-12 10-1-2
10-1-2
1-7-8 2-2-2 2-10-64-1-44-2.12 10-8-12 11-6-8 12-4-4 21-5-12
1-7-8 0-6-10 0-i-10 0.18 6-6-0 0-9-12 0-9-121 9-1-8
0-6-10 1-2-14
Plate Offsets(X,Y)-- [4:0-2-4,Edge],[12:0-1-1 2 Edge],[13:0-1-8,Edge],[16:0-1-12,Edge],[18:0-1-8,Edge],[19:0-1-8,Edge],[20:0-1-8,Edge] [24:0-1-8,Edge],[25:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 1 Vert(LL) -0.19 17-18 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.34 17-18 >604 240
BCLL 0.0 Rep Stress Ina YES WB 0.70 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC201O/TPI2007 - (Matrix) Weight:113 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat)*Except` TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except
Ti:2x4 SP No.1(flat) end verticals.
BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 14=964/0-3-8 (min.0-1-8),23=1570/0-3-8 (min.0-1-8)
Max Horz 14=-2249(LC 4),23=2249(LC 4)
Max Gray 14=1002(LC 4),23=1570(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 26-27=0/64,27-28=0/64,1-28=0/64,14-29=-995/0,13-29=-994/0,1-2=0/203,2-3=0/203,3-4=0/203,4-5=-807/382,
5-6=-2305/0,6-7=-3380/0,7-8=-3380/0,8-9=-3380/0,9-10=-3293/0,10-11=-3293/0,11-12=-2471/0,12-13=-1020/0
BOT CHORD 25-26=0/0,24-25=-203/0,23-24=-814/0,22-23=-2761/0,21-22=-941/0,20-21=-941/0,19-20=0/696,18-19=0/1131,
17-18=0/1274,16-17=0/963,15-16=-461/131,14-15=-2198/0
WEBS 4-23=-1607/0,1-25=-270/0,2-25=0/40,4-24=0/803,3-24=-321/0,4-22=0/1460,5-22=-1301/0,5-20=0/882,6-20=-866/0,
6-19=0/961,7-19=-448/0,13-15=0/1317,12-15=-1217/0,12-16=0/801,11-16=-741/0,11-17=0/402,9-17=-285/14,
9-18=-480/262,8-18=-126/205
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Non Standard bearing condition. Review required.
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)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job "Truss Truss Type i Qty 'Ply r
A0029375
7038 F08 Floor 1 1 ,
Job Reference(optional) ,_
Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:50:40 2015 Page 1
I D:2ljojr0BnOLP6dvHge0718zGwiq-X_ozlObkP2SOTxXFkRxKUgYhAKDzU3hhhLNzDozDOpT
0-1-8
1-3-0 1-3-11 1-6-9 0-1-8
Scale=1:35.6
1.5x3-- 4x6
1.5x3- 1.5x3 3x6 4x6= 1.5x3 I I 1.5 x 3 I I 3x6 FP= 4x6= 1.5x3--
1 2 3 4 5 6 7 8 9 10 11 12 13
27 'N- �I i/&,./44 Ail\ 1 : iIiL4Jj! 28 1
25 24 t ` 22 21 20 19 18 17 18 15
1.5x3 • 3x6 3x6 - 4x6= 3x6 FP= 4x6= 4x6=
0-7-12(0-1-8) 0-3-8(0-1-8)
1469#/0# 1083#/0#
10-1-2
1-7-8 2-352-111-3 10-9.11 11111512.4-41 215-12
i 1-7-8 0-7-13 0-1-8 7-9-0 0-9-4 0.9.4 9-1.8
0-7-13
Plate Offsets(X,Y)-- [13:0-1-8,Edge],[18:0-1-8,Edge],[19:0-1-8,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 0.88 Vert(LL) -0.20 17-18 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.35 17-18 >627 240
I
BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:114 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 14=1065/0-3-8 (min.0-1-8),23=1469/0-7-12 (min.0-1-8)
Max Horz 14=-2713(LC 4),23=2713(LC 4)
Max Grav14=1083(LC 4),23=1469(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 25-26=0/14,26-27=0/14,1-27=0/14,14-28=-1075/0,13-28=-1074/0,1-2=0/77,2-3=0/77,3-4=0/387,4-5=-1910/0,
5-6=-3223/0,6-7=-4036/0,7-8=-4036/0,8-9=-4036/0,9-10=-3708/0,10-11=4708/0,11-12=-2731/0,12-13=-1111/0
BOT CHORD 24-25=0/0,23-24=-387/0,22-23=-1772/0,21-22=-463/327,20-21=-463/327,19-20=0/991,18-19=0/1323,17-18=0/1308,
16-17=0/865,15-16=-738/0,14-15=-2658/0
WEBS 1-24=-103/0,2-24=-164/0,3-24=0/400,4-23=-1579/0,4-22=0/1212,5-22=-1133/0,5-20=01742,6-20=-698/0,6-19=0/760,
7-19=-343/0,13-15=0/1435,12-15=-1334/0,12-16=0/919,11-16=-853/0,11-17=0/506,9-17=-406/0,9-18=-299/426,
8-18=-196/112,3-23=-373/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Non Standard bearing condition. Review required.
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)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
:fob Truss - Truss Type 'Qty Ply
A00293761
7036 F09 Floor 2 1 J
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 Mi7ek Industries.Inc. Mon May 25 08:50:41 2015 Page 1
ID:2ljojrOBnOLP6dvHge0718zGwiq-?ALMVMcMAMaF556S18SZ1 t5uJkbGDUNgw?6WIEzDOpS
130 H 1-_11-8 0-t1-8
Scale=1:33.3
1.5x3 I I 4x6--
5x6= 4x6= 3x8 FP= 1.5x3 1.5x3 4x8= 1.5x3=
1 2 34 5 6 7 8 9 10 11 12
1 /1VN ra-wAigrAwigril 24 A I.-
.
1 2 -2222SH422 21 20 19 18 17 16 15 14 n
4x6= 4x6= 3x12 M18SHS FP= 4x6=
4x6 --
0-3-8(0-1-8)
119971/0#
10-1-2 10-1-2
9-3-0 10-2-12 11-2-8 20-4-0
9-3-0 0-11-12 0-11-121 9-1-8
Plate Offsets(X,Y)-- [1:Edge,0-1-8),[12:0-1-8,Edge],[14:0-2-8,Edge],[18:0-1-8,Edge],[19:0-1-8,Edge],[22:0-2-4,Edge],[23:Edge,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.34 18-19 >712 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.59 18-19 >407 240 M18SHS 244/190
BCLL 0.0 Rep Stress Ina YES WB 0.78 Horz(TL) 0.10 13 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:106 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except
T2:2x4 SP No.1(flat) end verticals.
BOT CHORD 2x4 SP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B2:2x4 SP No.1(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 23=1205/Mechanical,13=1199/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-23=-1194/0,13-24=-1190/0,12-24=-1188/0,1-2=-1236/0,2-3=-3148/0,3-4=-3148/0,4-5=-3148/0,5-6=-4349/0,
6-7=-4963/0,7-8=-4963/0,8-9=-4963/0,9-10=-4303/0,10-11=-3100/0,11-12=-1239/0
BOT CHORD 22-23=0/0,21-22=0/2315,20-21=0/3887,19-20=0/4755,18-19=0/4963,17-18=0/4725,16-17=0/3831,15-16=0/3831,
14-15=0/2316,13-14=0/61
WEBS 1-22=0/1645,2-22=-1501/0,2-21=0/1131,3-21=-42/2,5-21=-1005/0,5-20=0/643,6-20=-565/0,6-19=-129/665,
7-19=-303/22,12-14=0/1600,11-14=-1499/0,11-15=0/1090,10-15=-1016/0,10-17=0/657,9-17=-587/0,9-18=-99/692,
8-18=-314/9
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)Refer to girder(s)for truss to truss connections.
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)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
rJ b ,Truss /Truss type - Qty Pfy
1I 7036 'F10 'Floor 5 1 , A0029377
l i _ I Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 a Apr 30 2015 Print 7620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:50:41 2015 age 1
ID:2ljojr0in0LB P6dvHge0718zGwiq-?ALMVMcMAMaF556SI8SZ1t5tikacDUXgw?61MEzDOpS
0-1-8
H I
1-3-0 i 1-10-8 0-1-8
Scale=1:34.2
3x4 1.5x3 II
1.5x3= 1.5x3 :I 3x4= 3x4= 3x4 I I 3x4 I I 3x4= 3x6 FP= 1.5x3=
1 2 3 4 5 1 6 7 8 9 10 11 12 13
INN 25 �� ,� ,I� - rI - e, 26 I7
23 22 21 20 19 18 17 16 15 �4
3x12 M18SHS FP= 3x4= 3x8= 3x8= 3x4=
0-3-8(0-1-8) 0-3-8(0-1-8)
1216#/0# 1216#/0#
10-1-2 10-4-8 11-4-8 10-1-2
9-4-8 10-3-12.113-0 20-7-8
0-11-4 9-4-8 i 0-11 '0.10.8._- - 9-3-0 - ---- 1
0-0-12 0-1-8
Plate Offsets(X,Y)- [1:Edge,0-1-8],[13:0-1-8,Edge],[14:Edge,0-1-8],[15:0-2-8rEdge],[23:0-2-8,Edgej,[24:Edge,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.36 18-19 >683 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.63 18-19 >390 240 M18SHS 244/190
BCLL 0.0 Rep Stress lncr YES WB 0.77 Horz(TL) 0.10 14 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:111 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except
T2:2x4 SP No.2(flat) end verticals.
BOT CHORD 2x4 SP No.1(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B2:2x4 SP SS(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 24=1216/0-3-8 (min.0-1-8),14=1216/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 24-25=-1207/0,1-25=-1206/0,14-26=-1207/0,13-26=-1205/0,1-2=-1257/0,2-3=-3206/0,3-4=-3206/0,4-5=-4442/0,
5-6=-5108/0,6-7=-5108/0,7-8=-5108/0,8-9=-4442/0,9-10=-3205/0,10-11=-3205/0,11-12=-3205/0,12-13=-1257/0
BOT CHORD 23-24=0/62,22-23=0/2350,21-22=0/3962,20-21=0/3962,19-20=0/4867,18-19=0/5108,17-18=0/4867,16-17=0/3962,
15-16=0/2350,14-15=0/62
WEBS 1-23=0/1624,2-23=-1520/0,2-22=0/1163,3-22=-47/2,4-22=-1028/0,4-20=0/667,5-20=-592/0,5-19=-109/705,
6-19=-311/10,13-15=0/1624,12-15=-1521/0,12-16=0/1162,11-16=-46/2,9-16=-1029/0,9-17=0/667,8-17=-591/0,
8-18=-109/706,7-18=-311/9
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 4x6 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 .Qty - Fly
7036 FG02 Floor Girder Run:7.620 s r 30 2015 Print 7.620 s 3n 2 (optional)o ionk Idustries,Inc. Mon May 25 08:50:42 20 S x78 I Job Reference
Wading Component Supply.Green Cove Springs,FL Apr Apr ege
ID:211oj rOBnOLP6dvHge0718zGwiq-TNvk/ic xfi6jEhess_oa5e5Z85ay2z_9fs4IgzDOpR
5 1-2-4_ 3x6 5x6
1 7 2 8 3
MS 22 MS422 Scale=1:9.1
11--
11
/
XV I
W1'W1 W1NV7 IT/ ,
tit•
0. '.1^ 5 3x6
kolo.4*
3x4 II 3x4
19020-1-8) o-5-809-41,2
1-6-0 3.0.0
Plate Offsets(X,Y)-- 1:Edge,0-3-0, 3:0-3-0,6 1317#/0#
1-6-0 1-6-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.01 5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:25 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=1223/0-8-12 (min.0-1-8),6=1223/0-8-12 (min.0-1-8),4=1317/0-5-8 (min.0-1-8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-1208/0,3-4=-1301/0,1-7=-610/0,2-7=-610/0,2-8=-610/0,3-8=-610/0
BOT CHORD 5-6=-0/0,4-5=0/0
WEBS 1-5=0/793,3-5=0/793,2-5=-993/0
NOTES-
1)Non Standard bearing condition. Review required.
2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)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.
4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-6-11 from the
left end to 2-6-11 to connect truss(es)F09(1 ply 2x4 SP)to front face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:4-6=-20,1-3=-100
Concentrated Loads(Ib)
Vert:7=-1105(F)8=-1105(F)
Job Truss Truss Type Qty
7036 IFGE01 GABLE 1 1 ' A0029379
Job Reference(optional)
Building Component Supply,Green�- C— ---- --- 0 ---0 Mint 7.620
Cove Springs,FL
Run:7.620 s Apr 30 2015 Print s Apr 30 2015 HYTek Industries,Inc. Mon May 25 08:50:42 2015 Pape 1
I D:2ljojrOBnOLP6dvHge0718zGwiq-TNvkjic_xfi6jEh ess_oa5eDx85uy7J_9fs4lgziMpR
0•1.8 0.j.8
Scale=1:18.5
1 3x4 2 3 4 5 6 7 8 9 10
Ti. —
21 _ 11 22
y BL1 W2 ST1 ST1 ST1 ST1 ST1 ST1 ST1 811 ••y
.
81 . . i- 1
20 19 18 17 16 15 14 13 12 11
3x4 3x4 3x4
10-1-2
1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 11-6-0
1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-7-4
Plate Offsets(X,Y)— [19:0-1-8,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 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 19 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:55 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:19-20.
REACTIONS. (lb/size) 20=64/11-6-0 (min.0-1-8),11=-4/11-6-0 (min.0-1-8),19=188/11-6-0 (min.0-1-8),18=153/11-6-0 (min.0-1-8),17=162/11-6-0 (min.0-1-8),
16=159/11-6-0 (min.0-1-8),15=160/11-6-0 (min.0-1-8),14=159/11-6-0 (min.0-1-8),13=166/11-6-0 (min.0-1-8),12=131/11-6-0 (min.0-1-8)
Max Upliftll=-4(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 20-21=-52/0,1-21=-52/0,11-22=0/5,10-22=0/5,1-2=0/0,2-3=0/0,3-4=0/0,4-5=0/0,5-6=0/0,6-7=0/0,7-8=0/0,8-9=0/0,
9-10=0/0
BOT CHORD 19-20=0/3,18-19=-0/0,17-18=-0/0,16-17=-0/0,15-16=-0/0,14-15=-0/0,13-14=-0/0,12-13=-0/0,11-12=-0/0
WEBS 2-19=-154/0,3-18=-128/0,4-17=-135/0,5-16=-133/0,6-15=-134/0,7-14=-132/0,8-13=-138/0,9-12=-109/0,1-19=-4/0
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 11.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)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 ,
A0029380
7038 FGEO2 'GABLE 1 1 J
Buidng Component Supply, Job Reference(optional)_
pply,Green Cove Springs,FL Run.7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc, Mon May 25 08:50:42 2015 Page 1
I D:2ljojrOBnOLP6dvHq e0718zGwiq-TNvkjic_xfi6jEhess_oa5eDx85uy7J_9fs4IgzDOpR
-Fi- 0-11
Scale=1:32.7
3x4= 3x8 FP-
1 2 3 5 6 7 8 9 10 11 12 13 14 15 18 17
-11 Y� 11 ST1 11 1 SIIT1 ST1 11 1 IT11 1 ill li.
•
c, .' .i. .iii ..*iiiOi i••i•••iiiiii••iiiiiiiiiiiii•OOii • ..0i...iiiii.0iiiiiiiiiiiiiiiiii .iiiiO.iiiii.O..iiiiii,...ii..;•.wiwe
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
3x4 3x4 3x6 FP 3x4 -
10-1-2
1-6-12 _ 2-10-12 4-2-12 I 5-6-12 6-10-12 8-2-12 . 9-6-12 . 10-10-12 : 12-2-12 ; 13-6-12 _ 14-10-12 16-2-12 i 17-6-12 18-10-12 20-1-0
1-6-12 1-4-0 . 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 . 1-2-4
Plate Offsets(X,Y)- [33:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 ' Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 18 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:90 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) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 34=65/20-1-0 (min.0-1-8),18=44/20-1-0 (min.0-1-8),33=186/20-1-0 (min.0-1-8),32=153/20-1-0 (min.0-1-8),31=162/20-1-0 (min.0-1-8),
30=160/20-1-0 (min.0-1-8),29=160/20-1-0 (min.0-1-8),28=160/20-1-0 (min.0-1-8),27=160/20-1-0 (min.0-1-8),26=160/20-1-0 (min.0-1-8),
24=160/20-1-0 (min.0-1-8),23=160/20-1-0 (min.0-1-8),22=160/20-1-0 (min.0-1-8),21=160/20-1-0 (min.0-1-8),20=162/20-1-0 (min.0-1-8),
19=156/20-1-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 34-35=-54/0,1-35=-54/0,18-36=-37/0,17-36=-36/0,1-2=-2/0,2-3=-2/0,3-4=-2/0,4-5=-2/0,5-6=-2/0,6-7=-2/0,7-8=-2/0,
8-9=-2/0,9-10=-2/0,10-11=-2/0,11-12=-2/0,12-13=-2/0,13-14=-2/0,14-15=-2/0,15-16=-2/0,16-17=-2/0
BOT CHORD 33-34=0/3,32-33=0/2,31-32=0/2,30-31=0/2,29-30=0/2,28-29=0/2,27-28=0/2,26-27=0/2,25-26=0/2,24-25=0/2,
23-24=0/2,22-23=0/2,21-22=0/2,20-21=0/2,19-20=0/2,18-19=0/2
WEBS 2-33=-154/0,3-32=-128/0,4-31=-135/0,5-30=-133/0,6-29=-133/0,8-28=-133/0,9-27=-133/0,10-26=-133/0,11-24=-133/0,
12-23=-133/0,13-22=-133/0,14-21=-133/0,15-20=-135/0,16-19=-129/0,1-33=-1/0
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
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.
LOAD CASE(S) Standard
"Job ----- ,Truss ---- - - —-Truss Type .Qty.__�yr
A0029385
7036 F705 1 FLOOR 1 1
Job Reference(optional)
Buidiig Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7 620 s Apr 30 2015 Welt Industries,Inc. Mon May 25p6;443 2015 Page 1
12.1.2 ID:2ljojrOBnOLP6dvHge0718zGw iq-xZT6w2dcizgzKOGgPZV161AJJXHXhT OJbdg6zDOpQ
4-5.0 8-9-15
4-5-0 4-5-0
.
4-5-0
Scale:3/4-=1'
2x4 II 4x5- 2x4 11
1 2 3
W1 W2 Mil
T1 - -- II B1 _
:•i•:•i:i•i•i•i•:•i•i•i•i•i•:•i•i•i•i*:•i•i•i•i•i+i•i•i•i•i•i+i*
::i:i:i:i:i:i:i:i:i:i:i:i:i:i:i:i:i:i:i:::i:i:i:i:i:i:i:i:i:i:i::+:is
4x5- 4x5
0-3-8(0-1-8) (0-1-8)
512#/0# 5120 4-2
12-1-2
0-0-6 8-9-15
0-ti-6 8-9-9
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 0.44 Vert(LL) 0.00 5 '"" 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.42 4-5 >245 240
BCLL 0.0 Rep Stress Inc( YES WB 0.46 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:41 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-9-15 oc puffins, except
BOT CHORD 2x4 SP No.1 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=512/0-3-8 (min.0-1-8),4=512/3-2-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-170/0,1-2=0/0,2-3=0/0,3-4=-170/0
BOT CHORD 4-5=0/1051
WEBS 2-5=-1082/0,2-4=-1082/0
NOTES-
1)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
2)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 from Truss Type Qty Ply
A0029386
7036 F706 FLOOR 5 1
dine Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 J62 s Apr 30 2 15 MiTek Industries,Inc. Mon May 2508:50:432015 Page 1
10-1-2 47-0 ID:21jojiM)LP6dvHq e00718zGwiq-xZT6w2dcizgzKOGgPZV161AFLXEshYz70Jbdq6zDupQ
4-7-0 3-3-0
3x4 II 3x4 - Scale=1:19.8
1 3x4= 2 3
T,
I ) C
4
B3
W1 W2 a B2 4 q
r3
3x8= 24 II
0
B1 F
6
2x4 I 3x4-
a -1.8) 0-7-7(0-1-8) 12-1-2
4-7-0 5-2-15 . 7-10-0
208#/-62# 4-7-0 7-15 2-7-1
•
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.01 6-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.03 6-7 >999 240
BCLL 0.0 Rep Stress Ina YES WB 0.14 Horz(TL) -0.04 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:44 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-0 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) 7=110/0-3-0 (min.0-1-8),5=795/0-7-7 (min.0-1-8)
Max Uplift7=-62(LC 4)
Max Grav7=208(LC 3),5=795(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-163/117,1-2=0/161,2-3=0/421,3-4=0/31
BOT CHORD 6-7=0/22,5-6=0/146,2-5=-483/0,4-5=0/17
WEBS 1-6=-199/0,3-5=-460/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 7.
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
Job Truss Truss Type •Qty Pfy I
36 FT07 FLOOR 1 1 A0029387
L 70 Job Reference(optional) 1
Buiding Component Supply,Green Cove Springs,FL Run:7 620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:50:43 2015 Page 1
12..15_-u 3-2-11 ID:2ljoji'OBn�P6dvHge0718zGwiq x7ZT�v dc¢gzKOGgPN16lAJEXMThZi7OJbdg6zDOpQ
0-5-8 i 29-3 I 3-2-11
5x8= 3x4= Scale=1:19.2
1 2 3 5x8=
T-1
BL1 BL1
4x5=
8
1 8 4x5=
i 7
I B1 1 W1 W2 9
038(0-1-8) 0-3-8(0-1-8)
3408/00, 289W0#
I B2 _
5 3x4= 4
3x4=
12-1-2 12-1-2
0-5-8 6-5-6 I
0-5-8 5-11-14
Plate Offsets(X,Y)-- [1:0-4-0,0-2-12],[3:0-4-0,0-2-12]
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 0.45 Vert(LL) -0.00 4 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.07 4-5 >951 240
BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(TL) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2`Except' end verticals.
B1:2x4 SP No.3 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 2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide._
REACTIONS. (lb/size) 6=340/0-3-8 (min.0-1-8),8=289/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/0,2-3=-41/0,4-7=0/192,3-7=0/192
BOT CHORD 5-6=0/240,1-6=-100/0,4-5=0/161
WEBS 2-5=-247/0,2-4=-184/0
NOTES-
1)Bearing at joint(s)6,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)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
(Truss Truss Type Qty 'Ply 1
7036 FT08 FLOOR 1 1 A0029388j
_ ____ __ Job Reference(optional)
Bur Component Supply,Green Cove swings,FL _ Run:7.620 s Apr 30 2015 Print 7.620 s Apr.30 2015 MTek Industries,Inc.Mon May 25 08:50:44 2015 Paagge 1
101 2 ID:2ljojrOBnOLP6dvHge0718zGwiq-PI1 U80eETHy�gyY11 zHOGMNzxevQ?UHczLBMZzDOpP
3-11-10 I 7-11-4 8-6-2
3-11-10 3-11-10 -0-6-14
2 x 4 I I 3x4= 0-0-6 Scale=1:19.8
1 2 3 4x6
W3 7
6x8=
6
-i i wt B2
N i
N
QQ
L_____ 131
____
4 _USP-THD26
4
3x4 -
10-1-2 0-5-0(0-1-8)
12-1-2
i 7-11.4 8-6.8
7-11-4 454. 0.7.4
Plate Offsets(X,Y)-- [3:0-2-4,0-2-0],[6:0-1-8,0-2-12]
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 0.38 Vert(LL) -0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.56 VeR(TL) -0.31 4-5 >298 240
BCLL 0.0 Rep Stress Inc- YES WB 0.18 Horz(TL) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:50 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3*Except* end verticals.
B1:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing
W3:2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=459/Mechanical,6=459/0-5-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-151/0,1-2=0/0,2-3=-29/0,4-6=0/284,3-6=-174/0
BOT CHORD 4-5=0/291
WEBS 2-5=-372/0,2-4=-334/0
NOTES-
1)Refer to girder(s)for truss to truss connections.
2)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
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
Tob iuss — Ttiss Type I Ply n0029391
7038 FTGO2 FLOOR I
_j 2 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 May 25 06:50:44 2015 1
10-1-2 ID:2fjo]iOBnOLP6dvHge07182Gwiq-PHUBOeETHygyYrizHOGtMISGxbeik LB
2-11-0 5-8-4 8-7-4
2-11-0 2-9-4 2-11-0
Scale=1:15.8
2x4 11 2x4 :I 4x6=
4x6= 9 2 3 4
I
oW2
In In W7'
In In I Ti
61
_1 W2
11 F
NAILED 7 NAILED NAILED 6 4x6— NAILED USP-THD26-2
10 4x6_ 2013#/01/
2x4 I' 2x4
0-5-0(0-1-8)
1786#/0#
10-1-2 10-1-2
2-11-0 5-8-4 8-7-4
2-11-0 2-9-4 2-11-0
Plate Offsets(X,Y)-- [1:0-1-12,0-1-12],[4:0-1-12,0-1-12],[6:0-1-12,0-1-12],[7:0-1-12,0-1-12]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.05 6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.10 6-7 >977 240
BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:75 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 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.
REACTIONS. (lb/size) 8=1786/0-5-0 (min.0-1-8),5=2013/Mechanical
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-1652/0,1-9=-3580/0,2-9=-3580/0,2-3=-3580/0,3-4=-3580/0,4-5=-1875/0
BOT CHORD 8-10=0/201,7-10=0/201,7-11=0/3580,6-11=0/3580,6-12=0/259,5-12=0/259
WEBS 1-7=0/3667,2-7=-1150/0,3-6=-1230/0,4-6=0/3597
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row 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)Unbalanced floor live loads have been considered for this design.
4)Refer to girder(s)for truss to truss connections.
5)Load case(s)7,8,9 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)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.
8)"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 Except:
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-224,2-4=-431,5-8=-20
Concentrated Loads(lb)
Vert:7=-101(B)9=-190 10=-101(B)11=-101(B)12=-101(B)
7)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-214(F=-100),2-4=-403(F=-100),5-8=-10(F)
Concentrated Loads(Ib)
Vert:7=-111(B)9=-174 10=-111(B)11=-111(B)12=-111(B)
8)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-214(F=-100),2-4=-403(F=-100),5-8=-10(F)
Continued on page 2
Job Truss Truss Type Qty Ply
A0029391'
7036 FTGO2 FLOOR 1
2,Job Reference(optional)
Build Component Run:
Building po Supply.Green Cove Springs,FL 7.620 s Apr 30 2015 Print 7.620 5 Apr 30 2015 MiTek Industries,Inc. Mon May 2506i0:44 2015 Page 2
ID:2ljojrOBnOLP6dvHge0718zGwiq-PI1 U8OeETHygyYrl zHOGf WjSGxb2QgkHczLBMZzDOpP
LOAD CASE(S)
Concentrated Loads(Ib)
Vert:7=-111(B)9=-174 10=-111(B)11=-111(B)12=-111(B)
9)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-214(F=-100),2-4=-403(F=-100),5-8=-10(F)
Concentrated Loads(Ib)
Vert:7=-111(B)9=-174 10=-111(B)11=-111(B)12=-111(B)
Job Truss Truss Type Qty Ply
A0029392
7036 FTGO3 FLOOR 1
3 Job Reference(optional)
Buiding Component Supply,Green Cove Springs,FL Run:7 620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:80A4 2015 Ai i
10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-PI1U8OeETHygy11�11zli0GANINSxbsQo HczLBMZzOOpP
3-2-7 6-1-6 7-0-7 9-0-4 11-11-3 13-11-1 14-10-2 17-9-1 20-8-0 26-9-0
.
3-2-7 1 2-10-15 0-11-1 1-11-14 2-10-15 1-11-14 0-11-1 2-10-15 2-10-15 6-1-0
Scale=1:44.3
2x4 II 3x12 M18SHS- 0.25.12-
5x6= 4x6= 5x8= 2x4 455 - 2x4 4x10:- 10x16 M18SHS
1 2 3 4 5 6 7 8 / l
TY T2 W6 -1M yv8- -
- W5; T3
77 `
8x10
21 20 19 18 17 16 15 14 13 12
2 x 4 I I 5x8= 2x4 II 5x6= 2 x 4 I I 7x14 MT2OHS 2x4 H 10x12--
0-5-8(0-1-8) 0-5-8(0-2-0)
1984#/0# 5111#/0#
10-1-2 10-1-2
3-2-7 6-1-6 7-0-7 13-11-1 14-10-2 17-9-1 20-8-0 22-8-422-11-0 26-9-0
3-2-7 2-10-15 0-11-1 6-10-11 0-11-1 2-10-15 2-10-15 2-0-4 0.2-12 3-10-0
Plate Offsets(X,Y)-- [1:0-3-0,0-2-0],[4:0-2-0,0-2-0],[9:0-4-0A-8-12],[9:0-2-14,0-3-01[11:Edge,0-2-4],[16:0-3-8,Edge],[18:0-3-0,0-2-0],[20:0-2-8,0-1-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.54 15-17 >497 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.91 15-17 >298 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Inc: NO WB 0.98 Horz(TL) 0.10 12 n/a n/a M18SHS 244/190
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:413 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except
T3:2x4 SP No.2 end verticals.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing: 12-13,11-12.
W5:2x10 SP No.2,W6:2x4 SP No.2
REACTIONS. (lb/size) 21=1892/0-5-8 (min.0-1-8),12=5111/0-5-8 (min.0-2-0)
Max Grav21=1984(LC 3),12=5111(LC 1)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-21=-1886/0,1-2=-5452/0,2-3=-5452/0,3-4=-5452/0,4-5=-13808/0,5-6=-13808/0,6-7=-16443/0,7-22=-16443/0,
8-22=-16443/0,8-9=-10676/0,9-13=-510/50,9-10=-9384/0,10-11=0/3633
BOT CHORD 20-21=0/331,19-20=0/9403,18-19=0/9403,17-18=0/13808,16-17=0/13808,15-16=0/13808,14-15=0/14426,
13-14=0/14449,12-13=-3556/0,11-12=-3538/0
WEBS 1-20=0/5366,2-20=-284/0,4-20=-4160/0,4-19=-77/57,4-18=0/4955,5-18=-1171/0,6-17=-263166,6-15=-667/3444,
7-15=-1378/0,8-15=0/2353,8-14=-109/6,8-13=-4705/0,10-12=-4343/0,10-13=0/10464
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 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x10-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 10-12 2x4-1 row at 0-7-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced floor live loads have been considered for this design.
4)All plates are MT20 plates unless otherwise indicated.
5)The Fabrication Tolerance at joint 3=20%
6)Load case(s)11,12,13,14 has/have been modified.Building designer must review loads to verify that they are correct for the intended
use of this truss.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9)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 Except:
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-22=-100,9-22=-624,9-11=-100,11-21=-20
Concentrated Loads(Ib)
Vert:9=-326 11=-557 22=-964
Continued on page 2
Job -- Truss - -'Truss Type Qty Ply
7036 FTGO3 FLOOR 1 A0029392
3 Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL _ -- - _-- - Run:7.620 s Apr 30 2015 Print:7.620 s -- -- 5--
Apr 30 2015 MiTek Industries,Inc. Moon n May 2508:50:44 2015 P e 2
ID:2ljojrOBnOLP6dvHge0718zGwiq-PI1U80eETHygyYr1zHOGf A NSxbsQo_HczLBMZzD�OpP
LOAD CASE(S)
11)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F)
Concentrated Loads(lb)
Vert:9=-299 11=-511 22=-884
12)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F)
Concentrated Loads(lb)
Vert:9=-299 11=-511 22=-884
13)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F)
Concentrated Loads(lb)
Vert:9=-299 11=-511 22=-884
14)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-22=-100(F),9-22=-580(F=-100),9-11=-100(F),11-21=-10(F)
Concentrated Loads(lb)
Vert:9=-299 11=-511 22=-884
Job Truss Truss Type Oty Ply 1 , r
A0029393
7036 FTG04 FLOOR 1
3 Job Reference(optional)
10-1-2 3 2-7 6-1-6 ,7-0-7 9-0 4 11-11 3 13 11-1 _141.0-2__ _ 17-9 1 P- Hq 0 s 30 2015 bsLk Industries Inc.Mon jG 2Lx39JtQrd4ku A
Building Component Supply,Green Cove Springs,FL Run:7.620$Apr 30 2015 Print Apr y Page
I 6dvHge0718zGwi¢uybsLkftEa4l�i�C�XVBjGXbLx39JtQrd4ku?ZDOpO 20-8-0
3-2-7 2-10-15 0-11-11 1-11-14 I 2-10-15 f 1-11-14 0 11-1 ID 2-10-15 OLP - -2-10-15 �6-1-0
Scale=1:44.4
2x4 II
0.25112
4x5= 4x8= 4x10= 2x4 II 4x5= 2x4 II 4x10 3x12 M18SHS
1 2 3 4 5 8 7 8 9 10x12-- 4x6-
T1 - T2 4x10 10
wa
• 82 1
22 21 20 19 18 17 16 15 14 13 12
2x4 H 4x10 2x4 4x5= 2x4 II 5x12= 2x4 6x12= 3x5=
0-5-8(0-1-8) 0-5-8(0-1-11)
1249#/0# 4363#/0#
10-1-2 10-1-2
3-2-7 6-1-6 7-0-7 13-11-1 14-10-2 17-9-1 20-8-0 22-8-422-11-0 26-9-0
3-2-7 2-10-15 0-11-1 6-10-11 0-11-1 2-10-15 2-10-15 2-0-4 0-2-12 3-10-0
Plate Offsets(X,Y)-- [9:0-3-11,Edge],[9:1-1-0,0-3-12],[12:0-2-4,0-1-8],[17:0-4-8,0-3-0],[21:0-3-8,0-2-0] _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.27 18 >994 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.36 1 8-1 9 >760 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.04 13 n/a n/a
BCDL 10.0 i Code FBC20101TPI2007 (Matrix-M) Weight:413 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
T3:2x4 SP SS end verticals.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 SP No.3'Except' 10-0-0 oc bracing:21-22.
W5:2x8 SP No.2
REACTIONS. (lb/size) 22=997/0-5-8 (min.0-1-8),13=4363/0-5-8 (min.0-1-11)
Max Grav22=1249(LC 3),13=4363(LC 1)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-1180/0,1-2=-3240/0,2-3=-3240/0,3-4=-3240/0,4-5=-6311/1309,5-6=-6311/1309,6-7=-5375/3220,7-8=-5375/3220
,8-9=-1343/6992,9-14=-110/525,9-23=-743/7995,10-23=-776/7986,10-11=0/10236,11-12=-263/0
BOT CHORD 21-22=0/207,20-21=-148/5210,19-20=-148/5210,18-19=-1309/6311,17-18=-1309/6311,16-17=-1309/6311,
15-16=-4729/3224,14-15=-4742/3211,13-14=-10233/0,12-13=-1235/0
WEBS 1-21=0/3178,2-21=-271/0,4-21=-2074/219,4-20=0/119,4-19=-1222/1466,5-19=-348/326,6-18=-1/220,6-16=-2990/0,
7-16=-355/238,8-16=0/2869,8-15=0/53,10-13=-2212/0,11-13=-9126/0,8-14=-3417/0,10-14=0/4727
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 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row 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)Unbalanced floor live loads have been considered for this design.
4)All plates are MT20 plates unless otherwise indicated.
5)The Fabrication Tolerance at joint 3=20%
6)Load case(s)11,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9)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 Except:
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-9=-100,9-11=-100,12-22=-20
Concentrated Loads(Ib)
Vert:11=-1937 23=-248
Continued on page 2
Job Truss Truss Type ,Qty Ply
A00293931
7036 FTGO4 FLOOR 1
3 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 May 25 08:50:45 2015 Page 2
I D:21jojrOBnOLP6dvHge0716zGwiq-uybsLkftEa4hai PDX_XVBjGXbLx39JtQrd4ku?zDOpO
LOAD CASE(S)
11)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pIf)
Vert:1-9=-100(F),9-11=-100(F),12-22=-10(F)
Concentrated Loads(Ib)
Vert:11=-1776 23=-227
12)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-9=-100(F),9-11=-100(F),12-22=-10(F)
Concentrated Loads(Ib)
Vert:11=-1776 23=-227
---- ---- - -aka.. .-------------- ---- ----.------ ---- wM-------:.n�i.v-.....»orx»u..-a,.r;=.we e....a..n•«.c....... ....u..«..,..,..,N.:. ._». .r, M, ,.. ,.»..,..-,.... ...v,_.,.,. ..r,
Job Truss Truss Type - Qty , I A0029394
7036 IFTG05 /FLOOR 1
2 Job Reference(option_
Buildig Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:50:45 2015 Page e 1
10-1-2 ID:21jojrOBnOLP6dvHge0718zGwiq-uybsLkft a4haiPDX XVBjGbULxF9JFQrd4ku?zDOpO
3-2-7 6-1-6 9-0-4 11-11-3 14-10-2 17-9-1 20-8-0 267-5.8 26-9.0
3.2-7 2-10-15 I 2-10-15 I 2-10-15 + 2-10-15 I 2-10-15 2-10-15 5-9-8 0-38
Scale=1:44.3
2X4 I I 0.25112
4x5= 4x6- 4x10= 2x4 II 4x5= 2x4 II 4x10= 3x8-
1 2 3 4 5 6 7 8 9 3,8 10x12•
T1 III T2 - 10
. • • •S•+I • • p
8x10__
20 19 18 17 16 15 14 13 12
2x4 II 4x10= 2x4 II 4x5= 2x4 I 5x8 - 2x4 I 6x12 -
(0-24) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6) (0-2-6)
149#/0# 405#/0# 326#10# 368#/0# 318#/0# 375#/0# 164#/-330# 91#/-527# 2615#/0#
10-1-2
3-2-7 8-1-6 14-10-2 17-9-1 20-8-0 22-8-4 26-9-0
3-2-7 2-10-15 I 8-8-12 2-10-15 2-10-15 2-0-4 4-0-12
Plate Offsets(X,Y)-_[9:0-1-15,Edge],[9:0-9-8,0-3-12],[11:Edge,0-2-8],115:0-3-12,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) -0.02 12 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:275 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
T3:2x4 SP SS end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-13 oc bracing.
WEBS 2x4 SP No.3*Except*
W5:2x8 SP No.2
REACTIONS. (lb/size) 20=148/22-11-0 (min.0-2-6),13=-327/22-11-0 (min.0-2-6),19=404/22-11-0 (min.0-2-6),18=322/22-11-0 (min.0-2-6),17=368/22-11-0 (min.0-2-6),
16=292/22-11-0 (min.0-2-6),15=362/22-11-0 (min.0-2-6),14=-126/22-11-0 (min.0-2-6),12=2615/22-11-0 (min.0-2-6)
Max Upliftl3=-527(LC 4),14=-330(LC 4)
Max Grav20=149(LC 3),13=91(LC 3),19=405(LC 3),18=326(LC 3),17=368(LC 1),16=318(LC 3),15=375(LC 3),14=164(LC 3),12=2615(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-20=-121/0,1-2=-1/3,2-3=-1/3,3-4=-1/3,4-5=0/38,5-6=0/38,6-7=0/176,7-8=0/159,8-9=0/1608,9-13=-102/347,
9-10=0/2254,10-11=0/5321
BOT CHORD 19-20=0/27,18-19=-7/10,17-18=-7/10,16-17=-38/0,15-16=-38/0,14-15=-392/0,13-14=-475/0,12-13=-5212/0,
11-12=-5193/0
WEBS 1-19=-30/0,2-19=-330/0,4-19=-10/7,4-18=-269/0,4-17=-43/0,5-17=-295/0,6-16=-262/0,6-15=-146/0,7-15=-319/0,
8-15=0/243,8-14=-127/367,10-12=-2208/0,8-13=-1288/0,10-13=0/3052
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row 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)Unbalanced floor live loads have been considered for this design.
4)The Fabrication Tolerance at joint 3=20%
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 527 lb uplift at joint 13 and 330 lb uplift at
joint 14.
6)Non Standard bearing condition. Review required.
7)Load case(s)7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this
truss.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10)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 Except:
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Continued on page 2
i Job Truss Truss Type Qty Ply
A00293941
7036 FTG05 FLOOR 1
2 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 May 25 08:50:45 2015 Page 2
I D:2ljojr06nOLP6dvHge0718zGwiq-uybsLkft Ea4haiPDX_XVBjGbU LxF9JFQrd4ku?zDOpO
LOAD CASE(S) Standard Except:
Uniform Loads(plf)
Vert:1-9=-100,9-11=-100,11-20=-20
Concentrated Loads(Ib)
Vert:11=-883
7)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-9=-100(F),9-11=-100(F),11-20=-10(F)
Concentrated Loads(Ib)
Vert:11=-809
Job Truss truss Type Qty Ply
A0029395
7038 FTG06 FLOOR 1
2 Job Reference(optional)
Bullring Component Supply,Green Cove Springs,FL Run:7.820 s Apr 30 2015 Print 7.820 a Apr 30 2015 Mi7ek Indrohbs Ina Mon Mey 25 08:50:45 2015-2 pa 1
ID:2Ipjr0BnOLP6dvHge0718zGwiq-uybsUdtEa4halPDX�NBjGegLwt9FZ I�7ZDO uO
10 1-2 2-0-0 5-50 I 8-10-0 10-10.0 -Z
2-0-0 3-5-0 3-5-0 2-0-0
Scale 1:17.8
I I 4x10= 2x4 I I 4x10=
4x10=
1 2 11 3 4 5
T1
W1 `W1 VYd W1 W3 W1
94x10= 8 7
2 x 4 I I 4x10= I�
2x4 II 2x4
0-5-0(0-1-8) 0-5-10(0-1-8)
2164#/0# 2369#/0#
10-1-2 10-1-2
2-0-0 5-5-0 8-10-0 10-10-0
2-0-0 3-5-0 I 35-0 2-0-0
Plate Offsets(X,Y)— [7:0-1-12,0-2-01,[9:0-4-12,0-2-0] _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.10 8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.17 8 >735 240
BCLL 0.0 Rep Stress Ina NO WB 0.96 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:120 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.1 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=2164/0-5-0 (min.0-1-8),6=2369/0-5-10 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-2111/0,1-2=-3583/0,2-11=-3880/0,3-11=-3880/0,3-4=-3969/0,4-5=-3658/0,5-6=-2311/0
BOT CHORD 9-10=0/149,8-9=0/6041,7-8=0/6041,6-7=0/165
WEBS 1-9=0/3974,2-9=-1398/0,3-9=-2235/0,3-8=-50/0,3-7=-2143/0,4-7=-1463/0,5-7=0/4041
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row 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)Load case(s)3,4,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
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 Except:
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-11=-224,5-11=-433,6-10=-20
Concentrated Loads(Ib)
Vert:2=-355
3)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-11=-214(F=-100),5-11=-405(F=-100),6-10=-10(F)
Concentrated Loads(Ib)
Vert:2=-325
4)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-11=-214(F=-100),5-11=-405(F=-100),6-10=-10(F)
Concentrated Loads(Ib)
Vert:2=-325
Continued on page 2
Job Truss Truss Type Oty Ply 1
A0029395
7036 FTGO6 I FLOOR 1
2:Job Reference(optional)
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 M�Tek Industries,Inc. Mon May 25 08:50:452015 Pape 2
I D:2ljojr0Bn0LP6dvHq e0718zGwiq-uybsLkftEa4haiPDX_XVBjGeg Lwt9FZQrd4ku?zD0 p0
LOAD CASE(S)
5)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plt)
Vert:1-11=-214(F=-100),5-11=-405(F=-100),6-10=-10(F)
Concentrated Loads(lb)
Vert:2=-325
Job Truss Trims Type 'Qty 'Ply •
A0029396
7036 FTGO7 FLOOR 1 1
Job References ptional)
Bulldog Component Supply,Green Cove Spines,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:50:46 2015 Pale 1
10-1-2 4 7-0 ID:2ljojrOBnOLP6dvHge0711,8f5lvp M89FY3NV?uCXBs_P5h2kkxomDlGjuu0a4HgHRRzDOpN
! -
4-7-0 1-7-1 1-7-14
2x4 I I 3x4- Scale=1:20.5
1 3x4= 2 3x4= 3 10 4
T1
W1 B2 3x8= q
WWI 5
3x8= 2 x 4 I I
6
2x4 I 7x6=
°1- 0(0-1-8) THD26 0-7-12(O )2
4808/0# 4-7-0 8.2-2 87V-9i5 7-10-0
4-7-0 1-7-1 0-3-13 1-4-1
Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[2:0-1-8,0-1-8],[8:0-3-0,0-4-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.05 8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.09 8 >849 240
BCLL 0.0 Rep Stress Ina NO WB 0.22 Horz(TL) 0.09 6 n/a n/a
BCDL 10.0 Code FBC201 OITPI2007 (Matrix-M) 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*Except* end verticals.
B1:2x6 SP No.2,B2:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:5-6.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=465/0-3-0 (min.0-1-8),6=878/0-7-12 (min.0-1-8)
Max Grav9=480(LC 3),6=878(LC 1)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-9=-474/0,1-2=-382/0,2-3=-34/57,3-10=-34/57,4-10=-34/57,4-5=-32/0
BOT CHORD 8-9=0/31,7-8=0/363,2-7=0/310,6-7=0/821,5-6=-9/0
WEBS 1-8=0/426,2-6=-935/0,3-6=-180/0,4-6=-66/51
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)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.
4)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 4-5-4 from the left end to connect truss(es)FT08
(1 ply 2x4 SP)to back face of bottom chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-4=-100,8-9=-20,5-7=-20
Concentrated Loads(Ib)
Vert:8=-439(B)
r bJO Truss iTruss Type Qty Ply 1 1
A0029344
17036 CJO1 Corner Jack 2 1
Jok Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print.TAZOlapr 30 2015 MiTek Industries,Inc. Mon May 25 08:50:46 2015 Pa e 1
12-1-2
3-0
-0 ID:2ljojr0Bn0LP6dvHgr�7;8 3 wiq-M89FY3fV?uCXBs_P5h2kkxovllQ7uxra4HgHRRzD0pN
3-0-0
Scale=1:12.2
2 '
5.34 12 v
' 10
`11 117#/-1# T1 75#/-27# Y
0-5-8(0-1-8) k"
1 m
81 :
ill3
54#/0#
3x5 II 12-1-2
12-1-2 13-7-14
3-0-0
I 30-0 I
Plate Offsets(X,Y)-- [1:0-2-4,0-0-13]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE I MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 ' be installed during truss erection,in accordance with Stabilizer
Installation-guide, _
REACTIONS. (lb/size) 2=75/Mechanical,3=42/Mechanical,1=117/0-5-8 (min.0-1-8)
Max Horz 1=38(LC 12)
Max Uplift2=-27(LC 12),1=-1(LC 12)
Max Gray 2=75(LC 1),3=54(LC 3),1=117(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-53/25
BOT CHORD 1-3=-100/45
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;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 load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 2 and 1 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type ;Qty Ply
, / 1
A0029345
7036 CJ02 Corner Jack 2 1
Job Reference(optional
Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.62q 230 2015 Mi7ek Industries,Inc. Mon May 25 08:50:46 2015 Pageag 1
121 2 ID:2ljojrOBnOLP6dvHge07.�q-M89FY31V?uCXBs P5h2kkxot31QEuxra4HgHRR2D0pN
F 4-1-14
4-1-14
Scale=1:15.7
2 >"6.00112
7
164#/0#
107.1.42%
0-5-8(0-1-8)
,t"
N
1
III B1 �,1 -
3
_ 768NM
3x5 II 12-1-2
12-1-2 14-4-10
4-1-14
4-1_74
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 3-6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=107/Mechanical,3=57/Mechanical,1=164/0-5-8 (min.0-1-8)
Max Horz 1=59(LC 12)
Max Uplift2=-42(LC 12)
Max Grav2=107(LC 1),3=76(LC 3),1=164(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-61/22,2-7=-52/38
BOT CHORD 1-3=-106/68
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-1-2 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 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 d A0029346
7036 CJO2A Corner Jack 1 1
9r_� Job Referencetoptional)
Building Component Supply,Green Cove Springs,FL - Run:7.620 s Apr 302015-Pnnt77 620 s Apr 30 2015 MiTek Industries,Inca Mon May 25 08:50:46 2015 age 1
207-0 ID:2ljojr0Bn0LP6f�yl 0718zGwiq-M89FY3t V?uCXBs_P5h2kkxowglSUuxra4HgHRRzDOpN
1-8-4 2-0-0
I
1-8-4 0-3-12
Scale=1:10.3
2
8.00 Fri li
1 �-2 a�
:i d of
N
0.Y8 i 1 r
'■ li
■■
,/ 36#1.1#
3x5 I I 3 20-7-0
20-7-0 21-9-9
0-10-7 2-0-0
I
0.10.7 1-1-9 I
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. _ j
REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 (min.0-1-8)
Max Horz 1=29(LC 12)
Max Uplift2=-20(LC 12),3=-1(LC 12)
Max Grav2=50(LC 1),3=36(LC 3),1=80(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-28/18
BOT CHORD 1-3=-44/28
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)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 20 lb uplift at joint 2 and 1 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
'Tniss 'Truss Type •Oty Ply
A0029347
7036 iCJO3 Comer Jack 2 1
12-1-2 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 May 25 08 50:47 2015 Page 1
12-1-2 ID:21j LP6dvHge0718zGwiq-gKjdmPg7lCKOpOZbePZzH8L559oFdN5jJxZrzuzDOpM
----1-0-0
1-0-0
Scale=1:8.1
6.00 RI 2 t
(Al
1
T1
PIFr 3 '
\X d 22a�
B1
/`
. 3
1 f/13
3x5 I I
12-1-2 12-9-11
1-0-0
1-0-0
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7]
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 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >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 FBC2010/TPI2007 (Matrix-M) l Weight:4 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE - -
MiTek recommends that Stabilizers and required cross crosss bracing g
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. _
REACTIONS. (lb/size) 2=22/Mechanical,3=18/Mechanical,1=40/0-5-8 (min.0-1-8)
Max Horz 1=14(LC 12)
Max Uplift2=-9(LC 12),3=-3(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-12/9
BOT CHORD 1-3=-18/11
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)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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 2 and 3 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
lob Truss - TRiSS type _ Qty .Ply ' -
A0029348
7038 DO1 GABLE
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 May 25 08 50:47 2015 Page 1
ID:2ljojr1BnOLP6dvHge0718zGwiq-gKjdmPg7lCKOp0ZbePZzHBL1o918dN8jJxZrzuzDOpM
15-6-10 19-8-0
19-8-0
3.00112 ^1e=1:38.9
23
9 10 3x4 A
6 " I 4 5x6= 7 •
5
22 4 .. 12 8.00 12
TOIHNO1110: 13 a
5x8
11114
15
18
I17
18
19
r °°
'v
15-6-10
21 20 8-8-14 19-8-0 ______I 8,8-14 10-11-2
Plate Offsets(X,Y)- [5:0-3-0,0-3-0],[11:0-5-5,0-1 8] [13:0-3-0,0-3-0]
I
f
LOADING(psf) SPACING- 2-0-0 l CSI. DEFL. in (loc) I/deft Ud 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 0.21 Vert(LL) n/a - n/a 999
BCLL 0.0 • Rep Stress lncr YES WB 0.06 Horz(TL) -0.01 11 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:98 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3 6-0-0 oc bracing:13-14,11-12.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. -_
REACTIONS. (lb/size) 11=160/19-8-0 (min.0-1-9),21=39/19-8-0 (min.0-1-9),20=100/19-8-0 (min.0-1-9),19=109/19-8-0 (min.0-1-9),18=109/19-8-0 (min.0-1-9),
17=106/19-8-0 (min.0-1-9),16=106/19-8-0 (min.0-1-9),15=97/19-8-0 (min.0-1-9),14=156/19-8-0 (min.0-1-9),13=-110/19-8-0 (min.0-1-9),
12=471/19-8-0 (min.0-1-9)
Max Horz 21=216(LC 12)
Max Uplift11=-63(LC 12),21=-4(LC 10),20=-37(LC 12),19=-19(LC 8),18=-20(LC 8),17=-17(LC 8),16=-18(LC 8),15=-17(LC 8),14=-25(LC 8),13=-110(LC 1),
12=-80(LC 8)
Max Grav11=160(LC 1),21=85(LC 12),20=100(LC 1),19=109(LC 1),18=109(LC 1),17=106(LC 1),16=106(LC 1),15=97(LC 1),14=156(LC 1),13=17(LC 8),
12=471(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-21=-42/34,1-2=-70/75,2-3=-73/83,3-22=-79/91,4-22=-73/94,4-5=-84/105,5-6=-90/115,6-7=-95/126,7-8=-99/136,
8-9=-109/150,9-10=-91/142,10-23=-134/183,11-23=-120/190
BOT CHORD 20-21=-243/156,19-20=-226/142,18-19=-230/145,17-18=-229/144,16-17=-230/146,15-16=-230/145,14-15=-230/147,
13-14=-232/139,12-13=-223/166,11-12=-236/151
WEBS 2-20=-74/60,3-19=-82/44,4-18=-82/33,5-17=-80/30,6-16=-78/32,7-15=-75/29,8-14=-110/46,9-13=-42/69,
10-12=-337/148
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 17-0-2 zone;end vertical left
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10)Bearing at joint(s)11,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
1 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 11,4 lb uplift at joint 21,
37 lb uplift at joint 20,19 lb uplift at joint 19,20 lb uplift at joint 18,17 lb uplift at joint 17,18 lb uplift at joint 16,17 lb uplift at joint 15,25
ConiPlagnAtijsiAys,110 lb uplift at joint 13 and 80 lb uplift at joint 12.
Job 'Truss Truss Type Qty Ply ' A0029348I
7036 001 GABLE
2
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 May 25 08:50:47 2015 Page 2
ID:2ljojrOBnOLP6dvHge0718z Gwiq-gKjdmPg7ICKOpOZbePZzH8L1 o918dN8jJxZrzuzDOpM
NOTES-
12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)11,21,20,19,18,17,16,15,14,13,12.
13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
- -
Job Truss Truss Type OCy "
PTy ,
A0029349
7036 D02 GABLE 3 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 May 25 08:50:47 2015 Page 1
15-10-10 ID:2ljojr0Bn0LP6dvHge0718zGwiq-gKjdmPg7lCKOp0ZbePZzH8L?g9kcdMijJxZszuzO0pM
t9-0-0
19-0-0
W
3.00 FIT 300 Scale:1/4"=1'
11 °
2x4 II
2x4 II 4 3x4
3x4
23 L�
ss L.
2x4 II O 8
10
8.00 12
7 2x4 II
•
9
3x4
8
2x4 II
o
9
2x4 II
15-10-10
19-0-0
19-0-0
Plate-Offsets(X,Y)-- [5:0-5-5,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip IDOL 1.25 TC 0.42 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Ina YES WB 0.09 Horz(TL) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:72 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 j MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
L Installation guide__
REACTIONS. (lb/size) 9=199/19-0-0 (min.0-1-11),5=194/19-0-0 (min.0-1-11),8=499/19-0-0 (min.0-1-11),6=534/19-0-0 (min.0-1-11)
Max Horz 9=141(LC 8)
Max Uplift5=-68(LC 8),8=-86(LC 8),6=-91(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-9=-156/85,1-10=-55/30,2-10=-20/39,2-3=-61/76,3-4=-59/91,4-11=-88/131,5-11=-71/139
BOT CHORD 8-9=-177/117,7-8=-180/67,6-7=-156/115,5-6=-180/102
WEBS 2-8=-377/154,4-6=-392/154
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.0psf;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 17-11-11 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)Gable requires continuous bottom chord bearing.
5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
6)Gable studs spaced at 6-0-0 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)5,6 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 68 lb uplift at joint 5,86 lb uplift at joint 8
and 91 lb uplift at joint 6.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)9,5,8,6.
12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
[Job ---Truss 'Truss Type Oly - Ply I
A0029350
;7036 EJO1 Jadr-Open 1 1
Job Reference(optional)Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015'Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Mon May 25 08:50:48 2015 Page 1
20-7-0 ID:2ljojr0BnOLP6ct ~i a 718zGwiq-IWH7 zlhMNSFR98oC65CpMuGJY8yMgLsXbJOVKzDOpL
2-0-0
2-0-0
Scale=1:10.6
2
6.00 12 1I 1
50#/-200
0.5-81 ,
�� 411
►/
=, 36f/-10
3 x 5 I I 3 20.7-0
20-7-0 21-9-9
I 2-0-0 I
2-0-0
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) , Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 (min.0-1-8)
Max Horz 1=29(LC 12)
Max Uplift2=-20(LC 12),3=-1(LC 12)
Max Grav2=50(LC 1),3=36(LC 3),1=80(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-28/18
BOT CHORD 1-3=-44/28
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)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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 2 and 1 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
job------ Truss — 'Truss Type Q ty Ply � , i
A0029351,
7038 EJ02 Springs. Jack Apr 30 201,P�1n�
Open 15 1
� I Job Reference(optional) . 1
Building Component Supply.Green Cove S s.FL Run:7.620 s 7.620 s Apr 30 2015 MiTek Industries,Inc Mon May 25 0850:48 2015 Page 1
20-7-0 ojr0Bn0LP6d �10/18zGwiq-IWH?zIhMWSFR98oC65CpMuGGY8sMgLsXbJOVKzDOpL
2-0-5
2-0-5
Scale=1:10.6
2 ,
, .
6.00 I 12
I
1 _. .
T1
n
r: 1 49#/-24# �
79#/-17#
05-8'1 1-8) N
H 1 r
■
3x5 I I 20-7-0
20-7-0 21-9-12
I--- 2-05 i
2-0-5
Plate Offsets(X,Y)— [1:0-2-8,0-0-7]
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 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >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 FBC2010/TPI2007 (Matrix-M) Weight:7 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=49/Mechanical,3=30/Mechanical,1=79/0-5-8 (min.0-1-8)
Max Horz 1=28(LC 12)
Max Uplift2=-24(LC 12),3=-16(LC 12),1=-17(LC 12)
Max Grav2=49(LC 1),3=36(LC 3),1=79(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-32/18
BOT CHORD 1-3=-53/26
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 2,16 lb uplift at joint 3 and
17 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
clob Truss Truss Type (Sy -Ply I
A0029352
7036 EJ04 Jadc-0pen 1 1
Job Reference(optional) ‘.
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.6220779 30 2015 MTek Industries.Inc. Mon May 25 08:50:48 2015 Page 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718 1q 1 WH?z1hIVWSFR98oC65CpMuDgY6wMgLsXbJOVf lzDOpL
f -- 4-0-0
4-0-0
Scale=1:15.4
2 ,
6.00 I t►
7
158#/0#
103#/-41#
0-5-8(0-1-8) T1
r,
N , N
i N
N
1
n PIA
81
3
73#/0#
3x5 I I 20-7-0
20-7-0 22-9-9
4-0-0 4-0-0
Plate Offsets(X,Y)— [1:0-2-80-0-7j
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.03 3-6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2010JTPI2007 (Matrix-M) Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE - - --
MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-5-8 (min.0-1-8)
Max Horz 1=57(LC 12)
Max Uplift2=-41(LC 12)
Max Grav2=103(LC 1),3=73(LC 3),1=158(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-59121,2-7=49/37
BOT CHORD 1-3=-101/65
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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 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 41 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
o Truss Truss Type — — - .Qty Ply -I
A00293531
7036 EJ05 Jack-Open 3 1
Job Reference(optional) 4
Budding Component Su
g po Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 �qr 207 5 AhTek Industries.Inc. Mon May 25 08:50:48 2015 Page 1
20 7-0 ID:2ljojrOBnOLP6dvHge07182 - ?z1hNWSFR98oC65CpMuCpY58MgLsXbJOVKzDOpL
4-6-4
4-6-4
Scale=1:16.6
2
i,
6.00 12
178#/0#
7 1170/-48#
0-5-8(0-1-8)
T1 / d
M N
1
l
■ B,
3
/ 83#/0#
3x5 II 20-7-0
20-7-0 23-0-11
4-6-4
4-6-4
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.03 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.06 3-6 >953 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purtins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE required cross recommends that Stabilizers and requir cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=117/Mechanical,3=61/Mechanical,1=178/0-5-8 (min.0-1-8)
Max Horz 1=64(LC 12)
Max Uplift2=-46(LC 12)
Max Grav2=117(LC 1),3=83(LC 3),1=178(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-67/24,2-7=-58/42
BOT CHORD 1-3=-118/75
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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-8 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 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
A0029354
7036 EJ06 Jack-Open 14 1
Job Reference(optional) ,
Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Ap 15 MiTek Industries,Inc. Mon May 25 08:50:48 2015 Page 1
20 7-0 ID:2ljojrOBnOLP6dvHge0718zGwk zIhIVVVSFR98oC65CpMu92Y2mMgLsXbJOVKzDOpL l
6-0-0
6-0-0
'I Scale=1:20.1
2 11
238/11-60# 6.00 12 157#1-71
0-5-8(0-1-8) 8
Y il
C3 A
N
7 t/i
1
Y MA N
d 1. B1 `
III . 111#/-40#
20-7-0
2044x5 I I 23-9-9
F — 8-0-0 I
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.16 3-6 >441 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.17 3-6 >408 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 (min.0-1-8)
Max Horz 1=86(LC 12)
Max Uplift2=-71(LC 12),3=-40(LC 12),1=-60(LC 12)
Max Grav2=157(LC 1),3=111(LC 3),1=238(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-97/60,7-8=-89/27,2-8=-88/56
BOT CHORD 1-3=-161/101
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 5-11-4 zone;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 2,40 lb uplift at joint 3 and
60 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
[TOY Truss Truss Type Qty Ply A0029355
7036 EJO6A Jack-Open 3 1
Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL Run:7.620 s-Apr 30 2015 Print 7.620 s Apr 30 20 k Industries,Inc. Mon May 25 08:50:49 2015 P e 1
12-1-2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-mjgN• pa62Jj_mgcRMZQO4ySK5Hr0mF2y2mzD0pK
2-0.5 { 4-0-5
2-0-5 2-0-0 1-11-11
Scale=1:17.0
4x5=
2 3
T2 i
6.00 W 4 a
N 1 N
N
1 is
d IN B1 •
5 4
2x4 I I 17#/-4#
3x5 II 12-1-2
12-1-2 14-5-0
4-0-5 6-0-0
{ 4.0.5 I 1-11-11
Plate Offsets(X,Y)— [1:0-2-8,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. f DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 1 Vert(LL) 0.02 5-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.02 5-8 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:23 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 6-0-0 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 Installation guide.
REACTIONS. (lb/size) 3=57/Mechanical,4=4/Mechanical,1=413/0-3-8 (min.0-1-8)
Max Horz 3=-449(LC 1),1=449(LC 1)
Max Uplift3=-26(LC 8),4=-4(LC 8),1=-153(LC 12)
Max Grav3=57(LC 22),4=17(LC 3),1=413(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-9=-550/620,2-9=-485/625,2-3=-449/608
BOT CHORD 1-5=-144/155,4-5=0/0
WEBS 2-5=-160/128
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-5,Exterior(2)4-0-5 to 5-11-4
zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 3,4 lb uplift at joint 4 and
153 lb uplift at joint 1.
8)Non Standard bearing condition. Review required.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty -Ply A0029358
7038 EJ086 JackOpen 5 1 Job Reference(optional) Y ags
Budding Component Supply,dean C o v e Sprfn9s,Fl- Run ID:20013BnOLP6dvHge07120 s Inc.Mon
MZQK2syfJAS bOmF2y211 1:11(
20-7-0 5-11-0
I
5.11-0 I
Scale.1:20.8
2 1!111
234W-598 6.00 FIT
1551f/-70#
03$(0-1-8) 8
N
7
1
7f Eli d . B7
a 1 09#/-40#
3x5 I I 3
20-7-0
20-7-0 23-9-1
5-11-0
5-11-0
Plate Offsets(X,Y)- [1:0-2-8,0-0-7]
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 0.49 Vert(LL) 0.15 3-6 >458 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.16 3-6 >426 180
BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. -
REACTIONS. (lb/size) 2=155/Mechanical,3=79/Mechanical,1=234/0-3-8 (min.0-1-8)
Max Horz 1=84(LC 12)
Max Uplift2=-70(LC 12),3=-40(LC 12),1=-59(LC 12)
Max Grav2=155(LC 1),3=109(LC 3),1=234(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-96/59,7-8=-88/27,2-8=-87/55
BOT CHORD 1-3=-160/99
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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-10-4 zone;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 2,40 lb uplift at joint 3 and
59 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
.!-06 Truss Truss Type Qty Ply •
1 A0029357
7036 EJO6C Jack-Open 2 1
Job Reference(optional)
Budding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 21kriaN industries.Inc. Mon May 25 08:50:49 2015 Page 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-mj i pa62Jj_mgcRMZQMWyJi5Hj0mF2y2mzDOpK
2-0-5 I 4-0-5 5-11-0
2-0-5 2.0-0 1-10-11
Scale=1:17.0
4x5=
2 A T2
8.00 12 '■
9
55fN-251
234#/-71#
1` 0-3-8(0-1-0) T1 n
N c N
N
1
Y ,� • �`/I
12 M 81
W. 5 4
FA 2x4 I'. 179#/-80#
3x5 II 20-7-0
20-7-0 22-10-15
4-0-5 5-11-0
i I
4-0-5 I 1-10-11
Plate Offsets(X,Y)-- [1:0-2-0,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.21 5-8 >333 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.23 5-8 >300 180
BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.13 3 n/a n/a
BCDL 10.0 Code FBC201O/TPI2007 (Matrix-M) Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 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 Installation guide.
REACTIONS. (lb/size) 3=55/Mechanical,4=179/Mechanical,1=234/0-3-8 (min.0-1-8)
Max Horz 1=59(LC 12)
Max Uplift3=-25(LC 8),4=-80(LC 12),1=-71(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-9=-111/123,2-9=-59/37,2-3=0/0
BOT CHORD 1-5=-127/66,4-5=0/0
WEBS 2-5=-179/191
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 4-0-5,Exterior(2)4-0-5 to 5-10-4
zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 3,80 lb uplift at joint 4 and
71 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty 'Ply •
A0029358
17036 EJO6T Jack-Open 7 1
L_ Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s r 2015 MiTek Industries,Inc. Mon May 25 0850:49 2015 1
12-1-2 ID:2ljojrOBnOLP6dvHge0718zG NB5iNHpa62Jj_mgcRMZQNkyM95Hb0mF2y2mz pK
33-8 {— 2
Scale=1:20.6
3 „
•
237#/-1# 6.00 12 '
131#/-44#
3x4 II
0-5-8(0-1-8)
2j
�! N
N
10 k5
B2 NE
1 I, B3 4 i
•.4x5 II
CS B1 108#/-8# d
6
2x4 II
3x5 II 12-9-2
12-1-2 15-3-11
3-3-8 8-0-0
3-3-8 2-8-8
Plate Offsets(X,Y)- [1:0-2-8,0-0-7]
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 0.32 Vert(LL) 0.05 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.11 4-5 >647 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2010/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 purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
82:2x4 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 Installation guide.
REACTIONS. (lb/size) 3=131/Mechanical,4=106/Mechanical,1=237/0-5-8 (min.0-1-8)
Max Horz 1=86(LC 12)
Max Uplift3=-44(LC 12),4=-8(LC 12),1=-1(LC 12)
Max Grav3=131(LC 1),4=108(LC 3),1=237(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-272/43,2-10=-236/49,2-3=-60/51
BOT CHORD 1-6=-141/211,5-6=-12/68,2-5=-14/73,4-5=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 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 44 lb uplift at joint 3,8 lb uplift at joint 4 and
1 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
,Job ITruss Truss Type Qty Ply ,
A0029359
7036 EJO6TA Jack-Open 4 1
Job ID:21jojr0BnOLP6dvHgeO Re y r. EvOIlORj9 27izggTIAKX7gunzwUMi7gkktt9?voVi CzDOpJ
Building Component Supply,Green Cove Springs,Fl Run:7 620$Apr 30 2015 Print 7.620$ r,�, Page
12-1-2 2-5-8 6-0-0
I
2-5-8 I 34-8
Scale=1:20.5
3 I
237 4/-14 6.00 12 1429/-509
0-5-8(0-1-8) 'f
3 x 4 I I 11
C•1 2 N N
10 cb
NM
1 Oi B3 a
n M 4x5 II 108W 211E o
d B1
IIIM
6
2x4 I I
3x5 II 12-9-2
12-1-2 15-3-11
2-5-8 6-0-0
2-5-8 I 3g8
Plate Offsets-(X,Y)-- [1:0-2-8,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.07 4-5 >960 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.15 4-5 >463 180
BCLL 0.0 * Rep Stress Ind YES WB 0.00 Horz(TL) 0.04 4 n/a n/a
BCDL 10.0 Code FBC2010/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 purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B2:2x4 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 Installation guide.
REACTIONS. (lb/size) 3=142/Mechanical,4=96/Mechanical,1=237/0-5-8 (min.0-1-8)
Max Horz 1=86(LC 12)
Max Uplift3=-50(LC 12),4=-2(LC 12),1=-1(LC 12)
Max Grav3=142(LC 1),4=108(LC 3),1=237(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-300/64,2-10=-264/68,2-11=-70/24,3-11=-64/53
BOT CHORD 1-6=-163/236,5-6=-18/59,2-5=-1/81,4-5=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 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 50 lb uplift at joint 3,2 lb uplift at joint 4 and
1 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Ply A0029360
7036 EJ07 Jack-Open 10 1
Job Reference(optional) _,____.
Buikling Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 2015 Welt Industries.Inc. Mon May 25 08:50:50 2015 Page 1
1&&10 ID:21jojr0BnOLP6dvHge07 -EvOIORj?27izgTIAKX7gunzY9MkWgkr9?voVaCzDOpJ
I I2-2.8 5-6-8
2-2-0 3-4-2
Scale=1:19.3
3 11 •
• t ,
6.00 I 12
270#/0# 123#/-38# '
N
0-5-8(0-1-8) T1
2 , � N
1
92#/00
d '' 5x6 d
1 6.00 F1T
3x4
20-7-0
19-8-10 22-8-7
2-2-6 5.8.8 I
Y-2.6 I 3.42
Plate Offsets(X,Y)— [2:0-0-0,0-2-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.11 7 >598 180
BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) 0.03 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B1:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=270/0-5-8 (min.0-1-8),3=123/Mechanical,4=86/Mechanical
Max Horz 1=84(LC 12)
Max Uplift3=-38(LC 12)
Max Grav1=270(LC 1),3=123(LC 1),4=92(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-140/0,2-3=-106/48
BOT CHORD 2-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-9-6,Interior(1)2-9-6 to 5-5-12 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.
4)Refer to girder(s)for truss to truss connections.
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 38 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 en Ply A0029361
7036 EJ08 Jack-Open 1 1
Job Reference(optional) •
�yy��
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print geig s Apra 2015 MI Tek
Inc. Mon
unzVWMjmgkr9?voVaCzDOpJ
ID:2ljojrOBr10LP6dvHge��1�f9 q- 1� 9
12-1-2 60-0
6.0-0
Scale=1:23.6
2
6.00 12
158#/-62#
8
Y Ti n
n t)
7
1
HW1
B1
3x5 3
12-1-2 15-3-11
6-0-0
•
6-0-0
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.08 3-6 >936 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 3-6 >398 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/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.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
• Installation guide.
REACTIONS. (lb/size) 2=158/Mechanical,2=158/Mechanical,3=80/6-0-0 (min.0-1-8),1=238/6-0-0 (min.0-1-8),1=238/6-0-0 (min.0-1-8)
Max Horz 1=86(LC 12)
Max Uplift2=-62(LC 12)
Max Grav2=158(LC 1),2=158(LC 1),3=112(LC 3),1=238(LC 1),1=238(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-89/17,7-8=-79/29,2-8=-76/56
BOT CHORD 1-3=-140/104
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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 62 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 MUSS MUSS Type Qty Ply A0029362
7038 E 1C Run:7.620 s 302015 Print:7.6 0 ss Apr 30 2015(optional)
Industries,Inc.Mon May 25 0810:50 k ?20115 Pag J
Budding Component Suppy,Green Cove Spmpa,FL ID:21jo r0Bn0l11 f lge0718zGwq EvOlORj 27izgTIAKX7gunzO q P
10-1-2 6-0,0
F
6-0-0
Scale:3/8"=1'
2111
338#/-81# 6.00 12
0
82#1-10#
0-5-8(0-1-8) 6
5
4x5 11
NN
li,I
B7 . 1
1 94#/0#
4 3
3x4 'I
10-1-2 15-31 i 1
6-0-0
• 6-0-o
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) l/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.04 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.09 3-4 >754 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 I Code FBC2010/TPI2007 l (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 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.
I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=338/0-5-8 (min.0-1-8),2=82/Mechanical,3=43/Mechanical
Max Horz4=117(LC 1),2=-148(LC 17)
Max Uplift4=-81(LC 12),2=-10(LC 8)
Max Grav4=338(LC 1),2=82(LC 1),3=94(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-265/222,1-5=-236/202,5-6=-198/212,2-6=-194/222
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;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 5-11-4 zone;end vertical left
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 4 and 10 lb uplift at joint 2.
6)Non Standard bearing condition. Review required.
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 MUSS Type Qty Ply A0029363i
17036 EJO9A .Open 1 1
Job Reference(optional)
Building Component Suppy,Green Cove Springs FL Run:7.820 s Apr 30 2015 Print .620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 Og:50:50 2015 Page 1
1412 ID:21jojr0Bn0L ge0718zGwiq-EvOIORj?27izgTIAKX7gunzYEMnvgjl9 7voVaCzDOpJ
2-1-14 4-0.5 6-0-0
2-1-14 j 1-10.6 I 1-11-11
4x5= Scale=1:28.7
6.001-1-2- 2 -�
i
3986/-330 7 s T2
570%280
45-8(41-8)
3x4
1
Illiii
n
B1 'j
►M
IIIMI 5 8#/00
6 3x4= 4
2x4 I t W
10-1-2 1W
4-0-5 --f-- 6-0-0--- I
4.05 1-11-11 -- --
LOADING(psf) I SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.03 5-6 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.10 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 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 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing -I
be installed during truss erection,in accordance with Stabilizer
Installation guide. - - - --
REACTIONS. (lb/size) 6=398/0-5-8 (min.0-1-8),3=57/Mechanical,4=8/Mechanical
Max Horz6=223(LC 1),3=-227(LC 17)
Max Uplift6=-33(LC 12),3=-26(LC 8)
Max Grav6=398(LC 1),3=57(LC 22),4=8(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-362/184,1-7=-294/157,2-7=-226/164,2-3=-227/193
BOT CHORD 5-6=-223/54,4-5=0/0
WEBS 1-5=-66/261,2-5=-60/78
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp 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 4-0-5,Exterior(2)4-0-5 to
5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 33 lb uplift at joint 6 and 26 lb uplift at joint 3.
8)Non Standard bearing condition. Review required.
9)"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 Ply
7036 EJ10 JACK-OPEN 4 1 A0029384
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 May 25 08:50:51 2015 Page 1
10-1-2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-i5y8rnjdpOggldtwtEep_WhOm3fZBbJDZX26fzDOpl
6-0-0
6-0-0 0-1-0
2x4 I I Scale=1:14.2
3
3.00 12
11
3x2 4= 10
1
d ■ 81 ■
„4x6 I I 5
2370/-39#
4
2x4 II
0-548(0-2-8) 10-1-2
6-0-0 671.0
239#/-28# 6-0-0 0-1-0
Plate Offsets(X,Y)-- [1:0-2-8,0-4-15j
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 0.44 Vert(LL) -0.06 5-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.17 5-8 >415 180
BCLL 0.0 • Rep Stress Ina YES WB 0.03 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:23 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
SLIDER Left 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=239/0-5-8 (min.0-1-8),5=237/Mechanical
Max Horz 1=47(LC 8)
Max Uplift 1=-28(LC 8),5=-39(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-317/294,2-10=-38/5,10-11=-34/12,3-11=-32/29
BOT CHORD 1-5=-205/255,4-5=0/0
WEBS 3-5=-149/110
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 5-10-4 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 28 lb uplift at joint 1 and 39 lb uplift at joint 5.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
fob Truss •Truss Type Ply
A0029365
7036 EJ11 Jack-Open 1 1
Springs,FL Run:7.620 ss A� Job Reference(optional)Wo
Build' Com orient Supply, _ - --- 2015 Print 7.620 s 15 MTek Industries,Inc. Mon May 25 08: 0:51 2015 P2 1
Building p ppty,Green Cove S ge
12-1-2 n0LP6dvHge071 1 'q-t5y8cnjdpOggldtNtFevR_Wh2rn4JZB5JDZX26fzDOpl
f 54.8 5- - - —I
Scale=1:18.9
2
6.0012
213#/0# 140#/-55#
8
0-5-8(0-1-8)
T1
d
7 N
1 11
■ B1
►1
99#/0#
3x5 II 3
12-1-2
12-1-2 14-11-15
5-4-8
5-4-8
Plate Offsets(X,Y)-- 11:0-2-8,0-0-7]
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 0.39 Vert(LL) 0.05 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.11 3-6 >567 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE o - - required
MiTek recommends that Stabilizers and re cross bracing
Left:2x4 SP No.3
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=140/Mechanical,3=72/Mechanical,1=213/0-5-8 (min.0-1-8)
Max Horz 1=77(LC 12)
Max Uplift2=-55(LC 12)
Max Grav2=140(LC 1),3=99(LC 3),1=213(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-81/12,7-8=-79/28,2-8=-70/50
BOT CHORD 1-3=-131/92
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-12 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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 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
A0029366
7036 EJ12 Jack-Open 2 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pont 7.620 s Apr P2g MiTek Industnes,Inc. Mon May 25 08.50:51.2015 Page 1
12-1-2 ID:2ljojr0Bn0LP6dvHge0718zg49 y8cnjdpOggldtNtFevR_Whgm3hZB5JDZX26fzD0pl
5-48
5-4-8
Scale=1:17.5
2
5.3412 7 •
213#/-5# 140#/-51#
1
a, 0-5-8(0-1-8) T1 -
r iN
1
■ B1
3
99#/0#
3x6 II
12-1-2
12-1-2 14-8-9
5-4-8
5-4-8 •
Plate Offsets(X,Y)-- [1:0-3-0,0-1-5]
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 0.42 Vert(LL) 0.08 3-6 >841 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 3-6 >570 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=140/Mechanical,3=72/Mechanical,1=213/0-5-8 (min.0-1-8)
Max Horz 1=68(LC 12)
Max Uplift2=-51(LC 12),1=-5(LC 12)
Max Grav2=140(LC 1),3=99(LC 3),1=213(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-89/24,2-7=-74/46
BOT CHORD 1-3=-196/91
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;Enc.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 4-2-15,Exterior(2)4-2-15 to 5-3-12 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 51 lb uplift at joint 2 and 5 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
!Job Truss Truss Type Qty Ply
,7036 EJ13 Jack-Open 2 1 A0029367
Job Reference(optional)
Budding Component Supply,Green Cove Songs,FL - - Run:7.62 302015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. May 25 08:50:51 2015 Page
10-1-2 2-0-5 1 jrOBn0LP6dvHge0718zGwiq-i5y8cnjdpQggldtNtFevR_WhFm6pZB5JDZX26fzDOpl
2
2-0-5
6.00 12 Scale=1:20.6
2
77#/-6# I�
3x4 T1
1 64#/52#
0- :(0-1-8)
•
• B1
,1 I
47#/-32#
4 3x4 II 10-1-2
10-1-2 13-3-14
2-0-5
2-0-5
Plate Offsets(X,Y)-- [4:0-2-0,0-0-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.00 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.00 3-4 >999 180
BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.05 2 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 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=73/0-5-8 (min.0-1-8),2=53/Mechanical,3=20/Mechanical
Max Horz 4=80(LC 12)
Max Uplift4=-6(LC 10),2=-52(LC 12),3=-32(LC 12)
Max Grav4=77(LC 19),2=64(LC 17),3=47(LC 10)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-56/14,1-2=-58/32
BOT CHORD 3-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 4,52 lb uplift at joint 2 and
32 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job - Oty '
Truss 'Truss sType
�7036 FT01 ROOF SPECIAL 1 1 A0029381
I -- -._-- --- -- ------__--._--_._- ___--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 May 25 08:5052 2015 Page 1
10-12 ID:2ljojr0Bn0LP6dvHge0718zGwxl-AIVVVVp7kGakyhvnSZRy98_C2jwAGZlOvSS { 5zD0pH
40-0 l 6-9-0 l 10-2-14 13-1-8 16-4-4 19-10-8
4-0-0 2-9-0 3-5.14 2-10-10 3-2-12 3-6-4
6.00 12 5x6= Scale=1:35.0
3 17
4x5= 4x5= A
idr 5x12= 3x4 II
r. Ti 18 O% 5
T4 = 2x4 II 4x10=
a ::,. = 7 8 qq
VV1 w1 1 ■T5 r•�ii' N
V '''' I ❑ - _ ■ B2
1280#/-136(SP-THD26 14 13 12 11 10 =�
15 83x4 II
4x10= 3x5= 6x8= 3x4 II 5x12-
2x4
0-5-0(0-1-10)
1397#/-203#
10-1-2 10-1-2
4-0-0 6-9-0 — 10-2-14 I 13-1-8 16-4-4 19-10-8
4-0-0 2-9-0 3-5-14 2-10-10 3-2-12 3-6-4
Plate Offsets(X,Y)-- [1:0-2-0,0-2-0],[2:0-2-4,0-2-0],[3:0-2.4,0-1-81[4:0-7-0,0-3-0],[6:0-2-0,Edge] [10:0-2-12,0-2-121,112:0-2-12L0-2-81J14:0-3-12,0-2-0]
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 0.96 Vert(LL) -0.36 11-12 >652 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.63 11-12 >373 180
BCLL 0.0 * Rep Stress lncr NO WB 0.92 Horz(TL) 0.07 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:111 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except
T5:2x4 SP No.1 end verticals.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing.
B2:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3`Except` be installed during truss erection,in accordance with Stabilizer
W8,W4:2x4 SP No.2,W9:2x4 SP No.1 Installation guide.
REACTIONS. (lb/size) 15=1280/Mechanical,9=1397/0-5-0 (min.0-1-10)
Max Horz 15=22(LC 12)
Max Uplift15=-136(LC 12),9=-203(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-1247/226,1-16=-1672/272,2-16=-1672/272,2-3=-1997/357,3-17=-3972/699,4-17=-4024/686,4-18=-465/67,
5-18=-465/67,6-11=-59/24,5-6=-172/45,6-19=-3867/691,7-19=-3867/691,7-20=-3867/691,8-20=-3867/691,
8-9=-1321/253
BOT CHORD 14-15=-51/48,13-14=-303/1569,12-13=-303/1569,11-12=-1040/5748,10-11=-1110/6151,9-10=-28/152
WEBS 3-14=-45/401,3-12=-474/2854,6-10=-2391/438,7-10=-401/110,8-10=-694/3888,4-12=-953/202,6-12=-2432/453,
4-6=-3208/546,2-14=-1166/243,1-14=-315/1939
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=3.0psf;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 6-9-0,Exterior(2)6-9-0 to 9-9-0,
Interior(1)10-2-14 to 19-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 15 and 203 lb uplift at
joint 9.
8)Load case(s)25,26 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down and 73 lb up at 13-5-4
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 Except:
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Continued on page 2
oTE Truss Truss Type - QY Ply
A0029381
7036 FT01 ROOF SPECIAL 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL - Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 0850:52 2015 Page 2
I D:2ljojrOBnOLP6dvHge0718zGw1q-A III W Vp7kGakyhvnSZRy98_C2jwAGZ IQvSSDHce5zDOpH
LOAD CASE(S) Standard Except:
Uniform Loads(plf)
Vert:1-2=-100,2-3=-100,3-4=-100,4-5=-100,6-8=-100,9-15=-20
Concentrated Loads(Ib)
Vert:19=-327
25)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),4-5=-100(F),6-8=-100(F),9-15=-10(F)
Concentrated Loads(Ib)
Vert:19=-300
26)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),4-5=-100(F),6-8=-100(F),9-15=-10(F)
Concentrated Loads(Ib)
Vert:19=-300
Job Truss Truss Type Qty Ply ,
A0029382
7038 FT02 ROOF SPECIAL 1 1
Job Reference(optional)
Bolting Component Supply.Green Cove Springs,FL -Run:7.620 s st Mon Apr 30 2015 Print.7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:50:52 2015 Page 1
10-1-2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-AIWWp7kGakyhvnSZRy98_C2IFAGQIQzSSp1e5zDOpH
2-0-0 8-9-0 9-3-13 11-2-11 13-1-8 16-4-4 19-10-8
2-0-0 I 4-9-0 2-6-13 1-10-13 1-10-13 3-2-12 3-6-4
Scale=1:35.0
5x6=
6.00 I 12 3
�'� 4x6-- 4x10 - 3x4 II
5 8
4x5= 4x5:0„1080.0, \: pia ra
rI1 2x4 H 4x10=
�, hi 8 9
a ■T5 rrr a
4 °4 ■; ■ y rim
•,n --- B1 m B2 lw
1280#/-1 icit5 P- I-ID26 15 Ill■
17 14 13 12 11 I 10
2x4 I 4x10-- 3x4 4x10 4x8= 3x4 II 5x12= 3x4 II
0-5-0(0-1-10)
1397#/-216#
10-1-2 10-1-2
2-0-0 9-3-13 11-2-11 13-1-8 _ 16-4-4 19-10-8
2-0-0 7-3-14 I 1-10-13 1-10-13 �- 3-2-12 -1 3-6-4
Plate Offsets(X,Y)- [1:0-2-0,0-2-0),[2:0-2-0,0-2-4],[3:0-2-12,0-2-0],[4:0-1-12,0-2-4],[5:0-3-0,0-2-0],[7:0-2-0,Edge],[11:0-2-12,0-2-12],[13:0-2-12,0-1-12],[14:0-4-12,0-1-8],
[16:0-4-4,0-2-0]
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 0.88 Vert(LL) -0.33 12-13 >717 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.58 12-13 >408 180
BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(TL) 0.08 10 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:112 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except
T5:2x4 SP No.1 end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing.
B2:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3'Except* be installed during truss erection,in accordance with Stabilizer
W9,W4:2x4 SP No.2,W10:2x4 SP No.1 Installation guide.
REACTIONS. (lb/size) 17=1280/Mechanical,10=1397/0-5-0 (min.0-1-10)
Max Horz 17=80(LC 12)
Max Uplift17=-130(LC 12),10=-216(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-1279/186,1-2=-1534/231,2-18=-1951/329,3-18=-1850/342,3-4=-3175/555,4-19=-2742/465,5-19=-2742/465,
5-20=-232/24,6-20=-232/24,7-12=-110/57,6-7=-101/26,7-21=-3867/719,8-21=-3867/719,8-22=-3867/719,
9-22=-3867/719,9-10=-1323/262
BOT CHORD 16-17=-113/76,15-16=-347/1580,14-15=-347/1580,13-14=-549/2778,12-13=-1091/5817,11-12=-1160/6151,
10-11=-29/152
WEBS 1-16=-289/1931,2-16=-1172/246,3-16=-178/311,3-14=-323/2127,4-14=-1519/279,5-7=-3277/613,7-13=-3533/629,
7-11=-2391/461,8-11=-394/109,9-11=-722/3888,5-13=-363/1902,5-14=-162/95
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=3.0psf;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 2-0-0,Interior(1)2-0-0 to 6-9-0,Exterior(2)6-9-0 to 9-3-13,
Interior(1)12-11-12 to 19-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 130 lb uplift at joint 17 and 216 lb uplift at
joint 10.
8)Load case(s)25,26 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down and 73 lb up at 13-5-4
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 Except:
Continued on page 2
Job 'Truss Truss-Type •Qty Ply
A0029382
7036 FT02 ROOF SPECIAL 1 1
Job Reference(optional)
Budding Component Supply,Green Cove Spangle,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:50:52 2015 Page 2
ID:2ljojr0Bn0LP6dvHge0718zGwiq-AI W Wp7kGakyhvnSZRy98_C2IFAGQIQzSSDHceSzDOpH
LOAD CASE(S) Standard Except:
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100,2-3=-100,3-4=-100,4-6=-100,7-9=-100,10-17=-20
Concentrated Loads(Ib)
Vert:21=-327
25)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),4-6=-100(F),7-9=-100(F),10-17=-10(F)
Concentrated Loads(Ib)
Vert:21=-300
26)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),4-6=-100(F),7-9=-100(F),10-17=-10(F)
Concentrated Loads(Ib)
Vert:21=-300
•
-Jb --- .Truss - Truss Type •Qty Ply
A00293831
7036 FT03 ROOF SPECIAL 1 1
Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL - Run:7 620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08 50:52 2015 Ppb�e 1
10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-AIWWp7kGakyhvnSZRy98_C2jUAH8IPsSSp1 e5zDOpH
6-108 7-7-5 12-1-2 16-7-0 18-1-12 . 20-0-0
6-10-8 0.8-13 4-5-14 4-5-14 1-6-12 1-10-4
Scale=1:34.6
4x6
2 4x5 4x10 3x4 II
8.00 W 01.-Y a3 4 19 20 5
i II 18
imi
of 2x4 II 6x8= CM
710= 7 $
cil el 1w ilw
I v HWi 'illl!d�inin iszk qq
Y
-- 13 12 11 10 ►31
5x6 5x12= 4x6= 2x4 II 7x10= 93x4=
05$(0-1-9) 0-5-0(0-2-5)
10-1-2 10-1-2
1330#/-125#
6-10-8 7-7-5, 12-1-2 16-7-0 18-1-12 20 f�
6-10-8 0-8-13 4-5-14 I 4-5-14 I 1-6-12 1 1-10-4
Plate Offsets(X,Y)— [1:0-2-12,0-0-11],[6:0-4-0,0-3-8],[8:0-3-0,0-2-4],[9:Edge,0-1-8],[10:0-5-0,0-3-4],[13:0-3-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.21 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.37 11-12 >645 180
BCLL 0.0 * Rep Stress Incr NO WB 0.99 , Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:111 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
T1:2x4 SP No.1,T4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing.
BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.3-4-6,6-12
B2:2x4 SP SS Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
WEBS 2x4 SP No.3`Except* nails,6in o.c.,with 3in minimum end distance.
W6:2x4 SP No.1,W7:2x4 SP No.2 Brace must cover 90%of web length.
OTHERS 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 Installation guide.
REACTIONS. (lb/size) 9=1984/0-5-0 (min.0-2-5),1=1330/0-5-8 (min.0-1-9)
Max Horz 1=172(LC 12)
Max Uplift9=-341(LC 9),1=-125(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-2096/316,17-18=-1952/320,2-18=-1950/333,2-3=-2282/388,3-4=-2025/361,4-19=-210/27,19-20=-210/27,
5-20=-210/27,6-11=-95/72,5-6=-191/55,6-21=-3232/666,7-21=-3232/666,7-8=-3232/666,8-9=-1895/396
BOT CHORD 1-13=-430/1746,12-13=-486/2242,11-12=-1043/5256,10-11=-1099/5417,9-10=-35/171
WEBS 4-6=-2327/442,6-12=-3087/570,6-10=-2505/496,4-12=-113/807,3-13=-1073/179,4-13=-462/99,2-13=-210/1509,
7-10=-460/122,8-10=-724/3510
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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-10-8,Exterior(2)6-10-8 to 7-7-5,
Interior(1)16-5-4 to 19-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 341 lb uplift at joint 9 and 125 lb uplift at joint
1.
7)Load case(s)25 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this
truss.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)932 lb down and 207 lb up at
16-10-12 on top chord. The design/selection of such connection device(s)is the responsibility of others.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard Except:
Continued on page 2
Job Truss Truss Type Qty Ply —
• A0029383
7036 FT03 ROOF SPECIAL 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs.FL - - Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:50:52 2015 Pape 2
I D:2ljojrOB nOL P6dvHge0718zGwiq-AIV W Vp7 kGakyhvn SZRy98_C2jUAH81 PsSSDHce5zDOpH
LOAD CASE(S) Standard Except:
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert 1-2=-100,2-3=-100,3-5=-100,6-8=-100,9-14=-20
Concentrated Loads(Ib)
Vert:21=-932
25)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),3-5=-100(F),6-8=-100(F),9-14=-10(F)
Concentrated Loads(Ib)
Vert:21=-854
Job Truss [Truss Type i Oty Ply ,
7036 F704 I FLOOR 14 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 May 25 08:50:53 2015 paps 1
ID:2ljojrOBnOLP6dvHge0718zG*lq-tUquOTIuL24yy�1RfgNVVPb LZfd1wpbht09BXzDOpG
1011-2 3-2-7 6-1-8 ► 9-0-4 i 11-11-3- _- f 14-10-2 ►__---17-9-1 I 20-8-0 I 22-8-4 1"1 Z 26.9-0
3-2-7 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 2-0-4 4-0-12
Scale=1:44.5
2x4 II 3x12 M18SHS= 0.25 12
5 x 8= 4x8= 4x10= 2x4 I I 4x5 - 2x4 4x10= 5x10 T2OHS=
1 41 2 3 4 5 6 22 23 7 8 qq
T �, -- T2 -, 5x6 ' 10 Y4 25 IIrT
h' �' '". i- ;may '" -'" N���r _ a
19 18 17 16 15 14 13 8x10=11
2x4 II 4x10= 2x4 II 4x5= 2x4 'I 7x14 MT2OHS-- 2x4 II 6x12 4x5 -
0S8(0-1-8) 0-5-8(0-1-12)
9000/-107# 1465#/-219#
10-1-2 10-1-2
3-2-7 � 6-1-6 9-0-4 11-11-3 14-10-2------_---17-9-1 20-8-0 22-8-4 22;11-0 26-9-0
3-2-7 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 2-10-15 2-0-4 0-2-12 3-10-0 --
Plate O f f s e t s(X,Y)-- [4:0-2-12,0-2-0],[8:0-4-12,0-1-121[9:1-1-0,03 12],[9:0-3711,Edge],[10:0-2-14,0-2-6],[11:Edge,0-2-4],[12 0-1-13,0-2-4],[13:0-2-2,0-3-0],[19:0-3-12,0-1-8]
LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.50 16 >539 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.94 16 >288 240 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.75 Horz(TL) 0.11 12 n/a n/a M18SHS 244/190
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.20 16 >999 240 Weight:138 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except
T3:2x4 SP No.2 end verticals.
BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
B1:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer
W5:2x8 SP No.2,W2,W6:2x4 SP No.2 Installation guide.
REACTIONS. (lb/size) 20=900/0-5-8 (min.0-1-8),12=1465/0-5-8 (min.0-1-12)
Max Horz 20=-23(LC 9)
Max Uplift20=-107(LC 8),12=-219(LC 9)
Max Grav20=900(LC 21),12=1465(LC 21)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-20=-851/112,1-21=-2366/275,2-21=-2366/275,2-3=-2366/275,3-4=-2366/275,4-5=-4903/507,5-6=-4903/507,
6-22=-4585/410,22-23=-4585/410,7-23=-4585/410,7-8=-4597/411,8-9=-2389/228,9-13=-209/42,9-10=-2138/216,
10-24=-313/491,24-25=-316/481,11-25=-317/464
BOT CHORD 19-20=-2/146,18-19=-426/3876,17-18=426/3876,16-17=-493/4903,15-16=-493/4903,14-15=-277/3325,
13-14=-282/3313,12-13=-469/319,11-12=-458/317
WEBS 1-19=-270/2328,2-19=-180/52,4-19=-1590/175,4-18=0/67,4-17=-80/1081,5-17=-272/45,6-1640/60,6-15=-336/103,
7-15=-226/51,8-15=-171/1328,8-14=0/75,10-12=-1249/224,8-13=-1033/174,10-13=-317/2670
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-7,Interior(1)3-2-7 to 26-7-4 zone;cantilever right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 20 and 219 lb uplift at
joint 12.
7)Load case(s)21 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this
truss.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)248 lb down and 40 lb up at 20-4-6
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 Except:
Continued on page 2
Job Truss Truss Type -Qty Ply
7036 FT04 FLOOR 14 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 Milek Industries,Inc. Mon May 25 08:50:53 2015 Page 2
ID:2ljojrOBnOLP6dvHge0718zGwiq-fU4u0TIuL24Yxx 1 I?fgN W Pb_LZfd 1 wpbht09BXzDOpG
LOAD CASE(S) Standard Except:
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-9=-67,9-11=-67,11-20=-13
Concentrated Loads(lb)
Vert:9=-248
21)User defined:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plt)
Vert:1-9=-60(F),9-11=-60(F),11-20=-20(F)
Concentrated Loads(lb)
Vert:9=-248
[Job Truss 'Truss Type .Qty .Ply l A0029389
17036 FT39 Common Girder 1 1
L_ - ---._.-_----_-_--..._ --___-_.- _ _ JobReference(optional)Bolding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 0850:53 2015 Page 1
10-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-flJ4u0TIuL24YXx t l?fgNWPc2p51 y?bht09BXzDOpG
2-9-15 5-3-8 7-9-1 10-7-0
I 2-9-15 2-5-9 __+____ 2-5-9 5 9 2-9-15
5x8= Scale=1:20.8
3
8.00 W ,
2x4 II 42x4 II
2
mr i T1
W1 W1 I 5
Ilr il 11 B1
. 1 T[
14 15 7 7x6= 18 17 8 18
01 /
THD26 THD26 JUS24 THD28 7x8_ THD28 [ .
0' -af? 0- 9 0)
2305#/-289# 2-9-15 7-9-1 10-7-0 2544#/-2961
2-9-15 1 4-11-3 I 2-9-15
Plate Offsets(X,Y)-- [1:0-0-0,0-1-11],[3:0-3-0,0-1-12],[5:0-0-0,0-1-11],[6:0-2-12,0-4-12],[7:0-2-12,0-4-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.13 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.25 6-7 >512 180
BCLL 0.0 ` Rep Stress Ind' NO WB 0.61 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight 57 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins.
BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.2`Exce t`
P MiTek recommends that Stabilizers and required cross bracing
W1:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=2305/0-5-8 (min.0-2-12),5=2544/0-5-8 (min.0-3-0)
Max Horz 1=-44(LC 23)
Max Uplift 1=-289(LC 8),5=-296(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3764/468,2-3=-3684/501,3-4=-4427/565,4-5=-4528/534
BOT CHORD 1-14=-387/3297,14-15=-387/3297,7-15=-387/3297,7-16=-238/2203,16-17=-238/2203,6-17=-238/2203,6-18=-445/3968,
5-18=-445/3968
WEBS 3-6=-317/2716,4-6=-142/181,3-7=-228/1688,2-7=-139/135
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 289 lb uplift at joint 1 and 296 lb uplift at joint
5.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Use USP THD26 nth 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 0-10-12 from the
left end to 8-4-12 to connect truss(es)T36(1 ply 2x4 SP),T37(1 ply 2x4 SP),FT01 (1 ply 2x4 SP),FT02(1 ply 2x4 SP)to front face of
bottom chord.
8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-4-12 from the left end to connect truss(es)T38(1
ply 2x4 SP)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down.
9)Fill all nail holes where hanger is in contact with lumber.
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=-60,8-11=-20
Concentrated Loads(Ib)
Vert:14=-492(F)15=-495(F)16=-495(F)17=-1260(F)18=-1260(F)
rJob Truss Truss Type ,Qty Ply .
7036 FTGO1 ROOF SPECIAL GIRDER 1 1 A0029390
f 2_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 May 25 08:50:54 2015 Page 1
10-1-2 ID:2ljojIOBnOLP6dvHge0718zGwiq-7geGEpmW6LDP94by2NBc3d75Sz JrmiyzDOpF
--
6-9-0 8-4-13 13-1-8 16-5-4 -_- --. 19-10-8
6-9-0 1-7-13 4-8-11 3-3-12 3-5-4
Scale=1:35.4
2
6.00 12 " — 4x10- 3 x 4 I I
�� \ 4
T3 im
18 19 20 i
17
2x4 12x14 M18SHS=
Wa 7 7 rb
1 1 I� � ■'i�l�- w7 $
��
81 �� SIN B2 —
j 13 12 11 10 9
2x4// 8
3x8 -- 4x6= 8x12=
0-4-0(0-1-8) 5x8= 0-5-0(0-2-4)
17788/-1958 3853#/-668#
10-1-2 10-1-2
4-3-13 8-4-13 13-1-8 16-5-4 19-10-8
4-3-13 4-1-0 4-8-11 I — 3-3-12 3-5-4
Plate Offsets(X,Y)- [1:0-0-0,0-0-5],[2:0-2-8,0-1 4] [3:0-5-4,0-2-0],[7:Edge,0-3-0],[9:0-3-8,0-3-0],[10:0-3-8,Edge],[11:0-4-0,0-2-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.34 10-11 >687 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.61 10-11 >390 180 M18SHS 244/190
BCLL 0.0 • Rep Stress Incr NO WB 0.97 Horz(TL) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:244 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except
T4:2x4 SP SS end verticals.
BOT CHORD 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B2:2x6 SP SS
WEBS 2x4 SP No.3`Except`
W6,W10:2x4 SP SS,W7:2x4 SP No.2
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 1=1778/0-4-0 (min.0-1-8),8=3853/0-5-0 (min.0-2-4)
Max Horz 1=138(LC 12)
Max Uplift1=-195(LC 9),8=-668(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-2973/513,17-18=-2816/517,2-18=-2808/530,2-3=-4444/866,3-19=-690/118,19-20=-690/118,4-20=-690/118,
5-10=-469/131,4-5=-318/83,5-21=-11105/2335,21-22=-11105/2335,6-22=-11105/2335,6-23=-11105/2335,
7-23=-11105/2335,7-8=-3303/707
BOT CHORD 1-13=-569/2512,12-13=-599/2617,11-12=-599/2617,10-11=-2221/10850,9-10=-2714/13099,8-9=-145/677
WEBS 2-13=-295/68,2-11=-582/3238,3-11=-890/169,3-5=-3530/702,5-11=-7025/1407,5-9=-2076/394,6-9=-3120/712,
7-9=-2281/10861
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)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;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 6-9-0,Exterior(2)6-9-0 to 8-4-13,
Interior(1)13-1-8 to 19-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)•This truss has been designed for a live load of 20.0psf 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 195 lb uplift at joint 1 and 668 lb uplift at joint
8.
10)Load case(s)25,26,27,28 has/have been modified.Building designer must review loads to verify that they are correct for the intended
use of this truss.
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
'Job Truss Truss Type Qty _ Ply
A0029390
7036 FTGO1 ROOF SPECIAL GIRDER 1
Z 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 May 25 08:50:54 2015 Page 2
A
ID:2ljojrOBnOLP6dvHge0718zGwiq-7geGEpm LDP94byZNBc3d75SzyumJftwXmiyzDOpF
NOTES-
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 10 lb up at 13-5-4,and 355 lb down and 79 lb up at
15-5-4,and 2443 lb down and 543 lb up at 16-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard Except:
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100,2-3=-100,3-4=-100,5-21=-100,21-23=-224,7-23=-100,8-14=-20
Concentrated Loads(Ib)
Vert:6=-2443 21=-46 22=-355
25)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F)
Concentrated Loads(Ib)
Vert:6=-2239 21=-42 22=-325
26)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),3-4=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F)
Concentrated Loads(Ib)
Vert:6=-2239 21=-42 22=-325
27)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),34=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F)
Concentrated Loads(Ib)
Vert:6=-2239 21=-42 22=-325
28)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-100(F),2-3=-100(F),34=-100(F),5-21=-100(F),21-23=-214(F=-100),7-23=-100(F),8-14=-10(F)
Concentrated Loads(Ib)
Vert:6=-2239 21=-42 22=-325
Job Truss (Truss Type - Qty Ply
7038 HJ01 2 I D egonal tip finder 7 1 A0029397
G- Job qkfegince(optional)
Buidrg Component Suppy,Green Cove Spdnge.FL Run:7 620 s Apr 30 2015 Print:7 7.620TAprlo 2015 MiTek Industries,Inc. Mon May 25 08:50:54 2015 'age 1
ID:2ljojrOBnOLP6dvHge0718 ■4g 1geGEpm∎MLDP94byZNBc3d7HxzBUmYglwXmij_zDOpF
1-4-13 2-9-10
1-4-13 1-4-13
Scale=1:10.5
2
4.24112
T1
1 32#/--15# •
.7-0(0--8)
B1
3
32#/-16#
20-7-0 20-7-0
2x4 I I
21-9-14
3x6 II 2-9-10
2-9-4
Plate Offsets(X,Y)— [1.0-3-14,0-5-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-8 >999 180
BOLL 0.0 • Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=32/Mechanical,3=16/Mechanical,1=29/0-7-0 (min.0-1-8)
Max Horz 1=22(LC 7)
Max Uplift2=-15(LC 7),3=-16(LC 8),1=-49(LC 7)
Max Grav2=32(LC 1),3=32(LC 3),1=46(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-0/1,1-1=-13/6,1-2=-1218
BOT CHORD 1-8=-0/0,1-4=-21/11,1-3=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 2,16 lb uplift at joint 3 and
49 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)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
Trapezoidal Loads(plf)
Vert:1=0(F=30,B=30)-to-2=-42(F=9,B=9),4=0(F=10,B=10)-to-3=-14(F=3,B=3)
Job Truss Truss Type _ Qty PI
----
7036 HJO3 Diagonal Hip Girder 1 1 y
1 j Apr 302015 P qti szb Reference pm LDP94liyZNBc3d7aFSz9vmYglwXml LzDDpF
Budding Component Supply,Green Cove Springs,FL 207-0 Run:7.620 s
ID:21'o'rOBnOLP6dvH e0718zGwi -
2-3-9 4-10-7
2-3-9 2-6-13
Scale=1:16.5
2
ll!,
5.5412
118#/-1#
92#/-42#
0-5-10(0-1-8) Speciallk
7 T1
1
7.
d
8 3
NAILED
C 64#/0#
203*I I 20-7-0
23-0-11
E- — 4-10-7
4-10-7
Plate Offsets(X,Y)-- [1:0-2-4,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.04 3-6 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE - –s -
Left: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) 2=92/Mechanical,3=44/Mechanical,1=118/0-5-10 (min.0-1-8)
Max Horz 1=64(LC 8)
Max Uplift2=-42(LC 8),1=-1(LC 8)
Max Grav2=92(LC 1),3=64(LC 3),1=118(LC 1)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-58/25,2-7=-25/28
BOT CHORD 1-8=-45/45,3-8=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);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 42 lb uplift at joint 2 and 1 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)76 lb down and 107 lb up at 2-0-12
on top chord. The design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,3-4=-20
Concentrated Loads(Ib)
Vert:7=107(B)8=22(B)
[Job Truss _1Tuuss Type
A0029399
7036 1-1.104 Diagonal Hip Girder 1 1
1 Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL 10-1-2 Run:7.620 s 3 Print 7.620 s Apr 30 2015 MiTek Industries,Inc Mon May 2_5 08.50:55 2015 Page 1
1 413 ID:22-9-10 n0�718zGvaq-btCeR8m8tfLGmEA864jrbggSBNWRV?suBBVGFt'�zDOpE
1-4-13 1-4-13
4.24 iif Scale=1:20.4
2
38#/-22# /l`
3x4 T1
1 37#/-18#
• 0-7.0(0-1-8
.•
N
W1 W2
•
.i
4
38#!-25#
5 3
1/4-;I 3x4=10-1-2
134-0
2-9-10
2-9-4
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4-5 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-10 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 cc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. - -
REACTIONS. (lb/size) 5=24/0-7-0 (min.0-1-8),2=37/Mechanical,3=12/Mechanical
Max Horz 5=61(LC 8)
Max Uplift5=-22(LC 6),2=-18(LC 7),3=-25(LC 8)
Max Grav5=38(LC 3),2=37(LC 1),3=38(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-36/30,1-2=-12/9
BOT CHORD 4-5=-34/18,3-4=0/0
WEBS 1-4=-26/48
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 5,18 lb uplift at joint 2 and
25 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)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
Trapezoidal Loads(plf)
Vert:1=0(F=30,B=30)-to-2=-42(F=9,B=9),5=0(F=10,B=10)-to-3=-14(F=3,B=3)
-
Job
Truss Truss Type Qty-
A0029400
7036 HJ05 Diagonal hip Girder 2 1
Job Reference(optional)
Bulking Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Aprl3DIM 5 MiTek Industries,Inc. Mon May 25 08:50:55 2015 Page 1
12-1-2 ID:2ljojr06n0LP6dvHge0718zGwig t R8m8tfLGmEA864jrbggRBNVnV74u8BVGFQzDOpE
2-1-10 4-6-11
2-1-10 2-5-0
Scale=1:15.1
2
•
5.17 12 NAILER
117#/0# 7
37#/-25#
0-5-8(0-1-8) T1 c�
•
N
4
B1 11 11 Y N.
8 3
NAILED
22#/-6#
3x5 it 12-1-2
12-1-2 14-3-7
4-6-11
4-6-11
Plate Offsets(X,Y)— [1:0-2-4,0-0-14]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.02 3-6 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=18/Mechanical,3=22/Mechanical,1=117/0-5-8 (min.0-1-8)
Max Horz 1=56(LC 21)
Max Uplift2=-25(LC 6),3=-6(LC 7)
Max Grav2=37(LC 14),3=22(LC 1),1=117(LC 1)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-50/27,2-7=-26/7
BOT CHORD 1-8=-36/43,3-8=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=oft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 2 and 6 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pIf)
Vert:1-2=-60,3-4=-20
Concentrated Loads(Ib)
Vert:7=165(B)8=38(B)
lob Truss times type Qty —Pl
_ y
A0029401
7036 HJO6 Jac-Open Girder 2 1
Job Reference(optional)
Building Component Supply.Green Cove Springs.FL 12-1-2 Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Industries,Inc. Mon May 25 06:50:55 2015 Ppe e 1
ID:2ljojr0Bn0LP6dvHge0718zGwiq-btCeR-T. GmEA864jrbggKwNQHV?4u8BVGFOzDupE
6-2-7
6-2-7
Scale=1:18.7
2
NAILE o
5.17 PI 8
151#/-49 ' ' 145#/-61#
0-5-15(0-1-8)
NAIL U
7
I
1
Y �
/ 9 10
. NAILED NAILED 104#/0#
12352 l I 12-1-2
15-0-0
F— 6 2'7 —1
6-2-4
Plate Offsets(X,Y)-- [1:0-2-4,0-0-14]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.16 3-6 >461 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=145/Mechanical,3=84/Mechanical,1=151/0-5-15 (min.0-1-8)
Max Horz 1=76(LC 21)
Max Uplift2=-61(LC 8),1=-4(LC 8)
Max Grav2=145(LC 1),3=104(LC 3),1=151(LC 1)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-71/13,7-8=-55/6,2-8=-30/44
BOT CHORD 1-9=-62/63,9-10=0/0,3-10=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 2 and 4 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,3-4=-20
Concentrated Loads(Ib)
Vert:7=96(F)8=11(F)9=22(F)10=-17(F)
Job Truss I Truss Type Qty •Ply
A0029402
7036 T01 1 Hall Hip Girder 2 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 May 25 008'.5055 2015 Page 1
20-7-0 ID:21jojrOBnOLP6dvHge0718zGwiq-btCeR8m8tfLGmEA864jrbggPD 7V28u8BVGFQzDOpE
2-0-5 5-11-0
2-0-5 3-10-11
Scale=1:11.3
Special A 4x10= NA4ED 2x4 I I
2 g I 3
6.00 rir _ _
T2
r T1
Pi 1 W2 Wi
W1
i ffill ilit,
B1
5 10 4
2x4 NAILED
1
Special
206f/-1100
3x5 I' 3x4=
20-7-0 20-7-0
2-0-5 5-11-0 ___.— -- ■
0-3-8(0.1.8) 2-0-5 3-10-11
Plate Offsets(X,Y)— [1:0-2-8,0-0-7],[2:0-7-0,0-2-0]
LOADING(pst]87#I-99# SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 • Rep Stress Inc- NO WB 0.06 1 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 1 Code FBC2010/TPI2007 (Matrix-M) Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends ek r that Stabilizers and required d crosss bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=206/Mechanical,1=187/0-3-8 (min.0-1-8)
Max Horz 1=30(LC 21)
Max Uplift4=-110(LC 5),1=-99(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-220/144,2-9=-0/0,3-9=0/0,3-4=-106/49
BOT CHORD 1-5=-131/176,5-10=-137/184,4-10=-137/184
WEBS 2-5=-53/106,2-4=-195/145
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);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 4 and 99 lb uplift at joint
1.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)"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.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 107 lb up at 2-0-5
on top chord,and 19 lb down and 41 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
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:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:2=64(F)5=3(F)9=11(F)10=-10(F)
Job Truss Truss Type Qty P�r
A0029403
7036 Tot HipGlyder 1 1 Job Reference(optional){opti
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 May 2_5 0850:56 2015 Pe 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-3311fUnmezT7OOIKgoE582DWZnf4E0C2Nr2F p0
1
5-11-0 I 9-11-8 14-0-0 19-11-0
5-11-0 4-0-8 4-0-8 511-0
NAILED
4x5= NAILED NAILED Scale=1:32.9
NAILED 4= NAILED 4x5=
16 11 19
6.00 12 NAILE �Ir 1 I 1.: (]a----- i�J `BAILED
15
20
I ! 1
W1 N
g
1 I � 5
,7.f. '....A t ..., .
6 4 ��— -__I11] to n n n n gm 1 1 I I I Id
a 21 22 8 23 24 7 6 25 26
5x6 I I NAILED NAILED 3x4 NAILED NAILED 3x8 MT2OHS 3x4 NAILED NAILED
NAILED 5x6 I'
0-3-8(0-1-13) NAILED NAILED 0-3-8(0-1-13)
1523#/-665# 1523#/-665#
20-7-0 20-7-0
5.11-0 I 9-11-8 14-0-0 19-11-0
5-11-0 4-0-8 4-0-8 5-11-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.21 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.43 6-8 >558 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.26 Horz(TL) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:87 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 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=1523/0-3-8 (min.0-1-13),5=1523/0-3-8 (min.0-1-13)
Max Horz 1=-49(LC 23)
Max Uplift1=-665(LC 8),5=-665(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-2433/1056,2-15=-2341/1064,2-16=-2135/993,16-17=-2135/993,3-17=-2135/993,3-18=-2135/993,
18-19=-2135/993,4-19=-2135/993,4-20=-2341/1064,5-20=-2432/1056
BOT CHORD 1-21=-893/2105,21-22=-893/2105,8-22=-893/2105,8-23=-1026/2418,23-24=-1026/2418,7-24=-1026/2418,
6-7=-1026/2418,6-25=-893/2105,25-26=-893/2105,5-26=-893/2105
WEBS 2-8=-322/695,4-6=-322/695,3-8=-431/173,3-6=-431/173
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);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 665 lb uplift at joint 1 and 665 lb uplift at joint
5.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)"NAILED"indicates 3-10d(0.148"x3")or 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:1-2=-60,2-4=-60,4-5=-60,9-12=-20
Concentrated Loads(Ib)
Vert:2=-95(F)4=-95(F)7=-59(F)8=-59(F)6=-59(F)3=-95(F)15=5(F)17=-95(F)18=-95(F)20=5(F)21=-186(F)22=-159(F)
23=-59(F)24=-59(F)25=-159(F)26=-186(F)
Truss 'Truss Type •Oty 'Ply
A0029404 1 1
7036 To3 Hi ID:2ljojrOBnOL 15 Pnnt Job Reference(optional)
P
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 May 25 08:50:56 2015 Page 1
20-7-0 7-11-0 12-0-0 e0718zGwiq-3311fUnnme-0 zT7OOIKgoE582DR9nkYERx�lrfenszDOpD
7-11-0 4-1-0 7-11-0
Scale=1:33.1
4x10
4x5
2 3
6.00 12
glom; T2 :,
a 15 T 18
14 17
O
1�� r 'ly1 IB1 II B1 ■` 6
► ►z�
1 ►; 7 8 5 ►1
3x4
4x5=4x10 2x4 II 3x4 4x5-
0-5-8(0-1-8) 4x10-5.8(0-1-8)
797#/-88## 7 2ai-00
7-11-0 12-0-0 19-11-0
7-11-0 I 4-1-0 7-11-0
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-11],[2:0-7-0,0-2-0],[4:0-0-0,0-1-11],[4:0-3-5,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.09 7-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 7-10 >878 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:84 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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=797/0-5-8 (min.0-1-8),4=797/0-5-8 (min.0-1-8)
Max Horz 1=-66(LC 10)
Max Uplift 1=-88(LC 12),4=-88(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-14=-1159/245,14-15=-1076/248,2-15=-1057/267,2-3=-950/293,3-16=-1058/267,16-17=-1076/247,4-17=-1159/244
BOT CHORD 1-7=-156/945,6-7=-155/950,5-6=-155/950,4-5=-148/945
WEBS 2-7=0/236,2-5=-143/144,3-5=0/236
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 7-11-0,Exterior(2)7-11-0 to 12-0-0,
Interior(1)16-2-15 to 19-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 1 and 88 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 Ti -Truss Type Oty Ply , -
II`7036 T04 Hip 1 1 I A0 29405
_ !Job Reference(o�tion
Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:50:57 2015 Page 1
10:2ljojrOBnOLP6dvHge0718zGwiq-XFJPsgoOPGb_OYKWEVIKhFIheB?7zr BcV NKIzDOpC
za7-0 10-0-0 20-7-0
___---7-0.0 9-11-0 9-11-8_ 12-11-0 19-9-8 i
77-0-0 2.11.0 0- 8
2-11-0 6.1
0-0-8
3 Scale=1:32.8
4x5
Alb'
2x4 I 2x4 4,
8.00 ' 4
16 \\* �� 17
15 18
1 3x4
5
1
■ 6
1 'v 4
-----------
B1 ra B2 ■ to
1 ► �►
3 !l 5x8= 3x6 I
0-5-8(0-1-8) 0-4-0(0-1-8)
793M74 104-0 797gq8#
I 9-11-0 611-9 1994
411-0 a 40-8
0-0-8
Plate Offsets(X,Y)- I1:0-2-8,0-0-15],[6:0-3-5,0-1-5],[7:0-4-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 7-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.39 7-14 >612 180
BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:87 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3 Installation guide.
SLIDER Right 2x4 SP No.3 1-6-0
REACTIONS. (lb/size) 6=792/0-4-0 (min.0-1-8),1=792/0-5-8 (min.0-1-8)
Max Horz 1=82(LC 11)
Max Uplift6=-88(LC 12),1=-87(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-1181/240,15-16=-1104/243,2-16=-1029/258,2-3=-940/238,3-4=-936/238,4-17=-1021/256,17-18=-1090/242,
5-18=-1156/239,5-6=-812/0
BOT CHORD 1-7=-164/988,6-7=-199/975
WEBS 2-7=-343/177,4-7=-326/173,3-7=-162/715
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to 14-2-7
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 6 and 87 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Jo -Truss --- Truss Type Qty PI-y ,
A0029406
7036 T05 1 ROOF SPECIAL 1 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 May 25 08:50:57 2015 Page 1
20-7-0 ID:2ljojrOBn0LP6dvHge0718zG wtq-XFJPsgoOPGb_oYKWEVIKhFldgB_6zsi96MKIzDopC
7-0-0 9-11-8 17-11-0 19-9-8
- 7-0-0 I 2-11-8 I 7-11-8 1-10-8
3 Scale=1:34.0
1 :M-
' 8.00 12 2x4
2 12
4.
W2
11 4x5 2x4
4 5
l', \ \i i
� 1 1 i1- tA5 lI-
11 Mi
a A B1 B2 —
i
=) 7 USP-THD26786#/-808
3x6 '1 5x8= 6
3x5
0-5-8(0-1-8)
786#/-86#
20-7-0 20-7-0
9-11-8 c 17-11-0 19-9-8
•
9-11-8 7-11-8 1-10-8
Plate Offsets(X Y)- [1:0-2-8,0-1-3],[4:0-2-4,0-2-0],[6:Edge,0-1-8],17:0-4-0,0-3-0] -
LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.19 6-7 >999 240 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.47 6-7 >497 180
BCLL 0.0 • Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:93 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
T2:2x4 SP No.1 end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-7
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131'x3")
WEDGE nails,bin o.c.,with 3in minimum end distance.
Left:2x4 SP No.3 Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. _
REACTIONS. (lb/size) 6=786/Mechanical,1=786/0-5-8 (min.0-1-8)
Max Horz 1=75(LC 11)
Max Uplift6=-88(LC 12),1=-86(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
1- TOP CHORD 1-11=-1165/218,2-11=-1086/236,2-3=-936/223,3-12=-867/184,4-12=-1000/166,4-5=-116/0,5-6=-43/52
BOT CHORD 1-7=-175/971,6-7=-242/1035
1 WEBS 2-7=-323/137,3-7=-30/535,4-7=-296/165,4-6=-1245/357
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to
12-11-8,Interior(1)17-11-0 to 19-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 6 and 86 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
1
'Job 'Truss Truss Type Qty -Plf
A0029407
17036 TO6 Roof Special 1 1
Job Reference(option)
Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MITek Industries,Inc. Mon May 25 08:50:57 2015 Page 1
20-7-0 ID:2ljojr9Bn0LP6dvHge0718zGwiq-XFJPsgoOPGb_0YKWEVIKhFIgNB_?zoQ5V.4IKIzD0pC
7-0-0 9-11-8 15-11-0 19-9-8
7-0-0 2-11-8 5-11-8 3-10-8
3 Scale=1:34.0
8.00 12 2x4
2 12
••
4x5= 2x4 I I
q11111104041. 5
11 \i -‘ Ni
1
m B1 82
101 7 USP-THD26 766/611-91#
3x6 1 i 5x8= 3x4=
0-5-8(0-1-8)
786#/-83#
20-7-0 20-7-0
9-11-8 19-9-8
9-11-8 �- 9-10-0
Plate Offsets(X,Y)- [1:0-2-8,0-0-15],[6:0-1-12,0-1-8],[7:0-4-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CS,. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.19 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.49 6-7 >482 180
BCLL 0.0 * Rep Stress Ina YES WB 0.46 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:95 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=786/Mechanical,1=78610-5.8 (min.0-1-8)
Max Horz 1=68(LC 11)
Max Uplift6=-91(LC 12),1=-83(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-11=-1167/215,2-11=-1089/233,2-3=-933/217,3-12=-876/187,4-12=-956/173,4-13=-66/0,5-13=-66/0,5-6=-96/48
BOT CHORD 1-7=-205/974,6-7=-233/1019
WEBS 2-7=-332/150,3-7=-62/559,4-7=-277/139,4-6=-1152/287
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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to
12-11-8,Interior(1)15-11-0 to 19-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 91 lb uplift at joint 6 and 83 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply •
A0029408!
7036 T07 ROOF SPECIAL GIRDER 1 1 I
Job Reference(optional) _�
Bolding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 2508.50:58 2015 Pag�e 1
20 7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-7 Stn4Ap0AajgdivjoDGZDT1119aJyiAuLC sJzD0pB
7-0.0 9-11.8 13-11-0 19-11-12 23-10-0 2.9-10-0
F— 7-0-0 - f-_ 2-11-8 3-11-8 I 6-0-12 3-10-4 6-0-0
4x5- Scale=1:50.2
3
6.001W 2x4�� �.`
2 44x5= 2x4 II 4 10=
5 • ED • ED
LT, nl ,y •• LED
�, 18 !Frill�,� T
Aiyz ,y I
a1 nu■ ]^
— nn r an nn �� d
11 10 9 21 8 22 23 r-
�gg 4x10= 5x10 MT2OHS= 7x10 NAILED 2x4 NAILED NAILED 5x6--
05-8( 1-14) THD26 NAILED 0-5-8(0-2-11)
1615#/-247# 2281#/-532#
20-7-0 20-7-0
7-1-11 9-11-8 13-11-0 19-11-12 23-10-0 29-10-0
F
7-1-11 2-9-13 3-11-8 6-0-12 3-10-4 6-0-0
Plate Offsets(X,Y)— [1:0-0-0,0-0-3],[3:0-2-8,0-1-12],[4:0-3-0,0-2-0],[6:0-7-0,0-2-0],[9:0-5-0,0-4-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.24 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.64 9-11 >562 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(TL) 0.12 7 n/a n/a
BCDL 10.0 Code FBC201O/TPI2007 (Matrix-M) Weight:164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except TOP CHORD Structural wood sheathing directly applied.
T3:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing.
BOT CHORD 2x6 SP No.2 WEBS T-Brace: 2x4 SP No.3-4-11
WEBS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
OTHERS 2x4 SP No.3 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1615/0-5-8 (min.0-1-14),7=2281/0-5-8 (min.0-2-11)
Max Horz 1=-88(LC 6)
Max Uplift 1=-247(LC 8),7=-532(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-2933/502,2-3=-2696/488,3-4=-2695/477,4-18=-5106/1019,5-18=-5106/1019,5-19=-5106/1019,6-19=-5106/1019,
6-20=-3983/914,7-20=-4083/907
BOT CHORD 1-11=-380/2535,10-11=-774/4532,9-10=-774/4532,9-21=-763/3574,8-21=-763/3574,8-22=-758/3568,22-23=-758/3568,
7-23=-758/3568
WEBS 2-11=-288/140,3-11=-371/2173,4-9=-439/797,5-9=-393/157,6-9=-221/1999,6-8=-107/199,4-11=-2796/607
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp 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)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 1 and 532 lb uplift at joint
7.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 19-10-4 from the left end to connect truss(es)T22
(1 ply 2x6 SP)to front face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
Continued on page 2
'Job _Truss Truss Type Qty Ply
A0029408
7036 T07 ROOF SPECIAL GIRDER 1 1
• Budding Component Supply.Green Cove S J62 s Apr 2015(optional)MTek
g po Springs.FL Run:7.620 5 Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 d50:58 2015 0-age 2
I D:2ljojrOBnOLP6dvHgeO 18zGwiq-?Stn4Ap0Aajgd ivjoDGZ DTI19aJyiAu Lg9kwslzDOpB
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-4=-60,4-6=-60,6-7=-60,12-15=-20
Concentrated Loads(lb)
Vert:6=-97(F)9=-1016(F)8=-60(F)19=-97(F)20=3(F)21=-60(F)22=8(F)23=-190(F)
Job (Truss Truss Type -Qty -Ply
17036 I T08 Root Special 1 1
A0029409
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 May 25 08:50:582015 Page 1
20-7-0 ID:211ojr0BnOLP6dvHge0718zGwiq-?Stn4Ap0AajgdivjoDGZDTImhaKXiEpjI,g9kwstzD0pB
4-11-15 9-11-8 11-11-0 16-10-8 21-10-0 28-7-0 29-�`�
l 4-11-15 I 4-11-9 1 1-11-8 i 4-11-8 4-11-8 6-9-0 1-0-0
Scale=1:51.1
4x5=
3
4x5 -
6.00 12 4x5= 3x4 --
.3 2x4 U 18 11- 19 Ni..432202 21
•. T 2x4 Y 17 4x5=
7 8 v 1 h H(N1 _
\ IV INB I N
13 12 11 10
USP-TI I 137#
3x4= 4x10 3x8 MT2OHS-- 4x10 3x4
0-5.8 -8)
1177#/
20-7-0 20-7-0
5-11-11 11-11-0 21-10-0 28-7-0 29-7-0
5-11-11 l 5-11-5 I 9-11-0 6-9-0 1-0-0
Plate Offsets(X Y)— [1:0-3-5,Edgej,[1:0-0-0,0-1 7],[3:0-2-4,0-1-12],[9:0-1-8,0-1-8],[12:0-4-0,0-2 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 0.88 Vert(LL) -0.19 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.56 10-12 >631 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Ina YES WB 0.54 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC201O/TPI2007 (Matrix-M) I Weight:157 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 2-2-0 oc bracing:10-12.
WEDGE MiTek recommends that Stabilizers and required cross bracing 1
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1177/Mechanical,1=1177/0-5-8 (min.0-1-8)
Max Horz 1=82(LC 11)
Max Uplift9=-131(LC 12),1=-130(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-2046/385,2-17=-1941/395,2-18=-1953/418,3-18=-1887/431,3-4=-2252/486,4-19=-1972/409,5-19=-19721409,
5-20=-1625/359,6-20=-1625/359,6-21=-1778/344,7-21=-1878/331,7-8=-107/0,8-9=-85/112
BOT CHORD 1-13=-326/1766,12-13=-229/1484,11-12=-343/1977,10-11=-343/1977,9-10=-267/1166
WEBS 2-13=-247/134,3-13=-89/388,3-12=-264/1419,4-12=-1139/289,5-12=-106/134,5-10=-477/147,6-10=-5/498,7-10=0/436,
7-9=-1653/442
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=30ft;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 9-11-8,Exterior(2)9-11-8 to
24-10-0,Interior(1)24-10-0 to 28-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 9 and 130 lb uplift at joint
1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss T e Qty Ply
YP 1 A0029410.
17036 iT09 Roof Special -1_ 1 1 ri 2015 e 1
Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 sApr 30 2015 MiTek Industries,Inc.Mon May 25 08:50:59 20 page
20.7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-TeR9HWgfxurhFsUvLwnomgrxB_fvRi5U MOBzDOpA
—__.____-_ 7-0-0 I 10-0-0 1 14-11-0 19-10-0 26-7-0 29.7-0
7-0-0 3-0-0 4-11-0 4-11-0 6-9-0 3-0-0
Scale=1:50.1
4x5= 4x5=
3x4=
3 1817 #2 18 5 -
6.00 12 2x4\\ d�
2 19
2x4 I
W2 MIY 84x5= 7
15
N 1 a
N g di....,! N fl al 17 l = B2 Y, •
11 20 10 9 USP-T32#
3x6= 3x8 MT2OHS= 3x8- 3x5=
0-5-46-1-8)
1177#/` a
20-7-0 20-7-0
10-0-0 i 19-10-0 l - 28-7-0 1 29-7-0
10-0-0 9-10-0 6-9-0 3-0-0
Plate Offsets(X,Y)— [1:0-0-0k1-1_1],[1:0-3-5,Edge]
LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.22 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.59 8-9 >594 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.51 Horz(TL) 0.10 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:152 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
EDGE MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3
Installation guide.
REACTIONS. (lb/size) 8=1177/Mechanical,1=1177/0-5-8 (min.0-1-8)
Max Horz 1=75(LC 11)
Max Uplift8=-132(LC 12),1=-128(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-1966/370,2-15=-1878/388,2-3=-1726/367,3-16=-1505/349,16-17=-1505/349,4-17=-1505/349,4-18=-1497/349,
5-18=-1497/349,5-19=-1650/333,6-19=-1751/319,6-7=-85/0,7-8=-55/29
BOT CHORD 1-11=-343/1680,11-20=-295/1642,10-20=-295/1642,9-10=-295/1642,8-9=-340/1571
WEBS 2-11=-298/150,3-11=-82/563,4-11=-297/91,4-9=-325/99,5-9=-0/453,6-9=-113/115,6-8=-1843/436
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=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 10-0-0,Exterior(2)10-0-0 to
22-10-0,Interior(1)22-10-0 to 26-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 8 and 128 lb uplift at joint
1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
' A0029411
7036 T10 ROOF SPECIAL 1 1 Job Reference(optional)
Tr Type y Y III
Buiding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08.50:592015 page 1
20 7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-TeR9HWgfxurtmFsUvLwnomgrxE_krRicUU OBzD0pA
6-0-3 12-0-0 17-10-0 24-7-0 29-7-0
6-0-3 5-11-13 I 5-10-0 6-9-0 5-0-0
Scale=1:50.1
5x6= 5x8=
3 17 18 19 4
Cc T2 :; .
8.00 I 12
�2x4\\ 2x4 II
4x5=2 5 6 Y 15 �. ��N W N
d ai 1
IG rr R1 at 1 r1 rr F17 J
r 11 23 24 10 9 25 26 8 USP-THU -134#
4x5 -
0.58(0-1--8�)�
1178#/-126#0
20-7-0 20-7-0
7-5-11 14-11-0 f 22-1-4 I 29-7-0
7-5-11 7-5-5 7-2-4 7-5-12
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-7],p:0-3-0,0-2-0],
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.15 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.35 10-11 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 3-4-13(5-7);
OTHERS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 7=1178/Mechanical,1=1178/0-5-8 (min.0-1-8)
Max Horz1=85(LC 11)
Max Uplift7=-134(LC 12),1=-126(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-2032/364,2-15=-1904/378,2-16=-1898/396,3-16=-1814/409,3-17=-1374/332,17-18=-1374/332,18-19=-1374/332,
4-19=-1374/332,4-20=-1694/347,5-20=-1794/333,5-21=-34/1,21-22=-34/1,6-22=-34/1,6-7=-133/61
BOT CHORD 1-11=-368/1773,11-23=-250/1352,23-24=-250/1352,10-24=-250/1352,9-10=-234/1328,9-25=-234/1328,
25-26=-234/1328,8-26=-234/1328,7-8=-323/1647
WEBS 2-11=-309/163,3-11=-89/513,3-10=-37/223,4-10=-22/238,4-8=-19/379,5-8=-203/125,5-7=-1886/378
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp 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 12-0-0,Exterior(2)12-0-0 to
20-10-0,Interior(1)20-10-0 to 24-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 7 and 126 lb uplift at joint
1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply r ,
A0029412
7036 T11 Roof Spacial 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 May 25 06:50:59 2015
1
20-70 ID:2ljojrOBnOLP6dvHge0718zGwiq-TeR9HWgfxurhFsUvLwnomgryV_IZRdLUIMBzl0PA
I 7-0-3 I 14-0-0 - 15-10-0 22-7-0 29-70
7-0-3 6-11-13 1-10-0 6-9-0 7-0-0
Scale=1:50.5
3 4
4x5 r- ..a _ .
6.00 12 16 J `�17
3x4: 4x5= 3x8
5 8
2
'1 18 19
I
W3 W8
15
WI
_. 11 7 -138#
11 10 9 8 USP-THD26
2x4 II 3x4= 5x6= 3x5= 2x4
0-5-8(5 0-1-8)
0
1177#/-123#
20-7-0 20-7-0
7-0-3 14-0-0 15-10-0 22-7-0 29-7-0
7-0-3 I 6-11-13 11-10-0 6-9-0 i 7-0-0
Plate Offsets(X,Y) [1:0-3-5,Edge],[1:0-0-0,0-1-7],[6:0-2-12,0-1-8],[8:0-2-0,0-1-8],[9:0-2-12,0-3-0]
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 0.81 Vert(LL) -0.16 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.38 10-11 >923 180
BCLL 0.0 ' Rep Stress Ind YES WB 0.81 Horz(TL) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS
WEDGE
2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=1177/Mechanical,1=1177/0-5-8 (min.0-1-8)
Max Horz 1=105(LC 12)
Max Uplift7=-138(LC 12),1=-123(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-2019/327,2-15=-1865/345,2-16=-1443/300,3-16=-1335/314,3-4=-1205/316,4-17=-1345/309,5-17=-1446/294,
5-18=-1597/282,18-19=-1597/282,6-19=-1597/282,6-7=-1114/250
BOT CHORD 1-11=-358/1731,10-11=-358/1731,9-10=-211/1205,8-9=-291/1626,7-8=-10/39
WEBS 2-11=0/273,2-10=-656/167,3-10=-50/382,4-9=-35/357,5-9=-538/110,5-8=-778/243,6-8=-317/1807
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat.11;
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 14-0-0,Exterior(2)14-0-0 to
15-10-0,Interior(1)18-10-0 to 22-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 7 and 123 lb uplift at joint
1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
I
,I--6 Truss Truss Type Oty Pty 1 ,
A0029413
7036 712 ROOF SPECIAL 1 1
- ___ Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 0$51:00 2015 Page 1
20 7-0 ID:21pjr0BnOLP6dvHge0718zGwiq-xg7XUsgHiBzYt?35ve11luN9OO2vA3t�1 1wdzDOp9
7-5.11 14-11-0 20-7-0 24-5-0 25-8-8 29-7-0
7-5-11 7-5-5 I 5-8-0 3-10-0 1-3-8 3-10-8
6.00 12 4 Scale=1:51.7
3x5
18 19
3 4x5= 4x5--
�� 5 4x5= 2x4 I
3x4 7
2 'e- 8 rilN1-7
•
CV CNI
, W9 4
17 �+
WI
1 n
° 13 12 11 10 USP-TM-639#
2x4 II 3x4— 3x8. 3x4=
0-54 0-1-8) 3x8=
1178#/-1M°
20-7-0 20-7-0
7-5-11 14-11-0 20-7-0 24-5-0 25-8-8 29-7-0
7-5-11 7-5-5 I 5-8-0 I 3-10-0 1 1-3-0 I 3-10-8 1
Plate Offsets(X,Y)— [1:0-3-5,Edgel,[1:0-0-0,0-1-7),[9:0-1-12,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.17 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.48 10-12 >739 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing.
WEDGE WEBS 1 Row at midpt 2-12
Left:2x4 SP No.3 ---- - - -r -
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.__—_
REACTIONS. (lb/size) 9=1178/Mechanical,1=1178/0-5-8 (min.0-1-8)
Max Horz 1=115(LC 12)
Max Uplift9=-139(LC 12),1=-121(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-2000/320,2-17=-1834/340,2-3=-1398/276,3-18=-1289/281,4-18=-1278/296,4-19=-1287/297,5-19=-1358/284,
5-20=-1042/203,6-20=-1042/203,6-7=-1168/218,7-21=-9/3,8-21=-9/3,8-9=-113/54
BOT CHORD 1-13=-353/1710,12-13=-353/1710,11-12=-295/1473,10-11=-295/1473,9-10=-172/906
WEBS 2-13=0/264,2-12=-660/181,4-12=-90/763,5-12=453/143,5-10=-720/186,6-10=-37/366,7-10=-34/394,7-9=-1368/257
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;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 14-11-0,Exterior(2)14-11-0 to
17-11-0,Interior(1)20-7-0 to 29-5-4 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 139 lb uplift at joint 9 and 121 lb uplift at joint
1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply ,
A0029414
7036 713 Root Special 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 a Apr 30 2015 MTek Industries,Inc.Mon May 25 0851:00 2015 Pape 1
20-7-0 ID:21jo]r0Bn0LP6dvHge0718zGwiq-xq?XUsgHlBzYt735veI1IuN9905dA9G4p'l�Mdzf op9
7-5-11 1411-0 18-7-0 22-5-0 27-8.8 29-7-67
7-511 l 7-5-5 I 3-8-0 I 3-10-0 I 5-3-8 1 1-10-8
8.00 FIT 4 19 Scale=1:51.4
6e
3x5% 18 54x5= 4x5=
3 E■I[�`
0 A
3x4 21
2 4x4 I I
... 7 r=28
17 W8 2
4
W W7 X119 A
°� '■ Cr Gt1t �' u� �:
ga
13 12 11 22 23 10 USP-THDg79-135#
2x4 I I 3x4= 3x8 - 3x4
0-54 0-1--8) 3x8=
1177#/-1M0
20-7-0 20-7-0
7-5-11 18-7-0 22-5-0 27-8-8 29-7-0
7-5-11 11-1-5 3-10-0 �— 5-3-8 1-10-8
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-7],[9:0-1-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.12 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.27 12-13 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.08 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE WEBS 1 Row at midpt 2-12
Left: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) 9=1177/Mechanical,1=1177/0-5-8 (min.0-1-8)
Max Horz 1=107(LC 11)
Max Uplift9=-135(LC 12),1=-125(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-2004/341,2-17=-1838/361,2-3=-1390/302,3-18=-1281/306,4-18=-1271/321,4-19=-1227/321,5-19=-1315/308,
5-20=-1102/277,6.20=-1102/277,6-21=-1225/262,7-21=-1295/249,7-8=-24/0,8-9=-23/14
BOT CHORD 1-13=-331/1713,12-13=-331/1713,11-12=-241/1355,11-22=-241/1355,22-23=-241/1355,10-23=-241/1355,
9-10=-128/590
WEBS 2-13=0/282,2-12=-668/178,5-12=-433/155,5-10=-481/121,6-10=0/318,7-10=-64/591,7-9=-1239/288,4-12=-141/800
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp 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 14-11-0,Exterior(2)14-11-0 to
17-11-0,Interior(1)18-7-0 to 29-5-4 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 9 and 125 lb uplift at joint
1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A0029415:
7036 T14 ROOF SPECIAL 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 IATek Industries,Inc. Mon May 25 08.51:00 2015 Page 1
20-7-0 7511 7-5-5 18-0 IjojroBnOLP6dvHge0718zGwiq-xq?XUsgHiBzYt?35ve111uN9gO3TA8WI 1ezD0p9
7511 14-11-0 16-7-0
20-5-0 24-10-4 29-7-0
•
' 3-10-0 4-5-4 4-8-12
6.00 I 12 Scale=1:51.2
4 4x5 4x5
— 5
3x5% T. 1 •
18 920
3 21
7
2 �+ 22
4 �� 2x4 11
ap N ♦♦ 8 N
r • .. t
, WI .4111411411111114:414%110sit. i : c.,
♦ I.
l'- 11 23 10 1178#/-1330
13 12
USP 9
2x4 I 3x8= 3x8= 3x5=
0-54(0-1.8)
1178#/-1 °
20-7-0 20-7-0
7-5-11 14-11-0 1 16-7-0 I 20-5-0 I 29-7-0
7-5-11 755 1-8-0 3-10-0 9.2-0
Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-3-5,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.53 9-10 >661 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.08 9 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:191 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 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 WEBS Web Brace:Length(member)6-1-3(2-12);4-1-3(7-9);
WEDGE Mil'e e required- d cross r
k recommends that Stabilizers and re cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1178/Mechanical,1=1178/0-5-8 (min.0-1-8)
Max Horz 1=114(LC 11)
Max Uplift9=-133(LC 12),1=-127(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-2005/335,2-17=-1840/355,2-3=-1386/299,3-18=-1278/304,4-18=-1267/319,4-5=-1255/339,5-19=-1094/292,
19-20=-1094/292,6-20=-1094/292,6-21=-1218/302,7-21=-1285/284,7-22=-71/54,8-22=-111/42,8-9=-146/81
BOT CHORD 1-13=-299/1715,12-13=-299/1715,11-12=-175/1232,11-23=-175/1232,10-23=-175/1232,9-10=-179/961
WEBS 2-13=0/297,2-12=-670/175,5-10=-312/83,6-10=-32/330,7-10=0/226,7-9=-1312/269,4-12=-159/796,5-12=-446/136
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=30ft;eave=oft;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 14-11-0,Exterior(2)14-11-0 to
23-5-0,Interior(1)23-5-0 to 29-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 9 and 127 lb uplift at joint
1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss 'Truss Type Qty Pty
A0029416
7036 115 HIP 1 1
Job Reference(optional)__
Bulking Component Supply,Green Cove Springs,FL
Run;7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 0651:01 2015 T
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGw iq-012wiCrvSV5PU9eITLpGr5vAEoPuvbEr y 4zD0p8
7 511 I
15-3-0 I
18-5-0 23-10-4 29-7-0
7-5-11 7-9 5 3-2-0 SS 4 ". 5-8-12
8.00 12 4 = Scale=1:50.3
4 5 ��'
3x8 ��
3 17 19 2x4
0.
2 20 N
C 1IV9 7 eS
�� Q
16
W1 N
1 ,, 44 ■ W8 r
Al W1 p n N
a B1 I I B2 — y
al 12 11 10 21 22 9 USP-THOjlf/133E
4x5= 2 x 4 I I 3x5= 3 x 8= 2x4 I I
0-5-8(0-1--8�)1O 3x8_
-11784/-12 is
20-7-0 20-7-0
7-5-11 15-3-0 18-5-0 23-10-4 29-7-0
7-5-11 I 7-9-5 3-2-0 5-5-4 I 5-8-12
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-7],[5:0-3-0,0-2-0],[7:0-1-12,0-1-8],[9:0-2-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.21 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.41 9-11 >862 180
BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(TL) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:189 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 WEBS Web Brace:Length(member)6-6-4(2-11);7-3-4(5-9);
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=1178/Mechanical,1=1178/0-5-8 (min.0-1-8)
Max Horz1=118(LC 11)
Max UpliftB=-133(LC 12),1=-127(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-16=-2008/347,2-16=-1842/367,2-3=-1363/300,3-17=-1269/301,4-17=-1250/320,4-18=-1121/341,5-18=-1121/341,
5-19=-1206/372,6-19=-1291/350,6-20=-1189/261,7-20=-1269/246,7-8=-1133/252
BOT CHORD 1-12=-328/1719,11-12=-328/1719,10-11=-138/1023,10-21=-138/1023,21-22=-138/1023,9-22=-138/1023,8-9=-16/36
WEBS 2-12=0/284,2-11=-687/194,4-11=-15/313,5-11=-48/373,5-9=-71/183,6-9=-383/210,7-9=-184/1134
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat.II;
Exp 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 15-3-0,Exterior(2)15-3-0 to 18-5-0,
Interior(1)22-7-15 to 29-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 8 and 127 lb uplift at joint
1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss
T16
Truss Type Qty Ply
A0029417
7036 GAMMON GIRDER 1
i 2 Job Reference(optional)
Bulging Component Supply,Groan Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Mon May 25 0851:02 2015 Floe 1
20 7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-uD7IvYsXDpDG6JDU12LVOJTUPCIyeyewlmi87 zp7
3-114 10-4-12 18-10-0 23-3-4 29-8-8 33-8-0
3-11-8 l 6-5-4 6-5-4 l 6-5-4 6-5-4 _ 3-11-8
5
8.00 12 "i- Scale=1:54.3
4 8
3
4x6 4x8
2
VV4 ��
W1 I ��
HW1
1 W2 \--- :"311M16111111' lii \;� 9v
d B1 :2 ■ ■ 1]I� ]g
16 15 14 13 12 11 10 23
0-5118-1-8) 6x8 3x6 4x6 3,= 4x8= 3x8= 6x8 I THD26 6x8(- )
0-5.80.3-14
1996#/-231# Special 6526#/-806#
20-7-0 20-7-0
3-11-8 10-4-12 16-10-0 23-3-4 I ___29-8-8 33-8-0
3-11-8 6-5-4 6-5-4 6-5-4 6-5-4 3-11-8 _ --
Plate Offsets(X,Y)— [1:Edge,0-2-1],[2 0 2-4,0-2-0],[4:0-1-8,0-1-8],[6:0-1-8,0-1-8],[8:0-2-4,0-2-0],[9:0-0-0,0-2-1],[10:0-4-12,0-3-0],[16:0-4-12,0-3-0]
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 0.70 Vert(LL) -0.16 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 I Vert(TL) -0.41 10-11 >991 180
BCLL 0.0 • Rep Stress Ina NO WB 0.91 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:438 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins.
BOT CHORD 2x6 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B2:2x6 SP No.2 WEBS Web Brace:Length(member)4-5-2(8-11);
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 9=6526/0-5-8 (min.0-3-14),1=1996/0-5-8 (min.0-1-8)
Max Horz 1=154(LC 24)
Max Uplift9=-806(LC 8),1=-231(LC 8) •
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3698/441,2-3=-3539/440,34=-3463/458,4-5=-2996/448,5-6=-2999/448,6-7=-5233/681,7-8=-5279/662,
8-9=-11808/1469
BOT CHORD 1-16=-361/3263,15-16=-361/3263,14-15=-296/3097,13-14=-296/3097,12-13=-497/4680,11-12=-497/4680,
10-11=-1276/10486,10-23=-1276/10486,9-23=-1276/10486
WEBS 2-16=-136/81,2-15=-324/156,4-15=0/352,4-13=-671/152,5-13=-282/2255,6-13=-2739/403,6-11=-226/2338,
8-11=-6163/823,8-10=-588/4764
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 0-6-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 8-10 2x4-2 rows staggered at 0-2-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)All plates are 3x4 MT20 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 806 lb uplift at joint 9 and 231 lb uplift at joint
1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 31-6-8 from the left end to connect truss(es)T25
(1 ply 2x4 SP)to front face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5165 lb down and 662 lb up at
29-8-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
W14D SEr(9j3S2;ta?ndard
(TNSS Truss Type --- - Qty Ply ---- - -__ - A0029477I
7036 !lift COMMON GIRDER I 1
2 Job Reference(optional)
Buildng Component Supply.Green Cove Spinga,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc Mon May 25 08:51:02 2015 Page 2
ID:21joj10BnOLP6dvHge0718zGwiq-uD71vYsXDpDG6JDU 12LVOJTUPCIyeyewlmi8?WzDOp7
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-5=-60,5-9=-60,17-20=-20
Concentrated Loads(lb)
Vert:10=-5165(F)23=-664(F)
Job Tiuss ITruss Type Qty Ply
7038 T17 Common 2 1 A0029418
Job Reference(optional)
Biding Component Supply,Green Cove Sprigs,FL Run:7 620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc Mon May 25 0851:02 2015 tape 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-uD7IvYSXDpDG6JDU12LVOJTXNCj9e?swlmi8M9p7
5.7-0 11-2-12 18-10-0 22-5-4 28-0-7 33-8-0
i 5-7-9 i 5-7-4 I 5-74 I 7 5-7-4 5-7-4 5- 9
5 Scale=1:54.6
6.00 12
23
3x4-.--, 3x4
4 6
3x4�
1 2x4 O x4
• 2 3p Z, f;
/\)pp:xNllilll%iktittttiiiiw �24
i'/ 1
cy "fit' - _ 1 In
B1 .y o
14 25 13 28 12 27 11 28 10
y5��,, 3x4= 3x8 MT2OHS= 3x8_ 3x8 MT2OHS= 3x4= 5x6
0-5�tt-1-9) - 0-5-8(0-1-9)
1347#/-149# 1347#!-149#
20-7-0 20-7-0
8-5-3 16-10-0 25-2-13 33-8-0
8-5-3 8-4-13 I 8-4-13 I 8-5-3
Plate Offsets(X,Y)-- [1:0-3-0,0-0-3],[9:0-3-0,0-0-3] -_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 IC 0.51 Vert(LL) -0.21 12-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.50 12-14 >815 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.77 Horz(TL) 0.13 9 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:174 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-0 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=1347/0-5-8 (min.0-1-9),9=1347/0-5-8 (min.0-1-9)
Max Horz 1=154(LC 11)
Max Uplift 1=-149(LC 12),9=-149(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-21=-2370/397,2-21=-2289/417,2-3=-2166/377,3-4=-2098/400,4-22=-1567/336,5-22=-1483/358,5-23=-1483/358,
6-23=-1567/336,6-7=-2098/400,7-8=-2166/377,8-24=-2289/417,9-24=-2370/397
BOT CHORD 1-14=-299/2085,14-25=-198/1751,13-25=-198/1751,13-26=-198/1751,12-26=-198/1751,12-27=-198/1726,
11-27=-198/1726,11-28=-198/1726,10-28=-198/1726,9-10=-299/2047
WEBS 5-12=-172/1044,6-12=-605/182,6-10=-22/414,8-10=-261/144,4-12=-605/182,4-14=-22/414,2-14=-261/144
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=oft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-6,Interior(1)34-6 to 16-10-0,Exterior(2)16-10-0 to
20-2-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 149 lb uplift at joint
9.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job -TNSS TTruss Type Qty Ply A0029419
7036
Building Component Supply,Green Cove S !GABLE 0 s Apr 30 1
_ __ __ _
piings,FL Run:7.620 Job Reference(optional) _
Aqpp 2015 Print:7.620 s Apr 302015 MTek Industries,Inc Mon May 25 08 51:02 2015 gage 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-uD7IvYsXDpDG6JDU12LVOJTYzCile6Owl rD0p7
4-11-1 9-9-12
I I
4-11-1 4-10-11 0110-10 86 16-10-0 22-11-10 23-10-4 28-8-15 33-8-0
6-1-10 6-1-10 0-10-10 4-10-11 4-11-1
3x4= Scale=1:57.6
12 14
5x6 3x4 10 ,./ ---
3x4 8 T3 3x8 16 ST13x4 5x6
5x6 6 3x4 l 3x415 18 5x6=
36 ST1 ST3 S 3\ T 37
3 3k4 ,S3*4 113x4,I 1gT3x4 ., 3x4
6.00171i In 5'G' 7D" >i 213-f -°01 170 v---b 1L 1:444"4114444%44„ 21
2
N
34 IV rr{ 35 W4 1 li 1 �•• W W722 HI
27 25 24 23
3x8= 3x4= 3x4= 3x8= 5x6
0.5 -1-9) 0.5-8(0-1-9)
1347#/-181# 1347#/-181#
20-7-0 20-7-0
9-9-12 _ 16-10-0 I 23-10.4 I 33-8-0
9-9-12 7-0-4 7-0-4 9-9-12
Plate Offsets(X,Y)— [1:0-2-12,0-0-7],[3:0-3-0,0-2-7],[12:0-2-0,Edge],[20:0-3-0,0-2-7),[22:0-2-12,0-0-71
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 0.48 Vert(LL) -0.14 27-30 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.39 27-30 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(TL) 0.14 22 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:232 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins.
T2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS Web Brace:Length(member)6-4-6(11-27);6-4-6(11-23);
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11,7,15
OTHERS 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=1347/0-5-8 (min.0-1-9),22=1347/0-5-8 (min.0-1-9)
Max Horz 1=147(LC 11)
Max Uplift1=-181(LC 12),22=-181(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-34=-2368/512,2-34=-2292/528,2-3=-2124/477,3-4=-1810/446,4-5=-1461/452,5-7=-1461/452,7-9=-1461/452,
9-11=-1461/452,11-13=-1461/452,13-15=-1461/452,15-17=-1461/452,17-19=-1461/452,19-20=-1810/446,
20-21=-2124/477,21-35=-2292/528,22-35=-2368/512,4-36=-455/40,6-36=422/43,6-8=-422/72,8-10=-449/98,
10-12=-371/114,12-14=-371/115,14-16=-449/99,16-18=-422/73,18-37=-422/44,19-37=454/41
BOT CHORD 1-27=-391/2050,26-27=-404/2064,25-26=-404/2064,24-25=-404/2064,23-24=-404/2064,22-23=-400/2050
WEBS 2-27=-255/130,3-27=-58/476,11-27=-339/147,11-25=0/260,11-23=-378/147,20-23=-58/476,21-23=-290/130,
9-10=0/155,7-8=-140/61,5-6=-63/67,13-14=0/155,15-16=-140/60,17-18=-64/67
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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-6,Interior(1)3-4-6 to 16-10-0,Exterior(2)9-9-12 to
21-7-2,Interior(1)21-7-2 to 22-11-10 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/TPI 1.
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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 1 and 181 lb uplift at joint
22.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
11)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 'Tniss Truss Type Qty Ply ,
A0029420
7036 719 Hip 1 1 y
Job Reference Building Component Su 7-9-12 13-9-15 19-10-1 ID:2ljojrOBnOLP6dvHge071188zGwiq-MPhg7tt9(optional)
b04NPv4_t�15 gage 1 25-10-4 33-8-0
7-9-12 6-0-3 6-0-3 6-0-3 7-9-12 s ��
mg pply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s r 30 2015 MiTek Industries,Inc. Mon Ma 25 08:51:03 20
Scale=1:55.7
4x5—
3x4-- 5x6
4x5--
6.00112 2 20 21 4 22 23 5
T3
- tf
/ i.
18 21...1:--- W2' VV3 V+/3 W2 W1 T1 24 25
61 // t 132- = I. g1 HWi6
11 10 9 8 7 L-
$) 3x4 3x8 MT2OHS 3x4 3x8 MT2OHS 3x4 0-5i(6a1 9
1347#1-149# 1347#)-149#
20-7-0 20-7-0
7-9-12 16-10-0 25-10-4 33-8-0
7-9-12 9-0-4 9-0-4 7-9-12
Plate Offsets_(X,Y)--[1.0 -2-8,0-0-15],[4:0-3 -0,0-3-0],[6:0-2-8 ,0-0-15]
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 0.76 Vert(LL) -0.18 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.55 7-9 >731 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress lncr YES WB 0.91 Horz(TL) 0.15 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 152 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 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
WEDGE
2x4 SP No.3,Right:2x4 SP No.3
9 Installation guide.
REACTIONS. (Ib/size) 1=134710-5-8 (min.0-1-9),6=1347/0-5-8 (min.0-1-9)
Max Horz 1=72(LC 11)
Max Uplift1=-149(LC 12),6=-149(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-18=-2307/441,18-19=-2233/442,2-19=-2199/462,2-20=-1986/470,20-21=-1986/470,3-21=-1986/470,3-4=-2697/559,
4-22=-1986/470,22-23=-1986/470,5-23=-1986/470,5-24=-2199/462,24-25=-2233/442,6-25=-2308/441
BOT CHORD 1-11=-330/1965,10-11=-452/2630,9-10=-452/2630,8-9=-456/2635,7-8=-456/2635,6-7=-321/1965
WEBS 2-11=-38/656,3-11=-889/180,3.9=0/228,4-9=0/224,4-7=-893/180,5-7=-37/654
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=34ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-6,Interior(1)3-4-6 to 7-9-12,Exterior(2)7-9-12 to 30-7-6,
Interior(1)30-7-6 to 33-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 149 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
1
rJob — Tams Truss Type Off; Ply
A0029421
17Bu6 120 Roof Special - ID 20 rA r 30 2015 5vHnt 7. 20 s Apr 30 01155pMiTek Industries,Inc. Mon May 25 04:51:03 2015 Page 1
Job Reference Budding Component Supply,Green Cove Springs,FL Run:7.620 s
20-7-0 joJ q Gwiq-MP 7tt9 6L7kTo amskwWnhb2ONUPA 1X DO
I 5-9-12 13-2-8 I 20-5-8 27-10-4 , 30-10-12 33-8-0
5-9-12 7-4-12 7-3-0 7-4-12 3-0-8 2-9-4
Scale=1:57.0
4x10=
6.00)12
2x4 II 3x5= 3x4= 4x10
2 2425 .� 28 3 _ 4 5 27 T3.— 2829 6
►-- • — - 7i 2x4
23 - 30 2x4 II
; -;■iier
1 l:1 l
13 72 11 10 9 8 :::-.1 7
0-5-8 1c6-9) 2x4 II 4x10- 3x4- 2x4 II 0-500.1-9)
1347#/-149# 3x4 -
3x5 1342#1.149#
20-7-0
20-7-0
5-9-12 13-2-8 20-5-8 27-10-4 30-10-12 33-8-0
5-9-12 7-4-12 7-3-0 3-0 7-4-12 - 3-0-8 2-9-4
Plate (X
_- ,Y)-- [1:0-2-12,0-0-11],[2:0-7-0,0-2-0],[6:0-73,0-2-01,[7:0-2-12,0-0-11],[7:0-1-6,0=1-0),[10:0-2=0-.0-1-8]- -----
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.25 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.67 10-11 >603 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.16 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:161 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
T2,T3:2x4 SP SS,T4:2x4 SP No.3 end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 7-8-12 oc bracing:10-11.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1347/0-5-8 (min.0-1-9),7=1347/0-5-8 (min.0-1-9)
Max Horz1=53(LC 11)
Max Uplift1=-149(LC 12),7=-149(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-2374/445,22-23=-2300/448,2-23=-2290/460,2-24=-3470/689,24-25=-3470/689,25-26=-3470/689,
3-26=-3470/689,3-4=-3470/689,4-5=-3470/689,5-27=-3468/689,27-28=-3468/689,28-29=-3468/689,6-29=3468/689,
6-30=-2290/460,30-31=-2300/448,7-31=-2375/445
BOT CHORD 1-13=-338/2045,12-13=-335/2049,11-12=-335/2049,10-11=-580/3468,9-10=335/2050,8-9=-335/2050,7-8=-338/2045
WEBS 2-13=0/229,2-11=-271/1623,3-11=-473/185,5-11=-43/45,5-10=-490/183,6-10=-271/1620,6-8=0/229
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=34ft;eave=4ft;Cat.II;
Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-6,Interior(1)3-4-6 to 5-9-12,Exterior(2)5-9-12 to
31-2-10,Interior(1)31-2-10 to 33-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 149 lb uplift at joint
7.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job truss truss Type Oty Ply
A0029422'
7036 121 Half Hip Girder 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 0851:04 2015 rage 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-qbE2KDtnIQT_LdMt8TNzTkYmf?N D4BE3PzD0p5
3-9-12 8-10-10 13-9-12 18-8-14 23-8-0 28-7-2 33-8-0
3-9-12 I 5-0-14 I 4-11-2 I 4-11-2 4-11-2 4-11 2 - - 5-0-14 -H
Scale=1:57.9
NAILED
4x10=
NAILED 2x4 I NAILED NAILED NAILED
8'00 12 2x4 I 3x8 3x8 3x4 3x8 4x10 -
NAILED NAILED NAILED NAILED NAILED
2 3 22 23 4 r - 5 . 6 28 a 7 I 31 , c 8 r 9
T2-- = it it emit I, I r=Ile i11■ Ia7iii i_
1� W1Y _ �1M1 _ ' Willi
•{_ B7 �■/ i I - MI5 i I i nr nn
18 17 16 15 36 37 38 14 39 13 40 12 41 42 4311 44 45 10
��-14 2x4 5x12 - 2x4 NAILED 3x8 7x14 MT2OHS NAILED 4x10 01838(CF29148
1734#/--147# 7x14 MT2OHS--- NAILED NAILED NAILED 3x8 NAILED NAILED NAIL' /-151#
NAILED NAILED
20-7-0 20-7-0
3-9-12_ 8-10-10 13-9-12 18-8-14 23-8-0 28-7-2 33-8-0
H____3-9-12 5-0-14 4-11-2 4-11-2 4-11-2 4-11-2 5-0-14
Plate Offsets(X,Y)- [1:0-0-0,0-0-3],[2:0-8-0,0-2-0],[4:0-2-8,0-1-8],[8:0-2-12,0-1-8],[10:Edge,0-3-8],[11:0-3-8,0-2-0],[12:0-2-12,0-1-8],[14:0-2-0,0-1-8],[16:0-5-2,0-0-0],
[17:0-5-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in pc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.56 14-15 >712 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.47 14-15 >274 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(TL) 0.16 10 n/a n/a
BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:193 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
T1:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP SS'Except* MiTek recommends that Stabilizers and required cross bracing
B1:2x6 SP No.1 be installed during truss erection,in accordance with Stabilizer
WEBS 2x4 SP No.3*Except* Installation guide.
W2:2x4 SP No.1
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 1=1734/0-5-8 (min.0-2-1),10=2236/0-5-8 (min.0-2-10)
Max Horz 1=55(LC 8)
Max Uplift 1=-147(LC 8),10=-151(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3217/276,2-22=-5703/478,3-22=-5703/478,3-23=-5703/478,4-23=-5703/478,4-24=-8282/586,24-25=-8282/586,
5-25=-8282/586,5-26=-8282/586,6-26=-8282/586,6-27=-8282/586,27-28=-8282/586,28-29=-8282/586,7-29=-8282/586,
7-30=-7201/497,30-31=-7201/497,31-32=-7201/497,32-33=-7201/497,8-33=-7201/497,8-34=-4470/300,
34-35=-4470/300,9-35=-4470/300,9-10=-2094/182
BOT CHORD 1-18=-263/2819,17-18=-260/2818,16-17=-588/7691,15-16=-588/7691,15-36=-588/7691,36-37=-588/7691,
37-38=-588/7691,14-38=-588/7691,14-39=-497/7201,13-39=-497/7201,13-40=-497/7201,12-40=-497/7201,
12-41=-300/4470,41-42=-300/4470,42-43=-300/4470,11-43=-300/4470,11-44=-11/94,44-45=-11/94,10-45=-11/94
WEBS 2-18=-28/97,2-17=-256/3165,3-17=-300/144,4-17=-2184/140,4-15=0/294,4-14=-223/690,6-14=-481/152,
7-14=-106/1178,7-12=-909/172,8-12=-214/2976,8-11=-1656/236,9-11=-316/4770
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=oft;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)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 1 and 151 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)"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
Continued on page 2
1
Job Truss Truss yep Qt�yy�y P�y� ' 1
7036 T21 Half Hip Girder I 1 A0029422
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 May 25 08:-1:04 2015 Page 2
I D:2ljojrOBnOLP6d vHge0718zGwiq-q bE2 KDtn IQT_Ld Mt8TNzTkYmf?Mz6sq DD4BE3Pz0Op5
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-9=-60,10-19=-20
Concentrated Loads(lb)
Vert:24=-63(B)25=-63(B)26=-63(B)27=-63(B)29=-63(B)30=-63(B)32=-63(B)33=-63(B)34=-63(B)35=-63(B)36=-66(B)37=-66(B)38=-66(B)39=-66(B)40=-66(B)
41=-66(B)42=-66(B)43=-66(B)44=-66(B)45=-66(B)
Job Truss Truss Type - .01y Ply
A0029423
7036 722 M0nopltch Girder 1 1
Job Reference(optional)
Budding Component Supply,Green Cove Sprigs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Mon May 25 08:51:05 2015 Page 1
20-7-0 ID:2ljojr0Bn0LP6dvHge0718zGgg )QYZuPWkbrznx3iBuC?x5?oPkBrWYNRkwoazD0p4
6-0-0
6-0-0
2x4 Scale=1:21.6
2
6.00 r12
T1 W1
1
•
flfl 131 11
7 8 USP-THDy 1
THD26 THD26
2x4 I I
0 0-7-0 8) 20-7-0
964#/-96#
6-0-0 _ l
6-0.0
Plate Offsets(X,Y)--
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 0.76 Vert(LL) -0.13 3-6 >536 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.33 3-6 >216 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 28 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 2x6 SP SS end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-11 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=964/0-5-8 (min.0-1-8),3=1036/Mechanical
Max Horz 1=84(LC 21)
Max Upliftl=-96(LC 8),3=-154(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-297/191,2-3=-179/63
BOT CHORD 1-7=-74/144,7-8=0/0,3-8=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);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 96 lb uplift at joint 1 and 154 lb uplift at joint
3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the
left end to 4-0-12 to connect truss(es)T05(1 ply 2x4 SP),106(1 ply 2x4 SP)to back face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,3-4=-20
Concentrated Loads(lb)
Vert:7=-766(B)8=-766(B)
Job Truss ryas Type Qty Ply A0129424
7036 T23 Half Hip Girder 2 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Ina Mon 25 0551:05 2015 1
20-7-0 ID:21jo]rOBnOLP6dvHge0718zGwfq-IooQYZuPWldnrmnc3®uC?x5 45VVYN
2-0-5 6-0-0
I I
2-0-5 I 3-11-11
Scale=1:11.6
Spedal A 4x10= 9 D 2x4 11
2 3
6.00 12
II _ ,
T1
W1
1 W1 W2
,---- 1 .n
81
11
tig
10
52,4 I I NAILED 4
spoim 2101/-111#
3x5 !I 3x4=
20-7-0 20-7-0
0-5-8(0-1-8)—_ - _ I 6-0-0
2-0-5 3.11-11
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7],[2:0-7-0,0-2-0]
190#!-101#
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-5 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=210/Mechanical,1=190/0-5-8 (min.0-1-8)
Max Horz 1=30(LC 21)
Max Uplift4=-111(LC 5),1=-101(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-227/145,2-9=-0/0,3-9=0/0,3-4=-108/51
BOT CHORD 1-5=-134/181,5-10=-140/190,4-10=-140/190
WEBS 2-5=-54/109,2-4=-201/148
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);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 4 and 101 lb uplift at joint
1.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)"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.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 107 lb up at 2-0-5
on top chord,and 19 lb down and 41 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
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:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:2=64(F)5=3(F)9=11(F)10=-10(F)
Job Truss Truss Type -- Qty Ply
7038 T23A Half Hip Girder 1 1
' A0029425
Job Reference(optional) I
Bulling Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Ma 25 08.51:05 2015 Pege 1
12-1-2 2-0-5 ID:2ljojrOBnOL�Hge0718zGwiq-looQYZuPWkbrznx3iBuC. c�6_�PvArVYNRkwocrzD0p4
2-0-5 3-11-11
Scale=1:122
•
Special A 4x10- NALED 2x4 II
6.00172 2 9 II 3
T21 1 I I -
ti T1
ii
1 W1
1M1 VV2
Al
d
1 _
B1 1 1
5 2x4 I I NAILED
Special 10
3x5 II 4
3x4
0-34048) 0-3-4(111
F 2-0-5 5-11-10 6-0-0
1 -0# 2-0-5 3 11-5 210p6 4
Plate Offsets(X,Y) +:u-2-8,0-0-7j,[2:0-7-0,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. ,
REACTIONS. (lb/size) 4=210/0-3-4 (min.0-1-8),1=190/0-3-8 (min.0-1-8)
Max Horz 1=30(LC 25)
Max Uplift4=-111(LC 5),1=-101(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-227/145,2-9=0/0,3-9=0/0,3-4=-108/51
BOT CHORD 1-5=-134/181,5-10=-140/190,4-10=-140/190
WEBS 2-5=-54/109,2-4=-201/148
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;End.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 4 and 101 lb uplift at joint
1.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)"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.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 107 lb up at 2-0-5
on top chord,and 19 lb down and 41 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
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:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:2=64(F)5=3(F)9=11(F)10=-10(F)
7o-6 1TrUSS 7T UTs Type - Qty Ply -
A0029426
7036
Bu component Supply,Green Cove S FL Roos Special Girder Run:7 620 s Apr 30
2 Job Reference(optional)
pp pply pangs, 2015 Pant 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:06 2015 Page 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-m_Molw2H1jibw1AFGuPRY9dEWp3YakA ))L8HzD0p3
463 8-8-0 13-6-0----- - 1730_
F 4-6-3 I 4-1-13 I 4-10-0 3-9-0
3 Scale=1:29.9
S21
6.00 A2
3x4
7x10= 2x4 I
2 4 5
V M
81: 1[ • B2 L flf
�� 13 14 9 15 16 8 17 18 19 7USP-THQ�126-2 5185 /-642#
THD26 THD26 3x6 I I THD26 7x10 THD28 3x6 I THD26 5x10 MT20HS=
6x6--
THD26 THD26 THD26
0-5-8(0-3-3)
5444•/-664# 20-7-0
4-6-3 I 8-8-0 13-6-0 17-3-0
4-6-3 4-1-13 4-10-0 _-_ 3-9-0
Plate Offsets(X,Y)—_[1:0-0-0,0-2-1],[2:0-1-12,07178],[3:0-2-8,0-1-8],[4:0-5-8,Edge],[7:0-4-8,0-1-8],[8:0-5-0,0-4-8],[9:0-4-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid • PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.12 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.29 7-8 >719 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:206 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except
BOT CHORD 2x6 SP No.1 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=5444/0-5-8 (min.0-3-3),6=5185/Mechanical
Max Horz 1=58(LC 7)
Max Uplift 1=-664(LC 8),6=-642(LC 8)
•
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-8680/1078,2-3=-6289/816,3-4=-6290/810,4-5=-139/21,5-6=-142/54
BOT CHORD 1-13=-976/7701,13-14=-976/7701,9-14=-976/7701,9-15=-976/7701,15-16=-976/7701,8-16=-976/7701,8-17=-943/7577,
17-18=-943/7577,18-19=-943/7577,7-19=-943/7577,7-20=-959/7743,6-20=-959/7743
WEBS 2-9=-219/2127,2-8=-2476/341,3-8=-628/5255,4-8=-2194/285,4-7=-250/2454,4-6=-8849/1095
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows: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)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Refer to girder(s)for truss to truss connections.
10)Provide metal plate or equivalent at bearing(s)6 to support reaction shown.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 664 lb uplift at joint 1 and 642 lb uplift at
joint 6.
12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
13)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-12 from the
left end to 15-3-12 to connect truss(es)T08(1 ply 2x4 SP),T09(1 ply 2x4 SP),T10(1 ply 2x4 SP),T11(1 ply 2x4 SP),T12(1 ply 2x4
SP),T13(1 ply 2x4 SP),T14(1 ply 2x4 SP),T15(1 ply 2x4 SP)to back face of bottom chord.
14)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
[ Truss A0026426
ob T 036 724 Roof Special Girder ----17tY 11W-2
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 May 25 0651:06 2015 Page 2
ID:2ljojrOBnOLP6dvHge0718zGwiq-m_Molvv2H 1jibwWFGuPRY9dEWp3YakAW90gL8HzDOp3
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-4=-60,4-5=-60,6-10=-20
Concentrated Loads(lb)
Vert:13=-1158(B)14=-1158(B)15=-1158(B)16=-1158(B)17=-1158(B)18=-1158(B)19=-1158(B)20=-1158(B)
Job (Truss Truss Type Qty Ply A0029427
7038 1125 Roof Special 1 1
Job Reference(optional)
Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiWek Industries,Inc. Mon May 25 08:51:06 2015 P5ge 1
ID:2ljojrOBnOLP6dvHge0718zGwiq-m_Molvv2H1jibwWFGuPRY9dCbp6javM rzDOp3
17-3-0 20-7-0 7-0-0 I 1-8-0 I 15-3-4 1-11-12
7-0-0
Scale=1:29.6
3
2x4\\ ,�
8.00 rff 2
12 13
1
11 4 4x5= 2x4 II
5
iiiiii
IIIPIMMEM11113 11744 In
1 .
rail 1 I-
81 NMI B2 am
7 USP-THD26 -77#
5x8= 3x4
3x6 I
0-5.8(0-1-8) 20 7-0
sf?> 7 n 15-3-4 17-3-0
8-88--0 I 6.7-4 I 1-11-12
Plate Offsets(X,Y)-- [1:0-2-8 0-0-15],[7:0-4-0,0-3-0] __ -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.11 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.28 6-7 >739 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 I Code FBC2010/TPI2007 (Matrix-M) Weight:82 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing I
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. -
REACTIONS. (lb/size) 6=684/Mechanical,1=684/0-5-8 (min.0-1-8)
Max Horz 1=64(LC 11)
Max Uplift6=-77(LC 12),1=-74(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-11=-977/186,11-12=-899/188,2-12=-824/204,2-3=-816/216,3-13=-764/166,4-13=-860/151,4-5=-85/0,5-6=-19/12
BOT CHORD 1-7=-147/804,6-7=-210/878
WEBS. 2-7=-330/149,3-7=-75/505,4-7=-234/134,4-6=-1046/298
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-8-0,Exterior(2)8-8-0 to 11-8-0,
Interior(1)15-3-4 to 17-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 6 and 74 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type - Qfy Ply i A0029428I
7038 T26 Common Girder 1 1
Apr Job Reference(optional)
Biding Component Suppy,Green Cove Springs,FL Run:ID:2j jrOBnO P6dvHge0718zGwp-mZMolvv2H1jibwWFGuPRY9dA QalbWgOgLI 3
20-7-0 4-6-3 8-8.0 12-9-13 17-3-0
I 443 I 4-1-13 I 4-1-13 4-5-3
3.Sy — Scale=1:28.2
fta�
6.00 I 12
2x4 2x4*
4
2
1 Il 5
111 II B1 1 1 1I —_
�n nn :d
mi 13 14 15 18 6 17 18 ►.t CI
THD26 JUS24 JUS24 JUS24 10x14 MT2OHS JUS24 THD26
5x6=
6x6 JUS24
0-5-8(0-2-14) 0-4-8(0-2-5)
197WfA3t3#
2442#
8-8-0 173-0
8-8-0 8-7-0
Plate Offsets(X,Y)-- [1:0-0-0,0-2-5],[3:0-2-8,0-1-8],[6:0-7-0,0-5-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.16 6-9 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.40 6-9 >518 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.91 1 Horz(TL) 0.03 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:90 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins.
BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 9-8-5 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
Right:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 1=2443/0-5-8 (min.0-2-14),5=1972/0-4-8 (min.0-2-5)
Max Horz 1=71(LC 24)
Max Uplift 1=-382(LC 8),5=-313(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3302/578,2-3=-2991/521,3-4=-2985/520,4-5=-3254/570
BOT CHORD 1-13=-480/2946,13-14=-480/2946,14-15=-480/2946,15-16=-480/2946,6-16=-480/2946,6-17=-469/2881,
17-18=-469/2881,5-18=-469/2881
WEBS 3-6=-382/2387,4-6=-318/122,2-6=-392/135
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 382 lb uplift at joint 1 and 313 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 11-11-15 oc max.starting at 0-9-1 from the
left end to 12-9-0 to connect truss(es)T28(1 ply 2x4 SP),T34(1 ply 2x4 SP)to front face of bottom chord.
9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-9-1 from the left
end to 10-9-0 to connect truss(es)T29(1 ply 2x4 SP),T30(1 ply 2x4 SP),T31(1 ply 2x4 SP),T32(1 ply 2x4 SP),T33(1 ply 2x4 SP)to
front face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-5=-60,7-10=-20
Concentrated Loads(Ib)
Vert:6=-393(F)13=-398(F)14=-393(F)15=-393(F)16=-393(F)17=-393(F)18=-674(F)
Job Truss Truss Type --- Qty .Ply _.-.. --- ----- -- A0029429'.
7036 727 Hip Girder
i 1 i 1 Job Reference(optional) -
Bulking Component Sapply Green Cove Salinas,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:07 2015 Wage 1
ID:2ljojrOBnOLP6dvHge0718zGwiq-EAwByFwg2LrZC45Rpcwg4MAVCDYNJPmfv2P $Op2
20.7-0 2-0-5 5-3-8 8-6-11 10-7-0-
2-0S 333 3.63 2-0-5
Scale=1:17.6
Spedef NAILED Special
4x5 ii NAiED NAtED ir5=
6.00 1 12 2 141 3 151 4
T
tri 1 Wt W2 W2 W1 5
di I [I fl [131-1 11 11 n, 176"
. .
7 3x4= 18 17 18 8
Special NAILED NAILED NAILED 3x4= K
Specal
3x6 II
0-5-8(0-1-8)(0-5-8(0-1-8)1-8)
3x6 I 0-5-8(0-1-8)
3554/-1694 355#/-169#
20-7-0 20-7-0
2-0-5 66-6--6 I 200
2-03
Plate Offsets(X,Y)-- [1:0-2-12,0-0-7],[5:0-2-12,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.05 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.10 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:47 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 9-9-0 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=355/0-5-8 (min.0-1-8),5=355/0-5-8 (min.0-1-8)
Max Horz 1=17(LC 7)
Max Uplift1=-169(LC 8),5=-169(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-558/308,2-14=-490/285,3-14=-490/285,3-15=-490/285,4-15=-490/285,4-5=-558/308
BOT CHORD 1-7=-244/467,7-16=-355/721,16-17=-355/721,17-18=-355/721,6-18=-355/721,5-6=-244/467
WEBS 2-7=-109/216,3-7=-274/124,3-6=-274/124,4-6=-109/216
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;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.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 169 lb uplift at joint 1 and 169 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)"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.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 107 lb up at 2-0-5,
and 90 lb down and 107 lb up at 8-6-11 on top chord,and 89 lb up at 2-2-7,and 89 lb up at 8-3-13 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
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:1-2=-60,2-4=-60,4-5=-60,8-11=-20
Concentrated Loads(Ib)
Vert:2=64(B)4.64(B)7=3(B)6=3(B)3=11(B)14=11(B)15=11(B)16=-10(B)17=-10(B)18=-10(B)
■
Job Truss Truss Type Qty Ply ' ' Al)
7036 128 rip 1 1 Job Reference(optional) et,.
&Arirrg Component Supply,Green Cove Springs.FL Run:7.820 s Apr 30 2015 Pent 7.820 s Apr 30 2015 Wok I Inc. Y-25 Os 1-g` 2
20 7-0 40 5 6 611 ID:21p]rOWLP8dvHgeo718zGwiq-EAwBl 10-5-8
LrZ U4__-Z07 O WK�+P
I i 2-6.6 I 3-10-13
4-0-5
Scale•1:17.8
4x5= 4x5=
2 3
T2 15
8.00 12
14
T1 T3 4 3x4* p-
i: 1 N
N
` 5
1
li n /
d Si
6 USP-THD26
3x4= 418#/-46#
' 3x6 ,I 3x5
11. 9-45$) 20-7-0
418#/-46# _ 5-1-3 I 10-5-8
5-1-3 5-4-5
Plate Offsets(X,Y)-- [1:0-2-12,0-0-7],[5:0-2-9,0-1-5]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.03 6-9 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 i Code FBC2010/TPI2007
(Matrix-M) Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
SOT 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 Installation guide. i
SLIDER Right 2x4 SP No.3 1-6-0
REACTIONS. (lb/size) 5=418/Mechanical,1=418/0-5-8 (min.0-1-8)
Max Horz1=33(LC 11)
Max Uplift5=-46(LC 12),1=-46(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-14=-561/200,2-14=-496/208,2-3=-484/208,3-15=-483/207,4-15=-500/200,4-5=-329/51
BOT CHORD 1-6=-131/459,5-6=-121/446
WEBS 2-6=0/117,3-6=0/119
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;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 4-0-5,Exterior(2)4-0-5 to 6-6-11
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 46 lb uplift at joint 5 and 46 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss TSSType Qty Ply ' A0029131
7038 T29 Roof Spatial 1 1 Job Reference(Optional)
Guiding Component Supply,Green Cove Sprigs.FL Run:7.620 s Apr 0 2015 Print 7.620 a Apr 30 2015 MITek Industries,Ina Mon May 2508:51:072018 1
ID:21j0)rOBnOLP6dvHge0718zGwlq-EAwByFwp2Lr2C45Rpcmrg4MASxDZo JP�
20-7-0 55-3.8 7-10-11 10-5-8
I
5-3-8 I 2-7-3 2-6-13
Scale•1:18.0
6.00111
T2
3 4x5= 2x4 II
11 4
T3
10 T1
W1
I-
n
1
rl Pia
cS 131 II
1 6 3x4= USP-THD26 5
413#/-49#
3x6 1 3x4
°-52819:6-8) 20-7-0
413#/-42# 538 10-5-8
5-3-8 I —5-2-0
Plate Offsets(X,Y)-- [1:0-2-12,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 6-9 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-M) Weight:48 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
•
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation_guide.
REACTIONS. (lb/size) 5=413/Mechanical,1=413/0-5-8 (min.0-1-8)
Max Horz 1=39(LC 12)
Max Uplift5=-49(LC 12),1=-42(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-516/132,10-11=-454/134,2-11=-452/145,2-3=-478/151,3-4=-26/0,4-5=-77/49
BOT CHORD 1-6=-116/406,5-6=-150/452
WEBS 2-6=0/225,3-6=-93/56,3-5=-525/184
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-8,Exterior(2)5-3-8 to 7-10-11
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 49 lb uplift at joint 5 and 42 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job trussTrusaType Qty Ply .
-00029432
7038 730 Roof Spada/ 1 1
Job Reference(optional)
Buicrmg Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620$Apr 30 2015 MiTek Industries.Inc. Mon May 25 08.51.08 2015 Page 1
ID:2ljojrOBn0LP6d vHge0718zGwiq-INUZAbx I pfzQgEg eNJRvdajdga?2gM pgRAzDOp1
20-7-0 5-3-8 5-10-11 10-5-8
I 538 0-7-3 . 4-6-13
4x5= 2pale=1:18.1
'
3 4
6.00 12 r 2MN 12 T3
11
10 T1 r`
W1 W2 W4 N
N
1
d B
� USP-THD26 5
lio.Al 3x4= 413#/-68#
3x6 11 3x4
ap=p-a)
20-7-0
413#/-36# 5-3-8 15-10-11 1 10-5-8 {
5-3-8 0-7-3 4-6-13
Plate Offsets(X,Y)- (1.0-2-12,0-0-n -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.06 6-9 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.25 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 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.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=413/Mechanical,1=413/0-5-8 (min.0-1-8)
Max Horz 1=68(LC 12)
Max Uplift5=-68(LC 9),1=-36(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-511/109,10-11=-451/112,2-11=-447/123,2-3=-454/151,3-12=-23/7,4-12=-23/7,4-5=-132/81
BOT CHORD 1-6=-147/403,5-6=-149/429
WEBS 3-5=-475/165,2-6=-35/266,3-6=-155/89
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-8,Exterior(2)5-3-8 to 5-10-11
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 5 and 36 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss -Truss Type Qty Ply A0029433
7038 131 ,Half Hip I 1 1
Job Reference(optional)
&ming Component SupaY Green Cove Springs,FL - - Run:7.620 s Apr 30 2015 Print 7.620 s Ap r 30 2015 MiTek Industries.Inc. Mon May 25 08.51:08 2015 Page 1
I D:2ljojrOBnOLP6dvHge0718zGwiq-iN UZAbxI pfzQq EgeNJRvdajl cls2rg p8 i9SDAzDOp1
20-7-0 6-8-5 10-5-8
I 6-8-5 3-9-3 3
2. T2 Scale=1:20.3
4x = 10
•
8.00 12
FT 9 Ti \ W2 8 W1
1
B1 ,
USP-THD26 4134#/66#
3x4
0- 8 II 20-7-0
413#(-27# 88-5 l 10-5-0
393
Plate Offsets(X,Y)— [1:0-3-8,Edge],[4:0-1-8,0-1-8] —
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.24 4-7 >505 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.67 4-7 >185 180
BCLL 0.0 • Rep Stress Inc( YES WB 0.17 Horz(TL) 0.05 1 n/a n/a Weight:46 lb FT=20%
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP SS end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE I MiTek recommends that Stabilizers and required cross bracing
Left 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=413/Mechanical,1=413/0-5-8 (min.0-1-8)
Max Horz 1=97(LC 12)
Max Uplift4=-66(LC 9),1=-27(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-342/83,8-9=-294/85,2-9=-292/102,2-10=-49/0,3-10=-49/0,3-4=-74156
BOT CHORD 1-4=-178/261
WEBS 2-4=-322/216
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=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 6-8-5,Exterior(2)6-8-5 to 10-3-12
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 4 and 27 lb uplift at joint 1.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A0029434I
7038 T32 Hair Hip 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 M7ek Industries.Inc. Mon May 25 08:51:08 2015 Page 1
20-7-0 ID:2ljojrOBnOLP6dvHge0718zGwiq-iNUZAbxlpfzO2WIJRvdajVlcoF2g6p8i9SDAzD0p1
7-0-0 864 10-5-8
7-0-0 1-6-4 3 1-11-4 4
5x6=di T2 4xb I I Scale=1:24.9
2x4\\ - �I
2
8.00 12 •
•
11
_i T1 W2
10 W2
1
•A1 B1 re
- USP-Ti-ID26 41S3/-75#
3x4= 3x5
0-5-803-3x8)!'
411%# 20-7-0
8-8-4 j 10 54 i
8-6-4 _ 1-11-4
Plate Offsets(X,Y)— [1:0-2-12,0-0-7],[3:0-3-0,0-2-0],[4:Edge,0-3-8],[5:0-2-0,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.18 6-9 >698 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.54 6-9 >227 180
BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 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.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
----------
REACTIONS. (lb/size) 5=413/Mechanical,1=413/0-5-8 (min.0-1-8)
Max Horz 1=123(LC 12)
Max Uplift5=-75(LC 12),1=-16(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-376/32,10-11=-329/35,2-11=-240/50,2-3=-246/69,3-4=-73/24,4-5=-289/109
BOT CHORD 1-6=-165/298,5-6=-24/73
WEBS 2-6=-580/308,3-6=-153/517
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-6-4,Exterior(2)8-6-4 to 10-3-12
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 75 lb uplift at joint 5 and 16 lb uplift at joint 1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A0029435
7036 T33 Half Hip 1 1
Run:7 620 s Apra Job Reference(optional)
Buidtrp Component Supply,Green Cove Springs,FL 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon Max 25 08:51:08 2015 Page 1
20-7-0 ID:21' rOBnOLP6dvHge0718zGvp-INUZAbxlpfzQgEge f?/ afgetb2rLp8i9SDAzDup1
I 56 6-11-2 11-2 10-5-8
5-6-8 1-4-10 3-6-6
4.24[12 4x10-- 2x4 I I Scale=1:22.9
3 11 4
4x5
T2 • T3
2 0
8.00 12
10
�
�
i
T1
1
1
Irsulidi
d B1 v
6 USP-THD26 3x 1 #/-63#
3x4
0- (6-(143) I 20-7-0
413#1-28# 5-6-8 I 8-11-2 I 10-5-8_ •
5-6-8 1-4-10 3-6-6
Plate Offsets(X,Y)-- [1:0-2-12,0-0-7],[3:0-5-12,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.05 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.14 6-9 >884 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.19 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) 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, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.-
REACTIONS. (lb/size) 5=413/Mechanical,1=413/0-5-8 (min.0-1-8)
Max Horz 1=95(LC 12)
Max Uplift5=-63(LC 12),1=-28(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-458/79,2-10=-407/91,2-3=-332/92,3-11=-6/4,4-11=-6/4,4-5=-100/65
BOT CHORD 1-6=-150/367,5-6=-88/299
WEBS 2-6=-181/103,3-6=-56/322,3-5=-426/123
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(()3-0-0 to 6-11-2,Exterior(2)6-11-2 to
10-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 5 and 28 lb uplift at joint 1.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss -Truss Type Qty Ply ,
A0029436
7036 T34 Half Hip Girder 1 1
1Job Reference(optional)
Building Component Supply.Green Cove FL Run: B W8108:51:09
t ID:21joj nOLP6dvHge07 8 G'q B x xway5HSOFgxIz8AnFlARByMMu?kzD0p0
20-71.8_9 6-1-3
0-8-9 I 5-4-10 4-4-5
Scale=1:20.2
Special NAILED
4x5 3x41
NAI
4.2412 NAILED 1
6.00
nn 4�
11 . 11 i r
12 10
3x4 L W7
W1 '
2
Ilr
11 11 JY:i
tell 13 14 6 3x4= 15 USP-THD26 5
NAILED NAILED NAILED NAILED 694#/-105#
2x4 1
3x6 II NAILED NAILED
0-5-6(0-1-
20-7-0 20-7-0
489#/-62#
6.1-3 10-5-8
6-1-3 4-4-5
Plate Offsets(X,Y)- [1:0-2-12,0-0-11],[2:0-2-0,0-1-7]
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 0.36 Vert(LL) -0.02 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 ; BC 0.33 Vert(TL) -0.06 6-9 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:46 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE ' MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=694/Mechanical,1=489/0-5-8 (min.0-1-8)
Max Horz 1=66(LC 8)
Max Uplift5=-105(LC 8),1=-62(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-762/89,2-10=-747/87,10-11=-701/92,3-11=-660/97,3-12=-651/106,4-12=-651/106,4-5=-598/141
BOT CHORD 1-13=-114/661,13-14=-114/661,6-14=-114/661,6-15=-7/30,5-15=-7/30
WEBS 3-6=-179/140,4-6=-121/734
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=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 5 and 62 lb uplift at joint
1.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)162 lb down and 132 lb up at 6-1-3
on top chord. The design/selection of such connection device(s)is the responsibility of others.
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:1-2=-60,2-3=-60,3-4=-60,5-7=-20
Concentrated Loads(Ib)
Vert:3=-84(F)5=-41(F)6=-64(F)4=-57(F)10=35(F)11=-18(F)12=-57(F)13=-2(F)14=-26(F)15=-41(F)
Truss Truss
Type Oty Y
—
A0029437
06 T35 Common 6 Job Reference(optional)
Buidsig
Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:09 2015 Page 1
10-1-2 610-8 ID:2ljojrOBnOLP6dvHge0718zGwiq-BZ2x y5HSOFgx1z8AnFkKOBHnJlyMMu?I p)
~ 6.10.8 6-10-8 H
Scale=1:22.2
Imo\
6.00 12
12
13
14
11 T1 T\
W1
3
1
baZ 1,1
'B1 11 6
■
4
3x8 II 2x4
0-3-8(0-1-8) x8(0.1.8)
55001428# 55IM1¢280
6-10-8 13-9-0
6-10-8 6-10-8
Plate Offsets(X,Y)-- [1:0-3-8,Edge],[3:0-3-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.09 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.14 4-7 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:51 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-0 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=550/0-3-8 (min.0-1-8),3=550/0-3-8 (min.0-1-8)
Max Horz 1=57(LC 11)
Max Uplift 1=-198(LC 12),3=-198(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-11=-736/584,11-12=-654/584,2-12=-648/601,2-13=-648/601,13-14=-654/584,3-14=-736/584
BOT CHORD 1-4=-453/585,3-4=-453/585
WEBS 2-4=-328/302
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 6-10-8,Exterior(2)6-10-8 to 9-10-8
zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 198 lb uplift at joint 1 and 198 lb uplift at joint
3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Ttuss Truss Type Qty .Ply ,
A0029438
7038 T36 Roof Spode' 1 1
Job Reference(optiional)
Sui6np Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 2�5�08:51:09 2015 Page 1
141 ID:2ljojr9BnOLP6dvHge0718zGwq-BZ2xNxxway5HSOFgxlz8AnF yMMu?
&8 6- 0 12-9-3 IzOG3nJh13-2-0137561 z
I 0-8-8 I 6-0 8 I 6-0-3 0-4-130-5-8
3 Scale=1:22.1
8.00 12
13
12
T2
11 Ti
W1
3x4 4x5
2 4
1
°' I gt
USP-THD26 6 4x5= 5
518#/-57# /
3x5 1 3x4 I I
0-5-8(0-1-8)
10-1-2 518#/-58#10-1-2
6-9-0 13-2-0 13-7-8
6-9-0 85.0 0-5-8
Plate Offsetss(X,Y)— [1:0-2-0,0-1-5],[5:0-2-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.06 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.13 6-9 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.12 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:60 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*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W3:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=518/Mechanical,5=518/0-5-8 (min.0-1-8)
Max Horz 1=54(LC 11)
Max Uplift1=-57(LC 12),5=-58(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-361/0,2-11=-641/151,11-12=-573/152,3-12=-570/167,3-13=-570/168,4-13=-656/153,4-5=-470/168
BOT CHORD 1-6=-181/513,5-6=-89/257
WEBS 3-6=0/263,4-6=0/314
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=oft;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 6-9-0,Exterior(2)6-9-0 to 9-9-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 58 lb uplift at joint 5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
'Job Truss - Truss Type — - •Qty Ply
A0029439
7036 T37 Roof Special '1 1
Job Reference(optional)
Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08'51:10 2015 Page 1
I D:2ljojr0Bn OL P6dvHge0718zGwiq-flcJbHyYLGE73Yg0VkUNi?oxmQY41MS6b0e41J9JDOp?
10 1-2 2-2-8 6-9-0 12-0-15 13-2-0 13-7-$,—
2-2$ I 4-6-8. ._ 5-3-15 1-1-1 0-5-8••
3 Scale=1:22.6
6.00112 4 —
T2 11
10 T3
2x4 II 4x5
1 2x4 I I
W4 4x5=
T7 4
9 2
T4
W W1 a
Cd�
j. � � W7 L______
m.31� III
I
■
515#1/-58x USP-THD26 7 4x10= 6 OM
8 3x4=
0-5-8(0-1-8)
10-1-2
515#/-56#10-1-2
8-9.0 _ I 13-2-0 113-7-8
8-9-0 8-5-0 a5�
Plate Offsets(X,Y)-- [6:0-1-8,0-1-81 _
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 0.36 Vert(LL) -0.04 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 6-7 >999 180
BCLL 0.0 ' Rep Stress Ind' YES WB 0.15 Horz(TL) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:70 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=515/Mechanical,6=515/0-5-8 (min.0-1-8)
Max Horz 8=-41(LC 10)
Max Uplift8=-58(LC 12),6=-56(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-48/28,1-9=-42/0,2-9=-42/0,2-10=-612/129,3-10=-556/143,3-11=-541/140,4-11=-611/126,4-12=-66/0,5-12=-66/0,
5-6=-49/54
BOT CHORD 7-8=-167/601,6-7=-133/469
WEBS 2-8=-709/205,2-7=-148/100,3-7=0/282,4-7=-52/101,4-6=-668/233
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 2-2-8,Interior(1)2-2-8 to 6-9-0,Exterior(2)6-9-0 to 9-9-0,
Interior(1)12-0-15 to 13-0-4 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.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 lb uplift at joint 8 and 56 lb uplift at joint 6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
—Truss Truss Type Qty Ply — 1
, A0029440
7036 T38 Roof Spedal 1 t Job Reference(optional)
g Component Supply,Green Cove Springs,FL Run:7.62
Buidin Com 7.620 s Apr 30 2075 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Mon May 25 08:51:10 2015 Page
10-1-2 ID:2ljojr0Bn0LP6dvHge0718zGwq-flcJbHyYLGE73Yg0VkUNi?ozZQYOV E6b0eZM2 9Op?
4-2-8 6-9-0 11-1-14 13-2-0 13-i"�lt
I — —1 — — — — I
4-2-8 2-6-8 4-4-14 2-0-2 0-5-8
6.00 Fff 3 Scale=1:22.6
'4Y5
gbh
2x4 II 4x5= T2
i Fl T1 T3 11
9 10 2x4 11
.. 4 4x5=
i 1M14 5
T4
q? W1 ��,���ppp
•;S N
no
\ W>
-131 r)
3
USP-THD26
515#1-42# 7 6
8 3x8- 354
0-5-8(0-1-8)
10-1-2 515#/-53#10-1-2
6-9-0 13-2-0 13-7-8
6-9-0 6-5-0 0-5-8
Plate Offsets(X,Y)-- [6:0-1-8,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.04 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.12 7-8 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:73 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.
I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
1 Installation guide.
REACTIONS. (lb/size) 8=515/Mechanical,6=515/0-5-8 (min.0-1-8)
Max Horz 8=-30(LC 10)
Max Uplift8=-62(LC 8),6=-53(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-124/69,1-9=-31/4,9-10=-31/4,2-10=-31/4,2-3=-565/146,3-11=-535/125,4-11=-594/112,4-12=-38/0,5-12=-38/0,
5-6=-36/21
BOT CHORD 7-8=-132/575,6-7=-140/534
WEBS 2-8=-638/182,2-7=-157/87,3-7=-8/306,4-7=-94/88,4-6=-666/194
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp 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 6-9-0,Exterior(2)6-9-0 to 9-9-0,
Interior(1)11-1-14 to 13-0-4 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.
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 8 and 53 lb uplift at joint 6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss
Truss Type QtY ply A0029441
7036 T40 Half Hip Girder 1 1
( Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 2620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:51:10 2015 Page 1
10-1-2 ID:2ljojrOBnOLP6dvHge0718 i2-flcJbHyYLGE73Yg0VkUNi?oy7QYmWnC6b0eZH2zDOp?
I 2-0-5 I 6-0-0
2-0-5 3-11-11
Scale=1:23.5
4x5
8.00 12
S., NA ED 2x4 I
6 3
pr MMIE111111.111=11
2x4 II
1
r
IN
NIMM I 11 � "
B,
7 8
Special NAILED 3x45/154#
5 3x4—
0-5-8(0-1-8)
11-17H-14# 10-1-2
6-0-0
6-0-0
Plate Offsets(X,Y)-- [2:0-2-8.0-1-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(TL) 0.10 4-5 >706 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.14 4-5 >485 180 '
BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:38 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=199/Mechanical,5=179/0-5-8 (min.0-1-8)
Max Horz 5=81(LC 8)
Max Uplift4=-154(LC 8),5=-114(LC 8)
Max Grav4=235(LC 25),5=212(LC 27)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-45/49,2-6=-0/0,3-6=0/0,3-4=-111/67,1-5=-64/38
BOT CHORD 5-7=-72/59,7-8=-72/59,4-8=-72/59
WEBS 2-4=-78/95,2-5=-118/120
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 4 and 114 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)"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.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)134 lb down and 142 lb up at 2-0-5
on top chord,and 69 lb down and 121 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
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:1-2=-60,2-3=-60,4-5=-20
Concentrated Loads(Ib)
Vert:2=55(B)6=7(B)7=16(B)8=0(B)
•
-Job Truss •Truss Type Qty Ply 1 A0029442
17036 T41 HALF HIP GIRDER - -Run:7 62 1 1
Job Reference(optional)
Building Component Suppy,Green Cove Springs,FL joj q q- y Mon May 25 08:51:11 2015 Page 1
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10-1-2 6-0-0 9-11-4 1310 1211658 22-9-10 24-9.8: ID:2f Apr 30 2015 Industries, 45-9.0
6-0-0 - 3-11-4 3.11-4 2 LE0 6-4-2 1.11-14 4.6-0 0-8-0 5.9.14 6-4-2 3-7-9
NAILED NAILED NAILED
NAILED NAILED NAILED NAILED NAILED NAILED Scale=1:82.1
Special 5x8--- NAILED NAILED 4x5 - NAILED NAILED NAILED
6x6 NAILED
6.00 X12 5x6 4x6 2x4 c__8 a 4x5' 5x81 5x6
NAILEa NAILED 4x5 3 NAILED 4x5
1 42 NAILED 5 12
i -1-32 1 4 l4 1 7 46 yo 3- i- T3 i Ti 7
4x51. n n £1VV5 gq1_ �_ W7. 65iVV8 . W7 `: VVB - W7 • 4 WO W11 CI `f
sr 29 t, , � Q
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W3 B3 � i B7 8 -- L.
1Z--,? 1°3L1
0 II .:.0 r 16 0 r rR 0
r i �' / 21 52 53 5419 55 18 56 57 58 59 60 61 14 13
`� _isi �,��,,,�i 6 NAILED 5x12 7x14MT2OHS - 2x4 I 4x10 NAILED 62 N 7 - 3x4 5x6
g(t i 3x4 I NAILED 2x4 4x5 NAILED NAILED 7x10
-5- Ad18#47 3x8 49 3482 762�lAlLED10 2x4 ! NAILED NAILED 0-5-4 0-2-13)
55 2x4 I NAILED NAILED 2,wV/_5601f
NAILED
NAILED NAILED NAILED NAILED NAILED NAILED
NAILED NAILED
NAILED NAILED
10-1-2 12-1-2 12-1-2
16-5-8
6-0-0 9,11-4 13-10-8 1311.8 22-9-10 24.9-8 29-3-8 29-11-7 35-9-5 ___-- 42-1-7 _ 45-9-0
_ -------
6-0-0_-_ i---3-11-4 3-11-4 0-1-0 2-6-0--� 6-4-2 1-11-14 4-6-0 0-8-0 5-9-14 - 6-4-2 3-7-9
Plate Offsets(X,Y)- [2:07370,072-71[5:0-2-8,0-2 8] 12_0-2-4,0-2-8],[13:0-2-12,0-2-12],[15:0-6-0,0-3-8],[16:0 3-8,0-2-01[19:0-5-8,0-2-8] [20:0-7-12,0-4-0],[22:0-3-4,0-2-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.43 16-17 >892 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.08 16-17 >355 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.99 Horz(TL) -0.24 22 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:325 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-0-6 oc purlins, except
T1:2x4 SP No.2 end verticals.
BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
B1,B3,B9:2x4 SP No.2,B2:2x4 SP SS,B8,B5:2x6 SP SS 6-3-0 oc bracing:17-19
WEBS 2x4 SP No.3*Except* WEBS T-Brace: 2x4 SP No.3-8-19
W5,W7,W9:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131'x3")
OTHERS 2x4 SP No.3 nails,bin o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=2403/0-5-4 (min.0-2-13),25=553/0-5-8 (min.0-1-8),22=3489/0-5-8 (min.0-4-2)
Max Horz 25=136(LC 8)
Max Uplift13=-560(LC 8),25=-101(LC 8),22=-762(LC 8)
Max Grav13=2403(LC 18),25=553(LC 1),22=3489(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-29=-399/0,2-29=-298/2,2-30=-289/31,3-30=-291/30,3-31=-127/387,31-32=-127/387,4-32=-127/387,4-33=-1723/389,
5-33=-1723/389,5-6=-5952/1388,6-34=-5952/1388,34-35=-5952/1388,35-36=-5952/1388,7-36=-5952/1388,
7-37=-5952/1388,37-38=-5952/1388,38-39=-5952/1388,39-40=-5952/1388,8-40=-5952/1388,8-9=-7690/1816,
9-41=-7690/1816,41-42=-7690/1816,42-43=-7690/1816,10-43=-7690/1816,10-44=-6699/1485,44-45=-6699/1485,
11-45=-6699/1485,11-46=-3112/704,12-46=-3112/704,12-13=-2323/542,1-25=-402/5
BOT CHORD 25-47=-154/117,47-48=-154/117,24-48=-154/117,24-49=-68/116,49-50=-68/116,50-51=-68/116,23-51=-68/116,
22-23=-37/557,4-22=-2589/642,21-22=-94/9,20-21=-50/33,5-20=-1923/530,20-52=-417/1873,52-53=-417/1866,
53-54=-418/1863,19-54=-418/1858,19-55=-1816/7690,18-55=-1816/7690,18-56=-1816/7690,17-56=-1816/7690,
17-57=-1485/6699,57-58=-1485/6699,58-59=-1485/6699,16-59=-1485/6699,16-60=-727/3223,60-61=-727/3224,
15-61=-727/3227,14-15=-6/99,11-15=-1876/478,14-62=-33/66,13-62=-33/66
WEBS 2-24=-223/106,3-23=-594/129,20-22=-530/181,4-20=-742/3030,10-17=-354/1060,11-16=-812/3720,13-15=-46/28,
12-15=-860/3804,1-24=0/236,3-24=-138/546,5-19=-1039/4379,8-19=-1861/462,8-17=-13/193,7-19=-650/241,
10-16=-970/321
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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 560 lb uplift at joint 13,101 lb uplift at joint
25 and 762 lb uplift at joint 22.
anMuUtn r1�tcareaks including heels"Member end fixity model was used in the analysis and design of this truss.
lob Truss Truss Type Qty Ply
A0029442
L7036 T41 HALF HIP GIRDER 1 1
Job Reference(optional)__
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30'2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 2508:51:12 2015 Page 2
ID:21jojrOBnOLP6dvHge071BzGwiq-b8j40y_pttUrJr Pc91NmQtAUE7o SrO2K7fLxzDOoz
NOTES-
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)44 lb down and 31 lb up at 6-0-0 on top chord. The design/selection of
such connection device(s)is the responsibility of others.
11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
12)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=-60,2-12=-60,23-25=-20,21-22=-20,17-20=-20,15-17=-20,13-14=-20
Concentrated Loads(lb)
Vert:2=-22(F)6=-82(F)21=-60(F)5=-97(F)18=-60(F)11=-71(F)24=-24(F)3=-22(F)10=-71(F)16=-86(F)15=-86(F)9=-71(F)29=3(F)30=-22(F)31=-22(F)33=-98(F)
34=-82(F)36=-82(F)37=-82(F)39=-97(F)40=-97(F)41=-71(F)43=-71(F)44=-71(F)45=-71(F)46=-97(F)47=-179(F)48=12(F)49=-24(F)50=-24(F)51=-24(F)
52=-76(F)53=-76(F)54=-76(F)55=-76(F)56=-60(F)57=-86(F)58=-86(F)59=-86(F)60=-86(F)61=-86(F)62=-60(F)
lob 'miss hiss Truss Type Qty Ply
A0029443
7036 742 HALF HIP 1 1 Job Reference(optional)
BWM:1g Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,In Mon May 25 06:51:12 2015 Page 1
ID:2ljojr0Bn0LP6dvHge0718zGwiq-b8j40y_pttUrJr_Pc9WmQtA7E _ 502K7f xzDOoz
10-1-2 8.00 1 13.10.8 ty-11a-5-8 I 20-7-8 22-9-10 24.9.8 29-3-8 29-11-7 - 35-9-5 _--__--- 42-1-7 45.9-0 :
8-0-0 5-10-8 I 2-7-0 4-2-0 2-2-2 1-11-14 4-6-0 0-8-0 5-9-14 6-4-2 3-7-9
Scale=1:81.0
3x5
5x8=6.00 4x10= 4x5= 3x6- 3x5= 2x4 I 3x6 4x5
12 4x5
2 31 3 32 r 4 33 5 6 34 7 T2 35 8 g 3¢3 10 11 •
�' W3 FM W11
4x5 G B5 j _�� __ . °
1 o Y
n
) . �[ff-°Y!j� _ -air-f -r �ir 6X8-- i cp �
n W1� r 4q ° 18 17 16 2x4 i 15 ° iri 1 I t<y 5 20 3x5- 3x6 2x4 3x8 - 13 12
3x4 3x5 -- 3x4 4x5--
24 23 37 22 6x8 2x4 !
0454 3x8 1944257# 2x4
125-4(0- -8#
10-1-2 12-1.1e 12-1-2
-SB
8-0-0 _ 13-10-8 13-11-8 1 22-9-10 24-9-8 29-3-8 29-11-7 35-9-5 -_ 42.1.7 45.9.0_
8.0-0 5-10-8 0-1-02,6-0 6-4-2 - -- -1.11.14 4-6-0 0.8-0 5-9-14 6-4-2 3-7-9 Plate Offsets(X,Y)-- [1:Edge,0-1-12],[2:0-3-0,0-2-0],[14:0-5-12,0-4-0],[15.0-1-8,0-1-8],[18:0-2-0,0-1-8],[19:0-5-12,0-4-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.17 16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.45 15-16 >843 180
BCLL 0.0 • Rep Stress Incr YES WB 0.65 Horz(TL) -0.12 21 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:287 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except
BOT CHORD 2x4 SP No.2*Except" end verticals.
B4,B6,B7:2x4 SP No.3 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) 12=1238/0-5-4 (min.0-1-8),24=456/0-5-8 (min.0-1-8),21=1943/0-5-8 (min.0-2-5)
Max Horz 24=168(LC 12)
Max Upliftl2=-136(LC 12),24=-8(LC 12),21=-257(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-29=-351/18,29-30=-249/29,2-30=-235/47,2-31=-231/104,3-31=-231/104,3-32=-580/99,4-32=-580/99,4-33=-2111/356
,5-33=-2111/356,5-6=-2686/458,6-34=-2686/458,7-34=-2686/458,7-35=-2351/404,8-35=-2351/404,8-9=-2351/404,
9-36=-2351/404,10-36=-2351/404,10-11=-1090/203,11-12=-1195/243,1-24=-383/104
BOT CHORD 23-24=-238/160,23-37=-168/28,22-37=-168/28,21-22=0/102,3-21=-1759/411,20-21=-44/0,19-20=-37/22,
4-19=-1095/250,18-19=-109/621,17-18=-356/2111,16-17=-356/2111,15-16=-458/2686,14-15=-210/1125,13-14=0/68,
10-14=-1013/256,12-13=-22/37
WEBS 2-23=-292/192,3-23=-200/575,19-21=-224/65,3-19=-228/1331,4.18=-285/1712,5-16=-117/659,7-15=-385/65,
8-15=-395/155,10-15=-227/1409,12-14=-32/22,11-14=-291/1564,1-23=0/147,7-16=-197/119,5-18=-721/213
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=46ft;eave=6f1;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-8-10,Interior(1)4-8-10 to 8-0-0,Exterior(2)8-0-0 to
14-5-10 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 12,8 lb uplift at joint 24
and 257 lb uplift at joint 21.
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 PTY ■
7038 T43 HALF HIP Run:7.620 s Apr 30 2015 nvHge.20 S Apr 303KHSD Rndu ix es.Inc Mon May 2f�lj YH 20015 Page 1
Buidrlp Component Supply.Green Cove Springs.FL
ID:2ljojrOBn
10-1-2 5-1-12 1 10-0-0 I 13-10-8 12-1ta-5.6 22-10-8 29-3-8 35-8-7 - 42-1-7_---_-- 45-9-0---:.
5-1-12 4-10-4 3.108 2-7-0 6-5-0 6-5-0 6-5-0 6-5-0 3-7-9
Scale=1:80.4
3x6
54= 5x12= 3x5 3x5-- 3x6 --3x5=
6.00 ril 3 30 4 5 6 317 32 8 9 3 10 K 34 11 4x5—12 -
■f#7.3 ' l- T 0 \.:. 1 =1 Y r� . • 1&;— B7 Ism 1°d
M1 = - I�
- _20 2x4 2x4 I 17 16 14 13 QN
it 58= 3x5 2x4 3x6 4x5---
2x4 3x5
0-5-8014) 3 8 0-5-8(046)/- 12266#/- 137#
3x5
10-1-2 12-1-2 12-1-2
1858
10-0-0 13-10-8 13-11-8 24-9-8 2570-2 29-11-7 - 33-613 42-1-7 45-9-0
--.. -. 10-0-0 ..— 3-10-8 0-1.02.6-0 640 0-2-11 4-11-5 ----3-7.5 8-8.11 1 3-7-9
Plate Offsets(X,Y)-- [3:0-3-0,0-2-0],[15:0-3-8,Edge],_[i :0-2-12,0-2-12],[21:0-4-0,0-2-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.25 23-24 >654 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.63 23-24 >262 180
BCLL 0.0 • Rep Stress Incr YES WB 0.96 Horz(TL) -0.09 21 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:327 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins,
BOT CHORD 2x4 SP No.3`Except` except end verticals.
B1,B3,B5,B9,B8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member)5-9-1 (7-19);5-9-1(10-15);
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) 13=1226/0-5-4 (min.0-1-8),21=1960/0-5-8 (min-0-2-5),24=448/0-5-8 (min.0-1-8)
Max Horz 24=196(LC 12)
Max Uplift13=-137(LC 12),21=-269(LC 12)
Max Grav13=1226(LC 22),21=1960(LC 1),24=448(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension -. - -.
TOP CHORD 1-28=-139/61,28-29=-85/73,2-29=-80/75,2-3=-186/28,3-30=-107/61,4-30=-107/61,4-5=-371/70,5-31=-393/74,
6-31=-393/74,6-7=-393/74,7-32=-1796/289,8-32=-1796/289,8-33=-1942/315,9-33=-1942/315,9-10=-1942/315,
10-34=-837/152,11-34=-837/152,11-12=-817/149,12-13=-1193/239,1-24=-161/80
BOT CHORD 23-24=-219/285,22-23=-185/22,21-22=-59/0,4-21=-1883/411,20-21=-139/0,19-20=-14/17,5-19=-297/124,
18-19=-290/1590,17-18=-370/2043,16-17=-370/2043,15-16=-329/1808,14-15=0/69,11-15=-329/149,13-14=-89/0
WEBS 2-23=-241/214,3-23=-172/109,4-23=-181/613,7-19=-1466/265,7-18=0/534,8-18=-365/119,8-16=-149/84,13-15=0/95,
12-15=-255/1392,2-24=-295/23,10-15=-1190/220,10-16=0/399,19-21=-197/85,4-19=-222/1307
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-8-10,Interior(1)4-8-10 to 10-0-0,Exterior(2)10-0-0 to
16-3-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.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 137 lb uplift at joint 13 and 269 lb uplift at
joint 21.
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 TrussType Qt PhF 1 ' A0029445
7036 T44 HALF HIP 1 1
,Job Reference(optional_
Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 blTek Industries,Inc.Mon May 25 08:51:14 2015 Page 1
�5 ID:2ljojrOBnOLP6dvHge0718zGwk}XXrgQe?3PUkZY97okaYJtryah1p7 aWecrnPpzDOox
1Qq71t2 5-2-13 1 7-1819.8-5 1 13-10-5 16.15 18-0-5 22115 23-25 28-11-5 ---___29.3-5 35-05 T 38.11-14 ..
0-7-12 5-2-13 1.10.9 2-7-0 4-2-0 2-3-0 ' 1-11-0 4-6-0 0-8-0 5-9-0 0-4-0 6-1-0 3-7-9
Scale=1:69.0
6.00 12 5 x 6= 4x10= 2x4 I I 3x6 5x8-- 2x4 4x5 -
28 2 3 4 27 28 29 5 8 7 30 31 8 932 10
-
'r
2x4 I I 7111 ;
‘ \I */ .. OD
/ ry4>/ _ • r 11
It� cr 4. 1:: :•te , :c_ " °°49
8 187x10-- 35 36 2x4 I I 37 2x4 38 15 14 39 40 - 2 4x5-- Iq.o
i2x4 11 3x6 2x4 I 1N
33 34
3 -� -1-- -1 2x4 I 2x4
21 P4 20
05-10(4458) 0-5W-2-1) 0-5-4(0-1-8)
146#/0# 1757#/-238# 1237#/-141#
16-0-15 18-0-15 18-615
-0-7-7 _ 5.2.13 7-1-67-2-6 9-8-5 18-0.5 1 3-0 23-2.5____ 26-9-10 29-3-5 35-45 38-11-14
0-7.7 5-2-13 1-10-9 r---- 2-6-0 8-4-0 4 11 4-77-5 3-7-5 2-5-11 6.1-0 ' 3-7-9
0-1-0
Plate Offsets(X,Y)- [2:0-3-0,0-2-0],[3:0-4-8,0-2-0],[8:0-3-12,0-3-0],[13:0-3-4,Edge],[17:0-2-8,Edge],[19:0-4-0,0-2-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.56 Vert(LL) -0.16 13-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.43 13-14 >878 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) -0.13 19 n/a n/a
BCDL 10.0 i Code FBC2010/TPI2007 (Matrix-M) Weight:330 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except
BOT CHORD 2x4 SP No.2'Except' end verticals.
B4,B6,B7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member)4-0-4(10-11);6-2-0(2-20);6-4-4(5-17);
OTHERS 2x4 SP No.3 6-4-4(8-13);
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
L Installation guide.
REACTIONS. (lb/size) 11=1237/0-5-4 (min.0-1-8),22=133/0-5-10 (min.0-1-8),19=1733/0-5-8 (min.0-2-1)
Max Horz 22=74(LC 12)
Max Upliftil=-141(LC 12),19=-238(LC 12)
Max Grav11=1237(LC 1),22=146(LC 17),19=1757(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-26=-102/59,2-26=-28/71,2-3=0/104,3-4=-366/96,4-27=-381/99,27-28=-381/99,28-29=-381/99,5-29=-381/99,
5-6=-1546/262,6-7=-1546/262,7-30=-1643/270,30-31=-1643/270,8-31=-1643/270,8-32=-692/126,9-32=-692/126,
9-10=-678/124,10-11=-1207/242,1-21=-165/105
BOT CHORD 21-22=-109/38,21-33=-57/0,33-34=-57/0,20-34=-57/0,19-20=-182/398,3-19=-1284/226,18-19=-148/0,17-18=-19/14,
4-17=-304/143,17-35=-266/1355,35-36=-266/1355,16-36=-266/1355,16-37=-323/1718,37-38=-323/1718,
15-38=-323/1718,14-15=-323/1718,14-39=-279/1491,39-40=-279/1491,13-40=-279/1491,12-13=0/69,9-13=-316/140,
11-12=-98/0
WEBS 2-20=-294/224,17-19=-120/56,3-17=-240/1290,5-17=-1292/223,5-16=0/542,7-16=-325/102,7-14=-161/90,
8-13=-1077/208,11-13=0/103,10-13=-243/1325,2-21=-118/161,8-14=0/409
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-0-9,Interior(1)4-0-9 to 5-2-13,Exterior(2)5-2-13 to
10-8-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 11 and 238 lb uplift at
joint 19.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
'kb —Truss Truss Type 'Qty 'Ply
I A0029448
7036 745 ROOF SPECIAL 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s 30 2015 MTek Industries,Inc,. Mon May 25 08:51:14 2015 Pal:
19-015 ID:2ljojrOBn0LP6dvHge0718zGwIq-XXrgQe73PUkZY97okaYJtryXh1r lyWeanPpx
17.0.19- 21.9.5
-0-7.12 5-2-8 5-54 12-6-14 I 19-11-3 21-2-5 f_ 27.613 I 33.45 I 36-11-14
0-7-12 5.2.8 0.2.12 7-1.10 7-4-5 1-3-2 5.9-8 S&6 3.7.9
0-7-0
Scale=1:68.0
6.00112 5x8
3x8= 5x6 5x6=
26 2 27 28 3 29 4 5 2 x 4 I I 44= 4x5
4x5 2 // N\ \j \ 30 31 'r
0 ��
0
W 1 B. W13 151� w
of
12
18 33 17 16 15 14 3x8= 10 4x5 q
3 Mkil.\—�1
..1 18
0 4x5= 308=
210811— 2x4 I I IN 1
22 23 21 224 2x4 I I 2x4 I I 6x8=
0-5-10011/44-8) 03543(0-1-15) 0-5-4(0-1-8)
111#10# 16274026# 1246#/-134#
5-5-4
5-5-2
17�19 5-1-6 5.$4115 12-6-14 _ 19-11.3 21-2-5, 27.613 33. 5 36-11-14 19-0-15
0
0-7-7 5-1-6 .1 7.1.10 f- 7.45 1-3-2 6-48 I 5-94 . 3-7-9
0-2-10
0-0-2
Plate Offsets(X,Y)-- [2:0-3-0,0-1-121,[11:0-5-8,0-4-01,[12:0-2-0,0-1-81,[13:0-2-8,0-2-41,[18:0-2-8,0-2-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.15 15-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.42 15-17 >904 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) -0.11 18 n/a n/a
BCDL 10.0 Code FBC201O/TPI2007 (Matrix-M) Weight:291 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purtins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B5,B6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:18-19.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-21
T-Brace: 2x4 SP No.3-8-9,5-12,1-21,3-18
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1243/0-5-4 (min.0-1-8),23=98/0-5-10 (min.0-1-8),18=1627/0-5-8 (min.0-1-15)
Max Horz 23=47(LC 12)
Max Uplift9=-134(LC 12),18=-226(LC 12)
Max Grav9=1246(LC 22),23=111(LC 21),18=1627(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-25=-38/34,25-26=-28/56,2-26=-22/113,2-27=0/72,27-28=0/60,3-28=0/59,3-29=-1536/294,4-29=-1533/294,
4-5=-1713/309,5-30=-1473/252,30-31=-1473/252,6-31=-1473/252,6-32=-1473/252,7-32=-1473/252,7-8=-687/127,
8-9=-1205/246,1-22=-58/39
BOT CHORD 22-23=-72/29,21-22=-73/35,20-21=0/0,18-19=-45/0,18-33=-177/1013,17-33=-177/1013,16-17=-4/78,15-16=-4/78,
14-15=0/0,13-34=-304/1697,34-35=-304/1697,12-35=-304/1697,11-12=-130/700,10-11=0/69,7-11=-1040/249,
9-10=-11/36
WEBS 3-17=0/286,3-13=-123/669,13-15=0/173,4-13=-22/478,5-13=-682/151,5-12=-335/75,6-12=-390/152,7-12=-174/1075,
9-11=-33/11,8-11=-245/1322,19-21=-67/166,2-19=-91/25,13-17=-174/939,1-21=-111/120,2-18=-381/259,
3-18=-1496/264
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=378;eave=5ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-2,Interior(1)3-10-2 to 5-0-6,Exterior(2)5-0-6 to
21-9-5,Interior(1)21-9-5 to 36-10-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 9 and 226 lb uplift at joint
18.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job Truss Truss Type 'Qty Ply ' , A0029447
7038 T48 ROOF SPECIAL 1 1 Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.820 s Apr 30 2015 MiTek Industries,Inc.Mon Mey0:51:15 2015 Pape 1
ID:2ljoy0BnOLP6dvHge0718zGwiq-?jPCe_0h9osQAJI HH4YP2Vf *j3r�7,�1] GZDO0W
1 T 6-0-10 I 11-5-0 I 16-9-6 I 20-0-7 { 22-7-7 I 27-6-11 I 32-2-7 I 35-10-0
a -113 3 6.0-10 5-4-6 5-4-6 3-3-1 2-7-0 4-11-4 4-7-12 3-7-9
Scale=1:65.1
6.00 FiT 5x8—
3x4= 5x6�
2 23 24 3 25 26 4
22
3x4 I I 21 1 / 27 5x6= 2x4 I I 4x5=
�5 3x4— 7 8
2
IA/ Nrit W11 :4 lli
11 litelasPietein-
• 1441 _: • c'v.■'r 2x4 II 12
18 1 P ac7HD2C7 31 18 155,8= 14 3x4= 10 4x5 9
6x6 8x10= 4x10= 2x4 II 2x4 II 2x4 II 0-5-48-17:12)
7x10= 14624/-1456
17-7-14
17-7-14
-0-2-13 6-0-10 11-5-0 16-9-6 20-0-7 . 22-7-7 32-2-7 35-10-0
0-2-13 6-0-10 5-4-6 5-4-6 I 3-3-1 2-7-0 I 9-7-0 I 3-7-9
Plate Offsets(X,Y)---[2:0-2-12,0-1-4],[11:0-3-8,0-3-4] 113:0-2-8,0-2-12] [16:0-2-4,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.26 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.72 11-12 >597 180
BCLL 0.0 • Rep Stress Incr YES WB 0.86 Horz(TL) 0.13 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:278 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B1:2x8 SP No.2,B4,B5:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-3-16,5-13,6-11,2-18
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1462/0-5-4 (min.0-1-12),19=1441/Mechanical
Max Horz 19=52(LC 11)
Max Uplift9=-145(LC 12),19=-140(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-21=-104/74,21-22=-42/76,2-22=-36/90,2-23=-1469/348,23-24=-1475/346,3-24=-1476/346,3-25=-1821/392,
25-26=-1819/392,4-26=-1818/393,4-27=-2050/391,5-27=-2120/375,5-28=-2632/428,28-29=-2632/428,6-29=-2632/428,
6-7=-979/157,7-8=-964/157,8-9=-1436/259,1-18=-180/121
BOT CHORD 18-19=-52/51,18-30=-160/948,17-30=-161/947,17-31=-163/932,16-31=-163/932,15-16=0/98,14-15=0/0,
12-13=-433/2647,11-12=-352/1963,10-11=0/68,7-11=-254/113,9-10=-136/0
WEBS 2-17=01356,2-16=-166/1028,3-16=-896/222,13-16=-249/1398,13-15=0/257,4-13=-29/637,5-13=-1089/190,
5-12=-479/168,6-12=-108/938,6-11=-1379/273,9-11=0/144,8-11=-270/1657,2-18=-1558/233,3-13=-73/555
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=36ft;eave=5ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 5-10-8,Exterior(2)5-10-8 to
20-9-10,Interior(1)20-9-10 to 22-7-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.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 145 lb uplift at joint 9 and 140 lb uplift at joint
19.
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
J b Truss Truss T — Qty Ply
Type A0029448
17036 T47 I ROOF SPECIAL 1 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 MiTek Industries,Inc.Mon May 25 08:51:15 2015 Page 1
ID:2ljojrOBn L vHge
Z Z 718zGwiq-?1PCe_0h9osQAJi HH4YP2VeyR6efilAd 4(xGz000w
1-H--ii 4-0-15 i 8-0-10 I 14-9-6--- 20-0-7 24-7-7 32-2-7 35-10-0_ ..
0-2-13 4-0-15 3-11-11 6-8-12 5-3-1 4-7-0 ' 7-7-0 3-7-9
5x8* Scale:3/16'=1'
5x8
6.00 12 3
20 21 22 4
2x411 �� r7
,� 1 23 2x411
5
4x5 18
1 " " = 4x5=
7 8 a I c •i „/ ., I ■ 1 rw,4 3
C 13 11 I �e a_-
�1415tf/-156# 61 :y��= r'�• 12 Bfi_73.
17 U P-THJ 26 25 28 15 147x10= 3x5 10 4 9
10x14MT2OHS= 4x10= 2x4 I 2x4 I 0-5-4'0.1-11)
7x10-- 1434#)-155#
1
17-7-14 17-7-14
i ! 00-- 32-2-7 35-10-0
0-2-13 4-0-15 3-1 -0 6-8-12 53-1 4-7-0 - 7-7-0 I 3-7-9 '
Plate Offsets(X,Y)-- [3:0-3-0,0-1-12],[4:0-2-0,0-2-8],[11:0-6-8,0-4-0],[12_0_2-0,0-1-8],[13:0-2-1.2 EdgeL[17_0-2-4,0-1-8] _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.37 15-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 j BC 0.98 Vert(TL) -0.82 15-16 >528 180 MT2OHS 187/143
BCLL 0.0 ' 1 Rep Stress lncr YES WB 0.80 Horz(TL) 0.12 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 ! (Matrix-M) Weight:289 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals.
T4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2*Except* WEBS Web Brace:Length(member)6-9-14(4-15);7-5-7(3-16);
B2:2x4 SP No.1,B3,B5:2x4 SP No.3,B1:2x8 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
OTHERS 2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 9=1434/0-5-4 (min.0-1-11),18=1415/Mechanical
Max Horz 18=-80(LC 10)
Max Uplift9=-155(LC 12),18=-156(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-19=-939/182,2-19=-857/192,2-3=-947/272,3-20=-1418/378,20-21=-1418/377,21-22=-1418/377,4-22=-1422/377,
4-23=-2279/544,5-23=-2393/525,5-6=-2414/457,6-24=-2974/503,7-24=-2974/503,7-8=-1281/229,8-9=-1390/264,
1-17=-1567/301
BOT CHORD 17-18=-79/80,16-17=-81/83,16-25=-157/996,25-26=-157/996,15-26=-157/996,14-15=-42/155,13-14=-30/31,
5-13=-268/154,12-13=-512/3001,11-12=-242/1336,10-11=0/67,7-11=-1228/300,9-10=-39/44
WEBS 3-15=-114/753,4-15=-579/208,13-15=-174/1291,4-13=-310/1368,6-13=-1138/189,6-12=-687/209,7-12=-294/1826,
9-11=-42/41,8-11=-335/1861,2-16=-224/140,1-16=-197/1331,3-16=-575/114
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=36ft;eave=5ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 7-10-8,Exterior(2)7-10-8 to
18-9-10,Interior(1)18-9-10 to 24-7-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)All plates are 3x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 9 and 156 lb uplift at joint
18.
10)"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 My Ply - ,
A0029449'
7036 T48 ROOF SPECIAL 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:16 2015 Page 1
5-2-4 10 0 10 12-s s 19 8-4
ID:2ljojrOBnOLP6dvHge0718zGwiq-TvzarKlJw6_HoTHARbnyG2gLrVQwjj�pj 11.1izDOov
1 b 7L:�4S 26-7-7 31-2-11_------ 35-10-0
0-2-13 5-2-4 4-10-6 I
2-8-12 I 6-10-14 6-11-3 4-7-5 4-7-5 i
5x8• Scale=1:62.8
6.00 12 3 18 • 19
llIPfcWlAW111\
14 UaD-THD26 22 72 23 24 11 10 "9g
3x4 10x12 3x8= 5x12= 3x5- 0-541-11)
1434#1-152#
17-7-14 17-7-14
-0-2-13 5-2-4 10-0-10 +
12-9-6 19-8-4 28.7-7 I 35-10-0
0-2-13 5-2-4 4-10-6 2-8-12 6-10-14 6-11-3 9-2-9
Plate Offsets(X,Y)-- [4:0-3-0,0-1-12],[7:0-2-4,0-1-8],[10:0 2 4,0-1-8],[11:0-5-12,0-3-0],[14:0-2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.40 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.8811-12 >490 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:252 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, except
BOT CHORD 2x4 SP No.1 'Except* end verticals.
B1:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing.
WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-12,6-11,7-9
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1434/0-5-4 (min.0-1-11),15=1415/Mechanical
Max Horz 15=-108(LC 10)
Max Uplift9=-152(LC 12),15=-159(LC 12)
Max Grav9=1434(LC 1),15=1428(LC 19)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-16=-871/200,2-16=-783/201,2-17=-1273/299,3-17=-1206/321,3-18=-1077/316,18-19=-1071/317,4-19=-1071/317,
4-20=-2238/534,5-20=-2325/518,5-6=-2258/390,6-7=-2892/444,7-21=-44/0,8-21=-44/0,8-9=-119/57,1-14=-1491/324
BOT CHORD 14-15=-106/108,13-14=-105/113,13-22=-100/833,12-22=-100/833,12-23=-137/1189,23-24=-137/1189,
11-24=-137/1189,10-11=-452/2926,9-10=-303/1656
WEBS 2-12=-14/553,3-12=-37/318,4-12=-507/147,4-11=-285/1440,5-11=-483/241,6-11=-1103/190,6-10=-805/195,
7-10=-185/1550,7-9=-2036/385,2-13=-847/200,1-13=-231/1282
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=36ft;eave=5ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 9-7-6,Exterior(2)9-7-6 to
12-11-8,Interior(1)16-6-8 to 26-7-7 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 152 lb uplift at joint 9 and 159 lb uplift at joint
15.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Truss — —TrussType -Qty [Ply - _ -
7036 749 ROOF SPECLLL GIRDER 1 1 A0029450
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 May 25 08:51:16 2015 Page 1
121-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-TvzarKlJw6_Ho - bnyG2gdrSnwJO_zy5tUizDDov
3.0.4 I 7-2-0 12-7-4 18-4-0
3-0-4 4-1-12 5-5-4 5-8-12
5 Scale=1:46.9
6.00 12
u
4x10 i
a
4x10= 2xa II 4x10
1 2 O ••
IMI i,iAll
liM10-ma rig
U k\s '
MK 1 �� :y —
g• 8 7 11 12 1180N/-146#
USP-THD266
645.W.taWili 10x12-- 10x14 MT2OHS
3138#!-185# THD28
12-1-2 12-1-2
3-0-4 7-2-0 18-4-0
3-0-4 ' 4-1-12 11-2-0
Plate Offsets(X,Y)-- [1_Edge,0-1-12],[3:0-4-12,0-2-0],[4:0-4-0,0-1-8],[6:0-1-12,0-1-8],[8:0-6-0,0-6-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.34 6-7 >643 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.91 6-7 >239 180 MT2OHS 187/143
1 BCLL 0.0 • Rep Stress Incr NO WB 0.83 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:136 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x8 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B2:2x4 SP No.1 WEBS Web Brace:Length(member) 5-7-5(5-6);5-3-5(4-6);
P
WEBS 2x4 SP No.3*Except* r
MiTek recommends that Stabilizers and required cross bracing
W2:2x4 SP No.1,W4:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 9=3138/0-5-8 (min.0-3-11),6=1180/Mechanical
Max Horz 9=158(LC 8)
Max Uplift9=-185(LC 4),6=-146(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-9=-2841/188,1-2=-3651/212,2-10=-3651/212,3-10=-3651/212,3-4=-4017/122,4-5=-106/47,5-6=-133/62
BOT CHORD 8-9=-162/76,7-8=-225/3557,7-11=-146/1094,11-12=-146/1094,6-12=-146/1094
WEBS 1-8=-261/4522,2-8=-207/136,3-8=-787/364,3-7=-2065/194,4-7=-106/3382,4-6=-1439/197
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);Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 9 and 146 lb uplift at joint
6.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 3-0-4 from the left end to connect truss(es)T60
(1 ply 2x6 SP)to front face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
12)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=-60,6-9=-20
Concentrated Loads(Ib)
Vert:8=-2874(F)
Job Truss Truss Type Qty P
7036 T50A Monopitch 1 1 A00294511
Job Reference(optional) f1
Budding Component Supply,Green Cove Spings,FL Run:7.620 s Apr 30 2015 Pnnt:7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:16 2015 Page 1
12-1 ID:2ljojrOBnOLP6dvHge0718zGwiq-TvzarK1 �oTHMbnyG2u6rY2wRt_zy5tUizDOov
i3D 7-11-12 15-30
11-0-0 I 6-11-12 7-3-4
6.00 12 g, Scale=1:41.7
• r
3x4% 12
5
3x4
4
NI 0
e
v
4x5=
1
■ Y
664#!-62# 8 606#/-127#
7
3x6 li 2x4 II 3x4=
12-1-2 12-1-2
THD26 or Equal THD26 or Equal
1 7-11-12 15-3-0
1_0_01 6 I _ 734
Plate Offsets(X,Y)-- [3:0-2-8,0-0-15]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.09 8-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.22 8-11 >834 180
BCLL 0.0 * i Rep Stress Incr YES WB 0.28 Horz(TL) 0.03 3 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:80 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE WEBS 1 Row at midpt 6-7,4-7
Left: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) 7=606/Mechanical,3=664/Mechanical
Max Horz 3=218(LC 12)
Max Uplift7=-127(LC 12),3=-62(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/0,2-3=-840/22,2-4=-783/12,4-5=-126/0,5-12=-63/15,6-12=-61/65,6-7=-166/119
BOT CHORD 3-8=-230/653,7-8=-175/653
WEBS 4-8=0/346,4-7=-749/200
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)0-0-0 to 1-0-7,Interior(1)0-0-0 to 15-1-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 7 and 62 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.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
!Job - Truss truss Type Qty 'Ply
A0029452
7036 T509 Monopitth 1 1
Job Reference(optional'_
Budding Com po nent Supply,y,Green Cove SpMgs,FL
Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:17 2015 Page 1
12-1-2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-y6Xz3g 1 xITA82PdsMPi60UTa22FuDfuG8CcgO08zD0ou
2-8-4 7-11-12 15-3-0
I 2-8-4 f 5-3-8 f 7-3-4
6.00 12 �4 ' Scale=1:41.6
a
3x4
10 T3' .
5
3x4 5
4
� co
1.,
2x4 II 4x5=
1
sr
7 i Gti�
598#/-9# 598W-123#
9 6x8% 8 7
2 x 4 1 1 3x4
12-1-2 12-1-2
THD2r3$r4Equal 7-11-12 I 15-3-0 THD26 or Equal
2-8-4 5-3-8 7-34
Plate Offsets(X,Y)— [9:0-5-10,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.08 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.22 8-9 >835 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:83 lb FT=20%
(-
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7,4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
In_stallation guide.
REACTIONS. (lb/size) 9=598/Mechanical,7=598/Mechanical
Max Horz 9=179(LC 12)
Max Uplift9=-9(LC 12),7=-123(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 3-9=-534/86,1-3=-95/57,1-2=-6/92,2-3=-843/0,2-4=-720/0,4-5=-126/0,5-10=-62/15,6-10=-61/65,6-7=-168/118
BOT CHORD 8-9=-168/631,7-8=-168/631
WEBS 4-8=0/347,4-7=-723/191
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=oft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-8-11,Interior(1)2-8-11 to 15-14 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 9 and 123 lb uplift at joint 7.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply ,
A0029453
7038 T50C Monopkrh 1 1
Job Reference(optional)
Building Component Suppty,Green Cove Spdngs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:17 2015 Page 1
12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-y6Xz3g1 x C 'dsMPi60UTa5gFu2fsz8CcgQ08zD0ou
4-8•4 7-11-12 15-3-0
I 48-4 I 338 7-3-4
4 • Scale=1:41.5
6.00j12
10
3x4
2x4 II 4x5=
1
N
Y B Y -R
598#/-25# 8 598#/-119#
7 5
3x4-- 3x4= 3x4
12-1-2 12-1-2
THD26 or Equ�J.g.4 7-11-12 15-3-0 THD26 or Equal
4-8-4 I 3-3-8 7-3-4
Plate Offsets(X,Y)-- [4:0-2-0,0-0-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.09 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.23 6-7 >791 180
BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:93 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 4-5,3-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=598/Mechanical,5=598/Mechanical
Max Horz 7=150(LC 12)
Max Uplift7=-25(LC 8),5=-119(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-144/73,1-8=-41/2,8-9=-41/2,2-9=-4112,2-3=-689/0,3-10=-122/16,4-10=-64/69,4-5=-182/125
BOT CHORD 6-7=-192/696,5-6=-148/606
WEBS 2-7=-761/36,2-6=-115/72,3-6=0/367,3-5=-692/167
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=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 15-1-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 7 and 119 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply I A0029454
7036 IT500 Monopitch 1 1
Job Reference(optional)
Building Component Supply.Green Cove Springs,FL-------- _-------- Run:7.620 s Apr 30 2015 Prat 7.620 s Apr 30 2015 MTek Industries,Inc.Mon May 25 08:51:17 2015 Page 1
ID:21jo/r0Bn0LP6dvHge0718zGwiq-y6Xz3g1 dsMPi60UTa4SFu2fnr8CcgQ08zD0ou
12-1-2 6-8-4 7-11-12 _ 153-0
6-8-4 1-3-8 7-3-4
4 Scale=1:41.6
6.00 12 ,2x4 J
10
3x4
3x4 I I 4x5= 3
.. — T1 NI
— 8 9
‘ 71
. B111
598#/-55# 598#/-113#
7 6 5
3x4= 3x4= 3x4=
12-1-2 12-1-2
6-8-4 15-3-0
153-0 1
6-8-4 1-3-8 73.4
Plate Offsets(X,Y)— (4:0-2-0,0-0-12] —
LOADING(psf) SPACING-THD26&E ual CSI. DEFL. in (loc) I/defl Ltd THD26 orlrl.ClUtS GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 ' BC 0.60 Vert(TL) -0.23 6-7 >779 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 1 (Matrix-M) Weight:97 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5,3-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=598/Mechanical,5=598/Mechanical
Max Horz 7=121(LC 12)
Max Uplift7=-55(LC 8),5=-113(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension .
TOP CHORD 1-7= 95,1-8=-41/8,8-9=-41/8,2-9=-41/8,2-3=-636/0,3-10=-123/16,4-10=-62/68,4-5=-178/122 .
BOT CHORD 6-7 36,5-6=-145/613
WEBS 3-5=-700/164,3-6=-5/361,2-7=-682/10,2-6=-87/101
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(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 15-1-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 7 and 113 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A0029455
7036 T50E Monopit 1 1
1
Job Reference(optional)
Suiting Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7 620$AAppr 30 2015 M Tek Indust es,Inc. Mon May 2508:51:17 2015 Page 1
ID:2ljojrOBnOLP6dvHge0718zGwiq-y6Xz3glxhf P sMPi60UTa4VUFu2fnJ8CcgQ08zD0ou
12-1-2 6-6-4 7-11-12
15-3-0
_ 1- -�
1 6-6-4 15-6 7 3-4
6.00 12 2x4
4 Scale=1:41.5
10
3x4
3x4 I I 4x5= 3
i1I1-.
cb
598#/-531 598#/-1131
7 6 5
3x4:= 3x4= 3x4=
12-1-2 12-1-2
THD26 or Equal 6-6-4 7-11-12 153,0 THD26 or Equal
6-6-4 I 1-5-8 I
6 7-3x1 Er
al
Offsets(X,Y)-- [4:0-2-0,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.09 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.23 6-7 >780 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:97 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5,3-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.-
REACTIONS. (lb/size) 7=598/Mechanical,5=598/Mechanical
Max Horz7=123(LC 12)
Max Uplift7=-53(LC 8),5=-113(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-192/94,1-8=-41/8,8-9=-41/8,2-9=-41/8,2-3=-642/0,3-10=-123/16,4-10=-63/68,4-5=-178/123
BOT CHORD 6-7=-152/641,5-6=-145/612
WEBS 3-5=-699/164,3-6=0/364,2-7=-688/12,2-6=-90/95
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 15-1-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 7 and 113 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty -PIY A0029456
7036 T5OF Monop1tch 1 1 '
Job Reference(optional)
Building Component Supply,Green Cove Sphgs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:51:18 2015 Page 1
12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-QI5LG02ZSA17.21rj 15ZzQdF1h7GQeEHOJYHRGa_YbzDOOt
q$$ T 11-12 15-3-0
I 4-6-8 i 7-3-4
4 Scale=1:41.6
4 .
6.00 PI
10
3x4
• 2 x 4 I I 4x5=
1
l ■ ice,
apt 8 9 �Q
0 w O
ry, < N
598#/-23# 598#/-119#
7 8 5
3x4 3x4= 3x4-
12-1-2 12-1-2
4-6-8 I 7-11-12 I 15-3-0
4-6-8 3-5-4 7-3-4
Plate Offsets(X,Y)-- (4:0-2-0,0-0-81 _
LOADING(psf) SPACING-THD26g0fqual CSI. DEFL. in (loc) l/defl LVD26 or EqupI I.JITES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.09 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.23 6-7 >792 180
BCLL 0.0 * Rep Stress Incr YES i WB 0.40 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:93 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 4-5,3-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=598/Mechanical,5=598/Mechanical
Max Horz 7=152(LC 12)
Max Uplift7=-23(LC 8),5=-119(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-140/71,1-8=-41/2,8-9=-41/2,2-9=-41/2,2-3=-692/0,3-10=-122/16,4-10=-64/69,4-5=-182/125
BOT CHORD 6-7=-196/700,5-6=-149/606
WEBS 2-7=-767/38,2-6=-117/73,3-6=0/366,3-5=-692/167
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;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 15-1-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 7 and 119 lb uplift at joint
5.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Truss Truss Type Qty Pl
A0029457
7036 T5OG Monoprtch 1 1
Job Reference(optional)
Build' Component Supply.Green Cove Springs,FL Run:7 620 s
Building Apr 30 2015 Print 7.620 5 Apr 30 2015 NYTek Industries,Inc. Mon May 2508:51:182015 Page 1
121 2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-QI5LG02ZSjF21 mRZzQdF1h7DheESOLWHRGa Ybz1 of
2-6-8 3
S _. 7-11-12 15-3-0
2-6-8 5-5-4 7-3-4
6.00 12 �i, Scale=1:41.7
3x4<= a
10 T3
5
3x4
4
2x4 H 4x5=
•
1 W2
3
o irj
rn i BT ..
0 L.
598#/-9# 5980/-123x:
9 6x8 - 8 7
2x4 11 3x4=
12-1-2 12-1-2
THD2614gqual 7-11-12 16.3-0 THD26orEqual
2-6-8 5-5-4 7-3-4
Plate Offsets(X,Y)— [9:0-5-10,0-3-01
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 0.75 Vert(LL) -0.08 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.22 8-9 >833 180
BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:83 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7,4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=598/Mechanical,7=598/Mechanical
Max Horz9=181(LC 12)
Max Uplift9=-9(LC 12),7=-123(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 3-9=-534/85,1-3=-89/55,1-2=-9/102,2-3=-855/0,2-4=-724/0,4-5=-126/0,5-10=-62/15,6-10=-61/65,6-7=-168/117
BOT CHORD 8-9=-168/631,7-8=-168/631
WEBS 4-8=0/347,4-7=-723/192
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)0-1-12 to 2-6-15,Interior(1)2-6-15 to 15-1-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 9 and 123 lb uplift at joint 7.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Truss ITruss Type — Qty Ply —— —
' A0329458
7Bu Ain Component Supply,Green Cove Spiings.FL Run:7 6 1 1
0 20 s 30 2015 Print. Job Reference(optional)
Monopitch
Apr 7.620 s Apr 80 2015 MiTek Industries,Inc. Mon May 25 08:51:18 2015 Pagel
12-1-2 ID:2ljojr0Bn0LP6dvHge0718zGwiq-QI54 y00ZSjE?1mRZzQdF1h7Dme9a0LfHRGa_YbzDOot
7-5-11 15-2-8
7-5-11 7-8-13
6.00 12 2x44° Scale=1:45.1
3x5 12 T2
3
0
3x4
2
!�
03
11 �:
Job Truss Truss Type .Qty Ply
7036 T52 Morioplt h 1 1 �'i ' A0029459
Job Reference(optional)
Budding Component Supply,Grsen Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:18 2015 Paget
12-1-2 ID:2ljojrOBn0LP6dvHge0718zGwiq-Q15LG02ZWIFRZzodF1h7DNeESOL4HRGa_YbzDOot
I 7-5-11 15-2-8
7-5-11 7-8-13
6.00 12 /2x4 Scale=1:41.6
3x5 11
iiiii
3
3x4
c 2
N 3
co
u
10 �.
At
1
l HWi
. . 8 - 5
0- P0-1-8 2x4 n
0-7-190-1-8)
602#1-8# 602#125#
7-5-11 I 15-0-12 15-2-8
7-5-11 7-7-1 0-i-12
Plate Offsets(X,Y)-- [1:0-2-8,0-0-15],[4:0.2-0,0-0-8] -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.09 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.21 5-6 >843 180
BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:78 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE WEBS 1 Row at midpt 4-5,2-5
Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
I Installation guide.
REACTIONS. (lb/size) 1=602/0-5-8 (min.0-1-8),5=602/0-7-12 (min.0-1-8)
Max Horz 1=217(LC 12)
Max Uplift1=-8(LC 12),5=-125(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-837/1,2-10=-671/21,2-3=-134/5,3-11=-66/16,4-11=-65/70,4-5=-185/128
BOT CHORD 1-6=-223/681,5-6=-184/681
WEBS 2-6=0/341,2-5=-755/206
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 15-0-12 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.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 125 lb uplift at joint 5.
5)"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 thy PI
— --
Ply ' Aoo29460
7036 753 MorwpACh 1 1
I Job Reference(optional)__ J
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print.7.620 s Apr 30 2015 Mifek Industries,Inc. Mon May 25 08:51:18 2015 Page 1
12-1-2 ID:2ljojr0BnOLP6dvHge0718zGwiq-QI5LG02ZSjE4riiRyzodF 1 h7DHeEOOL 1 HRGa_YbzDOot
7-5-11 15-3-0
7-5-11 I 7-9-5
•
6.00 12 4
2x4 i Scale=1:41.6
3x4 11 -T2
3
3x4
<t0
N 2
co
10
W,
1
r ail L
g� 7 6 USP-THD26 a 12su
0-5-80-1-8) 2x4 'I 3x4
66347-9/$ 12-1-2
7-5-11 15-3-0
•
7-5-11 I 7-9-5
Plate Offsets(X,Y)-- [1:0-2-8,0-0-15],[4:0-2-0,0-0-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.22 5-6 >824 180
BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:78 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE WEBS 1 Row at midpt 4-5,2-5
Left: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=604!0-5-8 (min.0-1-8),5=604/Mechanical
Max Horz 1=218(LC 12)
Max Uplift1=-8(LC 12),5=-125(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-841/1,2-10=-675/21,2-3=-135/0,3-11=-66/16,4-11=-66/70,4-5=-186/128
BOT CHORD 1-6=-223/685,5-6=-185/685
WEBS 2-6=0/342,2-5=-758/206
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;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-1-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 125 lb uplift at joint 5.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
[Job Truss Truss Type Qty Ply
1
A00294611 7 T54 Monopdch 1 1 1Job Reference(optional)
Building Component Supply,Gr en
Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 SATek Industries,Inc. Mon May 25 08:51:19 2015 Page 1
12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-upajp413CD 1 Msfw0IW78UaugMW2Yn7gjQfwJX41 zDOos
2-5-8 6-7-2 13-2-10 14-10-8 18-2-12
2-5-8 4-1-10 6-7-8 1-7-15 3-4-4
• 6.
2x4 df, Scale=1:54.7
3x4
5
x
3x4
0
ot, 6.0012 2x4 4
�
11300.000
•
21
1 2
41 -7-r s, 1:1 :r us�i 4
, I
•o BT 1 ■ = 3x5--- o
13 12 2211 82x4 11 .7
3x4= 3x4=
0.5-8(0.13V 2x4 I 2x4 II 0-7404148)
7 -2# 2x4 719 0/-141#
12-1-2 12-1-2
2-5-8 10.2-5 l 14-10-8 1 18-2-6 18-2-12
2-5-8 7-8-13 4-8-3 3-3-14 0-6-6
Plate Offsets(X,Y)-- [1:0-0-3,0-2-8],[2:0-0-11,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 0.87 Vert(LL) -0.14 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.35 12-17 >614 180
BCLL 0.0 • Rep Stress Ina YES WB 0.79 Horz(TL) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:108 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
T2:2x4 SP No.2 end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B3:2x4 SP No.3 WEBS 1 Row at midpt 6-7
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 Installation guide.
REACTIONS. (lb/size) 7=685/0-7-0 (min.0-1-8),1=796/0-5-8 (min.0-1-8)
Max Horz 1=261(LC 12)
Max Uplift7=-141(LC 12),1=-2(LC 12)
Max Grav7=719(LC 17),1=796(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-456/38,2-21=-2706/521,3-21=-978/61,3-4=-786/0,4-5=-706/11,5-6=-88/35,7-9=-671/178,6-9=-106/50
BOT CHORD 1-13=-185/217,2-12=-760/2995,12-22=-110/417,11-22=-110/417,10-11=-110/417,9-10=-130/366,8-10=0/44,7-8=0/81
WEBS 3-12=-407/183,5-12=-25/540,5-9=-662/180
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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-1-0 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 20.0psf 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 141 lb uplift at joint 7 and 2 lb uplift at joint 1.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
•
o, 117--uss -Truss Type p�7036 T55 MONOPRCH 1 1 AW29462 Job Reference(optional)
Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:19 2015 Page 1
12-1-2 2_5_8 ID:2ljojr0BnOLP6dvHge0718zGwiq-uUejy 4 p1MsfwOM/78UaugMg2Wp7n00fwJX41zDOos
6-7-2 13-2-8 16-6-0 -___-19-10-4
2-5-8 } 4-1-10 6-7-7 3-3-8 3-4-4
6 Scale=1:56.3
6.00 12 2x4
3x4 G
5
3x4
2x4O `%
W3
3 4.
21
2
1 B3 u�:aa -1 O
/�. BZ_ ab5
R� Ia3 1s1I :,. 3x5
12 2211 23 82x4 :I
14 7
0-5780-1-8) 2x4 3x4= 3x4= 2x4 0-74)x141.8)
819# 2x4 792#/-1556
4x6--
12-1-2 12-1-2
2-5-8 10-2-5 16$0 19-9-14 19-10-4
2-5-8 7-8-13 6-3-11 3-3-13 0-0-6
Plate Offsets(X,Y)--[1:0-2-12,0-0-3],[2:0-0-5,0-0-1],[9:0-3-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.26 10-12 >922 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.54 10-12 >436 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.14 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:116 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:14-17.
WEDGE WEBS 1 Row at midpt 6-7,5-9
Left: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) 7=751/0-7-0 (min.0-1-8),1=826/0-5-8 (min.0-1-8)
Max Horz 1=284(LC 12)
Max Uplift7=-155(LC 12),1=-19(LC 12)
Max Grav7=792(LC 17),1=826(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-478/30,2-21=-2492/522,3-21=-1191/64,3-4=-957/0,4-5=-821/17,5-6=-116/58,7-9=-737/196,6-9=-157/74
BOT CHORD 1-14=-240/312,13-14=-38/112,2-13=-751/2877,12-13=-293/1102,12-22=-147/568,11-22=-147/568,11-23=-147/568,
10-23=-147/568,9-10=-165/553,8-10=0/34,7-8=0/59
WEBS 3-12=-3821175,5-12=-14/572,5-9=-761/205
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-8-8 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 7 and 19 lb uplift at joint
1.
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
3
Job - _— Truss TrussT Ype -QEY p�
, ' A0029463'
703,6 T56 MONOPRCH - _ Run: R�p � Job Reference(optional)
Building Component Supply,Green pply,Green Cove Springs,FL - 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08:51:19 2015 Page 1
12.1.2 1 q 718zGwiq-uUejL 3f Dl Msfw0IW78UaugLS2WG7o4CifwJX41zD0os
2-5-8 6-7-2 10-2-5 13-2-8 17-11-2 19-9-�$''-
2-5.8 4-1-10 3-7-3 3-0-4 4-8-9 1-10-6
6.00[12 6 Scale=1:57.8
2x4 kr
3x4
5 T2
3x4
0
m 4
0 2x4 0
W3
3
21
I 2
B3 B3
1 ai
61 I] 11 2210 USP 2IUS24 9;! 3x5 0
x$21#/-137#
0-5-8(0-1-8) 2x4 3x4 3x4 2x4 2x4
859 ,3#
5x6 2x4 f
12-1-2 12-1-2
2-5-8 , 10-2-5 17-11-2 19-9-8
2-5-8 ' 7-8-13 7-8-13 1-10-6
Plate Offsets(X,Y)-- [1:0-0-3,0-2-8],[2:0-0-3,Edge],[9:0-3-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.27 9-11 >869 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.60 9-11 >396 180
BCLL 0.0 • Rep Stress Inc" YES WB 0.32 Horz(TL) 0.16 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:114 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
T1:2x4 SP No.1 end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B3:2x4 SP No.3 WEBS 1 Row at midpt 6-7,5-9
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 Installation guide.
REACTIONS. (lb/size) 7=781/Mechanical,1=859/0-5-8 (min.0-1-8)
Max Horz 1=283(LC 12)
Max Uplift7=-137(LC 12),1=-3(LC 12)
Max Grav7=821(LC 17),1=859(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-491/41,2-21=-2881/592,3-21=-1194/56,3-4=-954/0,4-5=-818/9,5-6=-116/57,7-9=-787/172,6-9=-155/74
BOT CHORD 1-12=-199/237,2-11=-858/3184,11-22=-142/563,10-22=-142/563,10-23=-142/563,9-23=-142/563,7-8=0/0
WEBS 5-9=-758/199,5-11=-7/575,3-11=-389/176
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 19-7-12 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 137 lb uplift at joint 7 and 3 lb uplift at joint 1.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qt y Ply i
A0029464.
7036 757 HALF HIP 1 1
Building Component Supply,Green Cove J62 Reference s A2 15 Wok I)
.FL Run:7.620 s 08:51'20
Apr 30 2015 Print 7.620 5 Apr 30 2015 Wok Industries,Inc. Mon May 25 2015 Page 1
12-1-2 ID:2ljojr0BnOLP6dvHge0718zGwiq-MgC5bi4a UjG4bx4gfj66CaUSresDeaua35dTzD0or
8-3-10 I I 12-6-15 18-10-4 19
6-3-10 835 6-3-5 )-116x1
6.00 12 4x5--7- 14 o I, Scale=1:52.9
/
15
3x4
4
1
3x4 3 \
sr
2x4 O O
2
14
cJ 1
„
1411111 \ I
—
10 169 USP-JUS24 8211N-156#
8 7
038(D_t#) 3 x 4= 3 x 4= 4x5 I I
8g8Id i/743)
3x4
12-1-2 12-1-2
9-9.3 18-10-4 19-9-8
9-9-3 9-1-1 0-11-4
Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[6:Edge,0-3-8],[7:0-2-8,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.34 8-10 >686 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.80 8-10 >296 180
BCLL 0.0 • Rep Stress lncr YES WB 0.42 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:122 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except
BOT CHORD 2x4 SP No.2 • end verticals.
WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
W5:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-6-7,4-8
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
WEDGE nails,6in o.c.,with 3in minimum end distance.
Left:2x4 SP No.3 Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=786/Mechanical,1=786/0-5-8 (min.0-1-8)
Max Horz 1=272(LC 12)
Max Uplift7=-156(LC 12),1=-17(LC 12)
Max Grav7=821(LC 17),1=786(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-14=-1212/51,2-14=-1143/65,2-3=-960/10,3-4=-831/35,4-15=-142/0,5-15=-54/10,5-6=-39/7,6-7=-352/3
BOT CHORD 1-10=-288/1051,10-16=-168/596,9-16=-168/596,9-17=-168/596,8-17=-168/596,7-8=-7/39
WEBS 2-10=-341/171,4-10=-37/585,4-8=-802/228,5-8=0/274
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 18-10-4,Exterior(2)18-10-4 to
19-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 156 lb uplift at joint 7 and 17 lb uplift at joint
1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)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 Oiy Ply Aoo29465
7036 T58 GABLE OOMMAON 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 May 25 08.51:20 2015 Page 1
12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-MgC5hi4q_KUjG4bx4gfj66CkyS3Wslzaua35dTzD0or
16-11-12 19-11-0
I 16-11-12 2-11-4
4x5 Scale=1:49.7
14 15 16
13 MI 130 0
12 C - -
11 33
10
9
8 1
`a 3x4% 7
6.00 pi 5 6 aTg ST'0 ST'1 2 '2
•
4 03 -TB
3 .
2ST32 ■ IVI
....
1-
-
3x4= 31 30 29 28 27 26 25 24 2322 21 20 19 18 17
3x4
12-1-2
0-3-15 19-11-0
0-3-15 19-7-1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 17 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:168 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 WEBS T-Brace: 2x4 SP No.3-16-17,14-19,15-18
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
{ Installation guide.
REACTIONS. (lb/size) 17=44/19-7-1 (min.0-1-13),1=77/19-7-1 (min.0-1-13),19=92/19-7-1 (min.0-1-13),31=189/19-7-1 (min.0-1-13)
30=75/19-7-1 (min.0-1-13),29=114/19-7-1 (min.0-1-13),28=105/19-7-1 (min.0-1-13),27=107/19-7-1 (min.
0-1-13),26=107/19-7-1 (min.0-1-13),25=107/19-7-1 (min.0-1-13),24=107/19-7-1 (min.0-1-13),22=107/19-7-1
(min.0-1-13),21=108/19-7-1 (min.0-1-13),20=95/19-7-1 (min.0-1-13),18=122/19-7-1 (min.0-1-13)
Max Horz 1=241(LC 12)
Max Uplift17=-11(LC 9),19=-16(LC 9),31=-39(LC 12),30=-16(LC 12),29=-22(LC 12),28=-21(LC 12),27=-21(LC 12),
26=-21(LC 12),25=-21(LC 12),24=-21(LC 12),22=-22(LC 12),21=-22(LC 12),20=-17(LC 12),18=-26(LC 9)
Max Gray 17=44(LC 1),1=106(LC 12),19=92(LC 1),31=189(LC 1),30=75(LC 1),29=114(LC 1),28=105(LC 1),27=107(LC
1),26=107(LC 1),25=107(LC 1),24=107(LC 1),22=107(LC 1),21=108(LC 1),20=95(LC 1),18=122(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 14-15=-0/0,15-16=-0/0,16-17=-34/17,1-2=-419/142,2-32=-365/103,3-32=-359/113,3-4=-339/108,4-5=-306/85,
5-6=-300/96,6-7=-274/85,7-8=-242/74,8-9=-210/63,9-10=-179/52,10-11=-148/41,11-33=-113/24,12-33=-110/30,
12-13=-64/18,13-14=-19/11
BOT CHORD 1-31=-1/1,30-31=-1/1,29-30=-111,28-29=-1/1,27-28=-1/1,26-27=-1/1,25-26=-1/1,24-25=-1/1,23-24=-1/1,22-23=-1/1,
21-22=-1/1,20-21=-1/1,19-20=-1/1,18-19=-0/0,17-18=-0/0
WEBS 14-19=-69/56,2-31=-136/164,3-30=-60/44,4-29=-84/62,6-28=-79/57,7-27=-80/58,8-26=-80/58,9-25=-80/58,
10-24=-80/58,11-22=-80/64,12-21=-81/97,13-20=-70/86,15-18=-92/44
NOTES-
1)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-3-15 to 3-3-15,Exterior(2)3-3-15 to 16-11-12,Corner(3)16-11-12 to
19-9-4 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)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.
Continued on page 2
Job (Truss Truss Type Qty Ply
' A0029465
76ulrhn Component Supply.Green T58 GABLE COMMON 1 1
Job Reference(optional)
Bulding po een Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 302015 AhTek Industries,Inc. Mon May 25 08 51:20 2015 Page 2
I D:2ljojr0BnOLP6dvHge0718zGwiq-MgC5hi4q_KUjG4bx4gfj66C kyS3 Wslzaua35dTZDOor
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 17,16 lb uplift at joint 19,39 lb uplift at joint 31,16 lb uplift at joint
30,22 lb uplift at joint 29,21 lb uplift at joint 28,21 lb uplift at joint 27,21 lb uplift at joint 26,21 lb uplift at joint 25,21 lb uplift at joint 24,22 lb uplift at joint 22,22 lb uplift at joint
21,17 lb uplift at joint 20 and 26 lb uplift at joint 18.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job Truss -Truss Type Oty Ply
7036 T59 Hip Girder 1 1
_Job Reference(optional)
Buidnp Component Supply,Green Cove Syringe FL A0029466
Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Mon May 25 08:51:21 2015 Page 1
12-1-2 ID:2ljojrOBnOLP6dvHge0718zGwiq-gtrnTv15SlecauEABeYAyfJIrAsGCbIKj7Eeyz�)0oq
3-9-8 6-3-12 9-0-4 11-6-10 15-4-0
3-9.6 I 2.6.6 2-8-8 2-6-6 3-9-6
Scale=1:26.1
3.77 12 NAILED
4x5=
NAI :D NAILED 4x5= NAILED
NAILED NAIL D 1, 4 tl8
I 4x5 1 1'0x01 t3 !�r� l 5 x5 NAILED
8.00 12
`ilr `�J
va t 4 2
.2 6
1
I is ,Th'11111°1°Age, I
I'd" 1■ III I I I I 3 timin 1°
----- 19 20 8 21 22
93x4 7 =;
NAILED NAILED NAILED 3x4 — NAILED NAILED 3x4=
3x8 I NAILED NAILED 3x8 I'
0-5-8(0-1-8) 0-5-8(0-1-8)
12-1-2 12-1-2
797#1-128# 797#/-128#
3-9-6 I 7-8-0 11-6x10___- I 15-4-0
3-9-6 3-10-10 - -_-_ 3-10-10 3-9-6
Plate Offsets(X, )-- [1:0-3-8,Edge],[6:0-3-8,Edgej
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 0.28 Vert(LL) -0.04 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.10 8-9 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:75 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 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=797/0-5-8 (min.0-1-8),6=797/0-5-8 (min.0-1-8)
Max Horz 1=-40(LC 6)
Max Uplift 1=-128(LC 8),6=-128(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1304/228,2-16=-1198/243,3-16=-1156/238,3-17=-1280/225,4-17=-1280/225,4-18=-1156/238,5-18=-1198/243,
5-6=-1304/228
BOT CHORD 1-9=-163/1112,9-19=-179/1213,19-20=-179/1213,8-20=-179/1213,8-21=-170/1213,21-22=-170/1213,7-22=-170/1213,
6-7=-163/1112
WEBS 2-9=-23/177,3-9=-184/99,3-8=0/201,4-8=0/201,4-7=-184/99,5-7=-23/177
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 1 and 128 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)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Veil:1-2=-60,2-3=-60,3.4=-60,4-5=-60,5-6=-60,10-13=-20
Concentrated Loads(Ib)
Vert:2=100(B)3=-75(B)4=-75(B)5=100(B)9=17(B)8=-52(B)7=17(B)16=-55(B)17=-60(B)18=-55(B)19=-44(B)20=-61(B)
21=-61(B)22=-44(B)
Job Truss Truss Type IQty -Ply A0029467
7036 T60 Hip Girder 1 1 'Job Reference(optional/ t
Bulking Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Mon May 25 08:5121 2015 Page 11
I D:21jojr0BnOLP6dvHge0718zGwiq-gtmTv 15Slecau EABeYAyfJlp?sDebeMj7Eoe9v2D0oq
ta1•z
7.10.1 12.1-22
7-8-0
393 7-2-1 7-515 &1.15 11-6-13 - - 1540
I 344 I 3114 4314 0-3-14 3414 3 a3 Scale=1:28.6
5x6-- 0.2.1
0-2-1
3 4 5x6--
T2
6.00 12
3x4 3x4 5
2
VUJ VIr3
1 MA ' IN , �\si4
_� - I B1 Ill ■ r' _X ,
17 10 18 19 9 8 20 7 21 USP-THD294#F135#
lirA THD26 3x8 II THD26 6x6— 6x6 THD26 3x8 THD26 6x6--
6x6 THD26 THD26
THD26
0.5-8(0-.781)D26
291$2#Rkt 7-8-0 12-1-2
3.43 _7.2-1 7 5-15 8.1-15 116-13 15-40 {1 393 3414 - 63.14 0.575 --- --- 3414 -39.3
0-2-1 ------ - -----
Plate Offsets(X,Y)-- [1:0-0-0,0-2-1],[3:0-3-0,0-2-7],[4:0-3-0,0-2-7],[6:0-0-0,0-2-1],[7:0-3-12,0-1-8] [8:0-3-0,0-3-12],[9 0-3-0,0-3-12],[10:0-3-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.09 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.21 9-10 >873 180
BCLL 0.0 * Rep Stress Incr NO WB 0.52 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:88 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins.
T2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP No.1 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=2962/0-5-8 (min.0-3-8),6=2894/Mechanical
Max Horz 1=59(LC 24)
Max Uplift6=-135(LC 8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-4369/201,2-3=-3397/196,4-5=-3395/197,5-6=-4441/223,3-4=-2958/190
BOT CHORD 1-17=-143/3855,10-17=-143/3855,10-18=-143/3855,18-19=-143/3855,9-19=-143/3855,8-9=-87/2958,8-20=-164/3924,
7-20=-164/3924,7-21=-164/3924,21-22=-164/3924,6-22=-164/3924
WEBS 2-10=0/834,2-9=-1043/64,5-8=-1126/90,5-7=-11/903,3-9=-45/1372,4-8=-46/1349
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;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
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 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.
9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-7-4 from the left
end to 14-3-4 to connect truss(es)T51 (1 ply 2x4 SP),T50(1 ply 2x4 SP)to front face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,4-6=-60,11-14=-20,3-4=-60
Concentrated Loads(Ib)
Vert:8=-584(F)13=-540(F)17=-584(F)18=-584(F)19=-584(F)20=-584(F)21=-584(F)22=-584(F)
A0029468.
Job Truss •Truss Type Qty -Ply
7036 T61 Hip Girder 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Weir Industries,Inc.Mon May 25 06:51:22 2015 Pagge 1
ID:2ljojrOBnOLP6dvHge0718zG wig-13Ks6N54VlykRWOkKCFlBBWIwmGW K?sttrgy6y1MzD0op
12-1-2
6-0-0 10-9-0 13-1-8 15-6-0 20-3-0 - 24.5-0 __
•6-0-0 4-9-0 2-4-8 2-4-8 4-9-0 4-2-0 '
Scale=1:40.4
NAILED NAILED NAILED NAILED
4x5 - 4x5=
NAILED i 3x4-- NAILED NAILED 3x4=I NAILED
6.00 12 • 3 . 19 a 4 1F____
NAILS+ )h Ill 1Ilr�ITll�illl�tlJI 1I nIii
MAILED
iii 15 �Ar
��T1'Ih�li:° L_ III �� I I Ilia-��a' III •
a 24 25 11 26 27 2810 9 29 30 31 8 32 i
5x8 NAILED NAILED 3x4 NAILED NAILED 3x12 M18SHS NAILED NAILED 4x10 NAILED 3x5
NAILED 3x4 NAILED
0-3-8(0-2-0) NAILED NAILED 0-7-0(0-1-15)
1713#!-748# 1657#/-721#
12-1-2 12-1-2
6-0-0 13.1-8 20-3-0 24-5-0
6-0-0 I 7-1-8 7-1-8 4-2-0
Plate Offsets(X,Y)-- [1:0-2-12,0-0-7],[6:0-2-12,0-1-8],[7:0-2-12,0-1-8],[8:0-3-0,0-2-0]
-
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.26 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 9-11 >640 180 M18SHS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(TL) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 I (Matrix-M) Weight:120 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins,
BOT CHORD 2x4 SP No.1 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
_Installation guide.
REACTIONS. (lb/size) 7=1657/0-7-0 (min.0-1-15),1=1713/0-3-8 (min.0-2-0)
Max Horz 1=43(LC 24)
Max Uplift7=-721(LC 8),1=-748(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-2882/1253,2-15=-2790/1259,2-16=-2536/1168,16-17=-2536/1168,3-17=-2536/1168,3-18=-3372/1531,
18-19=-3372/1531,19-20=-3372/1531,4-20=-3372/1531,4-21=-1924/890,21-22=-1924/890,5-22=-1924/890,
5-23=-2123/958,6-23=-2178/952,6-7=-1642/714
BOT CHORD 1-24=-1093/2499,24-25=-1093/2499,11-25=-1093/2499,11-26=-1453/3342,26-27=-1453/3342,27-28=-1453/3342,
10-28=-1453/3342,9-10=-1453/3342,9-29=-1364/3132,29-30=-1364/3132,30-31=-1364/3132,8-31=-1364/3132,
8-32=-24/50,7-32=-24/50
WEBS 2-11=-393/864,3-9=-66/218,4-9=-208/480,5-8=-267/580,6-8=-838/1936,3-11=-1051/441,4-8=-1510/660
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 721 lb uplift at joint 7 and 748 lb uplift at joint
1.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)"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(plt)
Veil:1-2=-60,2-5=-60,5-6=-60,7-12=-20
Continued on page 2
1w-5--- 1
7036 761 Hip Girder 1 y 1 Job Reference(optional) � A te.
Truss Truss Type Qty PI
Bukfng Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Mon May 25 08.51:22 2015 Page 2
ID:21jojrOBnOLP6dvHge0718zGwq-13Ks6N54WykRWOkKCFiBBWIwmGW K?stMuYBhMzDOop
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:2=-97(F)5=-97(F)11=-60(F)8=-60(F)15=3(F)16=-97(F)17=-97(F)18=-97(F)20=-97(F)21=-97(F)22=-97(F)23=3(F)24=-190(F)25=8(F)26=-60(F)27=-60(F)
28=-60(F)29=-60(F)30=-60(F)31=-60(F)32=8(F)
I
I Job 1TrUSS Truss Type 'Qty Ply
'- A0029469
'7036 162 GABLE 1 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 MiTek Industries,Ina Mon May 25 08:51:23 2015 Page 1
12-1-2 ID:2ljojr0BnOLP6dvHge0718zGwiq-mFuEJj6iHFsH7YJVNzDQkkg3ffxq 99aYHIDozDOoo
8-0.0 10-19 13-1_8 17-4-6 3
180__— 22-7-8
' 8-0-0 0-10-10 4-2-14 4-2-14 0-10-10 4-4-8
Scale=1:42.2
3x4
5
iiiiiip
5x8= 4x5= • •C 4x5=4x10=
ill2 r 3
6.0012
6
Mg 28
3x4
e
25 �� 1
II
lil 4
W Irv'
1
C� B1 CO -Y -
13 12 11 10 9
4x5= 3x4= 3x8= 3x4 -_
0.3404440 0-5-$ 1478)
899#/-115#) 8-0-0 _ 13-1-8 i 183-0 I 22-7-8 8991I928#
8-0-0 5-1-8 5-1-8 4-4-8
Plate_Offsets(X,Y)—_[1:0-3-5,Edge],[1:0-0-0,0-1-11],[2.0-5-8,0-2-4],[3:0-4-7,0-2-4],[5:0-2-0,Edge] [6:0-0-13,0-2-4],_[7:0-7-0,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/def L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 13-24 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.26 13-24 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 9 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:136 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 JOINTS 1 Brace at Jt(s):4
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=899/0-3-8 (min.0-1-8),9=899/0-5-8 (min.0-1-8)
Max Horz1=88(LC 11)
Max Uplift 1=-115(LC 12),9=-128(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-25=-1376/285,2-25=-1275/308,2-3=-1038/275,34=460/165,4-6=-760/165,6-7=-1038/282,7-26=-798/233,
8-26=-900/222,8-9=-861/235,5-6=-349/178,3-5=-363/179
BOT CHORD 1-13=-245/1139,12-13=-243/1145,11-12=-243/1145,10-11=-153/750,9-10=-11/28
WEBS 2-13=0/286,2-11=-222/59,4-11=-79/50,7-11=-59/398,7-10=-261/125,8-10=-166/819
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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-1-8,Exterior(2)8-0-0 to 17-3-15,
Interior(1)18-3-0 to 22-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 1 and 128 lb uplift at joint
9.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
11)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