1696 ATLANTIC BEACH DR - TRUSSES ��1t�� Building Component Supply, Inc.
BCS OFFICE COPY 4627 J.P. Hall Blvd. Suite 208
Green Cove Springs, FL 32043
ES60Nu P.714P3NENT SJPPU.IAA. Tel: (904) 297-9390
Re : 7327 Date: 06/16/15
Site Information: Project Customer: Toll Brothers Model Name :The Franklin
Lot/Block: 082 Subdivision :Atlantic Beach
Elevation :Coastal
Name Address and License # of Structural Engineer of Record, If there is one, for this building.
Name: Lou Pontigo&Assoc. - Lou Pontigo P.E. License#: 53311
Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show
Special Loading Conditions):
Design Code: FBC2014/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf
Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph
This package includes 46 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# 1 No Date 7 Truss ID# Seal#
1 06/16/15 CJO1 A0033428 23 06/16/15 FT01 A0033450 45 06/16/15 VO1 A0033472
2 06/16/15 CJO2 A0033429 24 06/16/15 FTGO1 A0033451 46 06/16/15 V02 A0033473
3 06/16/15 EJ03 A0033430 25 06/16/15 FTGO2 A0033452
4 06/16/15 EJ04 A0033431 26 06/16/15 HJO3 A0033453
5 06/16/15 EJ05 A0033432 27 06/16/15 TO1 A0033454
6 06/16/15 F01 A0033433 28 06/16/15 102 A0033455
7 06/16/15 F02 A0033434 29 06/16/15 103 A0033456
8 06/16/15 F03 A0033435 30 06/16/15 104 A0033457 1
9 06/16/15 F04 A0033436 31 06/16/15 105 A0033458
10 06/16/15 F05 A0033437 32 06/16/15 106 A0033459
11 06/16/15 F06 A0033438 33 06/16/15 107 A0033460
12 06/16/15 F07 A0033439 34 06/16/15 TO8 A0033461
13 06/16/15 F08 A0033440 35 06/16/15 109 A0033462
14 06/16/15 F09 A0033441 36 06/16/15 T10 A0033463
15 06/16/15 F10 A0033442 37 06/16/15 111 A0033464
16 06/16/15 FG01 A0033443 38 06/16/15 112 A0033465
17 06/16/15 FG02 A0033444 39 06/16/15 T13 A0033466
18 06/16/15 FG03 A0033445 40 06/16/15 114 A0033467
19 06/16/15 FGE01 A0033446 41 06/16/15 T15 A0033468
20 06/16/15 FGE02 A0033447 42 06/16/15 T16 A0033469
21 06/16/15 FGE03 A0033448 43 06/16/15 T17 A0033470
22 06/16/15 FGE04 A0033449 44 06/16/15 T18 A0033471
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 t t I l I I Digitally signed by Julius
professional engineering responsibility solely for the truss \\\\`�v9 sic. ,i,%
components shown.The suitability and use of this component ; J\.,..•'•'''•••-.L , Lee
. ocENgF .`'�
for any particular building is the responsiblity of the building _*:. } '•. *% DIN c=U S, st=Florida,
desinger, per ANSI/TPI-1 Section 2. _ Na 34869
Ce= I=Boynton Beach, o=Julius
�0 STATE OF ,,'�� Lee, cn=Julius Lee,•5, ''..flORIOt'.•' C3`'
/,S'1pNALE?,.`‘ email=leeengr @aol.com
1109!COASTAL BAY Date: 2015.06.16 15:53:03
BOYNTON BEACH,FL 33435
-04'00'
Page 1 of 1
Job Truss Truss Type ∎Qty Ply
,7327 F01 Floor 10 1
Building Component Supply,Green Cove S Job Reference 2015 Mire l)
Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Tue Jun 1614:45:164615 Pagel...
I D:OS7VY55ZG2cyehl mUFH n6Hz7_WL-pr87vVaXozmCrpOu HkGHye7gcr'?y8w7SOS8oml-z5hZ1
0-1-8
H i 1-3 I i 2-1-8 0-3-0
Scale=123.2
4x6= 4x6=
1.5x3= 1.5x3 II 3x6=
1 2 3 4 5 6 7
T1
1 II
16 In 0 1•7,_
il 'A/Akik ../ \- 1 kl
tiM 14 13 12 11 10 9 8'/
4x6= 1.5x3 II 4x6= 3x6=
0-5-0(0-1-8) 0-3-8(0-1-8)
760#/0# 754#/0#
10-1-2 10-1-2
5-4-8 6-5-4 7-6-0 14-3-0
5-4-8 1-0-12 1-0-12 6-9-0
Plate Offsets(X,Y)— [1:Edge,0-1-81,[3:0-1-8,Edge),[7:0-1-8,Edge),[11:0-1-8,Edge]
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 0.83 Vert(LL) -0.17 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.24 10-11 >698 240
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.03 8 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:75 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=760/0-5-0 (min.0-1-8),8=754/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 15-16=-757/0,1-16=-756/0,8-17=-746/0,7-17=-663/0,1-2=-747/0,2-3=-1755/0,3-4=-2159/0,4-5=-2159/0,5-6=-1777/0,6-7=-776/0
BOT CHORD 14-15=0/39,13-14=0/1392,12-13=0/2159,11-12=0/2159,10-11=0/2076,9-10=0/1428,8-9=0/77
WEBS 1-14=0/962,2-14=-898/0,2-13=0/511,3-13=-643/0,3-12=-51/187,7-9=0/950,6-9=-907/0,6-10=0/485,5-10=-416/0,5-11=-96/384,4-11=-189/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job Truss Truss Type Qty ,Ply — ,
7327 F02 Floor 10 I
I 1
■I 1 ,Job Reference(optional)
Buiding Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jun 1614:45:162015 Pagel....
I D:0S7VY55ZG2cyeh ImU FHn6Hz7_wL-pr6?vVaXozmCrpOuH kGHye7wZr208x9SOS8omLz5hZ1
0-3-0
i 1-3-0 I I—I I 1-4-0 I 0-1-8
Scale=1:18.5
4x6 II 3x6= 1.5x3 II 1.5x3=
1 2 3 4 5 6 7
T2
„ , 16
• NM . i
• M4 \11116.WM NM
15 14 13 12 11 10 9 i1
1.5x3 I! 1.5x3 I, 1.5x3 II 3x6=
0-3-0(0-1-8) 0-3-8(0-1-8)
592#/0# - 586#/O#
11-2-2 10-1-2
0-3-0 1-9-0 3-0-0 4-3-0 44-8 5-0-8 5-8-85-8-12 7-1-0 11-2-8
0-3-0 1-6-0 1-3-0 I
1-3-0 131-8 0430 0-8-0 0-6-4 1-4-4 4-1-8
Plate Offsets(X,Y)– 1:0-3-0 Ed a 3:0-1-8 Ed a 4:0-1-8 Ed a :0-1-8 Ed a [14:0-1-8,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 0.39 Vert(LL) -0.06 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.09 10-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 8 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:63 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) 8=586/0-3-8 (min.0-1-8),1=592/0-3-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=0/7,8-16=-581/0,7-16=-580/0,1-2=-633/0,2-3=-956/0,3-4=-1294/0,4-5=-1233/0,5-6=-1233/0,6-7=-545/0
BOT CHORD 14-15=0/0,13-14=0/632,12-13=0/1294,11-12=0/1294,10-11=0/1294,9-10=0/1016,8-9=0/30
WEBS 2-14=-505/0,1-14=0/822,2-13=0/440,3-13=-472/0,3-12=-42/140,7-9=0/701,6-9=-655/0,6-10=0/295,5-10=-133/10,4-10=-263/84,4-11=-108/64
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.
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
6)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
.. russ russ ype • -y
i7327 F03 Floor 5 1
Job Reference(optional) J
Buildup Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industnes.Inc. Tue Jun 16 14:45:172015 Page f
ID:OS7W55ZG2cyehlmUFHn6Hz7_WL-H 1 gN7ga9ZGu3Tzb4rSrIVWrgOzFNStLXcd6ILloz5hZ0
0-1-8
y,
1-3-0 2-2-8
Scale=1:30.2
4x6=
1.5x3= 1.5x3 II 3x6= 3x6= 3x6 FP= 1.5x3 II 4x6=
1 2 3 4 T1 5 6 7 8 9 T� 10 11
cijOM ./.••• • ens ea ens
23 log
21 20 19 18 17 16 15 14 13 -TJ 4:
4x6= 3x6 FP= 3x6= 3x6= 4x6= ���^^
0-5-0(0-1-8)
995#/0#
10-1-2 10-1-2
10-5-8
8-1-8 9-2-12 10-4-0 18-5-8
8-1-8 I 1.1.40.0.121-0-8 01-8 8.0.0
Plate Offsets(X,Y)- [1:Edge,0-1-8],[2:0-1-8,Edge],[10:0-1-8,Edge],[14:0-2-0,Edge],[19:0-2-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.26 17-18 >853 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.39 17-18 >560 240
BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(TL) 0.07 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:100 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins,
BOT CHORD 2x4 SP No.2(flat)'Except* except end verticals.
B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 22=995/0-5-0 (min.0-1-8),12=1002/Mechanical
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 22-23=-990/0,1-23=-989/0,11-12=-995/0,1-2=-1011/0,2-3=-2547/0,3-4=-2547/0,4-5=-3425/0,5-6=-3739/0,6-7=-3425/0,
7-8=-3425/0,8-9=-2547/0,9-10=-2547/0,10-11=-1009/0
BOT CHORD 21-22=0/51,20-21=0/1903,19-20=0/1903,18-19=0/3121,17-18=0/3739,16-17=0/3739,15-16=0/3739,14-15=0/3121,
13-14=0/1906,12-13=0/0
WEBS 1-21=0/1305,2-21=-1241/0,2-19=0/875,3-19=-40/0,4-19=-780/0,4-18=0/511,5-18=-679/0,5-17=-176/215,
11-13=0/1344,10-13=-1247/0,10-14=0/871,9-14=-39/0,8-14=-781/0,8-15=0/511,6-15=-679/0,6-16=-176/215
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 russ Truss Type Oty Ply 1
7327 F04 Floor 3 1
!Job Reference(optional)
Buidnp Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 IYYTek Industnes.Inc.Tue Jun 1614:45:1722915 Pege 1 r.-
ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-H 1 gN7ga9ZGu3Tzb4rSnW Vrg?zFMFtKIcd64Lloz5hZ0
0-1-8
H I 1-3-0 2-2-8 0-1-8
Scale 1:30.6
4x6= 6x8=
1.5x3= 1.5x3 I I 3x6= 3x6= 3x6 FP= 1.5x3 I 3x6=
1 2 3 4 T1 5 6 7 8 9 T9 10 11 till' 2419
Iii - ,� _ ALM,
' 21 20 19 18 17 16 15 14 13 M
4x6= 3x6 FP= 3x6=
3x6-- 4x8_ 3x6=
0-5-0(0-1-8) 0-3-8(0-1-8)
1009#/0# 1009#!00
10-1-2
10.58 10-1-2
8-1-8 . 9-2-129-3-810-4-0 18-8-8
8.1-8 1.1.40-W21-0-8 01.8 8-3-0 I
Plate Offsets(X,Y)- [1:Edge,0-1-8],[2:0-1-8,Edge],[10:0-1-12,Edge],[11:0-3-8,Edge],[19:0-2-12,Edge],[24:0-1-8,0-0-1]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.27 15-16 >807 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.42 15-16 >527 240
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.07 12 n/a n/a
BCDL 5.0 Code FBC2014ITPI2007 (Matrix) Weight:104 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 SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 22=1009/0-5-0 (min.0-1-8),12=1009/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 22-23=-1004/0,1-23=-1003/0,12-24=-999/0,11-24=-952/0,1-2=-1027/0,2-3=-2593/0,3-4=-2593/0,4-5=-3499/0,
5-6=-3842/0,6-7=-3558/0,7-8=-3558/0,8-9=-2706/0,9-10=-2706/0,10-11=-1197/0
BOT CHORD 21-22=0/52,20-21=0/1933,19-20=0/1933,18-19=0/3178,17-18=0/3842,16-17=0/3842,15-16=0/3842,14-15=0/3271,
13-14=0/2091,12-13=0/52
WEBS 1-21=0/1325,2-21=-1261/0,2-19=0/897,3-19=-43/0,4-19=-796/0,4-18=0/531,5-18=-713/0,5-17=-167/230,
11-13=0/1448,10-13=-1243/0,10-14=0/836,9-14=-36/3,8-14=-768/0,8-15=0/499,6-15=-659/20,6-16=-192/206
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
7327 F05 Floor 1 1
Job Reference(optional) i
Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Tue Jun 1614:45:112015 Paeggee 1--.
ID:0S7W55ZG2cyehlmUFHn6Hz7_WL-H1 gN7ga9ZGu3Tzb4rSnWVrg4KFOTtQvcd6tLku5hZ0
0-1-8
1-H i 1-3-0 0-7-1-8 1-2-9 -H-
Scale=1:13.5
1.5x3 II 1.5x3 I
1 2 3 3x6= 4 5 6
Ti
J
1s 1s
7 1.: = , T•' ' 1.5x3= Q
1. x3
14
D1 T
12 11 10 9 8
1.5x3 II �'
1.5x3 H
1 $(0-1-8) 0-3-8(%%
1-10-8 4-7-8 . 5-2-12 5-10-1 7-5-9
391I 1-10-8 1 2-9-0 • 0-7-4 0-7-4 1-7-8 MEW
Plate Offsets(X,Y)- [4:0-1-8,Edge],[6:0-1-8,Edge],[8:0-1-8,Edge],[12:0-1-8,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) -0.05 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.08 9-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.00 7 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:45 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.
i
REACTIONS. (lb/size) 13=393/0-3-8 (min.0-1-8),7=387/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 13-14=412/0,14-15=-412/0,1-15=-412/0,7-16=-428/0,6-16=-427/0,1-2=-428/0,2-3=-428/0,3-4=-543/0,4-5=-489/0,5-6=-489/0
BOT CHORD 12-13=0/0,11-12=0/428,10-11=0/428,9-10=0/489,8-9=0/489,7-8=0/22
WEBS 3-11=-348/0,1-12=0/569,2-12=-74/6,3-10=0/179,4-10=0/105,4-9=-195/0,6-8=0/621,5-8=-240/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
7327 I F06 Floor 1 1
!Job Reference(optional)
Bulging Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Tue Jun 1614:45:184015 P 1;
ID:OS7 VY552G2cyehl mUF Hn6 Hz7_WL-IDE IKAbnKa0v57AGP91123CHVfohcvmisldu rEzShZ?
0-1-8
I--1 I 1-3-0 1010 1-3-1 0-1-8
Scale=1:13.5
1.5x3 I 1.5x3 I
1 2 3 3x6= 4 5 6
T1 I
15 ', 16
_
a 1.5 = ME 1.5x3= c,
•y{II 1.5x3=
li 14 – —
D1
13 12 10 9 8 '■
1.5x3 1 I 1.5x3 I I 0'
10-1-2
0-3-8(0-1-8) 0-3-8((350$
1-8-8 110.0 4-7-0 I 5-2-8 5-10-1 7-5-9
1-8-8 ifiltirom 2-9-0 0-7-8 0-7-8 1-7-8 289//0#
Plate Offsets X – 4:0-1-8 Edhe 6:0-1-8 Ed.e 8:0-1-8,Ed.e, 12:0-1-8 Ed.e
LOADING(psf) SPACING- 2-0-0 CS!. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.02 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) -0.03 9-10 >999 240
BCLL 0.0 Rep Stress Inc( YES WB 0.19 Horz(TL) 0.00 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:45 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 6-0-0 oc bracing.
REACTIONS. (lb/size) 7=269/0-3-8 (min.0-1-8),11=511/0-3-8 (min.0-1-8)
Max Horz 7=-160(LC 4),11=160(LC 4)
Max Grav7=289(LC 4),11=511(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 13-14=-5/16,14-15=-5/16,1-15=-5/16,7-16=-305/0,6-16=-305/0,1-2=-4/91,2-3=-4/91,3-4=-204/28,4-5=-317/0,5-6=-317/0
BOT CHORD 12-13=0/0,11-12=-91/4,10-11=-192/0,9-10=0/157,8-9=0/157,7-8=-144/5
WEBS 3-11=-518/0,1-12=-122/6,2-12=-44/143,3-10=0/270,4-10=-198/0,4-9=-95/34,6-8=0/401,5-8=-179/0
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
Job Truss Truss Type Qty 'Ply
I
7327 F07 j Floor 2 1
• Job Reference(optional)
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Pont 7.620 s Apr 30 2015 MiTek Industries,Inc. Tue Jun 1614:45:181:U15 Page -
I D:OS7 W 55ZG2cyeh ImUFHn6Hz7_W L-ID EI KAbnKa0v57AGP91123CLEfrgcvjlsklurEzShZ?
I 1-30 I I 1-4-9 3x4=0-1-8
1 3x6= 2 1.5x3 II 3 1.5x3 . 4
Scale=1:9.0
— : •_ wig
III, 9
■■ 1.5x3=
11 M.11111W
USP-MSH422 = 3x4= '/3x4
8 7 6 M
2431#/0#
10-1-2x4 3x4—
0-3.8(0.341)2
1-7.8 I 2-3-12 3-0-1 I 4-7-9
1-7-8 0-8-4 0-8-4 1-7-8
Plate Offsets(X.Y)— J.4:0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge],[8:Edge,0-1-8] 235#/00
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.01 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.01 7 >999 240
BCLL 0.0 Rep Stress Ina YES WB 0.13 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:28 lb FT=20%F,11%E
LUMBER- BRACING-
TOP —
CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-7-9 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) 8=241/Mechanical,5=235/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-234/0,5-9=-229/0,4-9=-228/0,1-2=-209/0,2-3=-209/0,3-4=-209/0
BOT CHORD 7-8=-0/0,6-7=0/209,5-6=0/12
WEBS 1-7=0/274,2-7=-162/0,4-6=0/263,3-6=-157/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
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.
5)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
i Job Truss Truss Type Qty Ply
7327 F08 Floor 11 1 I
' Job Reference(optional)
Buiding Component Supply,Green Cove Springs,FL Run:7.6:1s Apr 30 2015 Print:7.620 s Apr 30 2015 liTek Industries.Inc. Tue Jim 1614:45:182815 Page 1'
ID:0S7VY55ZG2cyeh ImUFHn6Hz7_W L-IDEIKAbnKa0v57AGP91123CB9fOcoolsklurEz5hZ4
0-1-8
-I 1-3-0 1-10-0 0-1-8
I I
• Scale=1:31.2
4x6= 4x6=
1.5x3= 1.5x3 II 3x6 FP= 1.5x3=
1 2 /A 3 LT1 5 6 7 8 9 10 k,-.• r1 i la r 1 \\ rA •••‘ 4 UM i I/J
``- - 23
•
li
20 19 18 17 16 15 14 13 12
4x6= 3x6 FP= 1.5x3 II 4x6=
' 0-5-0(0-1-8) 0-3-8(0-1-8)
1016#/0# 1016#/0#
10-1-2 10-1-2
7-10-8 18-9-8 , 9-8-8 18-10-0
I 7-10-8 0-11-0'0-11-0' 9-1-8
Plate Offsets(X,Y)- [1:Edge,0-1-8],[2:0-1-8,Edgej,[4:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],[13:0-1-8,Edge],[15:0-1-8,Edge],[18:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.28 14-15 >787 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.45 14-15 >500 240
BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(TL) 0.07 11 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:97 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat)*Except* end verticals.
B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 21=1016/0-5-0 (min.0-1-8),11=1016/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 21-22=-1011/0,1-22=-1009/0,11-23=-1011/0,10-23=-1010/0,1-2=-1036/0,2-3=-2573/0,3-4=-3507/0,4-5=-3883/0,
5-6=-3883/0,6-7=-3514/0,7-8=-3514/0,8-9=-2571/0,9-10=-1036/0
BOT CHORD 20-21=0/52,19-20=0/1954,18-19=0/1954,17-18=0/3161,16-17=0/3883,15-16=0/3883,14-15=0/3816,13-14=0/3169,
12-13=0/1952,11-12=0/52
WEBS 1-20=0/1338,2-20=-1276/0,2-18=0/861,3-18=-818/0,3-17=0/554,4-17=-715/0,4-16=-120/231,10-12=0/1338,
9-12=-1273/0,9-13=0/862,8-13=-832/0,8-14=0/479,6-14=-425/0,6-15=-227/474,5-15=-201/20
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
,7327 F09 Floor 1 1
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 302015 Print 7.620 seApr30 2015 Welt Inc.Tue Jun 16 14:45:192015 Page 1`
ID:0S7VY55ZG2cyehlmUFHn6Hz7_1AL-DQo8XWCG5u8miHITysp_aGIM 216LHKv4PMSNgz5hZ_
0-1-8
f 1-3-0 I l 2-0-4 0-8-4 0-1-8
Scale=1:31.2
3x6=
1.5x3= 3x6 FP= 1.5x3=
'q 1 2 3 T1 4 5 6 7 8 9 10
24: N w/----I� I4IiIAJ! 25 O
s, 1_ ., t
ea 22 21 20 19 18 17 16 '� 14 13 12 A
3x6= 3x6 FP= 1.5x3 II 1.5x3 I 1.5x3 'I
0-5-0(0-1-8) 0-5-8(0-1-8) 0-3-0(0-1-8)
718#/0# 914#/0# 446#/0#
13-5-8
18
10-1-2
10-1-2 7-10.8 8-10-10 9-10-12 12-7-12 112-9-4 18-10-0
7-108 l 1-0-2 1-0-2 I 2-9-0 011.8 04.2 5-4-8 i
0-4-2
Plate Offsets(X,Y)- [4:0-1-8,Edge],[5:0-1-8,Edge],[8:0-1-8,Edge],[10:0-1-8,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 0.76 Vert(LL) -0.20 18-19 >757 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.30 18-19 >495 240
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.03 11 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:99 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat)'Except* end verticals.
B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 23=718/0-5-0 (min.0-1-8),11=400/0-3-0 (min.0-1-8),15=914/0-5-8 (min.0-1-8)
Max Grav23=718(LC 1),11=446(LC 7),15=914(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 23-24=-715/0,1-24=-714/0,11-25=-439/0,10-25=-438/0,1-2=-698/0,2-3=-1622/0,3-4=-1937/0,4-5=-1738/0,5-6=-1049/0,
6-7=-1049/0,7-8=-667/0,8-9=-748/0,9-10=-393/0
BOT CHORD 22-23=0/37,21-22=0/1300,20-21=0/1300,19-20=0/1937,18-19=0/1738,17-18=0/1738,16-17=0/1738,15-16=0/667,
14-15=0/667,13-14=0/667,12-13=0/733,11-12=0/23
WEBS 7-15=-664/0,1-22=0/898,2-22=-837/0,2-20=0/448,3-20=-438/0,3-19=-23/117,4-19=-20/303,4-18=-313/0,7-16=0/796,
5-16=-1076/0,5-17=0/376,10-12=0/503,9-12=-473/0,9-13=-153/53,8-13=-8/305,8-14=-254/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type I Qty Ply
7327 F10 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 30 2015 MiTek Industries,Inc. Tue Jun 16 14:45:2 15 P 1`
ID:OS7VY55ZG2cyehlmUFHn6Hz7_WLa 1cMVUsd2sBGdKRKtWaKD7UIbXSTA4n02J36?u6z5hYz
0-1-8
H 1-3-0 1-1-12 1-2-8 it 1-2-8 I 1-2-8� 1-2-8 I 1-2-8 1-2-8 I 1-2-8 0-4-112 1-8-8 i 0-1-8
Scale=1:30.6
3x6=
3x4= 3x6 FP= 3x4= 3x4=
11 2 3 4 5 Ti 6 7 8 9 10 11 12 13 T2 14 15
opecir N\wip\, L LI -I
I " -
.:......:
Job Truss Truss Type Qty Ply
7327 FG01 Floor Girder i I 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL R .7.620 s Apr 30 2015 Print 7.620$Apr 30 2015 MiTek Industries,Inc.Tue Jun 1614:45:2(14615 Page 1
ID:OS7VY55ZG2cyeh ImUFHn6Hz7_WL-hcMVNsd2sBGdKRKf WaKD7UIhhSX14ok2J367u6z5hYz
5x6= 1-3-0 3x6 I D-2-0 3x6 5x6=
1 9 $4 2 3 10 4
MS 22 MS 22 Scale=1:9.1
I1
I1
rf
9
i w1 wi - 1 W1 W1 Y
6I .
1 •::
USP-MSH422 USP-MSH422
3x4= 3x4=
8 7 6 5
311#/0# 319#/0#
3x4 i I 3x4
1x11-2 1.7.8 1-88 3-9-8 b0 10-1-2
1-7-8 0-1-0 1-7-8
0-1-0
Plate Offsets(X,Y)— [1:Edge,0-3-0],[3:0-3-0,Edge],[4:0-3-0,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge],(8:Edge,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(TL) -0.00 6 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:28 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-5-0 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) 8=311/Mechanical,5=319/Mechanical
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-304/0,4-5=-311/0,1-9=-265/0,2-9=-265/0,2-3=-265/0,3-10=-265/0,4-10=-265/0
BOT CHORD 7-8=-0/0,6-7=0/265,5-6=0/0
WEBS 1-7=0/339,2-7=-202/0,4-6=0/339,3-6=-203/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
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.
5)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-4-0 oc max.starting at 1-1-0 from the left
end to 2-5-0 to connect truss(es)F07(1 ply 2x4 SP)to front face of top chord.
6)Fill all nail holes where hanger is in contact with lumber.
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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:5-8=-10,1-4=-100
Concentrated Loads(lb)
Vert:9=-141(F)10=-141(F)
Job I Truss Truss Type Qty—Ply i
I
7327 'FG02 Floor Girder i 1 1
I Job Reference(optional)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.Tue Jun 1614:45:26.2015 Page Z
ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-hcMWsd2sBGdKRKf WaKD7UIcuSQ14k12J36?u6z5hYz
0-1-8
1-3-0 1-4-1 I 0-1-8 0-1-8
Scale=1:13.8
1.5x3= 1.5x3=
4 x 6 I I 3x6 II 3x6 I! MSH422 5 x 6= 3x6 :I 4x6 I I
1 2 3 15 4 5 6
i .__:
Ti
T1 I
BL' -412 1.5x3=
—X
7/D1 14
11- 12 11 10 9 8 3x4=
7N
3x4= 1.5x3 I I 3x4= 3x4 I I
3x4= 1.5x3 II
00.3'p1 8) 0.3-8(01)2
1-7-8 2-3-8 2-11-9 5-7-1 5-8-9 7-7-1
4I790/0# 1-7-8 0-8-0 I 0-8-0 2-7-8 0-1-8 1-10-8
Plate Offsets(X,Y)— [1:0-1-8,0-0-81,[4:0-3-0,Ed.e 5:0-3-0,0-0-0, 6:0-3-0 Ed•e 6:0-1-8 0-0-8 8:0-1-8 Edhe 12:0-1-8 Ed•e
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.04 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.07 10-11 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.01 7 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 (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 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, Except:
6-0-0 oc bracing:7-8.
REACTIONS. (lb/size) 13=479/0-3-8 (min.0-1-8),7=546/0-3-8 (min.0-1-8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-13=-504/0,7-14=-564/0,6-14=-565/0,1-2=-704/0,2-3=-705/0,3-15=-780/0,4-15=-780/0,4-5=-706/0,5-6=-705/0
BOT CHORD 12-13=-0/0,11-12=0/705,10-11=0/705,9-10=0/706,8-9=0/706,7-8=-31/0
WEBS 4-9=-316/0,1-12=0/895,2-12=-436/0,4-10=0/121,3-10=0/127,3-11=-122/0,6-8=0/936,5-8=-282/0
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)CAUTION,Do not erect truss backwards.
5)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-9-5 from the left end to connect truss(es)FG01
(1 ply 2x4 SP)to back face of top chord.
6)Fill all nail holes where hanger is in contact with lumber.
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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(p11)
Vert:7-13=-10,1-6=-100
Concentrated Loads(Ib)
Vert:15=-219(B)
Job Truss Truss Type Qty Ply
7327 FG03 Floor Girder 1 1 Job Reference(optional)
(option )
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 5 30 2015 MiTek Industries,Inc.Tue Jun 1614:45.21'p_015 P it
I D:0S7VY55ZG2cyeh lmU F Hn 6Hz7_WL-AowuyCegdVPUyavr4HrS lhgmbspVpDCBYjrYOZZShYy
0-1-8
1-3-0 I 1-4-1
Scale=1:11.3
1.5x3=
3x6 I 3x6 II 3x6 I MSH422 5x6=
1 2 3 10 I 4
_1
7
6 1
1 • — VVI
CL Y
BI
1.5x3 I: 3x4=
8
3x4=
3 x 4= 3 x 4 1 1
10-1-2 10-1-2
O- 8( 18) 1-7.8 23-8 2-11-9 5-10-1
0-
1-7.8 1 05 0 0-8-0 2-10-8 0.3-0-(0-118)
Plate Offsets(X,Y)— (1:0-1-8,0-0-8],[4:0-3-0,Edge],(8:0-1-8,Edgej
LOADING(pst) 343#/0#SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/deft Ud PLATES 48 IP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.02 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.03 6-7 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:41 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-1 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) 9=343/0-3-8 (min.0-1-8),5=483/0-3-8 (min.0-1-8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-9=-357/0,4-5=-483/0,1-2=-455/0,2-3=-455/0,3-10=-263/0,4-10=-263/0
BOT CHORD 8-9=-0/0,7-8=0/455,6-7=0/455,5-6=0/0
WEBS 1-8=0/578,2-8=-277/0,4-6=0/343,3-6=-254/0,3-7=-70/0
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)CAUTION,Do not erect truss backwards.
1 5)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-9-5 from the left end to connect truss(es)FG01
(1 ply 2x4 SP)to front face of top chord.
11 6)Fill all nail holes where hanger is in contact with lumber.
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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:5-9=-10,1-4=-100
Concentrated Loads(Ib)
Vert:10=-211(F)
•. russ runs ype . y '
7327 FGE01 ''GABLE 1 1
I Job Reference(optional)
Buidng Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jun 16 14:45:2f2015 Page 1'
I D:0S7 W 55ZG2cyehl mUFHn6Hz7_W L-AowuyCegdV PUyavr4HrSfhgsgsuOpHyBYrYQZzShYy
0.1-8 0-1-8
Scale=1:41.2
3x4= 3x6 FP=
1 2 3 4 5 6T1 7 8 9 10 11 12 13 14 15 16 T2 17 18 19 20 21
!BkTl ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 S(�f1 ST1 �T1 ST1 ST1 1 9
Y
B1 - ( 62:
:❖.••••❖•••••❖:••••❖.❖:❖:❖AAMi;Vin❖:❖:❖❖:❖.�:�•.:.. •.■40 Wt A❖:❖:p?,;■.1in W,i•:o❖.❖.❖.❖.❖:❖.❖:❖.❖:❖:❖:❖:❖:❖:❖'OP.••.•WA 41 14••tiV,M,W.
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
3x4= 3x4= 3x6 FP= 3x4=
10-1-2
1-6-12 ,2-10-12 14-2-12 5-6-12 .6-10-12 8-2-12 1 9-6-12 10-10-12 12-2-12 13-6-12.14-10-12 16-2-121 17-6-12 18-10-12120-2-12 21-6-12 22-10-12,24-2-12.25-2-8
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 T 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ' 1-4-0 ' 1-4-0 0.11-12
Plate Offsets(X,Y)- [41:0-1-8,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 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Inc- YES WB 0.04 Horz(TL) 0.00 22 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:112 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) 42=59/25-2-8 (min.0-1-8),22=28/25-2-8 (min.0-1-8),41=171/25-2-8 (min.0-1-8),40=141/25-2-8 (min.0-1-8),39=148/25-2-8 (min.0-1-8),
38=146/25-2-8 (min.0-1-8),37=147/25-2-8 (min.0-1-8),36=147/25-2-8 (min.0-1-8),34=147/25-2-8 (min.0-1-8),33=147/25-2-8 (min.0-1-8),
32=147/25-2-8 (min.0-1-8),31=147/25-2-8 (min.0-1-8),30=147/25-2-8 (min.0-1-8),29=147/25-2-8 (min.0-1-8),28=147/25-2-8 (min.0-1-8),
27=147/25-2-8 (min.0-1-8),26=147/25-2-8 (min.0-1-8),25=146/25-2-8 (min.0-1-8),24=151/25-2-8 (min.0-1-8),23=130/25-2-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 42-43=-53/0,1-43=-53/0,22-44=-25/0,21-44=-25/0,1-2=-1/0,2-3=-1/0,3-4=-1/0,4-5=-1/0,5-6=-1/0,6-7=-1/0,7-8=-1/0,
8-9=-1/0,9-10=-1/0,10-11=-1/0,11-12=-1/0,12-13=-1/0,13-14=-1/0,14-15=-1/0,15-16=-1/0,16-17=-1/0.17-18=-1/0,
18-19=-1/0,19-20=-1/0,20-21=-1/0
BOT CHORD 41-42=0/3,40-41=0/1,39-40=0/1,38-39=0/1,37-38=0/1,36-37=0/1,35-36=0/1,34-35=0/1,33-34=0/1,32-33=0/1,
31-32=0/1,30-31=0/1,29-30=0/1,28-29=0/1,27-28=0/1,26-27=0/1,25-26=0/1,24-25=0/1,23-24=0/1,22-23=0/1
WEBS 2-41=-154/0,3-40=-128/0,4-39=-135/0,5-38=-133/0,6-37=-133/0,7-36=-133/0,8-34=-133/0,9-33=-133/0,10-32=-133/0,
11-31=-133/0,13-30=-133/0,14-29=-133/0,15-28=-133/0,16-27=-133/0,17-26=-134/0,18-25=-132/0,19-24=-137/0,
20-23=-118/0,1-41=-2/0
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 srongbacks,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
1 Job Truss Truss Type Qty Ply
7327 'FGE02 GABLE 1 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Tue Jun 16 14:45:2152615 Paget'
I D:?d 111tjusBasg9cPS?h Lwz62CC-AowuyCegdVPUyavr4HrSfhq sq suOpHyBYjrYQZz5hYy
0-48 0-1-8
Scale=1:29.9
3x4= 3x6 FP=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
r
I r I 18 34
i eTt w2 ST1 SS T1 ST1 ST1 811 1 8T, ]1 811 , ST, ST, 1 'ti q
\ ' � '
•...4C4X.XLL. .L•....•:..:4......::•::::::::.�■::::.e:4:•X• •4 OO:4 4 J4 00•'"`:4'•4 X00"•J:1• •X...<": :4 1J:4:•••':4X4X.::S
32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
3x4= 3x4= 3x6 FP= 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 12-2-12 13--12 14-10-12 16-2-12 , 17-6-12 18-5-0
1-6-12 1-4-0 1 1-4-0 l 1-4-0 1-4.0 i 14-0 I 1-4 0 1 14-0 I 1-4-0 1 1-4-0 I 1-4-0 1 1-4-0 1-4-0 1 0.10-4 1
Plate Offsets(X,}- [31:0-1-8,Edgel
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 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:84 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) 32=59/18-5-0 (min.0-1-8),17=19/18-5-0 (min.0-1-8),31=171/18-5-0 (min.0-1-8),29=141/18-5-0 (min.0-1-8),28=148/18-5-0 (min.0-1-8),
27=146/18-5-0 (min.0-1-8),26=147/18-5-0 (min.0-1-8),25=147/18-5-0 (min.0-1-8),24=147/18-5-0 (min.0-1-8),23=147/18-5-0 (min.0-1-8),
22=147/18-5-0 (min.0-1-8),21=147/18-5-0 (min.0-1-8),20=145/18-5-0 (min.0-1-8),19=151/18-5-0 (min.0-1-8),18=125/18-5-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 32-33=-53/0,1-33=-53/0,17-34=-17/0,16-34=-17/0,1-2=-1/0,2-3=-1/0,3-4=1/0,4-5=-1/0,5-6=-1/0,6-7=-1/0,7-8=-1/0,
8-9=-1/0,9-10=-1/0,10-11=-1/0,11-12=-1/0,12-13=-1/0,13-14=-1/0,14-15=-1/0,15-16=-1/0
BOT CHORD 31-32=0/3,30-31=0/1,29-30=0/1,28-29=0/1,27-28=0/1,26-27=0/1,25-26=0/1,24-25=0/1,23-24=0/1,22-23=0/1,
21-22=0/1,20-21=0/1,19-20=0/1,18-19=0/1,17-18=0/1
WEBS 2-31=-154/0,3-29=-128/0,4-28=-135/0,5-27=-133/0,6-26=-133/0,7-25=-133/0,8-24=-133/0,9-23=-133/0,10-22=-133/0,
11-21=-134/0,13-20=-132/0,14-19=-138/0,15-18=-113/0,1-31=-2/0
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(Le.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
r------
,Job Truss Truss Type Qty Ply
{ 7327 FGE03 GABLE 1 1
Job Reference(optional)
Buid"ng Component Sup*,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc Tue Jun 1614:4521045 Page•,
I D:OS7VY55ZG2cyeh ImUFHn6Hz7_WL-AowuyCegdVPUyavr4HrSfhgsnsurpH?BYjrYQZz5hYy
0.1.8
r
Scale=1:18.2
3x4 I I
1 2 3 4 5 6 7 8 : 10
— 1 — —
g7y -T1 ST ST ST1
BL1 _ 1 4
...........i......i..i.........ii..i....i.i..i....i.i i.....i...i.......i.ii i.i....ii.i.......i.i.i...................
19 18 17 16 15 14 13 12 11
3x4= 3x6=
10-1-2
1-6.12 2-10-12 4-2-12 5.6.12 6-10-12 I 8-2-12 I 9-6-12 10-10-12 11-3-0
1-6-12 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1.4.0 '44-4
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 0.03 Horz(TL) 0.00 11 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:52 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) 19=74/11-3-0 (min.0-1-8),11=90/11-3-0 (min.0-1-8),18=152/11-3-0 (min.0-1-8),17=145/11-3-0 (min.0-1-8),16=147/11-3-0 (min.0-1-8),
15=146/11-3-0 (min.0-1-8),14=147/11-3-0 (min.0-1-8),13=144/11-3-0 (min.0-1-8),12=156/11-3-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 19-20=-66/0,1-20=-05/0,10-11=0/14,1-2=-16/0,2-3=-16/0,3-4=-16/0,4-5=-16/0,5-6=-16/0,6-7=-16/0,7-8=-16/0,8-9=-16/0,9-10=-4/0
BOT CHORD 18-19=0/16,17-18=0/16,16-17=0/16,15-16=0/16,14-15=0/16,13-14=0/16,12-13=0/16,11-12=0/16
WEBS 2-18=-141/0,3-17=-132/0,4-16=-134/0,5-15=-133/0,6-14=-134/0,7-13=-131/0,8-12=-141/0,9-11=-98/0
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.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
7327 1FGE04 GABLE 11 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 AMTek Industries,Inc.Tue Jun 16 14:45:2_°'Y015 Page 1.
C11-8 ID:OS7VY55ZG2cyehlmUFHn6Hz7 WL-e?UGAYeIOpXLZkT2e?NhCvN1ZGEFYkCLmNb6z?zShYx
Scale=1:21.0
3x4 I I
13x4= 2 3 4 5 6 7 8 9 10 11
trl T7 - - _ l lT r
1T1 ST1 T1 ST1 ST1 ST1 ST1 ST1 WI !v
, 1 L -
♦*.:*v:::•:::,*:*:..:♦ ♦•:::::•:'*:, :Z.!.:*::::::!:!: ':::*:,:.*:::* :•v•'♦•::::.:::,*•: '•'•♦.:.:•:::::;::::::::::::: ::: ::
22 21 20 19 18 17 16 15 14 13 12
3x4= 3x4= 3x4 1
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 12-2-12 , 12-11-8 ,
1-6-12 1-4-0 1-4-0 I 1-4-0 1-4-0 i 1-4-0 i 1-4-0 1-4-0 • 1-4-0 • 0-8-12
Plate Offsets(X,Y)- [21:0-1-8,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 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 : BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:61 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 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 22=58/12-11-8 (min.0-1-8),12=13/12-11-8 (min.0-1-8),21=172/12-11-8 (min.0-1-8),20=141/12-11-8 (min.0-1-8),19=148/12-11-8 (min.0-1-8),
18=146/12-11-8 (min.0-1-8),17=147/12-11-8 (min.0-1-8),16=147/12-11-8 (min.0-1-8),15=145/12-11-8 (min.0-1-8),14=152/12-11-8 (min.0-1-8),
13=122/12-11-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 22-23=-52/0,1-23=-52/0,11-12=-12/0,1-2=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,
10-11=0/0
BOT CHORD 21-22=0/3,20-21=0/0,19-20=0/0,18-19=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
WEBS 2-21=-154/0,3-20=-128/0,4-19=-135/0,5-18=-133/0,6-17=-133/0,7-16=-134/0,8-15=-132/0,9-14=-138/0,10-13=-111/0,
1-21=-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)"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
Job r truss I rni T ty Pype Qly
7327 CJO1 Corner Jack 5 1
20-7-0 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. Tue Jun 1614:45:2%3015 Page 1,
20 7-0 ID:OS7VY557192 ehImUFHn6Hz7 WL-e?UGAYeIOpXLZkT2e?NhCvN2_GEHYkILmNb6z?z5hYx
1-0-0 I
1-0-0
6.00 12 , Scale:1.5"=1'
2
1
4
0101011
o
I ,y:.�• li
4 3
/ 2211-11#
20-7-0
3x4=
20-7-0 21-3-5
I 1-0-0 I
1-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 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 FBC2014/TPI2007 (Matrix-M) 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=40/0-5-8 (min.0-1-8),2=19/Mechanical,3=20/Mechanical
Max Horz 1=14(LC 12)
Max Uplift1=-8(LC 12),2=-9(LC 12),3=-11(LC 12)
Max Grav1=40(LC 1),2=19(LC 1),3=22(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-12/7
BOT CHORD 1-3=-21/10
NOTES-
1)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)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 8 lb uplift at joint 1,9 lb uplift at joint 2 and
11 lb uplift at joint 3.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss :Truss Type Qty Ply
7327 CJ02 Comer Jack 5 1
20-7-0 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. Tue Jun 16 14:45:23x.115 Page 1'
20 7-0 ID:OS7VY55ZGUyetgmUFHn6Hz7_WL-e?UGAYeIOpXLZkT2e?NhCvN2vGEBYkILmNb6z?zShYx
1-0-5 1-t-`2',"
1-0-5 0-1-13
6.00 12 Scale:1.5'=1'
2
ri
1
ry (7
W lr
W 3
3x8 II
∎/ 22&734
3x4=
20-7-0 21-4-6
0512 I 1-2-2
0-5-12 0-8-6
Plate Offsets(X,Y)— [1:0-0-0,0-1-5111_0-1-9,0-4-01
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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 0.02 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 FBC2014/TPI2007 (Matrix-M) 1 Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-2 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
1 Installation guide.
REACTIONS. (lb/size) 2=26/Mechanical,3=20/Mechanical,1=47/0-3-8 (min.0-1-8)
Max Horz 1=17(LC 12)
Max Uplift2=-10(LC 12),3=-3(LC 12)
Max Grav2=26(LC 1),3=20(LC 3),1=47(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-16/10
BOT CHORD 1-3=-21/14
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)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 10 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
;Job Truss Truss Type City Ply !
7327 EJ03 Jack-Open 33 1
Job Reference(optional)
Building Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Prinfetsf20 s Apr 30 2015 MiTek Industries,Inc.Tue Jun 1614:45:234015 Paget,
207-0 ID:0S7VY55ZG2cyehlmUFHn - 75,WL-e?UGAYelOpXLZkT2e?NhCvN1WGDuYldLmNb6z?z5hYx
3-0-0
3-0-0
Scale=1:12.9
2 r-i
6.00',12 /A
117#/0# 75#/-29#
T1 c
0-5-8(0-1-8) N
1
� � )r
mmirmiiim. /1
Millirill 3
54#/0#
3x4= 20-7-0
20-Ra II 22-3-5
I 3�0- I
Plate Offsets(X,Y)- [1:0-0-0,0-1-5],[1:0-1-9,0-4-0]
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 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 FBC2014/TPI2007 I (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 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=42(LC 12)
Max Uplift2=-29(LC 12)
Max Grav2=75(LC 1),3=54(LC 3),1=117(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-42/27
BOT CHORD 1-3=-68/46
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 29 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
7327 EJ04 Jack-Open Girder 2 1
Job Referencejoptiorial))
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiT4lltlMfibsaies,Inc. Tue Jun 16 14:451k015 Page P
20-7-0
3-0-0 ID:0S7VY55 G2cyehlmUF 7 WL6B1eNutyMBu2EBiuwI6v9YgQ8HBTU?1KfVRz5TYw
3-0-0 2-0-0
Special r,
2 Scale=1:12.7
3
4 x 5—
6.0 0 1 � T2
i
216#/-17#
58#/-27#
0-3-8(0-1-8) Tt G
1
B1
„ 52p4 II 4
Special
17t#/-20#
3x5 I I 20-7-0
20-7-0 22-4-8
3-0-0 5-0-0
3-0-0 2-0-0
Plate Offsets(X,Y)— [1:0-2-4,0-0-7]
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 0.27 Vert(LL) -0.06 5-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.15 5-8 >386 180
BCLL 0.0 * Rep Stress Inc( NO WB 0.03 Horz(TL) 0.09 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 3=58/Mechanical,4=171/Mechanical,1=216/0-3-8 (min.0-1-8)
Max Horz 1=44(LC 8)
Max Uplift3=-27(LC 4),4=-20(LC 8),1=-17(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-119/30,2-3=0/0
BOT CHORD 1-5=-34/60,4-5=0/0
WEBS 2-5=-183/83
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)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 27 lb uplift at joint 3,20 lb uplift at joint 4 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 lb down and 114 lb up at 3-0-0
on top chord,and 42 lb down and 17 lb up at 3-2-2 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(lb)
Vert:2=-17(F)5=-34(F)
Job Truss Truss Type Qty Ply
7327 EJ05 Jack-Open 6 1
i I Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 2015 MiTek Industries,Inc, Tue Jun 16 14:45:21.k2015 Pagel,
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6H7-6B1eNufw96fCBu2EBiuw16v8fgli HB?U?1KfVRz5hYw
5-0-0
5-0-0 .
Scale=1:17.8
2
1
6.00 I 12
198W-498 13004-588
7
0-3-8(0.1-8)
4
N
1
Pliiill
a ■ B1
W 3
92#/-34#
3x5 II
20-7-0
20-7-0 23-3-5
55-0-0 0-
Plate Offsets(X,Y)— [1:0-2-8,0-0-71
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.08 3-6 >725 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.08 3-6 >702 180
BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=130/Mechanical,3=68/Mechanical,1=198/0-3-8 (min.0-1-8)
Max Horz 1=71(LC 12)
Max Uplift2=-59(LC 12),3=-34(LC 12),1=-49(LC 12)
Max Grav2=130(LC 1),3=92(LC 3),1=198(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-83/55,2-7=-74/46
BOT CHORD 1-3=-146/81
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 Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 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 20.0psf 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 59 lb uplift at joint 2,34 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
'7327 FT01 ROOF SPECIAL 4 1 1
Building Component Supply,Green Cove Springs,FL !Job Reference(optional)
nG Run:7.620 s Apr 302015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Tue Jun 1614:45:23%1615 Pape 1.
9-1-2 ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-6B1 eNufw96fCBu2EBiuwl6v_CgMVI 4 q1 KfVRz5hYw
4-9-0 9-6-0 11-6-0 16-2-0 21-4-8
4-9-0 4-9-0 I 2-0-0 4-8-0 5-2-8
Scale=1:36.4
4x6=
4x5= 2x4 I 3x5= 3x4= 3x4= 2x4 H 5x12=
1 17 Ti 2 3 18 4 5 19 6 7
1 G III C n
4 °4 W1 W1 w1 'W1 •' 16 Y
NQ ,-11 B, I �= 1.. ,,,
a fl I , , B2
14 13 12 11 10 9 8
2x4 6x8= 2x4 I' 2x4 II 3x8 MT20HS= 5x8= 3x4
0-5-8(0-1-8) 0-3-8(0-1-8)
1159#/-203# 1110#/-196#
9-1-2
10-1-2
4-9-0 i 9-6-0 I 11-6-0 16-2-0 I 21.4.8
4-9-0 4-9-0 2-0-0 4-8-0 5-2-8
Plate Offsets(X,Y)— [1:Edge,0-1-121,[7:0-3-8,0-3-0],19:0-1-12,0-2-8],[13:0-2-12,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.22 11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.35 11 >729 180 MT20HS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.64 Horz(TL) 0.05 16 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:108 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing.
W2,W3:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
1 Installation guide.
REACTIONS. (lb/size) 14=1159/0-5-8 (min.0-1-8),16=1110/0-3-8 (min.0-1-8)
Max Uplift14=-203(LC 8),16=196(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-14=1126/213,1-17=-2130/366,2-17=-2130/366,2-3=-2130/366,3-18=-2130/366,4-18=-2130/366,4-5=-2988/479,
5-19=-2266/393,6-19=-2266/393,6-7=-2266/393,8-15=0/68,7-15=0/68
BOT CHORD 13-14=-11/55,12-13=-479/2988,11-12=-479/2988,10-11=-479/2988,9-10=-479/2988,8-9=-57/321
WEBS 1-13=-390/2270,2-13=-505/147,4-13=-939/225,6-9=-506/146,4-12=-2/102,5-11=-0/91,5-9=-793/203,7-9=-368/2127
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 20-9-4 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)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)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift at joint 14 and 196 lb uplift at
joint 16.
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 i
7327 FTGO1 ROOF SPECIAL GIRDER 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.Tue Jun 16 14:45242015 Page?J
9-1-2 ID:OS7W55ZG2cyetilmUFHn6Hz7_WL-aNb1bEgYwQn3p2dQIQP9HKSF SQP1eEh4D1uzShYv
I 6-3-1 9-5-0 i 11-5-0 14-7-9 17-8-7 21-4-8 l
6-3-1 3-1-15 2-0-0 3-2-9 3-0-13 3-8-1
Scale=1:38.9
7x10= 13x6 I I 5x12= 3x6 I I 3x6 I 4x12= 6x8= 3x6 I I 10x16 M18SHS=
1 2 Y0 3 P1 4 5 22 6 7 8 9
• TI
•
■
8
ali,,,„„,.........--mmw,--44.,....MiiIM 7 ei. 19
nn �nnr n nn nn 'n nn ■: nn nn '
9
t: 16 15 14 13 12 11 10
.p- 23 24 25 26 27 28 293 1-14)
109 II 10x14 MT20HS= 3x6 10x14 MT20HS= 4x5_ 3x6 THD26 10x14 MT20HS= THIN2326#
THD26 THD26 THD26 THD26 THD26 THD26 THD26 THD26
9-1-2
10-1-2
I
6-3-1 I 9-5-0 11-5-0 14-7-9 17-8-7 21-4-8
6-3-1 3-1-15 2-0-0 3-2-9 3-0-13 I 3-8-1
Plate Offsets(X,Y)- [1:0-3-12,0-3-8],[6:0-4-0,0-2-0],[9:0-8-0,0-5-4],[10:Edge,0-3-8],[11:0-3-4,0-5-0],[13:0-2-4,0-2-0],[14:0-7-0,0-6-12],[16:0-6-12,0-5-0]
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 0.61 Vert(LL) -0.33 13-14 >738 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.57 13-14 >431 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.06 18 n/a n/a M18SHS 244/190
BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:518 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x8 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except
T2:2x8 SP No.2 end verticals.
BOT CHORD 2x8 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
B3:2x4 SP No.1
WEBS 2x4 SP No.3*Except*
W1:2x6 SP No.2,W2,W5:2x4 SP SS
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 17=10929/0-3-8 (req.0-4-5),18=12004/0-3-8 (min.0-1-14)
Max Upliftl7=-2116(LC 4),18=-2326(LC 5)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-10167/1978,1-19=-17165/3318,2-19=-17165/3318,2-20=-17165/3318,3-20=-17165/3318,3-21=-33218/6368,
4-21=-33218/6368,4-5=-33660/6456,5-22=-33660/6456,6-22=-33660/6456,6-7=-17235/3332,7-8=-17235/3332,
8-9=-17235/3332
BOT CHORD 10-18=-179/980,9-18=-11023/2146,17-23=-204/1050,16-23=-204/1050,16-24=-5426/28107,15-24=-5426/28107,
15-25=-5426/28107,14-25=-5426/28107,14-26=-6456/33660,13-26=-6456/33660,13-27=-5580/28905,
27-28=-5580/28905,12-28=-5580/28905,12-29=-5580/28905,11-29=-5580/28905,11-30=-243/1244,10-30=-243/1244
WEBS 1-16=-3591/18579,2-16=-2488/558,3-16=-12615/2430,3-15=-204/466,3-14=-1223/6069,4-14=-2482/518,
5-13=-2019/497,6-13=-1118/5457,6-12=-145/859,6-11=-13395/2580,8-11=-2091/563,9-11=-3546/18353
NOTES-
1)3-ply truss to be connected together with 10d(0.131'x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-7-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-7-0 oc,2x8-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)•This truss has been designed for a live load of 20.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.
8)WARNING:Required bearing size at joint(s)17 greater than input bearing size.
9)Bearing at joint(s)18 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 2116 lb uplift at joint 17 and 2326 lb uplift at
joint 18.
11)Load case(s)29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use
of this truss.
12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
Continued on page 2
Job Truss Truss Type Qty ,Ply
7327 FTG01 ROOF SPECIAL GIRDER 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 M iTek Industries.Inc. 'rue Jun 16 14:45:2422315 Page?
ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-aNblbEgYwQn3p2dOIQP9HKSF 3hSOP1eEh4D1uz5hYv
NOTES-
13) —
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 20-0-12 to connect truss(es)
T16(1 ply 2x4 SP)to back face of bottom chord.
14)Fill all nail holes where hanger is in contact with lumber.
15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1626 lb down and 321 lb up at 3-0-0 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:1-20=-224,9-20=-896,10-17=-10
Concentrated Loads(Ib)
Vert:15=-517(B)11=-517(B)19=-1626 23=-517(B)24=-517(B)25=517(B)26=-517(B)27=-517(B)28=-517(B)29=-517(B)30=-517(B)
29)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-20=-224(F=-100),9-20=-896(F=-100),10-17=10(F)
Concentrated Loads(Ib)
Vert:15=-517(B)11=-517(B)19=-1626 23=-517(B)24=-517(B)25=-517(B)26=-517(B)27=-517(B)28=-517(B)29=-517(B)30=-517(B)
30)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-20=-224(F=-100),9-20=-896(F=-100),10-17=10(F)
Concentrated Loads(Ib)
Vert:15=-517(B)11=-517(B)19=-1626 23=-517(B)24=-517(B)25=-517(B)26=-517(B)27=-517(B)28=-517(B)29=-517(B)30=-517(B)
31)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:1-20=-224(F=-100),9-20=-896(F=-100),10-17=-10(F)
Concentrated Loads(lb)
Vert:15=-517(B)11=-517(B)19=-1626 23=-517(B)24=-517(B)25=-517(B)26=-517(B)27=-517(B)28=-517(B)29=-517(B)30=-517(B)
Job Truss Truss Type Qty Ply
7327 FTG02 I Flat Girder 1 2 Job Reference(optional)
Striding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Tue Jun 16 14:45:249015 Page•
10-1-2 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-aNb1bEgYwQn3p2dQIQP9HKSFt3mK0QMeF jD)uzShYv
—----2-8-8 5-3-4 7-10-0 10-6-8
2-8.8 2.6-12 2-6-12 2-8-8 i
Scale=1:17.2
2x4 II 3x4= 2x4 I 4x10=
_
1 4x6 2 3 4 5
T1
V11 VY2 W1 W1 W1 V112 W1
: 1841 If
...........
N 11
--1
9 8 7 4X10= •....+..+..•12
THD46 4x10= THD46 2x4 II THD46 THD46 i+i:i+i:i:i+i+i:i+::$
10 14 6
3x5 II THD46 4x5 I
0-5-8(0-1-8) 1-1-0(0-1-12)
2296#J-111# 2969#/-111#
10-1-2 10-1-2
2-8-8 5-3-4 7-10-0 10-6.8 {
2$8 2-6-12 2-6-12 2.8.8
Plate Offsets(X,1_ 11:0-1-12,0-2-01,[6:Edge,0-3-8],[7:0-3-8,0-2-01,19:0-4-12,0-2-01,[10:0-2-8,0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.13 8-9 >961 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.21 8-9 >577 180
BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(TL) 0.02 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:110 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except
BOT CHORD 2x6 SP SS end verticals.
WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W2:2x4 SP No.2
REACTIONS. (lb/size) 10=1132/0-5-8 (min.0-1-8),6=1311/1-1-0 (min.0-1-12)
Max Uplift10=-111(LC 4),6=-111(LC 4)
Max Gray 10=2296(LC 12),6=2969(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-1854/105,1-2=-5002/207,2-3=-5002/207,3-4=-5974/246,4-5=-5974/246,5-6=-2172/117
BOT CHORD 10-11=-19/332,9-11=-19/332,9-12=-246/5974,8-12=-246/5974,8-13=-246/5974,7-13=-246/5974,7-14=-16/281,
6-14=-16/281
WEBS 1-9=-201/4986,2-9=-260/76,3-9=-1038/41,3-8=-113/463,4-7=-317/81,5-7=-245/6078
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 0-5-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS
Wind(Pos.Internal)Lett;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead
+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.
Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind(Neg.Internal)2nd
Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS
Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live
(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel).
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 111 lb uplift at joint 10 and 111 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 THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left
end to 10-0-0 to connect truss(es)F03(1 ply 2x4 SP)to front face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
Job russ ruse ype r' •y
7327 FTG02 Rat Girder 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.Tue Jun 1614:45•:2M015 Page 2,
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LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-5=-100,6-10=-10
Concentrated Loads(lb)
Vert:7=-263(F)11=-263(F)12=-263(F)13=-263(F)14=-263(F)
Job MSS I ruse Type I Qty Ply
'7327 HJ03 Diagonal Hip Girder 5 1
Job Reference o tional
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 Tek lndustnes,Inc.Tue Jun 1614:45:x2015 Paget
20-7-0 ID:OS7VY552G2cyehImUFHn6Hz7_1,41.-2a9gf t hkvwOCCcJ7w0gX?WrTEM15UnKpnaKzShYu
1-11-10 4-2-3
1-11-10 2-2-8
2 Scale=1:12.7
4.24,12
Special
63#/-25# NAILED 8811/-30
T1
0-7-6(0-1-8)
;
G Ill 61
8 3
NAILED
NAILED
60#10#
3x4= 20-7-0
20-7-0 3x6 I I 22-3-8
42-3
4-2-3
Plate Offsets(X,Y)— ]1:0-0-0,0-1-6],[1:0-1-13,0-5-11]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud 1 PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 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 FBC2014/TPI2007 (Matrix-M) Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=86/Mechanical,3=40/Mechanical,1=63/0-7-6 (min.0-1-8)
Max Horz 1=42(LC 8)
Max Uplift2=-34(LC 8),1=-25(LC 6)
Max Grav2=86(LC 1),3=60(LC 3),1=63(LC 1)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-32/25,2-7=-17/22
BOT CHORD 1-8=-33/21,3-8=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;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 2 and 25 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 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)41 lb down and 58 lb up at 1-4-15
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 5=66(F)6=8(F)7=58(B)8=8(B)
•Job I truss Truss Type I Qty Ply ,
17327 T01 GABLE ',,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 MiTek Industries,In Tue Jun 1614:45 15 Page
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-Wmjn?vhpS11n2MnptgRdMIXWStM UjJ ZZJ6mz5hYt
3-0-0 • 9-11-10 16-9-8 23-7-6 30-7-0 33-7-0''''I
3-0-0 6-11-10 6-9-14 6-9-14 6-11-10 3-0-0
4x5= Scale=1:66.3
- 172
1 •'3
74
_
6.00112 75 NAILED
5 V8
Special NAILED NAILED 1111 YY D7 " NAILED
.. 5x8=5x6 ST7 -'T2NAGITL�EI 4 •:,:.i 1,, Z D t 11.1 C Si 5x6 Special iiii
tUx12- 4 ST3 77 A5x8=
'r LED LLED • LED I ILEO •ti � N O IAitt`.arr���i! L : tryM +. I S
19 54 55 56 18 57 17 5B 59 16 60 61 15 62 14 63 64 65 13 3,�s
te o
0 Qp115) Special NAILED NAILED 5x8-_ 3x4= NAILED NAILED 3x4= 5 -_ NAILED NAILED Special 0 SS(0 1-15)
1626 f/-231# NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1626#/-231#
20-7-0
20-7-0
3-0-0 9-11-10 16-9-8 23-7-6 30-7-0 33-7-0
3-0-0 I 6-11-10 6-9-14 i 6-9-14 6-11-10 3-0-0
Plate Offsets(X,Y)- [1:0-8-0,0-0-5],[2:0-5-4,0-3-0],[6:0-6-0,0-3-81[11:0-5-4,0-3-0],[12:0-8-0,0-0-5],[14:0-4-0,0-1-8],[18:0-4-0,0-1-8]
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 0.87 Vert(LL) -0.22 18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.56 13-14 >720 180
BCLL 0.0 • Rep Stress Incr NO WB 0.91 Horz(TL) 0.15 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 306 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. Except:
T3:2x4 SP No.2 1 Row at midpt 3-4,4-6,6-8,8-10
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing.
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):4,6,8
OTHERS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1626/0-5-8 (min.0-1-15),12=1626/0-5-8 (min.0-1-15)
Max Horz 1=-146(LC 6)
Max Uplift 1=-231(LC 8),12=-231(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3250/464,2-3=-3787/645,3-4=-1953/471,4-6=-1953/471,6-8=-1975/471,8-10=-1975/471,10-11=-3787/645,
11-12=-3250/464,3-66=-2113/240,66-67=-2059/244,67-68=-2033/244,5-68=-1963/255,5-69=-2161/372,
69-70=-2071/380,70-71=-2050/380,7-71=-2004/392,7-72=-2004/392,72-73=-2050/380,73-74=-2071/380,
9-74=-2161/372,9-75=-1963/255,75-76=-2033/244,76-77=-2059/244,10-77=-2113/240
BOT CHORD 1-19=-391/2869,19-54=-384/2878,54-55=-384/2878,55-56=-384/2878,18-56=-384/2878,18-57=-121/1467,
17-57=-121/1467,17-58=-121/1467,58-59=-121/1467,16-59=-121/1467,16-60=-121/1467,60-61=-121/1467,
15-61=121/1467,15-62=-121/1467,14-62=-121/1467,14-63=-384/2878,63-64=-384/2878,64-65=-384/2878,
13-65=384/2878,12-13=-391/2869
WEBS 2-19=0/213,2-18=-223/936,4-18=-591/266,6-18=495/2391,6-16=0/333,6-14=-495/2391,8-14=-591/266,
11-14=-223/936,11-13=0/213,6-7=-172/1403,4-5=-474/253,8-9=-480/253
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=oft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional);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 231 lb uplift at joint 1 and 231 lb uplift at joint
12.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
11)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12)"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.
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)124 lb down and 114 lb up at 3-0-0
,and 115 lb down and 125 lb up at 30-7-0 on top chord,and 38 lb down and 19 lb up at 3-0-0,and 38 lb down and 19 lb up at 30-6-4
Con>RRiu r npgartl The design/selection of such connection device(s)is the responsibility of others.
Job Truss Truss Type Qty Ply
7327 701 GABLE 1 1 Job Reference(optional)
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ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-Wmjn?vhpS11n2MnptgRdMIXWStM3U ?ZJ6mz5hYt
NOTES-
14)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(pit)
Vert:1-2=-60,2-3=-60,10-11=-60,11-12=-60,48-51=-20,3-7=-60,7-10=-60
Concentrated Loads(lb)
Vert:2=-9(B)11=-9(B)19=-29(B)16=-22(B)13=-29(B)7=-15(B)54=-22(B)55=-22(B)56=-22(B)57=-22(B)58=-22(B)59=-22(B)60=-22(B)61=-22(B)62=-22(B)
63=-22(B)64=-22(B)65=-22(B)66=-15(B)67=-15(B)68=-15(B)69=-15(B)70=-15(B)71=-15(B)72=-15(B)73=-15(B)74=-15(B)75=-15(B)76=-15(B)77=-15(B)
Job Truss Truss Type Oty Ply
i
7327 T02 Common 9 1
i Job Reference(optional) ,
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pnnt 7620 s Apr 30 2015 mac*Industries,Inc.Tue Jun 16 14:45:M2015 Pace'
20-7-0 ID:0S7W55ZG2cyehlmUFHn6Hz7_WL-Wmjn?vhpS11n2MnptgRdMlXc1tMHUTMtg? 6mz5hYt
5-7-11 11-2-10 16-9-8 22-4-6 27-11-5 33-7-0
5-7-11 I 5-6-14 5-6-14 5-6-14 5-6-14 5-7-11 —H
44= Scale=1:58.2
5
6.00 Fif 0
21 22
2x4 I I 2x4
6
Jv4i 23
g 1i�W1 71 •9
^� al H7 W i I K7 1 ;ma HI ` j�
'_' 13 12 24 25 11 10
3x8 MT2OHS= 3x8= 5x6—
0-5-80-1:9) 0-5-8(0-1-9)
1343#/-148# 3x8= 3x8 MT2OHS= 1343#/-148#
20-7-0 20-7-0
11-2-10 22-4-6 33-7-0
11-2-10 } 11-1-13 I 11-2-10 l
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) -0.67 10-13 >605 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.10 10-13 >365 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Inc- YES WB 0.34 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins.
BOT CHORD 2x4 SP No.1 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
Left:2x4 SP No.3,Right:2x4 SP No.3 Installationguide.
REACTIONS. (lb/size) 1=1343/0-5-8 (min.0-1-9),9=1343/0-5-8 (min.0-1-9)
Max Horz 1=-153(LC 10)
Max Uplift1=-148(LC 12),9=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-20=-2362/412,2-20=-2245/431,2-3=-2047/342,3-4=-1976/365,4-21=-2059/444,5-21=-1988/465,5-22=-1988/465,
6-22=-2059/444,6-7=-1976/365,7-8=-2047/342,8-23=-2245/431,9-23=-2362/412
BOT CHORD 1-13=-309/2101,12-13=-86/1317,12-24=-86/1317,24-25=-86/1317,11-25=-86/1317,10-11=-86/1317,9-10=-309/2048
WEBS 5-10=-169/979,6-10=-373/195,8-10=-335/158,5-13=-169/979,4-13=-373/195,2-13=-335/158
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=34ft;eave=4ft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 148 lb uplift at joint
9.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Oty Ply
7327 T03 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.Tue Jun 16 14:45:27 2015 Page 1
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7 WL-yH9DFiRDL9egVM?OYysvy4nnHl eDz5hYsr
5-7-11 11-2-10 16-9-8 22-4-6 27-11-5 31-9-8 33--7 f
5-7-11 I 5-6-14 I
$ 5-6-14 5-6-14 5-6-14 3-10-3 1-9-8
4x5= Scale=1:59.5
5
23 24
2x4 I I 2x4 I
4 6
2x4
3x4 2x4
"c>;1 6.00 12 3x4
cd 2 3 R 7 8
2x4 II
22 tN2 W 25 2x4
II W4
•f 1 �Kir
iii /. `�'HW1 4
6 H7 iJ li7 [ 1 61 1�
1343#/-148#
13 12 26 27 11 10 USP-THD26
0-5$(81-9) 3x8= 3x8 MT2OHS= 5x6=
1343#/-1 I 3x8 MT2OHS= 3x8= 2x4 II
20-7-0 20-7-0
11-2-10 16-9-8 i 22.4-6 i 31-9-8 1 33.7-0 I
11-2-10 5-6-14 5-6-14 9-5-2 1-9-8
Plate Offsets(X,Y)— [1:0-0-0,0-1-91,[1:0-3-1,Edgej,[9:0-1-14,0-1-01
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) -0.67 10-13 >605 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.10 10-13 >365 180 MT2OHS 187/143
BCLL 0.0 " Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:176 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except
T3:2x4 SP No.3 end verticals.
BOT CHORD 2x4 SP No.1 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
Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 1=1343/0-5-8 (min.0-1-9),9=1343/Mechanical
Max Horz 1=153(LC 11)
Max Uplift1=-148(LC 12),9=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-2362/412,2-22=-2245/431,2-3=-2047/342,3-4=-1976/365,4-23=-2059/444,5-23=-1988/465,5-24=-1988/465,
6-24=-2059/444,6-7=-1976/365,7-8=-2047/342,8-25=-2245/431,9-25=-2362/412
BOT CHORD 1-13=-309/2101,12-13=-86/1317,12-26=-86/1317,26-27=-86/1317,11-27=-86/1317,10-11=-86/1317,9-10=-309/2048
WEBS 5-10=-169/979,6-10=-373/195,8-10=-335/158,5-13=-169/979,4-13=-373/195,2-13=-335/158
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=34ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13 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.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 148 lb uplift at joint 1 and 148 lb uplift at joint
9.
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
7327 T04 Roof Special 1 1
1 I Job Reference(optional)
Buidxp Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc Tue Jun 16 14:45:27 015 Page 1,
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7_W-yH9DFiRDL9egVM?QYysvy4kGHiW c�l�flteDz5hYs
5-7-11 11-2-10 I 16-9-8 22-4-6 I 27-11-5 29-9-8.; 33-7-0
5-7-11 5-6-14 5-6-14 5-6-14 5-6-14 ' 1-10-3 3-9-8
4x5= Scale=1:58.6
5
r
23 24
2x4 I 2x4 I
6
2x4
N 3x4 ZL; ,c._ 4h1
6.00 12 3x4
°D 3 3 c 7
, T
4-4 / 7. I
N' 1 / u4
' NI �?� 1 �HW1 a
- 1 I R1 tar , 1 lit t , MY R1 _
12 26 27 11 1343#/-148#
13 10 USP-THD26 9
0.5 1=9) 3x8= 3x8 MT20HS= 5x6=
1343#/-1M6 11 3x8 MT20HS= 3x8= 2x4
20-7-0 20-7-0
11-2-10 22-4-6 29-9-8 33-7-0
11-2-10 11-1-13 { 7-5-2 i 3-9-8
Plate Offsets(X,Y)— [1:0-0-0,0-1-9],[1:0-3-1,Edge],[9:0-1-14,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.67 10-13 >605 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.10 10-13 >365 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except
T3:2x4 SP No.3 end verticals. Except:
BOT CHORD 2x4 SP No.1 3-6-0 oc bracing:8-20
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,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1343/0-5-8 (min.0-1-9),9=1343/Mechanical
Max Horz 1=153(LC 11)
Max Uplift 1=-148(LC 12),9=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=2362/412,2-22=-2245/431,2-3=-2047/342,3-4=-1976/365,4-23=-2059/444,5-23=-1988/465,5-24=-1988/465,
6-24=-2059/444,6-7=-1976/365,7-8=-2047/342,8-25=-2245/431,9-25=-2362/412
BOT CHORD 1-13=-309/2101,12-13=-86/1317,12-26=-86/1317,26-27=-86/1317,11-27=-86/1317,10-11=-86/1317,9-10=-309/2048
WEBS 5-10=-169/979,2-13=-335/158,4-13=-373/195,5-13=-169/979,6-10=-373/195,8-10=-335/158
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=34ft;eave=4ft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13 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 148 lb uplift at joint 1 and 148 lb uplift at joint
9.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Graphical puffin 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 1Qty Ply
7327 T05 Roof Special I 1 1
Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Tue Jun 16 14:45:27 015 Page 1,
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-_yH9DFiRDL9egVM?QYysvy4kGHriW MflteDz5hYs
i 5-7-11 11-2-10 I 16-9-8 22-4-6 27-9-8 27-1,1-5 33-7-0
• 5-7-11 5-6-14 5-6-14 5-6-14 5-5-2 0-1113 5-7-11
4x5= Scale=1:58.2
5
i_j
3
2x4 II 2x4
4 6
2x4 .P 2x4 I I
3x4 2x4
6.00 12 3x4
s 7 ;LNI 8 rC 1 I1 �
'_' 13 12 25 26 11 10 1343#/-148##
USP-THD =
0-5. 6-1.9) 3x8 MT2OHS= 3x8 MT2OHS=
1343#/-Wfb 3x8= 3x8= 2x4
20-7-0
20-7-0
11-2-10 16-9-8 22-4-6 27-9-8 33-7-0
11-2-10 5-6-14 I 5-6-14 5-5-2 I 5-9-8 i
5-5-2
Plate Offsets(X,Y)— (1:0-3-1,Edge],[1:0-0-0,0-1-9],[8:0-3-8,Edge],(9:0-1-14,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.67 10-13 >605 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.10 10-13 >365 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:185 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except
T3:2x4 SP No.3 end verticals. Except:
BOT CHORD 2x4 SP No.1 3-6-0 oc bracing:8-19
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,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1343/0-5-8 (min.0-1-9),9=1343/Mechanical
Max Horz 1=153(LC 11)
Max Uplift 1=-148(LC 12),9=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-21=-2362/412,2-21=-2245/431,2-3=-2047/342,3-4=-1976/365,4-22=-2059/444,5-22=-1988/465,5-23=-1988/465,
6-23=-2059/444,6-7=-1976/365,7-8=-2047/342,8-24=-2245/431,9-24=-2362/412
BOT CHORD 1-13=-309/2101,12-13=-86/1317,12-25=-86/1317,25-26=-86/1317,11-26=-86/1317,10-11=-8611317,9-10=-309/2048
WEBS 5-10=-169/979,6-10=-373/195,5-13=-169/979,4-13=-373/195,2-13=-335/158,8-10=-335/158
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=34ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13 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 148 lb uplift at joint 1 and 148 lb uplift at joint
9.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)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
7327 T06 ,Roof Special 1 • 1
I 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 Wok Industries,Inc. Tue Jun 1614:45:28?015 Page 1,
20-7-0 I110S7VY55ZG2cyehlmUFHn6Hz7 1WL-S9rXQbj3 fHVIfxB_FT5SAdv0g2101. QAfzShYr
I 5-7-11 11-2-10 16-9-8 22-4-6 25-9-8 27-11-5 , 33-7-0
5-7-11 5-6-14 5-6-14 i 5-6-14 3-5-2 2-1-13 ' 5-7-11
4x5= Scale=1:57.8
5
El
23 24 IIIIII
2x4 II 2x4 I
4 6
2x4 2x4 I
3x4% 2x4% 2x4 II
' 6.00112 3x4
Clri K
2 3 8
22 1A2 25 _IN
1"� �\' I�
rl — — HW1 q
Jto :S —ter• IN= a �� in
•
13 12 26 27 11 10 1343#/148# °
0-541(,9-1=9) 9
3x8 MT2OHS= 3x8 MT2OHS- USP-TH5x6
1343#/-1,06 I I 3x8= 3x8= 2x4 I
20-7-0
20-7-0
11-2-10 I 16-9-8 22.4-6 25-9-8 33-7-0
11-2-10 5-6-14 5-6-14 3-5-2 7-9-8
Plate Offsets(X,Y)— [1:0-0-0,0-1-9],[1:0-3-1,Edge],[9:0-1-14,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.67 10-13 >605 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.10 10-13 >365 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:190 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except
T3:2x4 SP No.3 end verticals. Except:
BOT CHORD 2x4 SP No.1 3-6-0 oc bracing:8-20
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 I
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=1343/0-5-8 (min.0-1-9),9=1343/Mechanical
Max Horz 1=153(LC 11)
Max Uplift 1=-148(LC 12),9=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-2362/412,2-22=-2245/431,2-3=-2047/342,3-4=-1976/365,4-23=-2059/444,5-23=-1988/465,5-24=-1988/465,
6-24=-2059/444,6-7=-1976/365,7-8=-2047/342,8-25=-2245/431,9-25=-2362/412
BOT CHORD 1-13=-309/2101,12-13=-86/1317,12-26=-86/1317,26-27=-86/1317,11-27=-86/1317,10-11=-86/1317,9-10=-309/2048
WEBS 5-10=-169/979,6-10=-373/195,8-10=-335/158,5-13=-169/979,4-13=-373/195,2-13=-335/158
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 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 148 lb uplift at joint
9.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)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
I
•. i runs russ ype •- -1y
7327 1707 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.Tue Jun 16 14:45:28 0015 Page 1.
20 7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-S9rXQbj3_fHVlfx6_FT5SAdvhg38yE 9 QAfz5hYr
5-7-11 11-2-10 16-9-8 24-7-0 28-11-4 33-7-0 I
5-7-11 5-6-14 5-6-14 7-9-8 4-4-4 4-7-12
4x5= Scale=1:58.4
5
ii
2x4 II 11 4.11111111111111141111111144:
4 4x5= 2;4 I 3x5=
2x4 6 7 g
3x4
l6.00 72 a
1 23 ,, 22•
Q o
18 Ihl4
-di e H1 ML 1l I° 133 �i V
13373,058#
14 13 23 24 12 11 10 USP-TH
3x8= 3x8 MT20HS= 400= 2x4
0-5-&6-t9) 3x4-
13371N-14.18it 1 3x8 MT2OHS=
20-7-0 20-7-0
11-2-10 16-9-8 22-2-10 24-7-0 28-11-4 33-7-0
11-2-10 5-6-14 I 5-5-2 i 2-4-6 4-4-4 I 4-7-12
Plate Offsets(X,Y)— [1:0-0-0,0-1-9],[1:0-3-1,Edge],[8:0-2-0,0-1-8]
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 0.70 Vert(LL) -0.58 11-14 >694 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.05 11-14 >384 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Inc' YES WB 0.91 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:192 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
T3:2x4 SP SS end verticals.
BOT CHORD 2x4 SP No.1 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
Left:2x4 SP No.3 i Installation guide.
REACTIONS. (lb/size) 9=1337/Mechanical,1=1337/0-5-8 (min.0-1-9)
Max Horz 1=130(LC 12)
Max Uplift9=-158(LC 12),1=-138(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-18=23521396,2-18=2235/415,2-3=-2033/323,3-4=-1974/346,4-19=-2062/419,5-19=-1996/441,5-20=-1849/375,
6-20=-1955/357,6-21=-1111/198,7-21=-1111/198,7-22=-1111/198,8-22=-1111/198,8-9=-1292/267
BOT CHORD 1-14=-435/2081,13-14=-230/1304,13-23=-230/1304,23-24=-230/1304,12-24=-230/1304,11-12=-230/1304,
10-11=-333/1848,9-10=-3/13
WEBS 5-11=-69/773,5-14=-157/958,4-14=-367/185,2-14=-336/162,6-11=-449/170,6-10=-1134/205,7-10=-267/114,
8-10=-284/1605
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=oft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13,Interior(1)24-7-0 to 33-5-4 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 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 158 lb uplift at joint 9 and 138 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 I Truss "Truss Type Qty Ply '
7327 •TOB Roof Special
1 1 Job Reference(optional)
Buidng Component Supply,Green Cove Spnngs,FL Run:7.820 s Anpprr 30 2015 Pont:7.620 s Apr 30 2015 fhTek Industries,Inc.Tue Jun 16 14:45:28 2015 Page 1
ID:0S7VY55ZG2cyehlmUFHn6Hz7 WL-S9rXQbj3_tHVlfxB_FT5SAdv0g21yNIMQAfz5hYr`
20-7-0
67-11 11-2-10 16-9-8 22-4-6 26-7-0 27-11-5 33-7-0
' 5-7-11 I 5-6-14 5-6-14 1-4-5' 57 11
14 i 5-6-14 { 514 4-2-10 15 - -
4x5= Scale=1:58.0
5
1 111111111111124
2x4 II 2x4 I 4 6
2x4 w 3x4 i 2x4 I 2x4 i 6.00 12 3x4 2x4 I3 c �7■K
°° 2 `
25 R
!! W4 v
1 C.HWt .c
,�
ts1 s� I t. tit 1343#/-148#
12 26 27 11
13 10 USP-THD26 9
0-5 6- 9) 3x8 MT2OHS= 3x8 MT2OHS= 5x6=
1343#/— I I 3x8= 3x8= 2x4 I,
20-7-0 20-7-0
11-2-10 16-9.8 22 -6 26-7-0 33-7-0
11-2-10 5-6-14 5-6-14 I 4-2-10 I 7-0.0
Plate Offsets(X,Y)— [1:0-0-0,0-1-9],[1:0-3-1,Edge),[9:0-1-14,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.67 10-13 >605 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.10 10-13 >365 180 MT2OHS 187/143
BCLL 0.0 * ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:188 lb FT=20%
11 LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except
T3:2x4 SP No.3 end verticals. Except:
BOT CHORD 2x4 SP No.1 3-6-0 oc bracing:8-20
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,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. -_
REACTIONS. (lb/size) 1=1343/0-5-8 (min.0-1-9),9=1343/Mechanical
Max Horz 1=153(LC 11)
Max Uplift 1=-148(LC 12),9=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-2362/412,2-22=-2245/431,2-3=-2047/342,3-4=-1976/365,4-23=-2059/444,5-23=-1988/465,5-24=-1988/465,
6-24=-2059/444,6-7=-1976/365,7-8=-2047/342,8-25=-2245/431,9-25=-2362/412
BOT CHORD 1-13=-309/2101,12-13=-86/1317,12-26=-86/1317,26-27=-86/1317,11-27=-86/1317,10-11=-86/1317,9-10=-309/2048
WEBS 5-10=-169/979,6-10=-373/195,8-10=-335/158,5-13=-169/979,4-13=-373/195,2-13=-335/158
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=oft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13 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.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 148 lb uplift at joint 1 and 148 lb uplift at joint
9.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)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
1)
Job I russ Truss Type 1 Qty Ply
7327 T09 Roof Speaal 1 1
Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s AApprr 30 2015 Print 7.620$Apr 30 2015 MiTek Industries,Inc.Tue Jun 1614:45:29 15 Page 1
20-7-0 ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-xLPwexkhlyPMvpWOYz?K_N94140zhg9k j5z5hYq
5-7-11 11-2-10 16-9-8 22-4-6 27-11-5 28-7-0 33-7-0 i
5-7-11 5
5-6-14 5-6-14 5-6-14 5-6-14 0-7-11 5-0-0
4x5= Scale=1:57.6
5
24
2 x 4 II 2 x 4 I I
4 6
2x4 2x4
N 3x4 i 2x4 J
6.00',12
3x4
2 3 < < 7 8 2x4 II
22 W2
c/ 1 eb
9 �� `
, -- iiI am . I H7 °t H7 le
--- 12 26 27 11 1343#/-148#
13 10 USP-THD269
0-5-405-1 ) 3x8 MT2OHS= 3x8 MT2OHS= 5x6=
1343#/-14114 1 3x8= 3x8= 2x4
20-7-0 20-7-0
11-2-10 16-9-8 I 22-4-6 26-7-0 I 33-7-0
11-2-10 5-6-14 5-6-14 6-2-10 5-0-0
Plate Offsets(X,Y)— [1:0-0-0,0-1-9],[1:0-3-1,Edge],[9:0-1-14,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.67 10-13 >605 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.10 10-13 >365 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:184 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except
T3:2x4 SP No.3 end verticals. Except:
BOT CHORD 2x4 SP No.1 3-6-0 oc bracing:8-20
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,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1343/0-5-8 (min.0-1-9),9=1343/Mechanical
Max Horz 1=153(LC 11)
Max Uplift 1=-148(LC 12),9=-148(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-2362/412,2-22=-2245/431,2-3=-2047/342,3-4=-1976/365,4-23=-2059/444,5-23=-1988/465,5-24=-1988/465,
6-24=-2059/444,6-7=-1976/365,7-8=-2047/342,8-25=-2245/431,9-25=-2362/412
BOT CHORD 1-13=-309/2101,12-13=-86/1317,12-26=-86/1317,26-27=-86/1317,11-27=-86/1317,10-11=-86/1317,9-10=-309/2048
WEBS 5-10=-169/979,6-10=-373/195,8-10=-335/158,5-13=-169/979,4-13=-373/195,2-13=-335/158
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=34ft;eave=4ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-5,Interior(1)3-4-5 to 16-9-8,Exterior(2)16-9-8 to
20-1-13 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 148 lb uplift at joint 1 and 148 lb uplift at joint
9.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)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
russ runs ype •' •ty
'7327
IT10 GABLE 1 1
I Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Milek Industries,Inc Tue Jun 16 14:45:30 p15 Page 1
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7 WL-PXylrHkJVGXDXz5a6gWLXbB/pbinlQ7a FXz5hYp
3-0-0 9-2-7 15-5-8 21-3-13 27-4-8 27-5-830-3-8 30-7-0 33-7-0
' 3-0-0 6-2-7 6-3-1 5-10-5 6-0-11 0-1-0 2-10-0 0-3-8 3-0-0
4« = Scale=1:65.4
-
12
73 - 74
7 4
7 75
NAILED
6.00 12 7 4x10= NAILED
° Special NAILED NAILED 5 •• �Tg S1�9 ST8 5x6
ST7 NAILE[j ST7
r I NAILED
5x8 5x6% 'T 2 5T5 816 NAILED 4X RAI 5 A • 6 Y .Tt22 76 5x10MT2OHS:I
6�4 I NAILED NAILED 12x12= NAIL • 116 VAI :1 1) �77 NA ED 25
N 4 1 �Jl �� r�c�dl ��- X55 .N
.�T tl� • ior.�t•1'L4•� � ..
1 ni=:yt■mom:- .ur...�urrrrrrrrrrrrrrn�viri1�1ur r�ar_i�ura:K �rr_a�1L4 i
C :e r*/-2
57 58 32 59 31 60 61 62 2863 64 27 65 66 67 26
33 0. Qg1 J4) Special
NAILED NAILED 5x8= 3x8 MT20HS= NAILED NAILED NAILED 7x10__ NAILED NAILED NAILED NAILED 5x8=
1612 122811 NAILED NAILED NAILED NAILED NAILED NAILED
)
20-7-0 20-7-0
3-0-0 9-2-7 15-5-8 21-3-13 21-7$ 27-4-8 27/5-8 33-7-0
' 3-0-0 6-2-7 6-3-1 5-10-5 0311 5-9-0 0)1-0 6-1-8
Plate Offsets(X,Y)- [1:0-8-0,0-0-5],[2:0-5-4,0-2-121,[8:0-6-0,0-4-8],[9:0-4-12,0-1-8],[21:0-2-8,0-2-01,I25:Edge,0-3-8],[28:0-2-0,Edge],[32:0-4-0,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.28 27-29 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.72 27-29 >557 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.18 26 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:312 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2'Except TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins,
T3:2x4 SP No.2,T4:2x6 SP No.1 except end verticals. Except:
BOT CHORD 2x4 SP No.1 1 Row at midpt 3-6,6-8
WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing.
W3:2x4 SP No.2 WEBS 1 Row at midpt 21-26
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):6,8,21,16,11,18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1612/0-5-8 (min.0-1-14),26=1664/Mechanical
Max Horz 1=133(LC 24)
Max Uplift 1=-228(LC 8),26=-230(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3172/453,2-3=-4086/683,3-4=-2424/535,4-6=-2424/535,6-8=-2424/535,8-9=-1578/353,9-11=-1578/353,
11-13=-1578/353,13-15=-1578/353,15-16=-1578/353,16-18=-1578/353,18-19=-1578/353,19-21=-1578/353,
21-23=-123/1397,23-24=-123/1397,24-55=-265/25,55-56=-265/25,25-56=-265/25,25-26=-513/98,3-69=-1902/200,
69-70=-1869/201,5-70=-1784/212,5-71=-1965/323,71-72=-1859/326,72-73=-1837/336,7-73=-1766/336,
7-10=-1847/419,10-12=-1844/397,12-74=-1815/369,14-74=-1886/360,14-75=-1859/304,17-75=-1917/296,
17-20=-1875/242,20-76=-1880/235,22-76=-1897/232,22-77=-1858/186,24-77=-1879/181
BOT CHORD 1-33=-422/2792,33-57=-416/2800,57-58=-416/2800,32-58=-416/2800,32-59=-283/2182,31-59=-283/2182,
1 31-60=-283/2182,30-60=-283/2182,30-61=-292/2159,61-62=-292/2159,29-62=-292/2159,28-29=-603/3922,
28-63=-603/3922,63-64=-603/3922,64-65=-603/3922,27-65=-603/3922,27-66=-603/3922,66-67=-603/3922,
67-68=-603/3922,26-68=-603/3922
WEBS 2-32=-277/1335,2-33=0/184,6-32=-687/265,8-30=0/291,8-32=-415/1974,8-29=-218/1244,21-26=-3800/600,
16-29=0/202,21-29=-720/106,21-27=0/271,9-10=-346/1445,7-8=-190/175,4-5=-445/228,11-12=-89/50,14-15=-210/128
,17-18=-192/108,19-20=-44/4,22-23=-184/98
l 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=oft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional);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 MT20 plates unless otherwise indicated.
6)All plates are 2x4 MT20 unless otherwise indicated.
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)Refer to girder(s)for truss to truss connections.
Continued on page 2
Job Truss Truss Type Qty Ply
7327 T10 GABLE 1 1
Job Reference(option
Budding Component Supply,Green Cove Springs,FL Run 7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jun 16 14:45:30 2015 Page 2
ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-PXylrHkJVGXDXz5a6gWZXbiBpUnIQ7aWc 1 XFXz5hYp'
NOTES-
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 lb uplift at joint 1 and 230 lb uplift at joint 26.
12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
13)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord.
14)"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.
15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)124 lb down and 114 lb up at 3-0-0 on top chord,and 38 lb down and 19
lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
16)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=-60,24-25=-60,26-52=-20,3-10=-60,10-24=-60
Concentrated Loads(lb)
Vert:2=-9(F)32=-22(F)33=-29(F)30=-22(F)29=-22(F)10=-15(F)5=-15(F)14=-15(F)17=-15(F)55=-15(F)56=-15(F)57=-22(F)58=-22(F)59=-22(F)60=-22(F)
61=-22(F)62=-22(F)63=-22(F)64=-22(F)65=-22(F)66=-22(F)67=-22(F)68=-22(F)69=-15(F)70=-15(F)71=-15(F)72=-15(F)73n-15(F)74=-15(F)75=-15(F)
76=-15(F)77=-15(F)
'Job 'Truss Truss Type I Qty Ply
117327 I T11 GABLE 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 Wl'ek Industries,Inc.Tue Jun 16 14:45:30 015 Page 1
20-7-0 ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-PXyIrHkJVGXDXz5a6gWDCbiG4Ufl XFXz5hYpt
5-0-0 9-5-8 13-11-0 18-11-0
5-0-0 45-8 45-8 5-0-0
4x5= Scale=1:37.2
3 I 5 •
NAILED NAILED, L NAILED
6x8 r 4x5= —' D i� 4x5=
ST2 6,. =
6.00 12 ITf ►2`� LED SIT?
NA ED
±III I I 11■rl_I 11 i mil
NAILED a ■
11 ti 23 t 4 1 8 0 i I
n B, t n 62
�� 25 12 28 11 27 10 28 29 30 9 31
Z
NAILED NAILED 3x4= 3x8 NAILED NAILED NAILED 4x6
4x6 !I
0-3-8(0-1-8) NAILED NAILED 0-3-8(0-1-8)
1259#/-533# NAILED 1258#/-533#
20-7-0 20-7-0
5-0-0 9-5-8 13-11-0 I 18-11-0
5-0-0 4-5-8 4-5-8 5-0-0
Plate Offsets(X,Y)— [1:0-2-12,0-0-11],[2:0-4-12,Edge],[3:0-4-3,0-2-4],[4:0-1-8,0-1-0],[6:0-0-13,0-2-4],[7:0-4-12,Edgel,[8:0-2-12,0-0-11]
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 0.64 Vert(LL) 0.11 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.18 9-10 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.14 Horz(TL) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing.
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):4
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=1259/0-3-8 (min.0-1-8),8=1258/0-3-8 (min.0-1-8)
Max Horz 1=73(LC 7)
Max Uplift1=-533(LC 8),8=-533(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-23=-2116/930,2-23=-2052/944,2-3=-2113/1040,3-4=-1657/867,4-6=-1657/867,6-7=-2113/1040,7-24=-2051/944,
8-24=-2115/930,3-32=-561/232,32-33=-503/217,5-33=-418/212,5-34=-418/212,34-35=-503/217,6-35=-561/232
BOT CHORD 1-25=-790/1832,12-25=-790/1832,12-26=-795/1844,11-26=-795/1844,11-27=-795/1844,10-27=-795/1844,
10-28=-795/1843,28-29=-795/1843,29-30=-795/1843,9-30=-795/1843,9-31=-790/1831,8-31=-790/1831
WEBS 2-12=-92/305,7-9=-92/304,4-10=-124/56,2-10=-203/337,7-10=-203/370
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp B;Enc.,GCpi=0.18;MWFRS(directional);porch left and right exposed;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 533 lb uplift at joint 1 and 533 lb uplift at joint
8.
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.
12)"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.
13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-3=-60,6-7=-60,7-8=-60,17-20=-20,3-5=-60,5-6=-60
Continued on page 2
Job Truss Truss Type Qty Ply
i i
17327 T11 GABLE 1 1
i Job ReferenceAoptionalL
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 M4Tek Industries,Inc.Tue Jun 16 14:45:30 2015 Pne 2
I D:0S7VY55ZG2cyeh I mUF Hn6Hz7_W L-PXylrHkJVGXDXz5a6g WZXbiG4UnnQKY Wc6XXFX25hYp
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:2=-70(F)7=-70(F)11=-48(F)12=-48(F)9=-48(F)23=2(F)24=2(F)25=-151(F)27=-48(F)28=-48(F)29=-48(F)31=-151(F)32=-70(F)33=-70(F)34=-70(F)
35=-70(F)
0. MSS russ ype 0' •y
;7327 T12 Common 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 Welt Industries,Inc.Tue Jun 16 14:45:31 2015 Page 1
20 7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-tjWg3dlxGaf397fmfO1o3oFRFu5x9nRgrH(34n_z5hYo
7-0-0 9-5-8 11-11-0 18-11-0
7-0-0 2-5-8 2-5-8 7-0-0
4x5- Scale=1:32.4
3
••
2x4.\ 2x4//
6.00112 2 4
8 9•
• •
V
1 wa 10
7
5
1
4 , 1 is
B1 B1 U id
`� •..•;❖;❖:•;❖•❖:.;.;.;,,,,.;..;.;.;❖:❖:•••-•;•:....•;•;•;•.•;•;❖;•;•••••;•;•;❖:•:...o❖:❖;❖:❖:❖:❖:❖:.❖:.❖:❖:•;❖:•-•;❖:❖ :...•.
3x6 : 6 3x6
5x8=
20-7-0
9-5-8 18-11-0
9-5-8 9-5-8
Plate Offsets(X,Y)— (1:0-2-12,0-0-71,15:0-2-12,0-0-7),(6:0-4-0,0-3-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:81 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins.
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,Right:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 6=986/18-11-0 (min.0-1-13),1=264/18-11-0 (min.0-1-13),5=264/18-11-0 (min.0-1-13)
Max Horz 1=-83(LC 10)
Max Uplift6=-120(LC 12),1=-24(LC 12),5=-24(LC 12)
Max Grav6=986(LC 1),1=294(LC 21),5=294(LC 22)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-175/42,7-8=-109/78,2-8=0/83,2-3=0/178,3-4=0/178,4-9=-3/83,9-10=-109/78,5-10=-175/42
BOT CHORD 1-6=-45/99,5-6=-37/99
WEBS 3-6=-80/0,4-6=-400/203,2-6=-400/203
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.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 9-5-8,Exterior(2)9-5-8 to 12-5-8
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 6,24 lb uplift at joint 1
and 24 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
7327 T13 Common 7 1
1
I Bolding Component Supply,Green Cove Springs,F1 Run:7.620 s 1 Job Reference(optional)
Apr 30 2015 Pnnt 7.620 s Apr 30 2015 MiTek InOustnes.Inc. Tue Jun 1614:45:31 y015 Pg�ggee 1
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-tj 3dbcGaf397fmfO1o3oFTXu6v91Pgr�5hYo
I 7-0-0 I 9-5-8 11-11-0 18-11-0
7-0-0 2-5-8 2-5-8 7-0-0
4x5= Scale:318""=1'
3
/R
2x4\\ 2x4/i
6.00 FIT 2 4
14 • 15
�•
N
T
n 13 W2 16
5
B1 j B1 .J r.
:o
IM 6 ►e
3x6 1' 54= 3x6 I
0-1.6(0-0-8) 0-Mo(0.0-8)
757#/-84# 9-5-8 18-11-0 757At(-84#
9-5-8 9-5-8
Plate Offsets(X,Y)— [1:0-2-8,0-0-15],(5:0-2-8,0-0-15],[6:0-4-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 6-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 I BC 0.81 Vert(TL) -0.32 6-9 >715 180
BCLL 0.0 * Rep Stress Ina YES WB 0.29 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 81 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-9 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=757/0-5-8 (min.0-1-8),5=757/0-5-8 (min.0-1-8)
Max Horz 1=78(LC 11)
Max Uplift1=-84(LC 12),5=-84(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-13=-1122/217,13-14=-1047/233,2-14=-954/235,2-3=-910/226,3-4=-910/226,4-15=-954/235,15-16=-1047/233,
5-16=-1122/217
BOT CHORD 1-6=-131/936,5-6=-131/936
WEBS 4-6=-344/163,3-6=-181/769,2-6=-344/164
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;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5-8,Exterior(2)9-5-8 to 12-5-8
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 1 and 84 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
1 Job Truss I Truss Type 'qty Pty
1 7327 T14 Common Girder 1
2 Job Reference(optional) j
Beading Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc Tue Jun 16 14:45:32 2015 P 1
20-7-0 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-Lw42GzmZ1tnwmHEzD5Y1cOncxIUcu JOz55bYn'
4-11-3 I 9-5-8 I 13-11-13 18-11-0
' 4-11-3 4.85 4-6-5 4-11-3
4x5 I I Scale=1:33.7
3
A•
8.00 12
x5� 3x5
2 4
■
!��� rL W1
i'' ,r r� B111- r I rn fln _61 1 rI1 •I S1
M 15 8 16 17 7 18 19 6 20 21 H
6x8 THD26 3x6 THD26 8x12 MT2OHS— THD26 THD26 3x6 THD26 THD26 6x8
0-5-8(0-3-9) THD26 THD26 0.4-9(0-3-13)
591)x/#1# 64 -2)75#
4-11-3 } 9-5-8 I 13-11-13 I 18-10-8 1841-0
4-11.3 4-6-5 4-6-5 4-10-11 0-6-8
Plate Offsets(X,Y)— [1:0-0-0,0-2-11,[2:0-2-0,0-1-8],[4:0-2-0,0-1-81,[5:0-0-0,0-2-1],[6:0-4-8,0-1-8],[7:0-6-0,0-4-8],[8:0-4-8,0-1-8]
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 0.62 Vert(LL) -0.14 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.35 7-8 >650 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Inc( NO WB 0.75 Horz(TL) 0.08 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:212 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins.
BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3*Except*
W3:2x4 SP No.2
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=5987/0-5-8 (min.0-3-9),5=6428/0-4-9 (min.0-3-13)
Max Horz 1=-78(LC 23)
Max Uplift 1=-751(LC 8),5=-775(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-10883/1368,2-3=-7822/1002,3-4=-7824/1002,4-5=-10960/1342
BOT CHORD 1-15=-1175/9659,8-15=-1175/9659,8-16=-1175/9659,16-17=-1175/9659,7-17=-1175/9659,7-18=-1153/9736,
18-19=-1153/9736,6-19=-1153/9736,6-20=-1153/9736,20-21=-1153/9736,5-21=-1153/9736
WEBS 3-7=-804/6637,4-7=-3236/429,4-6=-287/2807,2-7=-3146/455,2-8=-313/2748
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.
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=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);Lumber DOL=1.60 plate grip DOL=1.60
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 751 lb uplift at joint 1 and 775 lb uplift at joint
5.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-0-12 from the
left end to 17-0-12 to connect truss(es)T10(1 ply 2x4 SP),T09(1 ply 2x4 SP),T08(1 ply 2x4 SP),T07(1 ply 2x4 SP),T06(1 ply 2x4
SP),T05(1 ply 2x4 SP),T04(1 ply 2x4 SP),T03(1 ply 2x4 SP)to back face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
Job Truss Truss Type I Oty-Ply
7327 114 Common Girder 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 taiTek Industries.Inc.Tue Jun 16 14:45:32 2015 Page 2
ID:OS7VY55ZG2cyehlmUFHn6Hz7_WL-Lw42GzmZltnwmHEzD5Y1cOncxlUcu5Wp4x0r JQz5AYn•
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=-60,9-12=-20
Concentrated Loads(lb)
Vert:8=-1323(B)15=-1644(B)16=-1323(B)17=-1318(B)18=-1323(B)19=1323(B)20=-1323(B)21=-1323(B)
Job Truss 'Truss Type Qty Ply
7327 T15 Monopitch Supported Gable 1 1
Job Reference(optional)
Building Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Tue Jun 16 14:45:32 2015 Page 1
9-1-2 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-Lw42GzmZ1tnwmHEzD5Y1cOnj11d0uGEp4x$eJQz5ftYn•
I 13-4-0
13-4-0
Scale=1:20.9
8 --9
3.00 12 20 7 •
6 II
5 •
4 •
3 • • W1
2
• ST7
19 • • ST4 ST ST8
ST3
ST1
• ST2
1
- , b 0131 ] C
♦♦ :dam 52.2:55552:5552:52:5552:2:552:52:52:52:2:552:2;55555552;per:t:::::::52:5555552:2:5552:::::::552:55552:52:555552:52:2:2;2
3x4- 17 16 15 14 13 12 11 10
9-1-2
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Ina YES WB 0.06 Horz(TL) -0.00 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:63 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=11/13-4-0 (min.0-1-8),1=124/13-4-0 (min.0-1-8),11=117/13-4-0 (min.0-1-8),12=105/13-4-0 (min.0-1-8),13=108/13-4-0 (min.0-1-8),
14=101/13-4-0 (min.0-1-8),15=134/13-4-0 (min.0-1-8),16=-12/13-4-0 (min.0-1-8),17=334/13-4-0 (min.0-1-8),9=33/13-4-0 (min.0-1-8)
Max Horz 1=105(LC 8)
Max Upliftl1=-19(LC 8),12=-19(LC 8),13=-18(LC 8),14=-18(LC 8),15=-22(LC 8),16=-12(LC 1),17=-57(LC 8),9=-13(LC 8)
Max Grav10=21(LC 3),1=124(LC 1),11=117(LC 1),12=105(LC 1),13=108(LC 1),14=101(LC 1),15=134(LC 1),16=1(LC 8),17=334(LC 1),9=33(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-19=-161/49,2-19=-153/60,2-3=-115/29,3-4=-110/36,4-5=-92/28,5-6=-77/23,6-20=-61/14,7-20=-58/17,7-8=-39/12,
8-9=-12/6
BOT CHORD 1-17=0/0,16-17=0/0,15-16=0/0,14-15=0/0,13-14=0/0,12-13=0/0,11-12=0/0,10-11=0/0
WEBS 8-11=-87/97,7-12=-80/78,6-13=-80/53,5-14=-77/50,4-15=-97/69,3-16=-29/5,2-17=-238/213
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=24ft;eave=2ft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 13-4-0 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/1'P!1.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 11,19 lb uplift at joint 12,
18 lb uplift at joint 13,18 lb uplift at joint 14,22 lb uplift at joint 15,12 lb uplift at joint 16,57 lb uplift at joint 17 and 13 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Pry
7327 716 Monopildr 10 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. Tue Jun 16 14:45:32 2015 1
9-1-2 ID:OS7VY55ZG2cyehlmUFHn6Hz7WL-Lw42GzmZltnwmHEzD5YlcOneDIX9u12p4xle ZM
6-6-7 13-4-0
6-6-7 6-9-8
Scale3=1:21.8
2x4 t1
3.00,12 10
3x4
2
n/3
9
W1
1
5
d I CB1 et
qqX
• 3x8 I I 4 I USP-THD26 3x4 5271/-92Si
3x4=
0-5-8(0-1-8)
522# 9-1-2
6-6-7 13-4-0
6-6-7 6-9-8
Plate Offsets(X,Y)— [1:0-3-2,0-8.4],[1:0-0-0,0-1-7],[3:0-2-3,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 4-5 >964 180
BCLL 0.0 * Rep Stress Ina YES WB 0.97 Horz(TL) 0.03 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:59 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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=527/Mechanical,1=527/0-5-8 (min.0-1-8)
Max Horz 1=104(LC 8)
Max Uplift4=-92(LC 8),1=-62(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-9=-1119/135,2-9=-1049/144,2-10=-90/0,3-10=-36/7,3-4=-170/102
BOT CHORD 1-5=-210/1056,4-5=-210/1056
WEBS 2-5=0/275,2-4=-1062/214
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 13-2-4 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 92 lb uplift at joint 4 and 62 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
.. toss toss ype • y
7327 T17 Common Structural Gable 1 1 I
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015NiTek Industries,Inc.Tue Jun 16 14:45:32 2015 Pa 1
10-1-2 ID:0S7VY55ZG2cyehlmUFHn6Hz7_WL-Lw42GzmZltnwmHEzD5Y1c0nXwlPeuEhp4xxeJ Y11►
7-0-0 9-2-8 11-5-0 18-5-0
7-0-0 2-2-8 2-2-8 7-0-0
Scale=1:28.9
4x5-
2
cl 4.00 12
30 % \ 31
T TI
• Vtl1 •
•
•
29 T4 ST4 ST3 • 32
•
•
ST2 ST2
•
ST1 OT'
•
•
01 81 10 0 0 i �' L Bt Ig
0 d
4
1
3x5: 5x8__
3x5
0-3-8(0-1-8) 0-3-8(0-1-8)
728#/-263# 728#/-263#
10-1-2 10-1-2
9-2-8 18-5-0
9-2-8 9-2-8
Plate Offsets(X,Y)— [1:0-1-0,Edge],[2:0-2-8,0-2-4],[3:0-4-8,Edge],[4:0-4-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.32 4-22 >683 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.54 4-22 >407 180
BCLL 0.0 * Rep Stress lncr YES WB 0.16 Horz(TL) 0.04 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:80 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=728/0-3-8 (min.0-1-8),3=728/0-3-8 (min.0-1-8)
Max Horz 1=32(LC 11)
Max Uplift 1=-263(LC 12),3=-263(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-29=-1393/1068,29-30=-1339/1069,2-30=-1309/1087,2-31=-1309/1087,31-32=-1339/1069,3-32=-139311068
BOT CHORD 1-22=0/0,1-1=-469/623,1-4=-967/1270,3-4=-967/1270,3-26=0/0
WEBS 2-4=-422/425
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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-2-8,Exterior(2)9-2-8 to
12-2-8 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) 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 studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 1 and 263 lb uplift at joint
3.
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 I russ Type Qty Ply
,7327 718 Common 4 1 1
Job Reference(optional) 1
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pint:7.620 s Apr 30 2015 AMTek Industries.Inc.Tue Jun 16 14:45:33 2015 Page 1
10-1-2 1D:0S7VY55ZG2cyehlmUFHn6Hz7_WL-p6eQTJnCoBvnOQp9np3G9DKq_hp7dfAyl 51Ym d
700 9-2-8 11-5-0 1850
7-0-0 2-2-8 2-2-8 7-0-0
Scale=1:29.9
4x5=
3
4.00 I 12 2x4 Q 2x4//
'o' IV 4
14
2 15
18
13
r�r
5
1
4 Ai
!4
01 I D1 d
3x4= 5x8— 3x4=
0-3-8(0-1*e II 34148(0-1-8)
737#/-265# 737#/-285#
10-1-2 10-1-2
18-5-0
9-2-8
9-2-8 9-2-8
Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:0-0-0,0-1-6],[2:0-0-0,0-0-01,[5:0-0-0,0-1-6],[5:0-3-5,Edge],[6:0-4-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.20 6-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.27 6-12 >807 180
BCLL 0.0 - Rep Stress Ina YES WB 0.28 Horz(TL) 0.03 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:73 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-1 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=737/0-3-8 (min.0-1-8),5=737/0-3-8 (min.0-1-8)
Max Horz 1=32(LC 11)
Max Uplift1=-265(LC 12),5=-265(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-13=-1409/1042,13-14=-1357/1043,2-14=-1307/1055,2-3=-1156/986,3-4=-1156/986,4-15=-1307/1055,
15-16=-1356/1043,5-16=-1409/1042
BOT CHORD 1-6=-957/1287,5-6=-957/1287
WEBS 3-6=-652/722,4-6=-372/203,2-6=-372/203
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp 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 9-2-8,Exterior(2)9-2-8 to 12-2-8
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 265 lb uplift at joint 1 and 265 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
7327 'V01 Valley 11 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.Tue Jun 16 14:45:33 2015 Page 1
23-5-13 ID:0S7VY55ZG2cyehImUFHn6Hz7_WL-p6eQTJnCoBmOQp9np3G9DKtQhx djhylbllss25hIm 4
5-0-6 10-0-12
5-0-6 5-0-6
Scale=1:17.2
4x5=
2
6.00 12 .1
7
6
ST1 8
5
3
1
—B1
4
2x4 2x4 l; 2x4
23-5-13
0-0-8 10-0-12
0-0-8 10-0-4
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) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Ina- YES WB 0.05 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:32 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=161/9-11-12 (min.0-1-8),3=161/9-11-12 (min.0-1-8),4=383/9-11-12 (min.0-1-8)
Max Horz 1=-36(LC 10)
Max Uplift1=-27(LC 12),3=-27(LC 12),4=-25(LC 12)
Max Grav1=162(LC 21),3=162(LC 22),4=383(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-5=-89/39,5-6=-42/42,2-6=-20/52,2-7=-20/52,7-8=-35/42,3-8=-89/39
BOT CHORD 1-4=-0/35,3-4=-0/35
WEBS 2-4=-254/126
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)0-7-9 to 3-7-9,Interior(1)3-7-9 to 5-0-6,Exterior(2)5-0-6 to 8-0-6
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 1,27 lb uplift at joint 3 and
25 lb uplift at joint 4.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
I
Job Truss Truss Type Qty Ply .
7327 V02 Valley
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 MTek Industries,Inc.Tue Jun 16 14:45:33 20115,Page 1
ID:0S7VY55ZG2cyehlmUFHn6Hz7_VVL-p6eQTJnCoBvfOQp9np3G9DKvrhwNdlTylb Vm R
245-13 3-0-6 6-0-12
i 30-6 3-0-6
Scale=1:11.9
3x4=
2
6.00 riT
3
1
C/ 61 �\i \_
6 ••/•••••••■.❖.❖:❖•❖.❖•❖.❖■••❖■❖■❖••••••.❖•❖.❖.❖..•••.••••❖.❖.❖.❖.❖•.••❖:❖.❖•:∎:∎■ �••••❖.•4I❖.❖.•••V••••.❖. 4
6 ••••••••••••••••••••••• • • ••••• •••••••••••• AMAI••• • •••••••• •••• AIV,O • •• VatAtt ••••• • o
2x4 2x4
24-5-13
6-0-4 6412
I 6-0-4 0-f1-8
Plate Offsets(X,Y)— [2:0-2-0,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 1 Code FBC2014/TPI2007 (Matrix) _ Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=192/5-11-12 (min.0-1-8),3=192/5-11-12 (min.0-1-8)
Max Horz 1=20(LC 11)
Max Uplift1=-21(LC 12),3=-21(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-186/130,2-3=-186/130
BOT CHORD 1-3=-78/143
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 21 lb uplift at joint 3.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard