1702 ATLANTIC BEACH DR - TRUSSES (2) Building Component Supply, Inc.
4627 J.P. Hall Blvd. Suite 208
BCSGreen Cove Springs, FL 32043
Bu4Oiec Coavox¢Nr SUPPLY.IN. Tel: (904) 297-9390
Re : 8959T0 Date: 01/19/16
Site Information: Project Customer:Toll Brothers Model Name :Captiva
Lot/Block: 081 Subdivision :Atlantic Beach Country Club
Elevation :Caribbean
Site Address: 1702 Atlantic Beach Drive
Atlantic Beach St: FL Zip:
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 75 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 61GI5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Date Truss ID# Seal#
58 01/07/16 T37 A0088935
59 01/07/16 T38 A0088936
60 01/07/16 T39 A0088937
61 01/18/16 T40 A0088938
62 01/18/16 T41 A0088939
63 01/18/16 T42 A0088940
64 01/18/16 T43 A0088941
65 01/18/16 T44 A0088942 OFFICE COPY
66 01/13/16 T45 A0088943
67 01/13/16 T46 A0088944
68 01/07/16 T47 A0088945
69 01/07/16 T48 A0088946
70 01/07/16 T49 A0088947
71 01/07/16 T50 A0088948
72 01/18/16 T51 A0088949
73 01/07/16 T52 A0088950
74 01/18/16 T53 A0088951
75 01/18/16 T54 A0088952
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 Digitally signed by Julius
professional engineering responsibility solely for the truss Lee
components shown.The suitability and use of this component
for any particular building is the responsiblity of the building J���S ervsK CF DN: c=US, st=Florida,
Yp 9 P Y g • � ....•��; I,.
desinger,perANSI(TPM Section 2. * p `��(�*' l=BOynton Beach, o=Julius
=p' W_ Lee, cn=Julius Lee,
STATE OF ,••���
!�, S•.FLORIOP.•'�(��� email=leeengr @aol.com
/ONA1.
Date: 2016.01.19 09:44:56
-05'00'
Page 2 of 2
Job Truss
-Truss Type _ Qty 'Ply
8BuilldiO Component Supply.Green Floor
Job Reference(optional) ' II
en Cove Springs.FL Run:7.620 s Apr m 30 Isk Print:B9G s Apr 8 2015 3_ed Industries.Inc.Tue Jan 19 08:14:48 E3O Page T
Building ID:6cfcglm91skT8ToaB9GDR 831-CD3_edLiCYEtwpW?MsPIfH4Pjb6hD43iE3tJthdztser
1-2-0 0-6-0 1-3-0 3x4 4-1.8
r 4
1 3r6 2 1.5x3 3 1.5x3 Scale=1:9.1
- . Ti I
_• - 9
I
`�, / �i 1.5x3
W�
j/
i
II �-
/ ,_
3x4 3x4 Lir
8 7 6
188#/0# 3x4=
3x4 0-3-0(0-1-8)
1-6.8 1-9.8 2-0-8 , 3-8-0
MSH422 1-6-8 0-3-0 0-3-0 1-7-8 182#O#
Plate Offsets(X,Y)— [4:0-1-8,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) I/def Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 6 >999 240
BCLL 0.0 Rep Stress[nor YES WB 0.09 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:25 lb FT=20%F,11%E
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-0 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=188/Mechanical,5=182/0-3-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-182/0,5-9=-174/0,4-9=-174/0,1-2=-140/0,2-3=-140/0,3-4=-140/0
BOT CHORD 7-8=-0/0,6-7=0/140,5-6=0/9
WEBS 4-6=0/174,1-7=0/188,2-7=-112/0,3-6=-108/0
ilNOTES-
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
Job 'Truss Truss Type Qty 'Ply
8959T0 F04 ,GABLE 1 1
,Job Reference(optional) Page 1-
Building Component Supply,Green Cove Springs,FL Run;7.620
ID:6cfcgl 9 TBToaB9G0 s Apr 30 1--CD3 a LiC EtwpWcM PlfH 4Pxb7dDn 19 :48 20iOthdz ser
0-1-8
2 1.5x3 3 1.5x3 4 3x4 II
1 3x4 Scale=1:9.1
- ■ T1 N,
9 r -N., N
N N,
1.5x3
9 W1! W2 -T1 ST1 W1 W1 9
BL 1 I
IL-I
' B1
.....................•....................... ..................................
••••❖•❖••❖••••••••••••❖, •••• •, •,•,•,• •,•,•, •, •, •,•,•, •,•,•, •, ., •, ,, ,•,•,,, ,. ,.,.,.,. ,.,•,. ,.,.,.,.
8 7 6 5
3x4 3x4 1.5x3 ' 3x4 I
(0-1-8) (0-1-8) (0-1-8) (0-1-8)
1-6-12 2-10-12 3-10-8
1-6-12
Plate Offsets(X,Y)-- [7:0-1-8,Edg # 175#/0# 1-4-0 126#/0# - 0 11-12 33#/08
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud 1 PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 1 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 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:23 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-8 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) 8=58/3-10-8 (min.0-1-8),5=33/3-10-8 (min.0-1-8),7=175/3-10-8 (min.0-1-8),6=126/3-10-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 8-9=-52/0,1-9=-52/0,4-5=-30/0,1-2=0/0,2-3=0/0,3-4=0/0
BOT CHORD 7-8=0/3,6-7=0/0,5-6=0/0
WEBS 2-7=-157/0,3-6=-115/0,1-7=-4/0
NOTES-
1)Gable requires continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
3)Gable studs spaced at 1-4-0 oc.
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
8959T0 F07 Floor Girder 1 1 •
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 AfTek Industries,Inc.Tue Jan 19 08:14:48 204 Page 1
ID:6cfcglm9IskT8ToaB9GDRRzy831-CD3_edLiCYEtwpW7MSPlfH41gb21D13iE3Othdztser
3x6 0_t 8
1-3-0 MSH422 1-0-11
F
1 3x6= 2 1.5x3 3 1.5x3 i 9 4 Scale=1:9.1
MS 22 'N—N i \NNN W1 w1 wi\
W1 13L1 4 L1 q
L__
s1
K.MSH422 7i4 6
489#/0#
3x4
3x4
0-3.6(0-1-8)
1-7-8 2-1-14 2-8-3 - 4-3.11
1-7-8 0-6-6 - I 0-6-6 F 1-7-8 620#/0#
Plate Offsets(X,Y)- [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/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.01 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.02 7-8 >999 240
BCLL 0.0 Rep Stress Ina NO WB 0.28 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:27 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc puriins, 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=489/Mechanical,5=620/0-3-6 (min.0-1-8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-464/0,4-5=-629/0,1-2=-453/0,2-3=-453/0,3-9=-453/0,4-9=-453/0
BOT CHORD 7-8=0/0,6-7=0/453,5-6=0/0
WEBS 4-6=0/592,1-7=0/592,2-7=-427/0,3-6=-311/0
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.
6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-10-4 from the left end to connect truss(es)F08(1
ply 2x4 SP)to front face of top chord.
7)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-7-8 from the left end to connect truss(es)F06(1
ply 2x4 SP)to back face of top chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)367 lb down at 3-10-4 on top chord.
The design/selection of such connection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:5-8=-10,1-4=-100
Concentrated Loads(Ib)
Vert:2=-375(F=-287,B=-88)9=-287(F)
Job Truss Truss Type 'Qty Ply
8959T0 PB01 Piggyback 9 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 k4Tek Industries,Inc.Tue Jan 19 08:14:49 201 c Page 1'
I D:6cfcq 1 m91 skTBToaB9GDRRzy831-gPd MryMKysMkYz5BwZwXBUd U I_P9yYhrSj8RE3ztseq
Scale=1:17.8
2x4 .I
3
6.00 12
6 N
W1 N
T1
R
M
5
2
ci
q 1 81 _
0 0
NI
to
4
2x4 2x4
6-1-8
6-1-8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.02 1 n/r 120
BCLL 0.0 * 1 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=198/5-1-15 (min.0-1-8),2=240/5-1-15 (min.0-1-8)
Max Horz 2=121(LC 12)
Max Uplift4=-77(LC 12),2=-61(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/15,2-5=-119/25,5-6=-110/39,3-6=-110/59,3-4=-148/218
BOT CHORD 2-4=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 5-11-12 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 4 and 61 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.
7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
LOAD CASE(S) Standard
�1
Job Truss Truss Type Qty Ply
8959T0 TO1 Jack-Open '4 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 WfTek Industries,Inc.Tue Jan 19 08:14:49 201°.Page 1
I D:6cfcq I m91skT8Toa89GDRRzy831-g PdM ryMKysMkYz5BwZwXBUdTn_NxyYh rSj 8RE 3ztseq
6-2-7 -.
6-2-7
3x4 l I Scale=1:17.5
2
3.00 12
6
5
T1
2x4 I I W2
I ri� _
low
81
1 3
236#/-177#
4 3x4
2x4
0-3.8(0-1-8)
236#/-139#
Plate Offsets(X,Y)— (2:0-2-0,0-1-4),[3:Edge,0-3-8] •
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.12 3-4 >600 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.11 3-4 >636 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=236/0-3-8 (min.0-1-8),3=236/Mechanical
Max Horz4=67(LC 8)
Max Uplift4=-139(LC 8),3=-177(LC 8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-4=-187/171,1-5=-110/65,5-6=-69/67,2-6=-67/75,2-3=-167/195
BOT CHORD 3-4=-121/67
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-0-11 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 139 lb uplift at joint 4 and 177 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 IQty Ply
895970 - FT02 FLOOR 1 Job Reference g (optional) _ I 9
Building Comporien[$uppy.Green Cove Springs.FL Run: : fsl Apr 30 201 oaB9GDRRs 83130201 MKksMkYz58wZwXBUdPh FT 08:14:49 20/il
kr58f E3ztseq `
_ 4-0-0 6-9-0
4-0-0 2-9-0
Scale=1:12.3
0.25 12
7x10
3 2x4 4
1 23x8 11 .
f T1 I
W4 I
g W1 W2 W3
B1
•
\ 6 2x4 I
8 5
728#/0#
4x10
USP JUS24
0-3-8(0-1-8)
849#/0#
0-8-5 4-0-0 6-9-0
0-8-5 3-3-11 2-9-0
_Plate Offsets(X,Y)— [8:0-3-6,0-2-1]
il LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.12 6-7 >562 360 MT20 244/190
TCDL 20.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.17 6-7 >409 240
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc puffins, except
BOT CHORD 2x4 SP No.1 end verticals.
WEBS 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
W3,W2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=724/Mechanical,7=849/0-3-8 (min.0-1-8)
Max Grav5=728(LC 4),7=849(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-7/206,1-2=-837/0,2-3=-853/0,3-4=-84310,4-5=-454/0
BOT CHORD 7-8=0/842,6-7=0/842,5-6=0/842
WEBS 3-6=-393/0,2-7=-842/0
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.
LOAD CASE(S) Standard
i Job Truss Truss Type 'Qty •Ply
895910 FT01 FLOOR ,8 1
j i Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 I Tek Industries,Inc.Tue Jan 1908:14:49 201p Page 1
I D:6cfcq Im9lskT8Toa B9GDRRzy831-g Pd M ryM KysMkYz5BwZwXBUdTLGOyS2r Sj8RE3ztseq
2.6-0 5-4-8 7-2-0 .
2-6-0 2.10-8 1-9-8
Scale=1:13.0
0.25 12
3x5 3 4x5 2x4 - 4 9
1 2 - - I
T1 _ W� _a• I_ alb
I9'. W1 W2 - W5
l- -_--- - [ d
c.
1
2x4 I I 6 2 x 4 I I Illi
8 7
7x10 4x5
0-3-8(0-1-8) 0-5-0(0-1-8)
840#/0# 840#/0#
0-8-5 2-6-0 5-4-8 7-2-0
• 0-8-5 1-9-11 2-10-8 1-9-8
Plate Offsets(X,Y)— [2:0-2-4,0-1-8],[8:0-3-14,0-5-5]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP
TCLL 100.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.07 6-7 >999 360 MT20 244/190
TCDL 20.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.10 6-7 >814 240
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1:2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=840/0-3-8 (min.0-1-8),5=840/0-5-0 (min.0-1-8) •
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-8=-319/0,1-2=-331/0,2-3=-1792/0,3-4=-97/0,4-5=-131/0,4-9=0/0
BOT CHORD 7-8=0/1787,6-7=0/1787,5-6=0/1787
WEBS 2-7=-131/0,3-6=0/70,3-5=-1831/0,2-8=-1518/0
NOTES-
1)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
I-Job 'Truss Truss Type IQty Ply
8959T0 F08 Floor 2 1
Job Reference(optional)
Building Component Supply Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 t Tek Industries.Inc. Tue Jan 19 08:14:49 201, 3 Page 1
I D:6cfcg Im9I skTBToa B9GDRRzy831-gPd MryM KysM kYz5BwZwXBUdVT_KjyU rrSj8RE3ztseg
0-1-8
r-; I 1-3-0 I 0-11-0 0-7-8 Scale=1:13.3
3x4 1.5x3 II 4x6--
1 3x4- 23x4= 3 4 5
ME J Nu ■
ME
\ :
I
I #11, i
Ap
1 10 9 8 7 4x8 6
3x4- 1.5x3 38711/04
354 MSH422
0-5-8(0-1-8)
3811/01 5-4-8 , 5-10-0 _ 6-3-8 7-3-8
5-4-8 0-5-8 0-5-8 1-0-0
Plate Offsets(X,Y)— [3:0-1-8,Edge],[7:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.04 8-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.06 8-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:43 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(ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=381/0-5-8 (min.0-1-8),6=387/Mechanical
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 11-12=-374/0,1-12=-373/0,5-6=-487/0,1-2=-321/0,2-3=-534/0,3-4=-364/0,4-5=-364/0
BOT CHORD 10-11=0/19,9-10=0/596,8-9=0/364,7-8=0/364,6-7=0/0
WEBS 1-10=0/410,2-10=-383/0,2-9=-92/19,3-9=0/239,3-8=-216/0,5-7=0/653,4-7=-276/0
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.
II LOAD CASE(S) Standard
Job Truss Truss Type City Ply
895970 F09 Floor 4 1
;Job Reference(optional) `
Run:7 6
Building Component Supply,Green Cove Springs.FL 20 s Apr 30 2015 Print:7.620 s Apr 30 2015 tvYTek Industries.Inc.Tue Jan 19 08:14:50 2016 Page 1
I D:6cfcci I m91 skTBTo a B9G D R Rzy831-8b B131 NzjAU b97fOTH Rmki9dwOel hw2_h N t_m V ztse p
0-1-8
1-3-0 1-2-8 0-7-8 0-1-8
- ; kale=1:13.8
3x4 1.5x3 I I 4x6
1 3x4 23x4 3 4 5
IBM
I ��
12 N N 133 %/ 1.5x3=
ris III 'r . '- - D- -' - -- IN - --
3x4= 7 4x6= 0
1_...., 10 9 8
3x4 1.5x3 II
3x4 3x4—
0-5-8(0-1-8) 0-3-0(0-1-8)
397#/01f 5.4-8 5-11-12 6-7-0 I 7-7-0 397#/0#
5-4-8 0-7-4 0-7-0 1-0-0 -
Plate Offsets(X,Y)-- [3:0-1-8,Edge],[5:0-1-8,Edge],[7:0-1-8,Edge]
•
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.06 8-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.09 8-9 >940 240
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:43 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. (Ib/size) 11=397/0-5-8 (min.0-1-8),6=397/0-3-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 11-12=-389/0,1-12=-388/0,6-13=-520/0,5-13=-519/0,1-2=-339/0,2-3=-583/0,3-4=-408/0,4-5=-408/0
BOT CHORD 10-11=0/20,9-10=0/634,8-9=0/408,7-8=0/408,6-7=0/27
WEBS 1-10=0/434,2-10=-410/0,2-9=-76/32,3-9=0/247,3-8=-221/0,5-7=0/723,4-7=-332/0
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.
LOAD CASE(S) Standard
Tob Truss Truss Type Qty jPly •
8959T0 F10 1GABLE 11 1
Job Reference(optional) i ''
Bulling Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:14:50 2016 Paget
�� ID:6cfcglm91skT8ToaB9GDRRzy831-8b8131NzjAUb97fOTHRmki91VOp6h7O_hNt_mVztsep
0018
Scale=1:14.0
1 3x4= 2 3 4 5 6 73x4 I I
—� Ti- . —15 ,, 1 _�� 11. ST1 ST7 T' ST1 _W1
B1 •
..................................................................................... ..................
14 13 12 11 10 9 8
3x4 3x4 3x4
1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 7-9-0
1-6-12 1-4-0 1-4-0 1-4-0 1.4-0 0-10-4
Plate Offsets(X,Y)– [13:0-1.8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lldeft 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 8 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) 1 Weight:40 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-9-0 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) 14=58/7-9-0 (min.0-1-8),8=23/7-9-0 (min.0-1-8),13=172/7-9-0 (min.0-1-8),12=141/7-9-0 (min.0-1-8),11=147/7-9-0 (min.0-1-8),10=151/7-9-0
(min.0-1-8),9=12717-9-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 14-15=-52/0,1-15=-52/0,7-8=-21/0,1-2=0/0,2-3=0/0,3-4=0/0,4-5=0/0,5-6=0/0,6-7=0/0
BOT CHORD 13-14=0/3,12-13=0/0,11-12=0/0,10-11=0/0,9-10=0/0,8-9=0/0
WEBS 2-13=-154/0,3-12=-128/0,4-11=-134/0,5-10=-137/0,6-9=-115/0,1-13=-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 Truss 'Truss Type laty Ply -
8959T0 FG02 Flat Girder 1
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 coo 7G MiTek ObUTdSnHEaly?Gv pPo4sOld8wldYlyzttsseo
3-11-12 7-11-8
3-11-12 3-11-12
Scale=1:14.6
Special Special Special
3x8=
3x8 2x4
Special 2
1 ' Special 3
Ti
_
4 W1 _
W2 Wt W2 -
1
1.1 11 11
8 5 9 10
NAILED NAILED NAILED
4x10=
1 42x4
2x4
Special
o-W28) 0-5-8(0-1.8)
NAILED
1688#/-250# 2001#/-161#
3-11-12 7-11-8
3-11-12 3-11-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/det L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.12 4-5 >782 180
BCLL 0.0 • Rep Stress Incr NO WB 0.68 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:76 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=1688/0-5-0 (min.0-1-8),4=1707/0-5-8 (min.0-1-8)
Max Uplift6=-250(LC 4),4=-161(LC 4)
Max Grav6=1688(LC 1),4=2001(LC 2)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-6=-1395/67,1-2=-3428/408,2-3=-3428/408,3-4=-1395/67
BOT CHORD 6-7=-0/0,7-8=-0/0,5-8=-0/0,5-9=-0/0,9-10=-0/0,4-10=-0/0
WEBS 1-5=-423/3553,2-5=-1326/0,3-5=-423/3553
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 6 and 161 lb uplift at joint
4.
8)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)706 lb down at 7-9-12 on bottom
chord. The design/selection of such connection device(s)is the responsibility of others.
12)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 7-9-12 sufficient to connect
truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of
others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-294,4-6=-20
Continued on page 2
Job Truss Truss Type Qty •Ply
895910 FG02 Flat 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 MiTek Industries,Inc.Tue Jan 19 08:14:51 201Fi Page 2
ID:6cfcglm9lskT8ToaB9GDRRzy831•col7GeObUTdSnHEa ty?GvipPo4sQld8w1 dYlyztseo
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:6=-1(F)4=-124(8)7=-216(B)8=-216(B)9=-216(B)10=-216(B)
2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-270,4-6=-20
Concentrated Loads(Ib)
Vert:6=-1(F)4=-561(B)7=-187(B)8=-187(B)9=-187(B)10=-187(B)
12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90
Uniform Loads(plf)
Vert:1-3=-199,4-6=-20
Concentrated Loads(Ib)
Vert:6=-1(F)4=-706(B)7=-98(B)8=-98(B)9=-98(B)10=-98(B)
Job Truss ;Truss Type Oty Ply
8959T0 F05 Floor Girder 1 1
'Job Reference(optional) ,
Building Component Supply,Green Cove Springs,FL - Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Tue Jan 19 08:14:51 2016 Page 1
ID:6cfcq Im91skT8ToaB9GDRRzy831-col7GeObUTdSnHEa 1ylGvijNoywQKr8w1 dYlyztseo
0-1-8
H I 1-3-0 1-7-8 0.1-8
Scale=1:18.5
MSH422 4x6=
1.5x3=- 3x4 3x4 3x4 ''11 3x4 1.5x3=
1 4x6 2 3 4 1 5 6
Ti � —
14 .._LW / IM 15
1 A , / I
, 'N'' ,,, li
. r — i B1 r
INN
13 - 12 11 10 3x6= 8 —
4 x 6= 3 x 4= 1.5x3 I I 4x6
3x4 3x4
0-5-8(0-1-8) 0-3-0(0-1-8)
729#/0# 857#/0#
6-3-0 7-1-8
5-4-8 6-1-8 6-2-4 6-10-8 7 11-3-0
-
.-. 5-4-8 —+ 0-9-0 0--i2 0-7-8 0.1.8' 4-1-8 '
0-0-12 0-1-8
Plate Offsets(X,Y)— [1:Edge,0-1-8],[3:0-1-8,Edge],(6:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.09 8-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.14 8-9 >928 240
BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.02 7 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 5-10-6 oc purlins, except
BOT CHORD 2x4 SP No.1(fiat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=729/0-5-8 (min.0-1-8),7=857/0-3-0 (min.0-1-8)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 13-14=-726/0,1-14=-725/0,7-15=-860/0,6-15=-859/0,1-2=-713/0,2-3=-1650/0,3-4=-2007/0,4-16=-2007/0,5-16=-2007/0,5-6=-870/0
BOT CHORD 12-13=0/38,11-12=0/1328,10-11=0/2007,9-10=0/2007,8-9=0/1610,7-8=0/44
WEBS 1-12=0/918,2-12=-856/0,2-11=0/483,3-11=-611/0,3-10=0/200,6-8=0/1123,5-8=-1029/0,5-9=0/670,4-9=-454/0
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)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 7-5-4 from the left end to connect truss(es)F07(1
ply 2x4 SP)to front face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:7-13=-10,1-6=-100
Concentrated Loads(Ib)
Vert:16=-389(F)
'Job 'Tiuss Truss Type Qty Ply .
8959T0 IGEB02 FLAT 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 Jan 19 08:14:52 2016 Page 1
ID:6cfcq Im9lskT8ToaB9GDRRzy831-4_JVU_ODFnIJPQpmbhTEp7F_uCIX9ICH9hM5gOztsen
3-8-10 7-3-8 10-10-6 14-7-0
I 3-8-10 I 3-6-14 3-6-14 3-8-10
Scale:1/2.=1'
Special
4 1 3x5= 3x8=
1 11 12 2 3x5 — 4 13 _ 14 5
_ _.1 I=,..
I II mil
.._- imo ._,/` i °P,..,„„„
W1 W3
r,, W2 I'i" .WZ / o
—1 i
-- _ 'Btr /- ■_
-
n �[ ■■
. i 9 8 74x6 --
10 4x6 4x10 6
0-3.8(I-8) 0-84A0-1-8)
1427#/-449# 1427#/-4497*
3-8-10 7-3-8 10-10-6 14-7-0
3-8-10 3-6-14 3-6-14 3-8-10
Plate Offsets(X,Y)— [1:0-4-8,0-1-8],[2:0-2-4,0-1-8],[4:0-2-4,0-1-8],[5:0-4-8,0-1-8],[7:0-2-0,0-2-4],[9:0-2-0,0-2-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 59.0 Plate Grip IDOL 1.25 TC 0.55 Vert(LL) -0.22 8 >768 240 MT20 244/190
TCDL 0.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.28 8 >613 180
BCLL 0.0 • Rep Stress Incr NO WB 0.66 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:74 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3"Except' BOT CHORD Rigid ceiling directly applied or 6-4-10 oc bracing.
W2:2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=1427/0-3-8 (min.0-1-8),6=1427/0-3-8 (min.0-1-8)
Max Upliftl0=-449(LC 8),6=-449(LC 9)
FORCES. (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-1376/457,1-11=-2726/856,11-12=-2726/856,2-12=-2726/856,2-3=-4215/1322,3-4=-4215/1322,4-13=-2726/856,
13-14=-2726/856,5-14=-2726/856,5-6=-1376/457
BOT CHORD 9-10=-24/73,8-9=-856/2726,7-8=-856/2726,6-7=-24/73
WEBS 2-9=-1110/412,3-8=-1267/458,4-7=-1110/412,1-9=-911/2902,2-8=-525/1629,4-8=-525/1629,5-7=-911/2902
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-5-4 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)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
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)10,6 considers parallel to grain value using ANSI/7P!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 449 lb uplift at joint 10 and 449 lb uplift at
joint 6.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)882 lb down and 305 lb up at 7-3-8
on top chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:6-10=-20,1-5=-118
Concentrated Loads(Ib)
Veil:3=-882
Job 'Truss Truss Type •Qty Ply
8959T0 T45 GABLE 1 11
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 Jan 19 08:14:52 20146 Page 1
ID:6cfcq Im9IskT8ToaB9GDRRzy831-4_JVU_ODFnIJPQpmbhTEp7FyGCOX9tAH9hM5gOztsen
7-3-8 14-7-0
7-3-8 7-3-8
3-8
4x5 Scale=1:25.2
2
6.00j12
24 25
26
23 Ti 1 i ; T1
v W2 I
BT4 ST4
•T3 ST3 4x10
4x10 3
1 ST2 ST2
ST1 T
o Wtl•• i 1 0•' o
. I i B'. .. ( — d
6
5
4
0-3c8�951-8) 7-3-8 14-1-11 0-31M-8)
- :i4 6-10-3 6-10-3 _
Plate Offsets )-p:0-5-12,0-2-0],(3:0-5-12,0-2-0j 5 9p
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.15 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.16 5-6 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:82 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x6 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing.
W2:2x4 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) 6=565/0-3-8 (min.0-1-8),4=565/0-3-8 (min.0-1-8)
Max Horz 6=115(LC 11)
Max Uplift6=-349(LC 12),4=-349(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-23=-675/762,23-24=-574/764,2-24=-566/780,2-25=-566/780,25-26=-574/764,3-26=-675/762,1-6=-482/509,
3-4=-482/509
BOT CHORD 5-6=-601/513,4-5=-601/513
WEBS 2-5=-415/280
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-3-8,Exterior(2)7-3-8 to
10-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable 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 349 lb uplift at joint 6 and 349 lb uplift at joint
4.
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 - -
i
8959T0 :T46 Common 3 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:14:52 2016 Page 1
I D:6cfcq I m9l skT8ToaB9GDR Rzy831-4_JVU_ODFnIJ PQpmbhTE p7FyOCNf9rbH9hM5�gOztsen
i.. 7-3-8 14-7-0
7-3-8 7-3-8
4x5 Scale=1:28.1
2
6.00!12
8 9
10
7
T1 T1
3x5
3x5 3
1
I
!WI,_-- W2 f----- — - W1 `r?
•
6 5 rl
4x10
211I-8(0-1-8) 0-3.8(0.1$)
5694149# 7-3-8 ___ 14-1-11 56$4/
0-5-5 6-10-3 6-10-3 0-
Plate Offsets(X,Y)– [1:0-1-4,0-1-8],[3:0-1-4,0-1-8],[4:0-2-12,0-1-8],[6:0-2-12,0-1-8] __-
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.13 5-6 >999 180
BCLL 0.0 • Rep Stress Ina YES WB 0.31 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:77 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1:2x6 SP No.2 - -
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=565/0-3-8 (min.0-1-8),4=565/0-3-8 (min.0-1-8)
Max Horz6=133(LC 11)
Max Uplift6=-349(LC 12),4=-349(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-641/722,7-8=-547/723,2-8=-532/740,2-9=-532/740,9-10=-547/723,3-10=-641/722,1.6=-502/531.3-4=-502/531
BOT CHORD 5-6=-287/236,4-5=-257/202
WEBS 2-5=-359/239,1-5=-327/302,3-5=-329/302
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-3-8,Exterior(2)7-3-8 to
10-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 349 lb uplift at joint
4.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Oty Ply
8959T0 F11 Floor 2 1
Job Reference(optional) ,
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wok Industries,Inc.Tue Jan 19 08:14:52 2016 Page 1
ID:6cfcq 1m9lskT8ToaB9GD R Rzy831.4_JV U_OD Fnl JPOpmbhTEp7FxTCJc9oZH9h M5gOztsen
0-1-8
1-3-0 2-0-0 071-8
Scle=1:25.4
4x6 4x6=
1.5x3 1.5x3=
1 2 3 43x6 5 6 7
. T1.
017 ' „'I 18
Y BL1' / \\\ / li q
/ Y
INN
�
16' . 15 14 13 12 11 10 9
4x6 1.5x3 4x6
0-5-8(0-1-8) 0-3-0(0-1-8)
826#/0# 826#/0#
5-4-8 6-4-8 6-5-4 7-4-8 7-6-0 15-4-8
5-4-8 1-0-0 0.0-120.11-4 0:11.-8 7-10-8 •
Plate Offsets(X,Y)— [1:Edge,0-1-8],[3:0-1-8,Edge],[7:0-1-8,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 0.71 Vert(LL) -0.21 11-12 >862 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.32 11-12 >574 240
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.04 8 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:81 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 SS(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 16=826/0-5-8 (min.0-1-8),8=826/0-3-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 16-17=-825/0,1-17=-824/0,8-18=-822/0,7-18=-820/0,1-2=-822/0,2-3=-1959/0,3-4=-2505/0,4-5=-2504/0,5-6=-1966/0,6-7=-820/0
BOT CHORD 15-16=0/43,14-15=0/1526,13-14=0/2505,12-13=0/2505,11-12=0/2505,10-11=0/2383,9-10=0/1535,8-9=0/42
WEBS 1-15=0/1059,2-15=-980/0,2-14=0/602,3-14=-819/0,3-13=-21/310,7-9=0/1057,6-9=-995/0,6-10=0/599,5-10=-579/0,5-11=0/286,4-11=-302/202,4-12=-269/53
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
8959T0 F03 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 Jan 19 08:14:53 2016 Page 1
ID:6cf cglm9IskT8ToaB9GDRRzy831-YAsthKPrO5tA0aOy9P_TLKn5scdTu FmRNL6eNgztsem
0-1-8
1-3-0 1-7-0 0-7-8 0-1-8
Scale=1:25.5
4x6 4x6
1.5x3 1.5x3 II 1.5x3-
1 2 3 4 5 6 7 8•iu r
•.,,,..,,,,,,/,
s-,,,, \. WAA/
■m L..:
1—
18 �� \ 01 1 19 9,r.
f
17' . 16 15 14 13 12 11 10 tv
4x6 1.5x3 I 4x6
0-5-8(0-1-8) 0-3.8(0.1-8)
830#/0# 830#/0#
5-4-8 6-2-0 6-11-8 15-5-8
5-4-8 0-9-8 0-9-8 8-6-0 •
Plate Offsets(X,Y)— [1:Edge,0-1-8],[3:0-1-8,Edge],[8:0-1-8,Edge],[13:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.18 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.28 12-13 >657 240
BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 9 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:81 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-7 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) 17=830/0-5-8 (min.0-1-8),9=830/0-3-8 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 17-18=-829/0,1-18=-827/0,9-19=-826/0,8-19=-825/0,1-2=-826/0,2-3=-1978/0,3-4=-2493/0,4-5=-2493/0,5-6=-2545/0,6-7=-1976/0,7-8=-827/0
BOT CHORD 16-17=0/43,15-16=0/1539,14-15=0/2493,13-14=0/2493,12-13=0/2633,11-12=0/2385,10-11=0/1550,9-10=0/43
WEBS 1-16=0/1065,2-16=-992/0,2-15=0/610,3-15=-751/0,3-14=-13/239,8-10=0/1066,7-10=-1005/0,7-11=0/593,6-11=-569/0,6-12=0/245,5-12=-224/10,
5-13=-456/173,4-13=-112/226
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
8959T0 F01 Floor 7 1
Job Reference(optional)
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:14:53 2018 Page 1
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0-1-8
H I- 1-3- 1-9-0 0-7-8 0-11:-8
Scale =1:27.9
4x6= 4x6 -
1.5x3= 3x6 FP 1.5x3
1 2 3 T7 44x6 5 6 7 8 T2 9•
21 6 3 --_-_-_-_-__L_...r - ,� . ■ r.. -. I 22
q :!^ / I W BL1 V
4 II
B2
20" ' 19 18 17 16 15 14 13 12 11 -10-
4x6 - 1.5x3 1 4x6 3x8 MT2OHS FP 4x6
0-5-8(0.1.8) 1.5x3 0-5-0(0-1-8)
9089/08 908#/0#
5-4-8 6-3-0 7-1-8 16-10-8
5-4-8 0-10-8 ' 0-10-8 ' 9-9-0
Plate Offsets(X,Y)- [1:Edge,0-1-8],[3:0-1-8,Edgej,[4:0-1-8,Edge),[9:0-1-8,Edgej
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.24 15-16 >820 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.38 15-16 >524 240 MT2OHS 187/143
BCLL 0.0 Rep Stress!nor YES WB 0.56 Horz(TL) 0.05 10 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:88 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except
BOT CHORD 2x4 SP SS(flat)*Except* end verticals.
B2:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 20=908/0-5-8 (min.0-1-8),10=908/0-5-0 (min.0-1-8)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 20-21=-909/0,1-21=-908/0,10-22=-903/0,9-22=-902/0,1-2=-915/0,2-3=-2222/0,3-4=-2893/0,4-5=-3089/0,5-6=-2943/0,6-7=-2228/0,7-8=-2228/0,8-9=-914/0
BOT CHORD 19-20=0/47,18-19=0/1701,17-18=0/2893,16-17=0/2893,15-16=0/2893,14-15=0/3166,13-14=0/2706,12-13=0/2706,11-12=0/1720,10-11=0/47
WEBS 1-19=0/1181,2-19=-1093/0,2-18=0/724,3-18=-95510,3-17=0/382,9-11=0/1179,8-11=-1121/0,8-12=0/706,6-12=-665/0,6-14=0/330,5-14=-309/0,
5-15=-213/176,4-15=-113/585,4-16=-527/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
. . . . . .PI
Job Truss Truss Type O
YP N Y
895970 F02 Floor 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 ASTek Industries.Inc.Tue Jan 1908:14:53 201.5 Page 1
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0-1-8
1 3-0 1-6-12 0-7-8 1-2-4 0 1-8
I'f--- i Scale=1:27.9
4x6
1.5x3 3x6 FP 1.5x3--
1 2 3 4 5 6 7 8 9 10
T1 T2 _-_•
22 Z.; " /U 23 qq•- 8111 W3 / / \\' , IjiOil Y
l::: B1 ; 62 .r.u�a
v
.
21 20 19 18 17 16 15 14 13 12- 11
4x6 1.5x3 1.5x3 3x6 FP= 3x6
0-5-8(0-1-8) 0-3-8(0-1-8)
827#/0# 994#/0#
5-4-8 6-1-14 6-11-4 15-3-12 16-10-8
' 5-4-8 . 0-9-6 0-9-6 8-4-8 1-6-12
Plate Offsets(X,Y)- [1:Edge,0-1-8],[3:0-1-8,Edge],[4:0-1-8,Edge],[8:0-1-12,Edge],(10:0-1-8,Edge],[13:0-1-12,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.16 16-17 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.2516-17 >736 240
BCLL 0.0 I Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:91 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 SS(flat)"Except* end verticals.
B2:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:11-12.
REACTIONS. (lb/size) 21=822/0-5-8 (min.0-1-8),12=994/0-3-8 (min.0-1-8)
Max Grav21=827(LC 3),12=994(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 21-22=-826/0,1-22=-825/0,11-23=0/3,10-23=0/3,1-2=-824/0,2-3=-1962/0,3-4=-2479/0,4-5=-2580/0,5-6=-2304/0,
6-7=-1453/0,7-8=-1453/0,8-9=0/70,9-10=0/70
BOT CHORD 20-21=0/43,19-20=0/1534,18-19=0/2479,17-18=0/2479,16-17=0/2479,15-16=0/2578,14-15=0/2011,13-14=0/2011,
12-13=0/869,11-12=-010
WEBS 9-12=-139/0,1-20=0/1062,2-20=-988/0,2-19=0/595,3-19=-754/0,3-18=-27/294,8-12=-1172/0,8-13=0/821,6-13=-785/0,
6-15=0/415,5-15=-387/0,5-16=-114/222,4-16=-196/397,4-17=-396/65,10-12=-93/0
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
8959T0 FG01 Flat Girder 1
2 Job Reference(optional)
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2-10-15 5-8-1 8-5-4 11-2-7 13-11-9 16.10-8___
2-10-15 2-9-3 2-9-3 2-9-3 2-9-3 2-10-15
Scale=1:28.4
Special Special Special Special Special
Special Simla' 3x8 3x4 2x4 3x4 3x6 4x10--
Special
.14x10 2 1c6= 76 3 4 Special 5 6 17 7 Special 8
q Yr W2 • • W2 W1-, . W2 T2 W1 - W2 W1 W2 )1V1
14 13 12 11 10
15 4x10= • 3x8= 3x8 5x10 MT2OHS= 4x10 9
3x4 3x4 II
0-5480116011) 0-5-0(0-1-11)
2851#/0# 2850#/0#
5-8-1 8-5-4 11-2-7 13-11-9 16-10-8
2-10-15 2.10-15
2-9-3 2-9-3 2-9-3 2-9-3 2-10-15
Plate Offsets(X,Y)— [2:0-2-0,0-1-8],[7:0-2-0,0-1-8],[10:0-3-8,0-2-0],[11:0-4-0,0-3-0],[13:0-2-0,0-1-8],[14:0-3-8,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.25 12 >811 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.67 12 >298 240 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.90 Horz(TL) 0.08 9 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.16 12 >999 240 Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2"Except" TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except
T2:2x4 SP No.1 end verticals.
BOT CHORD 2x4 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
62:2x4 SP No.1
WEBS 2x4 SP No.3"Except'
W2:2x4 SP No.2
REACTIONS. (lb/size) 15=2851/0-5-8 (min.0-1-11),9=2850/0-5-0 (min.0-1-11)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-2732/0,1-2=-6258/0,2-16=-9975/0,3-16=-9975/0,3-4=-9975/0,4-5=-11166/0,5-6=-11166/0,6-17=-9818/0,
7-17=-9818/0,7-8=-6240/0,8-9=-2739/0
BOT CHORD 14-15=0/291,13-14=0/6258,12-13=0/9975,11-12=0/10010,10-11=0/6240,9-10=0/291
WEBS 1-14=0/6377,2-14=-2323/0,2-13=0/3972,4-13=-1361/0,4-12=0/1272,5-12=-894/0,6-12=0/1235,6-11=-1383/0,
7-11=0/3851,7-10=-2316/0,8-10=0/6357
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:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)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 C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
11)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 16-8-12 sufficient to connect
truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of
others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Continued on page 2
Job Truss Truss Type Qty iPly
8959T0 FG01 Flat Girder 11
2 Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:14:54 201,6 Page 2
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LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-8=-334,9-15=-10
Concentrated Loads(Ib)
Vert:15=-1(F)
2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-8=-294,9-15=-10
Concentrated Loads(Ib)
Vert:15=-1(F)
12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90
Uniform Loads(plf)
Vert:1-8=-1 74,9-15=-10
Concentrated Loads(Ib)
Vert:15=-1(F)
Job Truss Truss Type Qty Ply
895970 1751 Common 9 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 Jan 19 08:14:54 2016 Page 1
ID:6cfcq Im9lskT8ToaB9GDRRzy831-ONQFugQTnO?1 ekz9i6ViuYKKd?_tdljac?rCvHztsel
5-11-0 11-6-8 16-11-0
•
5-11-0 5-7-8 5-4-8
4x5 Scale=1:39.4
4
15
6.00112 14 16
T2 2x4 I I
2x4 5
0
3 T t W3 0 1
W2
13
5x6
2 W1
1 . HW1
B7 B2
8 17 7 18
4x10 3x4 3x8 MT2OHS 3 6
0-5-8(0-1-8) 0-5-8(0-1-8)
671N-158# 7-9-8 16-11-0 671#/-194#
7-9-8 9-1-8
Plate Offsets(X,Y)— [1:0-3-4,0-0-2],[6:0-1-12,0-1-8]
•
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.26 6-8 >786 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.54 6-8 >374 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.21 Horz(TL) -0.03 1 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:92 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 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.
SLIDER Left 2x8 SP No.2 1-6-0 WEBS 1 Row at mid pt 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=671/0-5-8 (min.0-1-8),6=671/0-5-8 (min.0-1-8)
Max Horz 1=129(LC 12)
Max Uplift 1=-158(LC 12),6=-194(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-319/36,2-13=-895/278,3-13=-781/291,3-14=-762/297,4-14=-696/311,4-15=-55/96,15-16=-62/83,5-16=-119/83,
5-6=-174/149
BOT CHORD 1-8=-305/786,8-17=-138/382,7-17=-138/382,7-18=-138/382,6-18=-138/382
WEBS 3-8=-289/228,4-8=-127/556,4-6=-547/208
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-6-8,Exterior(2)11-6-8 to 14-6-8
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=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 158 lb uplift at joint 1 and 194 lb uplift at joint
6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
[Job -Truss Truss Type .Qty (Ply 1
18959T0 150 Common 1 1 .
Job Reference(optional) J `•i Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 t Tek Industries.Inc.Tue Jan 19 08:14:54 2018 Page 1
I D:6cfcq I m9lskT8ToaB9GDRRzy831-ONQFugOTnOT 1 ekz9i6ViuYKFl?2ndlsacTrCvHztsel
5-11-0 11-6-8 19-4-13 --- ,
5-11-0 5-7-8 7-10-5
4x5 Scale=1:40.5
4
6.00'12 15 16
2x4 T2 17
3 T1 4x5
- \\
5
W2 W2
14
5x6 \ ;�%
2 \
\ . ,, , W c
W3
, B1 Ll ! B2
lin
tit 9 18 8 19 7
412 3x4 3x6- 3x4-- 6x4
0-5-6(o-1-8) 0-9-2(u-T-8)
770#/-195# 770#/-209#
7-9-8 15-3-8 18-11-10 19-4-13
7-9-8 7-6-0 3-8-2 0-5-3
Plate Offsets(X,Y)— [1:0-3-8,Edge],[5:Edge,0-1-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.12 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.25 7-9 >907 180
BCLL 0.0 * Rep Stress Ina YES WB 0.20 Horz(TL) -0.03 1 n/a n/a
BCDL 10.0 Code FBC2014/fPI2007 (Matrix-M) Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x8 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=770/0-5-8 (min.0-1-8),6=770/0-9-2 (min.0-1-8)
Max Horz 1=117(LC 11)
Max Uplift 1=-195(LC 12),6=-209(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-399/0,2-14=-1062/345,3-14=-945/366,3-15=-925/373,4-15=-852/386,4-16=-528/241,16-17=-548/222,
5-17=-640/220,5-0=-745/290
BOT CHORD 1-9=-313/920,9-18=-158/567,8-18=-158/567,8-19=-158/567,7-19=-158/567,6-7=-55/70
WEBS 3-9=-278/207,4-9=-119/467,4-7=-165/114,5-7=-56/560
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-6-8,Exterior(2)11-6-8 to 14-6-8
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 195 lb uplift at joint 1 and 209 lb uplift at joint
6.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss 'Truss Type Qty Ply
895970 754 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 frWTek Industries,Inc.Tue Jan 19 08:14:54 2018 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-ONQFugQTnO?1 ekz9i6ViuYKQh?9odnhac?rCvHztsel
9-8-12 19-5.8 - I
9-8-12 9-8-12
Scale=1:30.0
4x5
6
4.00 12 5 �'----- 7
23 4 I' 8 24
9
T13 I; _�1 10•
ril 22 2 ST4 T ST 0r���_ 25
ST3 T I •
ST2
i STt T ��_. 11
1
.. Si • • • ■ - B2 - . -
• is
3x4 21 20 19 18 17 16 15 14 13 12 3x4
3x6
19-5-8 •
19-5-8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress lncr YES WB 0.08 Horz(TL) 0.00 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:79 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) 11=114/19-5-8 (min.0-1-11),1=114/19-5-8 (min.0-1-11),17=99/19-5-8 (min.0-1-11),18=106/19-5-8 (min.0-1-11),19=127/19-5-8 (min.0-1-11),
20=14/19-5-8 (min.0-1-11),21=295/19-5-8 (min.0-1-11),16=106/19-5-8 (min.0-1-11),14=127/19-5-8 (min.0-1-11),13=14/19-5-8 (min.0-1-11),
12=295/19-5-8 (min.0-1-11)
Max Horz 1=-44(LC 10)
Max Upliftll=-25(LC 12),1=-25(LC 12),18=-32(LC 12),19=-40(LC 12),20=-6(LC 12),21=-93(LC 12),16=-32(LC 12),14=-40(LC 12),13=-6(LC 12),12=-93(LC
12)
Max Grav11=114(LC 1),1=114(LC 1),17=99(LC 1),18=107(LC 21),19=127(LC 21),20=14(LC 1),21=295(LC 21),16=107(LC 22),14=127(LC 22),13=14(LC 1),
12=295(LC 22)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-45/26,2-22=-22/49,2-3=-38/87,3-23=-24/82,4-23=-17/85,4-5=-37/119,5-6=-47/144,6-7=-47/144,7-8=-37/119,
8-24=-17/85,9-24=-24/82,9-10=-33/87,10-25=-22/35,11-25=-31/6
BOT CHORD 1-21=-15/55,20-21=-15/55,19-20=-15/55,18-19=-15/55,17-18=-15/55,16-17=-15/55,15-16=-15/55,14-15=-15/55,
13-14=-15/55,12-13=-15/55,11-12=-15/55
WEBS 6-17=-71/0,5-18=-83/123,4-19=-92/120,3-20=-18/19,2-21=-211/269,7-16=-83/123,8-14=-92/120,9-13=-18/19,
10-12=-211/269
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-10-13 to 3-10-13,Exterior(2)3-10-13 to 9-8-12,Corner(3)9-8-12 to
12-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 11,25 lb uplift at joint 1,
32 lb uplift at joint 18,40 lb uplift at joint 19,6 lb uplift at joint 20,93 lb uplift at joint 21,32 lb uplift at joint 16,40 lb uplift at joint 14,6 lb
uplift at joint 13 and 93 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.
LOAD CASE(S) Standard
Job Truss Truss Type 1Qty Ply
8959T0 103 Roof Special 1 1
Job Reference(optional)
Building Component Supply,Omen Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:14:55 2016 Page 1
ID:6cfcq Im9IskT8ToaB9GDRRzy831-VZe60R5Yi7uGuYLGq 1 xRIsYFPMtMB4krebIRjztsek
6-7-0 11-0-0 15-5-0 20-_3-10 _ I 22-1-8
6-7-0 • 4-5-0 4-5-0 4-10-10 1-9-13
Scale=1:39.1
4x5
4
6.00 12 18
2x4 t7 2x4
3 5
T2
9 T1
c W2 W2
16
6 4x5 2x4 II
3x4 W1 W1
2 T3 7�
r? 1 HW1 ••
`4 o • W3 W4 —
a= B1 11 19 10 J B2
I 20 9 ►�
8
3x5 I I 354 3x6 3x8 3x4-
0-4-0(0-1-8) 0-5-8(0-1-8)
6-7-0 15-5-0 22-1-8
879#1.229#— 6-7-0- 8-10-0 • 6-8-8 8794/-2324
Plate Offsets(X,Y)- [10-2-0,0-1-5),[9:0-2-0,0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.43 9-11 >618 180
BCLL 0.0 " Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:114 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing.
SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer 1
Installation guide.
REACTIONS. (lb/size) 1=879/0-4-0 (min.0-1-8),8=879/0-5-8 (min.0-1-8)
Max Horz 1=121(LC 11)
Max Uplift 1=-229(LC 12),8=-232(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-556/31,2-16=-1385/432,3-16=-1311/448,3-17=-1378/560,4-17=-1311/578,4-18=-1314/545,5-18=-1381/527,
5-6=-1369/416,6-7=-47/0,7-8=-38/29
BOT CHORD 1-11=-351/1194,11-19=-209/818,10-19=-209/818,10-20=-209/818,9-20=-209/818,8-9=-380/1111
WEBS 3-11=-329/258,4-11=-234/652,4-9=-211/656,5-9=-323/246.6-9=0/132,6-8=-1341/479
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,
Interior(1)20-3-10 to 21-11-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 1 and 232 lb uplift at joint
8.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss l Truss Type ICHY Ply
895970 104 Roof I i 1
Buildi Component Supply.Green Cove Springs.FL i Run:7.6 :i Job 7.6 Reference(optional)
Special
ng _-- ". - - -20 s Apr 302015 Print:7.620 s Nor 30 2015 triiTek Industries.Inc.Tue Jan 1908:14:55 2018 Peeggse 1
ID:6cf Im91skT8ToaB9GORRzy831-VZ_e60R5Yt7uGuYLG g1xRIsa7PM7MApkreblRjztsek
2-2-8 6-7-0 11-0-0 15-5-0 19-3-10 22-1-8
2-2-8 4-4-8 4-5-0 4-5-0 3-10-10 I 2-9-14
4x5 Scale=1:39.1
4
i 6.00 12
14
2x4 13 2x4
3 5
T2 33
i`
9
tNi
`d 4x5 W5 W5 64x5= 2x4 :l
2x4
7
1
T1 W4 W4 - T4_
9 o? 4vi W6 W7 N
W2 W3
�1 B2 ;
12 11 15 10 16 9 .8 1
3x4 3x8 34 3x8= 3x4
0-4-0(0-1-8) 0-5-8(0-1-8)
6-7-0 15-5-0 22-1-8
8734)/-228# 6-7-0 8-10-0 I 6-8-8 8731/1-2304
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.18 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.40 9-11 >651 180
BCLL 0.0 • Rep Stress Incr YES WB 0.34 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:124 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins.
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=873/0-4-0 (min.0-1-8),8=873/0-5-8 (min.0-1-8)
Max Horz 12=100(LC 11)
Max Upliftl2=-228(LC 12),8=-230(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-12=-58/42,1-2=-38/0,2-3=-1330/405,3-13=-1346/503,4-13=-1282/521,4-14=-1292/519,5-14=-1355/506,
5-6=-1332/412,6-7=-35/1,7-8=-83/58
BOT CHORD 11-12=-386/1102,11-15=-224/809,10-15=-224/809,10-16=-224/809,9-16=-224/809,8-9=-400/1174
WEBS 2-12=-1312/459,2-11=0/116,3-11=-305/232,4-11=-202/623,4-9=-202/634,5-9=-289/222,6-9=48/79,6-8=-1362/474
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-2-8,Interior(1)2-2-8 to 11-0-0,Exterior(2)11-0-0 to
14-0-0,Interior(1)19-3-10 to 21-11-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 lb uplift at joint 12 and 230 lb uplift at
joint 8.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job 'Truss Truss Type Ory ;Ply Inc.Tue Jan 19 08:14:55 201,6 Page 1'
asssTO �'i,705 Roof Special I' Job Reference(optional) t
Run:7.61 1 Apr Building Component Supply.Green Cove Springs,FL D:6cf g1m91skT8ToaB9GDR 88-3- Oe60R5Yi7uGuYLGg21'RRlsa5PM5M71 kreblR'ztsek
. 3-6-8 6-7-0 11-0-0 . 15-5-0 .
' 3-6-8 3-0-8 4-5-0 4-5-0 2-10-10 3-9-14
4x5 Scale=1:38.7
4
6.00 12
I ;,
15
2x4 14 2x4 II
3 T2 T3 5
Q
2x4 H 4x5= 6 4x5 2x4
1 /W5 W5 7
—— Ti 13 //// �\� r:-16 T4 -1
W �� • "
Y /'/� � VV8 rq
N N
ul w W2 W3 / ' \ W7 IN
Bt ,I -- B2
11 17 10 18 9
12 8
3x4 3x8 3x6 3x8- 3x4 --
0-4-0(0-1-8) 0-5-8(0-1-8)
6-7-0 15-5-0 22-1-8 g73#/-�30#
8734/-2294 6-7-0 8-10-0 6-8-8
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 0.23 Vert(LL) -0.18 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.41 9-11 >643 180
BCLL 0.0 • Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:127 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing.
I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=873/0-4-0 (min.0-1-8),8=873/0-5-8 (min.0-1-8)
Max Horz 12=86(LC 11)
Max Upliftl2=-229(LC 12),8=-230(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-12=-108/75,1-13=-28/6,2-13=-28/6,2-3=-1300/405,3-14=-1332/490,4-14=-1272/504,4-15=-1285/506,5-15=-1345/493
,5-6=-1311/409,6-16=-30/7,7-16=-30/7,7-8=-116/81
BOT CHORD 11-12=-395/1158,11-17=-240/810,10-17=-240/810,10-18=-240/810,9-18=-240/810.8-9=-400/1194
WEBS 2-12=-1337/453.2-11=-48/82,3-11=-261/204,4-11=-186/601,4-9=-190/618,5-9=-255/200,6-9=-75/90,6-8=-1361/459
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2)11-0-0 to
14-0-0,Interior(1)18-3-10 to 21-11-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 12 and 230 lb uplift at
joint 8.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss 'Truss Type Oty ' ',
Ply
895970 T06 Roof Special 1 1
1 Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run.7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Af fek Industries,Inc.Tue Jan 19 08:14:56 20∎6 Page 1.
I D:6cfcq I m91 skTBToaB9GDRRzy831-z1YOJMRjJ0F1 t27XgXYAzzPgZpiA5Wyt3I KJz9ztsel
4-10-8 11-0-0 17-1-8 21-8-0 22-1$
4-10-8 6-1-8 61-8 4-6-8 0-5-8
4x5 Scale=1:38.5
6.00 12 3
13 14
T2 T2 3x4-
2x4 4x5 455 2x4
1 4 5
4
..co N j. Ti 12 W4 W4 15 T3 E
W1
v q
6 W1 W2 W3 W3 W5 11 of
W6 I7
r?
B1 — 82
9 16 8 17 7 .
10 6
3x4 3x6 3x4
3x4 3x8
0-4-0(0.1.8) 0-5-8(0-1-8)
6-7-0 15-5-0 21-8-0 85 221•864#/-227# 6-7-0 • 8-10-0 6-3-0
Plate Offsets(X,Y)— 16:0-1-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.18 7-9 >999 240 MT20 244/190
TCDL 10.0 , Lumber DOL 1.25 BC 0.67 Vert(TL) -0.41 7-9 >629 180
BCLL 0.0 • Rep Stress Incr YES WB 0.80 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:123 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3"Except* BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing.
W6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=864/0-4-0 (min.0-1-8),6=850/0-5-8 (min.0-1-8)
Max Horz 10=-72(LC 10)
Max Uplift10=-227(LC 12),6=-220(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-132/101,1-12=-27/11,2-12=-27/11,2-13=-1267/405,3-13=-1183/420,3-14=-1170/417,4-14=-1253/403,
4-15=-36/15,5-15=-36/15,6-11=-126/95,5-11=-121/94
BOT CHORD 9-10=-404/1171,9-16=-262/805,8-16=-262/805,8-17=-262/805,7-17=-262/805,6-7=-385/1151
WEBS 2-10=-1332/444,2-9=-232/178,3-9=-83/482,3-7=-78/465,4-7=-219/171,4-6=-1306/435
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2)11-0-0 to
14-0-0,Interior(1)17-1-8 to 21-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift at joint 10 and 220 lb uplift at
joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Jpb 'Truss Truss Type l Qty 'Ply 1
895970 T07 Roof Special '1 1
,Job Reference(optional) I •
Budding Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 sApr 30 2015 bfi7ek Industries,Inc.Tue Jan 19 08:14:56 2016 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-z1YOJM RjJO FIt27XgXYAzzPg n phd 5bet3l KJz9ztsej
6-2-8 11-0-0 15-9-8 21-8-0 22-1-8
• 6---
2-8 • 4-9-8 4-9-8 5-10-8 0-5-8
4x5 Scale=1:38.2
6.00 12 3
14 3x5
I 3x5 4x5 13 12 T2 4x5 3x4
■ 1 4 5
Ti - T3 —
q 12 2 15 -
1 I W4 W4'
. iV a
W2 W3
I
11
N
LI B;----- -- l l -D liMi
:-- 9 16 8 17 7 F
10 3x8 3x6= 3x8= 6
2x4 3x5=
0.4-0(0-1.8) 0-5-8(0-1-8)
6-7.0 15-5-0 21-8-0 22-1-8
664#/-227# 6-7-0— 8-10-0 --
6-3-0 850,8449#
Plate Offsets(X,Y)- [2:0-1-12,0-3-4],[4:0-1-12,0-3-4],[6:0-2-4,0-1-8],[7:0-1-12,0-1-8],[9:0-2-12,0-1-8] ---_-
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.47 7-9 >549 180
BCLL 0.0 • Rep Stress Incr YES WB 0.50 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:130 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=864/0-4-0 (min.0-1-8),6=850/0-5-8 (min.0-1-8)
Max Horz 10=-56(LC 10)
Max UpIift10=-227(LC 12),6=-220(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-814/322,1-12=-1179/375,2-12=-1179/375,2-13=-1316/442,3-13=-1250/455,3-14=-1236/451,4-14=-1301/438,
4-15=-1165/372,5-15=-1165/372,6-11=-805/316,5-11=-804/315
BOT CHORD 9-10=-40/71,9-16=-272/793,8-16=-272/793,8-17=-272/793,7-17=-272/793,6-7=-34185
WEBS 1-9=-410/1308,2-9=-888/398,3-9=-146/568,3-7=-140/550,4-7=-867/389,5-7=-391/1251
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2)11-0-0 to
14-0-0,Interior(1)15-9-8 to 21-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift at joint 10 and 220 lb uplift at
joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job - Truss 'Truss Type Qty Ply
8959T0 T08 Roof Spedal 1 1
Job Reference(optional) _
Building Cornponent Suppy,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:14:56 20:6 Page 1
I D:6dcq I m91 skT8ToaB9GDRRzy831-zIYOJMRjJ0F1t27XgXYAzzP bspi E5czt31 KJz9ztsej
7-6-8 11-0-0 _ 14-5-8 21-8-0 22-1-8
• 7-6-8 ' 3-5-8 3-5-8 7-2-8 0-5-8
4x5 Scale=1:38.2
6.00112
3 14
3x5
3x5 4x6 T2 T2 4x5 3x4=
1 13 4 5
Ti T3
12 2 \\ a' 15
�• \ \\
' , W4 W4"
W2 W3 i
I
Il 11 c4
B1c-i- }
r":-, 9 16 8 17 7
'10 3x8 3x6= 3x8= 6'..
2x4 3x5
0-4-0(0-1-8) 0-5-8(0-1-8)
864#/-242# 6-7-0--- 15-5-0 22-1-8
6-7-0 8-10-0 I-_ 6-8-8 850#1-231#
Plate Offsets(X,Y)-- (2:0-2-8,0-2-4],(4:0-2-0,0-2-4],(5:0-2-4,0-1-8],[6:0-2-4,0-1-8] -
LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.18 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.42 7-9 >620 180
BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:134 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3`Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W6:2x6 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=864/0-4-0 (min.0-1-8),6=850/0-5-8 (min.0-1-8)
Max Horz 10=-40(LC 10)
Max Upliftl0=-242(LC 8),6=-231(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-10=-811/328,1-12=-951/297,2-12=-951/297,2-13=-1370/492,3-13=-1357/505,3-14=-1339/498,4-14=-1351/484,
4-15=-942/296,5-15=-942/296,6-11=-802/322,5-11=-802/321
BOT CHORD 9-10=-43/62,9-16=-281/786,8-16=-281/786,8-17=-281/786,7-17=-281/786,6-7=-35/81
WEBS 1-9=-330/1085,2-9=-963/455,3-9=-226/664,3-7=-217/641,4-7=-938/442,5-7=-316/1043
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2)11-0-0 to
14-0-0,Interior(1)14-5-8 to 21-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 242 lb uplift at joint 10 and 231 lb uplift at
joint 6.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
iJob 'Truss Truss Type i Qty 1 Ply
8959T0 109 Roof Special 11 1 ,
Job Reference(optional) __
Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620s Apr 30 2015 MiTek Industries,Inc. Tue Jan 19 08:14:57 2046 Pagel
ID:6cfcglm91skT8ToaB9GDRRzy831-Ry6OXiSM4JNcVCikOF3PWAyuED1 bgzF0ly4sWcztsel
4.7.0 8-10-8 11-0-0 13-1-8 _ 17-4-12 21-8-0 22-178
' 4-7-0 4-3-8 2-1-8 2-1-8 4-3-4 4-3-4 0-5-8
6.0O02 4x5
Scale=1:37.9
4 3x4 -
2x4 Ii 4x5 455 2x4 1
1 3x4 - T2 T2 5 3x4 7
T1 --- / —T3 ■
to Y
ri
IV
II1 13 a
11 16 1017 9 ►M
12 8
3x8-- 3x6= 3x8=
3x4 3x8=
0-4-0(0-1.8)
0-5-8(0-1-8)
6-7-0 15-5-0 21-8-0 8�#
864#/-269# 6-7-0 , 8-10-0 6-3-0
Plate Offsets(X,Y)– [8:0-1-12,0-1-8],[9:0-2-5,0-1-8],[11:0-1-13,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.17 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.40 9-11 >653 180
BCLL 0.0 * Rep Stress Ina YES WB 0.80 Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:151 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W8:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer '
Installation guide. .
REACTIONS. (lb/size) 12=864/0-4-0 (min.0-1-8),8=850/0-5-8 (min.0-1-8)
Max Horz 12=-25(LC 10)
Max Upliftl2=-269(LC 8),8=-257(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-12=-110/79,1-14=-10/3,2-14=-10/3,2-3=-817/253,3-4=-1315/476,4-5=-1304/473,5-6=-808/252,6-15=-15/5,
7-15=-15/5,8-13=-102/73,7-13=-101/73
BOT CHORD 11-12=-239/660,11-16=-283/792,10-16=-283/792,10-17=-283/792,9-17=-283/792,8-9=-228/649
WEBS 2-12=-960/338,2-11=-59/441,3-11=-790/347,4-11=-221/648,4-9=-217/634,5-9=-788/347,6-9=-65/447,6-8=-946/332
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2)11-0-0 to
13-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 12 and 257 lb uplift at
joint 8.
il 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
rJob Truss Truss Type i Qty 'Ply �
I8959T0 710 Roof Spode! Run: s Apr 30 1
1 1
Job Reference(optional) _,
Building Component Supply.Green Cove Springs,FL 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 1908:14:57 2016 Page 1
ID:6cfcglm9IskT8Toa89GDRRzy831-Ry6OXiSM4JNCVCikOF3PWAyjCO2Ag2a01y4sWcztset
6-7-0 11-0-0 15-5-0 21-8-0 22-18
• 6-7-0 4-5-0 • 45-0 6-3-0 0-5-8
Scale=1:36.3
3x4 2x4 3x6 3x4 2x4 3x4 -
1 13 2 14 3 4 15
5 16 6
J ;.;,' N - — IT2 — 4—
Tt_ 1 IJ /� —t
N�V / /
;�v�N ii'
/ /
1 W3 W3 W 4
in
N 44
B1 B2
10 17 9 8
7,,
11 3x6 3x8 3x5
2x4 I 3x8
0-4-0(0-1-8) 0-5-8(0-1-8)
6-7-0 15-5-0 22-1-8
864#/-322# 6-7-0 -i 8-10-0 6-8-8 850#/-3f4#
Plate Offsets(X,Y)— [7:0-2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP
TCLL 20.0 j Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.14 8-10 >999 240 MT20 244/190
TCDL 10.0 ! Lumber DOL 1.25 BC 0.62 Vert(TL) -0.33 8-10 >775 180
BCLL 0.0 • 1 Rep Stress Incr YES WB 0.45 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:142 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W5:2x6 SP No.2 ` MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=864/0-4-0 (min.0-1-8),7=850/0-5-8 (min.0-1-8)
Max Uplift/1=-322(LC 8),7=-314(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-11=-813/344,1-13=-770/268,2-13=-770/268,2-14=-770/268,3-14=-770/268,3-4=-770/268,4-15=-760/266,
5-15=-760/266,5-16=-760/266,6-16=-760/266,7-12=-800/336,6-12=-806/339
BOT CHORD 10-11=-9/17,10-17=-295/845,9-17=-295/845,8-9=-295/845,7-8=-20/48
WEBS 2-10=-383/281,4-10=-119/140,4.8=-136/142,5-8=-363/267,6-8=-330/957,1-10=-340/989
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-6-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 322 lb uplift at joint 11 and 314 lb uplift at
joint 7.
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
I8959T0 1711 IRoof Special 1 1 1 ,
_1 'Job Reference(optional)
Building Component Suppy,Green Cove Springs,FL -" Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:14:57 2046 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-Ry6OXiSM4JNCVCikOF3PWAyniD1 ug2Holy4sWcztsei
E— 6.7-0 11-0-0 15-5-0 21-8-0 __? -1_18
6-7-0 + 4-5-0 4-5-0 6-3.0 0-5-8
1 13 2 14 3 4 15 5 16 §cale=1:36.4
F22' — 1 ■ • ix4 - T2 — 5:
..J
■. U 1. 2x4 I / 3 4_-
II 3x6=
,/7/ z t 4 �
14 1042 Bl- . '. - B2
LA 17 10 18 9 19 8 20 21 7
11 3x6=
2x4 3x8 3x8= 3x6
0-4-0(0-1-8) 0-5-8(0-1-8)
880#/-321# 6-7-0 i 15-5-0 --- 22-1-8 859#/-313#
6-7-0 8-10-0 — 6-8-8
Plate Offsets(X,Y)- (6:0-2-4,0-1-8] _
LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.35 8-10 >735 180
BCLL 0.0 • Rep Stress Incr YES I WB 0.47 Horz(TL) 0.01 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:154 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W5,W6:2x6 SP No.2 c required
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=861/0-4-0 (min.0-1-8),7=847/0-5-8 (min.0-1-8)
Max Uplift/1=-321(LC 8),7=-313(LC 9)
Max Gray 11=880(LC 17),7=859(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-11=-810/343,1-13=-684/238,2-13=-684/238,2-14=-684/238,3-14=-684/238,3-4=-684/238,4-15=-667/233,
5-15=-667/233,5-16=-667/233,6-16=-667/233,7-12=-794/335,6-12=-800/337
BOT CHORD 11-17=-7/15,10-17=-7/15,10-18=-263/748,9-18=-263/748,9-19=-263/748,8-19=-263/748,8-20=-22/49,20-21=-22/49,
7-21=-22/49
WEBS 1-10=-319/925,2-10=-383/281,4-10=-110/134,4-8=-138/139,5-8=-353/258,6-8=-302/885
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-5-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 lb uplift at joint 11 and 313 lb uplift at
joint 7.
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
8959T0 112 'Roof Spada! 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 Jan 19 08:14:57 208 Page 1
ID:6cfcglm91skT8Toa89GDRRzy831-Ry6OXiSM4JNcVCikOF3PWAy1001 Tg2r01y4sWcztsei
6-7-0 _ 11-0.0 15-5-0 21-8-0 22-1-8
_
6-7-0 4-5-0 4-5-0 5 6-3-0 6 0-5-8
1 2
— j;cale=1:31.0
9— Ti 2x' 14 3 d: 154• 16
\ 3x6 3114 3 4
\\
5 Y
VV2\. w1 /Wi W3 4 r'
\\ // 4 ;
— gT' -1– — B2
17 10 18 9 19 8 20 21 E
11 7
2x4 3x8 3x6 3x8= 3x6=
0-4-0(0-1-8) 0-5.8(0-14)
900#/-321# 6.7.0 15-5-0 .-- 22-1-8 ---878#/$13#
6-7-0 8-10-0 6-8-8 -_
Plate Offsets(X,Y)– [6:0.2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.17 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.36 8-10 >708 180
BCLL 0.0 • Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:161 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W5,W6:2x6 SP No.2 ' MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=861/0-4-0 (min.0-1-8),7=847/0-5-8 (min.0-1-8)
Max Uplift/1=-321(LC 8),7=-313(LC 9)
Max Grav11=900(LC 17),7=878(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-11=-810/343,1-13=-629/215,2-13=-629/215,2-14=-629/215,3-14=-629/215,3-4=-629/215,4-15=-615/210,
5-15=-615/210,5-16=-615/210,6-16=-615/210,7-12=-794/334,6-12=-800/337
BOT CHORD 11-17=-6/13,10-17=-6/13,10-18=-237/678,9-18=-237/678,9-19=-237/678,8-19=-237/678,8-20=-19/44,20-21=-19/44,
7-21=-19/44
WEBS 1-10=-304/897,2-10=-384/282,4-10=-106/130,4-8=-134/134,5-8=-353/258,6-8=-289/863
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-5-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 lb uplift at joint 11 and 313 lb uplift at
joint 7.
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 -
8959T0 T13 Roof Special Structural Gable i 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 2015IviTek Industries,Inc.Tue Jan 19 08:14:58 26 Page 1
ID: 01 6cfcg lm91skT8ToaB9GDRRzy831-v8gmkl T rdVT7LHwxyae2OU_HdOVZWMAXcpP22ztseh
6-7-0 11-0-0 15-5-0 21.8-0 22-1-8
1 6-7-0 ' 4-5-0 4-5-0 5 6-3-0 60-5.8
_.- . ------_. _--T1 '3— Scale=1:41.4
1g--— 2X4 14 4' 15 2x4 w 16
3x6
#•
,\
' W vvz\ W 1 W3 \
i
4 11`/ 12
81+! , B2 �
18 ..........••❖.•.•••❖♦.......•......••❖❖••...••••......••...❖:♦.......•:..4•..:.:.:•.•..
'-'''FH. 17
11 10 3x8 3x5
2x4 I' 3x8 9 19 8 20 217
0-4-0(0-1-8) 3x6 (0-1-8) (0-1-8)
589#1-236# 1127#/-359# 102#/-60#
6-7-0 15-5-0 22-1-8
6-7-0 8-10-0 6-8-8
Plate Offsets(X,Y)— [7:0-2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.18 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.34 8-10 >545 180
BCLL 0.0 • Rep Stress lncr YES WB 0.42 Horz(TL) 0.00 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:183 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3"Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W5:2x6 SP No.2 WEBS Web Brace:Length(member)6-4-5(4-8);7-2-15(6-8);
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) 11=548/0-4-0 (min.0-1-8),8=1079/11-5-0 (min.0-1-8),7=88/11-5-0 (min.0-1-8)
Max Uplift/1=-236(LC 8),8=-359(LC 9),7=-60(LC 9)
Max Grav11=589(LC 17),8=1127(LC 17),7=102(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-11=-497/258,1-13=-302/122,2-13=-302/122,2-14=-302/122,3-14=-302/122,3-4=-302/122,4-15=-29/93,5-15=-29/93,
5-16=-29/93,6-16=-29/93,7-12=-41/83,6-12=-40/84
BOT CHORD 11-17=-5/11,10-17=-5/11,10-18=-87/160,9-18=-87/160,9-19=-87/160,8-19=-87/160,8-20=-6/11,20-21=-6/11,
7-21=-6/11
WEBS 1-10=-179/447,2-10=-387/283,4-10=-70/294,4-8=-484/227,5-8=-376/272,6-8=-163/49
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-6-4 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 3x4 MT20 unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 236 lb uplift at joint 11,359 lb uplift at joint 8
and 60 lb uplift at joint 7.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss 'Truss Type Qty Ply
895970 114 Roof Special 1 1 ■
Job Reference(optional)
Building Component Supply.Green Cove Springs.Ft. Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Mark Industries.Inc.Tue Jan 19 08:14:58 20/3 Page 1
ID:6cfcg 1m91skT8ToaB9GDRRzy831-v8gmk1 T_rdVT7LHwxyae2O00wdT4ZYbAXcpP22ztseh
5-6-14 10-10.4 16-3-2 21-8-0 22-118
5-6-14 2 5-3-6 4 5-4-14 5 5-4-14 6(1-5-8
314— 14 Ti 15 3— 16 T2 .... 17 3x . Scale=1:42.8
I x4 1 3x6 : 3x81 2x4 i I 354
1 \ .
/'
/� /�
m ,yV1 .1 W3 W4 ' W5 1N1 00
\ //' \\
/ I
H
N . WG 13 '
I. -- • , Ic;/
?j � MI 82 .�,
18 19 0 9 20 8
21 227
12 11 10 3x6-- 3x8 3x5
2x4 3x8= 2x4 I
0-4-0(0-1-6)
0-3-8(0-1-8) 0-3-8(0-1-8)
454#/-195# 5-6-14 _ _ 10-10-4 951#/-261# 16-3-2 22-1-8 442#/-185#
5-6-14 5-3-6 5-4-14 5-10-6
Plate Offsets(X,Y)— [7:0-2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 i CSI. DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.45 Vert(LL) -0.03 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 1 BC 0.26 Vert(TL) -0.08 7-8 >999 180
BCLL 0.0 " Rep Stress Inc- YES i WB 0.28 Horz(TL) 0.00 7 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 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
W6:2x6 SP No.2 WEBS 1 Row at midpt 1-12,6-7,2-11,4-10,5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=431/0-4-0 (min.0-1-8),10=859/0-3-8 (min.0-1-8),7=425/0-3-8 (min.0-1-8)
Max Upliftl2=-195(LC 8),10=-261(LC 9),7=-185(LC 9)
Max Gray 12=454(LC 17),10=951(LC 17),7=442(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-12=-382/216,1-14=-169/80,2-14=-169/80,2-15=-169/80,3-15=-169/80,3-4=-169/80,4-16=-174/80,5-16=-174/80,
5-17=-174/80,6-17=-174/80,7-13=-375/207,6-13=-379/210
BOT CHORD 12-18=-3/7,11-18=-3/7,11-19=-28/26,10-19=-28/26,9-10=-28/26,9-20=-28/26,8-20=-28/26,8-21=-7/17,21-22=-7/17,
7-22=-7/17
WEBS 1-11=-140/293,2-11=-352/261,4-11=-97/268,4-10=-751/309,4-8=-102/274,5-8=-348/258,6-8=-136/291
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-6-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 195 lb uplift at joint 12,261 lb uplift at joint
10 and 185 lb uplift at joint 7.
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 Oty 'Ply
' 895970 715 Roof Special 1 1 I 1 ,
I 'Job Reference(optional) A
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 20151vifek Industries,Inc.Tue Jan 19 08:14:58 2016 Page 1
ID:6cfoq I m9I skTBToaB9GDRRzy831-v8gmk 1 T_rdVT7LHwxyae2OU0ZdTtZY1 AXcpP22ztseh
5-6-14 10-10-4 16-3-2 21.8-0 22-1.8
' 5-6-14 2 5-3-6 4
5-4-14 5 5-4-14
6°-5:8
T2 ... -'- Scale=1:46.1
tr. - -14 I 15 `3- 16
.77 I I 3 8. 2x4 �4=
\\\
Y 0 F1
•
r W3 I NkM1
\ ci: 13 ttIIIIa
lF
l'f
==-152
. 18 11 79 — �.� 9 20 8 21 722 cs
12
2x4 i 3x8 2x4 3x6 3x8= 3x5
0-4-0(0-1-8)
0-3-8(0-1-8) 0-3-8(0-1-8)
463##-197# 5-6-14 10-10-4 956#/-258# 16-3-2 22-1-8 450#/-187#
5-6-14 5-3-6 5-4-14 ' 5-10-6
Plate Offsets(X,Y)- [7:0-2-4,0-1-8] _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.08 7-8 >999 180
BCLL 0.0 • Rep Stress Ina YES WB 0.31 Horz(TL) 0.00 7 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 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3'Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
W6:2x6 SP No.2 WEBS 1 Row at midpt 1-12,6-7,2-11,4-10,5-8
; MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=434/0-4-0 (min.0-1-8),10=852/0-3-8 (min.0-1-8).7=428/0-3-8 (min.0-1-8)
Max Uplift12=-197(LC 8),10=-258(LC 9),7=-187(LC 9)
Max Gray 12=463(LC 17),10=956(LC 17),7=450(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-12=-386/218,1-14=-158/76,2-14=-158/76,2-15=-158/76,3-15=-158/76,3-4=-158/76,4-16=-163/75,5-16=-163/75,
5-17=-163/75,6-17=-163/75,7-13=-379/209,6-13=-384/212
BOT CHORD 12-18=-2/7,11-18=-2/7,11-19=-28/29,10-19=-28/29,9-10=-28/29,9-20=-28/29,8-20=-28/29,8-21=-6/16,21-22=-6/16,
7-22=-6/16
WEBS 1-11=-140/291,2-11=-352/262,4-11=-92/263,4-10=-744/305,4-8=-97/268,5-8=-348/259,6-8=-135/290
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-6-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 lb uplift at joint 12,258 lb uplift at joint
10 and 187 lb uplift at joint 7.
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 I Qty IPly '
8959T0 'T16 Roof Special 1 1
Job Reference(optional)
Building Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 trifek Industries,Inc.Tue Jan 19 08:14:58 2018 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-v8gmk1 T_rdVT7LHwxyae20001dT jZXNAXcpP22ztseh
l-O-�_--- 5.6-14------- 10-10-4 _ 16-3-2 21-8-0 22-1-8
1�0 0t-0 2 5-6-14 13 5-3-6 5 5-4-14 6 5-4-14 0-�-8
t ---- --TL --- -r— T2 — 20'- - `:= Scale=1:49.3
,r —17 — 4 181 :l 19
14 II 3x6; 3x8 4 II
2x
2x4 =
2x4 \ j
■\ I \‘\
th .,wt 4 W51 _�
V / 1 d'
/ \\
16 3x4= IN
_______.7 13 21 12 22 H 10 23 9 24 825
2x4 3x8= 2x4 3x6_ 3x8- 355
0-4-0(0-1-8) 0-3-8(0-1-8) 0-3-8(0-1-8)
539#/-230# 968#/-256# 452#/-187#
-1-0-0 5-6-14 10-10-4 16-3-2 22-1-8
1-0-0 5-6-14 5-3-6 5-4-14 4- 5-10-6 -
Plate Offsets(X,Y)-- 12:0-4-12,0-2-10],18:0-2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. i DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.04 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.08 8-9 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:201 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purl ins, except
BOT CHORD 2x4 SP No.2 end verticals. Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:13-14
W7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 13-14,7-8,3-12,5-11,6-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=516/0-4-0 (min.0-1-8),11=853/0-3-8 (min.0-1-8),8=426/0-3-8 (min.0-1-8)
Max Upliftl3=-230(LC 8),11=-256(LC 9),8=-187(LC 9)
Max Grav13=539(LC 17),11=968(LC 17),8=452(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 13-14=-466/250,2-14=-461/262,1-2=0/0,2-17=-142/68,3-17=-142/68,3-18=-142/68,4-18=-142/68,4-5=-142/68,
5-19=-150/70,6-19=-150/70,6-20=-150/70,7-20=-150/70,8-16=-377/209,7-16=-382/212
BOT CHORD 13-21=-4/7,12-21=-4/7,12-22=-23/24,11-22=-23/24,10-11=-23/24,10-23=-23/24,9-23=-23/24,9-24=-6/14,24-25=-6/14,
8-25=-6/14,14-15=0/0
WEBS 2-12=-129/272,3-12=-337/256,5-12=-91/257,5-11=-745/303,5-9=-95/269,6-9=-347/259,7-9=-133/283,1-15=-2/16
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1.12 to 21-6-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 13,256 lb uplift at joint
11 and 187 lb uplift at joint 8.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job -Truss - 'Truss Type 'Qty Ply
88uild n Component Supply,Green Cove Springs,FL Roof Run:7.620 s Apr 30
Special 1
I Job Reference(optional)
� 2015 Print:7.620 s Apr 30 2015 bSTek Industries,Inc.Tue Jan 19 08:14:59 206 Page 1
ID:6cfcq Im9lskT8ToaB9GDRRzy831-NKE8yNUcacdJIVs6Vg5tbb1 AhOpplzxJmGZzaUztseg
-1-0-0 5-6-14 10-10-4 16-3-2 21-8-0 22-1-8
44-62 5-6-14 3 5-3-6 5 5-4-14 6 5-4-14 9-541
2x4%i 3x4— _18 T1 19 .t 0 T • - 21 = Scale=1:55.7
W3 2x 3x6" ,4 1 1
op 16 1, \ , /
•
x4= /
2
2x4 II \
3� � C
N
4 7 o
■ rn 1
/ 1 I 4 17 3x4=
i. _ :2 1-._'di = . -
l
13 22 12 23 11 10 24 9 25 826
2x4 3x6 3x5
04-0(0-1-8) 3x8 _ 0-30N-11-8) 3x8= 0-3-8(0-1-8)
550#1-228# 973#/-254# 457#/-188#
.1-0-0 5-6-14 10-10-4 16-3-2 22-1-8•'1-0.0 5-6-14 5-3-6 5-4-14 -
5-10-6
Plate Offsets(X,Y)— [8:0-2-4,0-1-8)
LOADING(psf) 1 SPACING- 2-0-0 I CSI. 1 DEFL in (loC) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.04 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.09 8-9 >999 180
BCLL 0.0 * Rep Stress Inc- YES 1 WB 0.40 Horz(TL) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:211 lb FT=20%
1 •
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. Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:13-14
W7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 13-14,7-8,3-12,5-11,6-9
• MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=523/0-4-0 (min.0-1-8),11=849/0-3-8 (min.0-1-8),8=427/0-3-8 (min.0-1-8)
Max Uplift13=-228(LC 8),11=-254(LC 9),8=-188(LC 9)
Max Gray 13=550(LC 17),11=973(LC 17),8=457(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 13-14=474/248,2-14=481/270,1-2=0/0,2-18=-133/64,3-18=-133/64,3-19=-133/64,4-19=-133/64,4-5=-133/64,
5-20=-141/66,6-20=-141/66,6-21=-141/66,7-21=-141/66,8-17=-379/211,7-17=-384/214
BOT CHORD 13-22=4/7,12-22=4/7,12-23=-23/25,11-23=-23/25,10-11=-23/25,10-24=-23/25,9-24=-23/25,9-25=-5/13,25-26=-5/13,
8-26=-5/13,15-16=0/0,14-15=0/0
WEBS 2-12=-128/269,3-12=-335/256,5-12=-88/253,5-11=-740/301,5-9=-92/266,6-9=-347/259,7-9=-133/281,1-15=-9/33
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 21-6-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 lb uplift at joint 13,254 lb uplift at joint
11 and 188 lb uplift at joint 8.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
■
Job lTruss Truss Type .Qty Ply .. ..
895970 1718 Roof Special 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 Jan 19 08:14:59 20■8 Page 1
I D:6cfcq I m9I skT8ToaB9GD RRzy831-NKE8yNUccxdJIVs6Vg 5tbb 15GOo4lu RJmGZzaUztseg
-1-0-1? 5-6-12 10-11-12 16-4-12 21-8-0 22-1-8
143412 5-6-12 3 5-5-0 5 5-5-0 6 5-34 9-543
3x4 18 Ti .: 19 4 : ;'20 .T2 : 21 3x4 • Scale=1:57.9
2xQdg 2x4 , 3x6, 11 r I
�J
0 14 /
16 \ \\
2x4=
2x4 II
.� T
5 // 0
\ /
\ -a 17 3x4= w
ti t
l-
13 22 12 23 11 10 24 9 25 8 26
2x4 0-4-0(0-1-8) 3x8 3x8 3x8- 0-3-8(0-1-8)
I
1047#l-344# 2x4
946#1-314#
-1-0.0 5-6-12 10-11-12 16-4-12 22-1-8
1-0.0 5-6-12 5-5-0 5-5-0 5-8-12
Plate Offsets(X,Y)— [8:0-2-4,0-1-8]
1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.05 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.11 8-9 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.75 Horz(TL) 0.01 8 n/a n/a
i BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:220 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. Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:13-14
W1:2x4 SP No.2,W6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-12,6-9
T-Brace: 2x4 SP No.3-13-14,5-12,5-9
2x6 SP No.2-7-8
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
' MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=952/0-4-0 (min.0-1-8),8=848/0-3-8 (min.0-1-8)
Max Upliftl3=-344(LC 8),8=-314(LC 9)
Max Grav13=1047(LC 17),8=946(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 13-14=-937/364,2-14=-947/389,1-2=0/0,2-18=-373/118,3-18=-373/118,3-19=-373/118,4-19=-373/118,4-5=-373/118,
5-20=-374/124,6-20=-374/124,6-21=-374/124,7-21=-374/124,8-17=-850/337,7-17=-862/342
BOT CHORD 13-22=-4/7,12-22=-4/7,12-23=-149/502,11-23=-149/502,10-11=-149/502,10-24=-149/502,9-24=-149/502,9-25=-7/20,
25-26=-7/20,8-26=-7/20,15-16=0/0,14-15=0/0
WEBS 2-12=-256/817,3-12=-339/258,5-12=-288/126,5-11=0/288,5-9=-287/115,6-9=-338/253,7-9=-275/826,1-15=-13/38
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 21-6-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 344 lb uplift at joint 13 and 314 lb uplift at
joint 8.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job Truss Truss Type •Qty `Ply
I I
8959T0 T19 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 f,4Tek Industries,Inc.Tue Jan 19 08:14:59 2016 Page 1
I D:6cfcq I m91 skT8ToaB9GDRRzy831-NKE8yN UccxdJl Vs6Vg 5tbb 14g0o71 tlJ mGZzaUztseg
-1-0-0 5.6.12 o
10-11-12 _ 16-4-12 21-8-0 22-1-8
•
-01)2 5-6-12
3 5-5-0 0 5 5-5-0
6 5-34 7-5 8
-* 3X4- 18 Ti 19 4. _0 12 .r 21 3x4 Scale=1:63.3
2x4
W3 i. , 2x4 3x6=// 2x4 r.S
16 1 2x4
m 2x4 1.1 I
W ' W4 5 r W4 0
\\
17 3x4== r
2�1g3 22 12 23 11 10 24 9 25 8526
0-4-0(0-1.8) 3x8 3x6= 3x8 0-3. 0-1-8)
1054#/-3444 2x4 [I 952#I-314#
-1-0-0 5-6-12 10-11-12 16-4-12 22-1-8
i-0-0 5-6-12 5-5-0 5-5-0 5-8-12
Plate Offsets(X,Y)-- 18:0-2-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.05 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 i Vert(TL) -0.12 8-9 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.82 Horz(TL) 0.01 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:230 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. Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:13-14
W1:2x4 SP No.2,W6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-12,6-9
T-Brace: 2x4 SP No.3-13-14,5-12,5-9
2x6 SP No.2-7-8
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=952/0-4-0 (min.0-1-8),8=848/0-3-8 (min.0-1-8)
Max Upliftl3=-344(LC 8),8=-314(LC 9)
Max Gray 13=1054(LC 17),8=952(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 13-14=-942/364,2-14=-956/392,1-2=0/0,2-18=-354/111,3-18=-354/111,3-19=-354/111,4-19=-354/111,4-5=-354/111,
5-20=-354/117,6-20=-354/117,6-21=-354/117,7-21=-354/117,8-17=-856/337,7-17=-869/342
BOT CHORD 13-22=-4/7,12-22=-4/7,12-23=-140/476,11-23=-140/476,10-11=-140/476,10-24=-140/476,9-24=-140/476,9-25=-6/18,
25-26=-6/18,8-26=-6/18,15-16=0/0,14-15=0/0
WEBS 2-12=-252/813,3-12=-338/258,5-12=-286/125,5-11=0/290,5-9=-285/114,6-9=-338/253,7-9=-272/825,1-15=-16/41
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 21-6-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 344 lb uplift at joint 13 and 314 lb uplift at
joint 8.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
1
-Job Truss 'Truss Type Qty — Ply
895970 GEB01 FLAT 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 bfiTek Industries,Inc.Tue Jan 19 08:15:00 2016 Page 1
I D:6cfcq Im9IskT8Toa B9GDRRzy831-rXnX9jUENEIAM1QJ3Nc68pa IkQ281 IYT_wl W 7wztsef
3-9-11 7-5-9 11-1-8 14-9-7 18-5-5 22-3-0
3-9-11 3-7-15 3-7-15 3-7-15 3-7-15 3-9-11
Scale=1:37.6
Special
2x4 •
4x10 3x8 3x5 qq 3x12 M18SHS 3x5 3x8= 4x10=
1 16 2 17 1 5 18 6 7 19 8
Ti• T1 T2
•
ap El
o rv1 W2 W W2 W3 W2 W2 W2 W2 ,- d
j
B1 � L-- B7
, .
. .
15 14 13 12 11 10 9
2x4 4x10= 3x8= 7x14 MT2OHS 3x8= 4x10= 2x4=
0-3-8(0-1-8) 0-3-8(0-1-8)
19569/-5759 1956#1.575#
3-9-11 7-5-9 11-1-8 14-9-7 _ 18-5-5 22-3-0
3-9-11 3-7-15 3-7.15 3-7-15 3-7-15 3.9.11
Plate Offsets(X,Y)-- [1:0-6-8,0-2-0],[2:0-2-12,0-1-8],[30-2-4,0-1-8],[6:0-2-4,0-1-8],[7:0-2-12,0-1-8],[8:0-6-8,0-2-0],[10:0-3-8,0-2-0],[11:0-2-12,0-1-8],[13:0-2-12,0-1-8],
[14:0-3-8,0-2-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP
TOLL 59.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.68 12 >385 240 MT20 244/190
TCDL 0.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.86 12 >308 180 MT2OHS 187/143
BOLL 0.0 • Rep Stress lncr NO WB 0.95 Horz(TL) 0.11 9 n/a n/a M18SHS 244/190
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:112 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except
BOT CHORD 2x4 SP SS end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing.
W2:2x4 SP No.2 Stabilizers _.._ c
MiTek recommends that and required cross bracing 'i
be installed during truss erection,in accordance with Stabilizer
Installation guide. ,
REACTIONS. (lb/size) 15=1956/0-3-8 (min.0-1-8),9=1956/0-3-8 (min.0-1-8)
Max Upliftl5=-575(LC 8),9=-575(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-1892/581,1-16=-3970/1156,2-16=-3970/1156,2-3=-6727/1928,3-17=-8259/2309,4-17=-8259/2309,
4-5=-8259/2309,5-18=-8259/2309,6-18=-8259/2309,6-7=-6727/1928,7-19=-3970/1156,8-19=-3970/1156,
8-9=-1892/581
BOT CHORD 14-15=-30/98,13-14=-1156/3970,12-13=-1928/6727,11-12=-1928/6727,10-11=-1156/3970,9-10=-30/98
WEBS 2-14=-1630/538,3-13=-1103/366,4-12=-1285/455,6-11=-1103/366,7-10=-1630/538,1-14=-1227/4219,2-13=-849/3004,
3-12=-611/1669,6-12=-611/1669,7-11=-849/3004,8-10=-1227/4219
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=0.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12.Interior(1)3-1-12 to 22-1-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Bearing at joint(s)15,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 575 lb uplift at joint 15 and 575 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)882 lb down and 279 lb up at
11-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Veil:9-15=-20,1-8=-118
Continued on page 2
Rob— 1Truss
8959T0 GEB01 11F1LvA—s T Ts lYpe 1 ---- ---rpty 1 1f I
,0Refencelgtional)
Building Component Supply,Green Cove Swings,FL Run:7.620s Aix 30 2015 Print 7.6208 Apr 30 2015 ItiTek Industries,inc.Tue Jan 19 08:15:00 208 Page 2
ID:6cfcq1m9IskT8ToaB9GDRRzy8314XnX9jUENEIAMK)J3Nc68PalkQ2s1IYT_MW7wztsef
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:4=-882
Job Truss Truss Type 'Qty Ply
8959T0 T02 Common Supported Gable 1 1
Job Reference(optional)
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ID:6cfcgIm9l skT8ToaB9GDRRzy831-rXnX9jUENEIAMfQJ3Nc68paSSQD81 VOT_wl W7wztsef
11-1-8 22-3-0
11-1-8 11-1-8
Scale=1:37.5
4x5
9
8 10
6.00 12 7 L. 1 Iii 1135
6 L: I • 'i'll 12
5 Ti ILII , 13
vm'i 4 :I Ti ST8 $T7 Ti 14
. 3 in ST 5 ST6 i �TS STI I 15
ST gT4 16
2 T3 I ! ST3
ST1 T2 I I 1 ST2 ST1 17•1
N I'B7 ': �l B2 N
O O
3 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4
3x6
I 22-3-0
22-3-0
- i
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 17 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:130 lb FT=20%
__I__ •
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=55/22-3-0 (min.0-2-1),17=55/22-3-0 (min.0-2-1),26=93/22-3-0 (min.0-2-1),27=110/22-3-0 (min.0-2-1),28=106/22-3-0 (min.0-2-1),
29=107/22-3-0 (min.0-2-1),30=106/22-3-0 (min.0-2-1),31=109/22-3-0 (min.0-2-1),32=98/22-3-0 (min.0-2-1),33=136/22-3-0 (min.0-2-1),
24=110/22-3-0 (min.0-2-1),23=106/22-3-0 (min.0-2-1),22=107/22-3-0 (min.0-2-1),21=106/22-3-0 (min.0-2-1),20=109/22-3-0 (min.0-2-1),
19=98/22-3-0 (min.0-2-1),18=136/22-3-0 (min.0-2-1)
Max Horz 1=-128(LC 10)
Max Uplift/=-$(LC 10),27=-31(LC 12),28=-46(LC 12),29=-41(LC 12),30=-42(LC 12),31=-42(LC 12),32=-38(LC 12),33=-53(LC 12),24=-31(LC 12),23=-46(LC
12),22=-41(LC 12),21=-42(LC 12),20=-42(LC 12),19=-38(LC 12),18=-53(LC 12)
Max Grav1=74(LC 18),17=56(LC 17),26=101(LC 17),27=111(LC 17),28=107(LC 21),29=107(LC 1),30=106(LC 21),31=109(LC 1),32=98(LC 1),33=136(LC
21),24=111(LC 22),23=107(LC 22),22=107(LC 1),21=106(LC 22),20=109(LC 1),19=98(LC 1),18=136(LC 22)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-114/97,2-3=-95/85,3-4=-84/79,4-5=-74/84,5-6=-64/127,6-34=-55/167,7-34=43/170,7-8=-70/215,8-9=-83/251,
9-10=-83/250,10-11=-70/215,11-35=-43/169,12-35=-54/166,12-13=-39/127,13-14=-30/84,14-15=-37/41,15-16=-62/30,
16-17=-113/42
BOT CHORD 1-33=-34/119,32-33=-34/119,31-32=-34/119,30-31=-34/119,29-30=-34/119,28-29=-34/119,27-28=-34/119,
26-27=-34/119,25-26=-34/119,24-25=-34/119,23-24=-34/119,22-23=-34/119,21-22=-34/119,20-21=-34/119,
19-20=-34/119,18-19=-34/119,17-18=-34/119
WEBS 9-26=-116/12,8-27=-84/126,7-28=-80/130,6-29=-80/82,5-30=-80/83,4-31=-81/84,3-32=-75/102,2-33=-99/171,
10-24=-84/126,11-23=-80/130,12-22=-80/82,13-21=-80/83,14-20=-81/84,15-19=-75/102,16-18=-99/171
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-2-7 to 3-1-8,Exterior(2)3-1-8 to 11-1-8,Corner(3)11-1-8 to 14-1-8
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 1,31 lb uplift at joint 27,46
lb uplift at joint 28,41 lb uplift at joint 29,42 lb uplift at joint 30,42 lb uplift at joint 31,38 lb uplift at joint 32,53 lb uplift at joint 33,31 lb
uplift at joint 24,46 lb uplift at joint 23,41 lb uplift at joint 22,42 lb uplift at joint 21,42 lb uplift at joint 20,38 lb uplift at joint 19 and 53 lb
uplift at joint 18.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
•i Job Truss Truss Type -PI Y Y
'895970 ,152 GABLE
1___� 1
,Job Reference(optional) .
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11-6-8 22-5-8
11-6-8 10-11-0
--I
Scale=1:42.8
455
10
9 11
6.00 12 37 8 (0 12
7 38 13
3x4
6 1 14
5 T1 , T2 15
4 39 16
3x4 3 T 17
2 ST.11 18
11ST T T 0
B1. B2 ( 3x4 II I
B3 19 II
3x5 ;Q
35 34 33 32 31 30 29 2827 26 25 24 4230 I l 20
(0-2-1) (0-2-1) (0-2-1) (0-2-1) 3x6 3x4!lt 21
(0-2.1) (0-2-1) (0-2-1) (0-2-1) (0-2-1) (0-2-1) (0-2-1) (0-2-1) (0-2-1) 6.00 12
449/-1139 225#/-90#81#/-29#113#/-44606#/-41608#/-41#1039/-46931#/-32M5 /0#1309/-31932#/-59#25#/-66# 499#12193#
22-5-8
Plate Offsets(X,Y)-- [1:0-2-4,0-1-11]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 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 I
BCLL 0.0 BCDL 10.0 • I Code Fess Incr
lTPI 00 YES WB 0.62 Horz(TL) -0.01 23 n/a n/a
(Matrix) Weight:158 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x4 SP No.3 1-6-2 Installation guide.
REACTIONS. (lb/size) 1=-75/16-11-0 (min.0-2-1),23=499/16-11-0 (min.0-2-1),28=295/16-11-0 (min.0-2-1),29=131/16-11-0 (min.
0-2-1),30=99/16-11-0 (min.0-2-1),31=108/16-11-0 (min.0-2-1),32=105/16-11-0 (min.0-2-1),33=113/16-11-0
(min.0-2-1),34=74/16-11-0 (min.0-2-1),35=220/16-11-0 (min.0-2-1),26=130/16-11-0 (min.0-2-1),
25=131/16-11-0 (min.0-2-1),24=-66/16-11-0 (min.0-2-1)
Max Horz 1=135(LC 11)
Max Uplift 1=-113(LC 22),23=-193(LC 12),29=-32(LC 12),30=-46(LC 12),31=-41(LC 12),32=-41(LC 12),33=-44(LC 12),
34=-29(LC 12),35=-90(LC 12),26=-31(LC 12),25=-59(LC 12),24=-66(LC 1)
Max Gray 1=44(LC 12),23=499(LC 1),28=295(LC 1),29=131(LC 1),30=103(LC 21),31=108(LC 1),32=106(LC 21),
33=113(LC 1),34=81(LC 21),35=225(LC 17),26=130(LC 22),25=132(LC 22),24=25(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-179/312,2-3=-168/328,3-36=-112/253,4-36=-107/280,4-5=-89/285,5-6=-57/278,6-7=-27/272,7-37=0/252,
8-37=0/268,8-9=0/271,9-10=0/257,10-11=0/256,11-12=0/270,12-38=0/282,13-38=0/250,13-14=0/202,14-15=-29/279,
15-39=-26/214,16-39=-27/185,16-17=-55/193,17-18=-82/172
BOT CHORD 1-35=-224/141,34-35=-224/141,33-34=-224/141,32-33=-224/141,31-32=-224/141,30-31=-224/141,29-30=-224/141,
28-29=-224/141,27-28=-224/141,26-27=-224/141,25-26=-224/141,24-25=-224/141,23-24=-224/141,21-22=-190/118,
20-21=-210/131,19-20=-183/115,18-19=-161/99
WEBS 10-28=-269/0,9-29=-105/78,8-30=-76/78,7-31=-81/55,6-32=-80/55,5-33=-84/58,4-34=-63/42,3-35=-174/147,
11-26=-103/73,12-25=-108/91,13-24=-41/111,22-23=-51/103,14-23=-381/209,15-21=-15/80,16-20=-33/49,
17-19=-26/48
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-6-8,Exterior(2)11-6-8 to 14-6-8
zone;porch 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 113 lb uplift at joint 1,193 lb uplift at joint 23,
32 lb uplift at joint 29,46 lb uplift at joint 30,41 lb uplift at joint 31,41 lb uplift at joint 32,44 lb uplift at joint 33,29 lb uplift at joint 34,90 lb
uplift at joint 35,31 lb uplift at joint 26,59 lb uplift at joint 25 and 66 lb uplift at joint 24.
9)Non Standard bearing condition. Review required.
Continued on page 2
Job Truss Truss Type 'Qty i Ply
'895970 ,140 Piggyback Base 1 I 1 ,
Job Reference(optional)
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NOTES-
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
'Truss - Truss Type - 'Oty Ply i
18959T0 T41 Piggyback Base 1 1
I Job Reference(optional)
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11 554_ 12-7-13 15-9-8 19-6-4 •,24-3-14 28-4-0
5-5-4 7-2-9 3-1-11 3-8-12
2-8-4 2-1-6 4-0-2
6.00 12 3x6 Scale=1:68.1
4x5 6x8
3x4
3x4= 3x4 3x6
1 8 35 36 9
V113 2 3 4 6 T3 ;;
/ \ ■- 30
iii 31 32 - 5 33•
28 �� \\I 0c•
0 1
r, c 1 . WO-., 2
\ :2 7
I
e■.-_ B6 B5 - ..:' B LB6
.',.6B4 '19 30k B8134, 12
38 18 39 40 17 10 35•
1 . \ 1\\ W5 21 5x8 4x10 15 I
4 ------ B2_-_- ---_ l'alx10 .-B10_
25 37 24 23 11 10
0-4-0(0-1-8) 4x10 0-3-8(0-1-8)
�2 /1320#
1 A tJ1-352q 5-5-4 10-7-0 12-7-13 15-9-8 22-2 8 24-3-14 26-3-14 28-4
1-0-0 5-5-4 5-1-12 2-0-13 3-1-11 6-5-0 2-1-6 2-0-0 2-0-2
Plate Offsets(X,Y)-- [9:0-1-8,0-3-0],[18:0-4-0,0-3-0],[20:0-5-12,0-2-4]
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 I Vert(LL) -0.09 17-18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 i Vert(TL) -0.22 17-18 >999 180
BCLL 0.0 " Rep Stress Ina YES WB 0.78 Horz(TL) 0.16 30 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:275 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals. Except:
B3,86,B9:2x4 SP No.3 6-0-0 oc bracing:25-26
WEBS 2x4 SP No.3"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
W12:2x4 SP No.2 9-5-0 oc bracing:18-19
OTHERS 2x4 SP No.3 6-0-0 oc bracing:14-15,10-11.
1 Row at midpt 4-22
WEBS T-Brace: 2x4 SP No.3-25-26,3-24,7-17,8-17
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
JOINTS 1 Brace at Jt(s):12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 25=1209/0-4-0 (min.0-1-8),30=1097/0-3-8 (min.0-1-8)
Max Horz25=55(LC 12)
Max Uplift25=-352(LC 8),30=-320(LC 9)
Max Grav25=1284(LC 17),30=1283(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 25-26=-1173/397,2-26=-1180/417,1-2=0/0,2-31=-513/144,31-32=-513/144,3-32=-513/144,3-4=-1068/312,
4-33=-1138/313,5-33=-1138/313,5-34=-1138/313,6-34=-1138/313,6-7=-1138/313,7-8=-751/203,8-35=-664/221,
35-36=-664/221,9-36=-664/221,10-12=0/64,12-29=0/225,9-29=0/225
BOT CHORD 25-37=-80/31,24-37=-80/31,23-24=-17/36,22-23=0/83,20-22=0/126,4-20=-404/182,21-22=-33/99,19-21=-3/49,
19-20=-357/987,19-38=-390/1083,18-38=390/1083,18-39=-335/969,39-40=-335/969,17-40=-335/969,16-17=-19/53,
16-41=-98/74,13-41=-98/74,12-13=-33/69,15-16=0/53,15-42=-27/135,14-42=-27/135,11-14=0/22,13-14=0/75,
10-11=-22/14,27-28=0/0,26-27=0/0
WEBS 3-24=-1089/443,2-24=-303/1091,6-18=-298/175,4-18=-38/113,7-18=-124/408,7-17=-862/319,8-17=-63/112,
9-17=-379/1149,20-24=-230/574,3-20=-303/991,1-27=-7/32
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=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 22-2-8,Exterior(2)22-2-8 to
25-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Bearing at joint(s)30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
C o R(i ring8??i Virli f'
Job Truss- 'Truss Type JOty ;Ply •
895970 741 Piggyback Base 1 1
1Job 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 Jan 19 08:15:10 2013 Page 2
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NOTES-
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 352 lb uplift at joint 25 and 320 lb uplift at joint 30.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
IJob -Truss ;Truss Type Qty Ply
1I 8959T0 T42 Piggyback Base 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 Jan 19 08:15:11 20'.6 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-1 eyhTUd8nd8cBLmOCBJh47XA1 StV61f4W8Tb7ortseU
-1-0-0 5-5-4 10-7-0 15-9-8 20-10-4 22-2-8 26-3-14 ,28-4-0
1.0.0 5-5-4 5-1-12 5-2-8 5-0-12 '1-4-4 4-1-6 2-0-2
6.00 12 3x6 Scale=1:68.1
3x4 4x5 5x8
3x4 3x4 3x6 4x5
8 29 30 9
1 2 25 26 3 4 5 27 6 28 7 T3:(: T4 - ,lq1 •
Li Ti..,, - riT2 7• I /I 124
Wh 23 •
oB.,20 ,
22 ��`. /,/ r,,0
1 ,:\ 1 W4 W6, W8 1 W 2 1'1'\ 1
'[ . !I r
W5 8x10 32 15 33 34 14 35 I.�.
tt. 82 -'• 5x8 4x10 • awe
19 31 18 17 11 10
0-4-0(0-1-8) 4x10 �0--33-8(0-1.8)
171 -362#
5-5-4 10-7-0 15-9-8 22-2-8 26-3-14 21 17a!/-324#
1-0-0 5-5-4 5-1-12 5-2-8 6-5-0 4-1-6 . 2-0-2
Plate Offsets(X,Y)- (9:0-1-8,0-3-0],(12:0-2-4,0-1-0],(15:0-4-0,0-3-0),[16:0-5-8,0-2-4],(19:0-2-8,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 I Vert(LL) -0.09 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 , BC 0.43 Vert(TL) -0.21 14-15 >999 180
BCLL 0.0 ' Rep Stress Incr YES I WB 0.86 I Horz(TL) 0.16 24 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:283 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except
BOT CHORD 2x4 SP No.2`Except* end verticals. Except:
83,86:2x4 SP No.3 6-0-0 oc bracing:19-20
WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
W12:2x4 SP No.2 6-0-0 oc bracing:17-18,10-11.
OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-4-16
WEBS T-Brace: 2x4 SP No.3-19-20,3-18,6-15,7-14,8-14
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
JOINTS 1 Brace at Jt(s):12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 19=1209/0-4-0 (min.0-1-8),24=1097/0-3-8 (min.0-1-8)
Max Horz 19=28(LC 12)
Max Upliftl9=-362(LC 8),24=-324(LC 9)
Max Gray 19=1255(LC 17),24=1227(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 19-20=-1161/409,2-20=-1174/432,1-2=0/0,2-25=467/141,25-26=-467/141,3-26=-467/141,3-4=-868/265,
4-27=-938/274,5-27=-938/274,5-28=-938/274,6-28=-938/274,6-7=-938/274,7-8=-653/181,8-29=-600/189,
29-30=-600/189,9-30=-600/189,10-12=0/58,12-23=0/188,9-23=0/188
BOT CHORD 19-31=-42/18,18-31=-42/18,17-18=-8/13,16-17=0/82,4-16=-394/188,16-32=-303/878,15-32=-303/876,15-33=-239/729,
33-34=-239/729,14-34=-239/729,14-35=-15/46,13-35=-15/46,12-13=-27/66,11-13=0/28,10-11=-23/11,21-22=0/0,
20-21=0/0
WEBS 3-18=-994/413,2-18=-312/1044,4-15=-57/127,6-15=-341/199,7-15=-142/430,7-14=-769/291,8-14=-24/100,
9-14=-345/1098,16-18=-185/509,3-16=-251/809,1-21=-11/38
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=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 22-2-8,Exterior(2)22-2-8 to
25-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Bearing at joint(s)24 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 362 lb uplift at joint 19 and 324 lb uplift at
CoMf I Aa on page 2
rob j Truss Truss Type i Qty Ply
895910 T42 Piggyback Base 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 k4Tek Industries,Inc.Tue Jan 19 08:15:11 20n Page 2
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NOTES-
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job Truss Truss Type •Qty Ply •
8959T0 I T43 Piggyback Base ,1 1 1
Job Reference(optional)
Building Component Supply,Green Cove Spnngs.FL Run:7.620 s Apr 30 2015 Print:7.620 sApr 30 2015 MiTek Industries.Inc. Tue Jan 19 08:15:11 2055 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-1 eyhTUd8nd8cBLmQCBJh47XAHStr6G04W8Tb7ortseU
-1-0-9 5-5-4 10-7-0 16-1-0 22-2-4 22�2-8 28-4-0
1-0.0 5-5-4 5-1-12 5-6-0 6-1-4 0-0-4 6-1-8
2x4 it 3x4 3x6 Scale=1:68.1
3x4= 3x4 3x6 2x4 4x6 6x8
1 2 21 22 3 4 5 23 24 6 7 25 8
T3 __- 1
/, \\ \ I 20
o `rB 16\\ \
18
Y 2x4 I W4 W�\ p W10 d� l o ;
' 1 :3 t ,
\\. ;\t'
ia
yy W5 i x8 27 11 28 10 29 9
821'7 ill 5x8 3x4 2x4 11
15 26 14 13
0.4-1=8) 4x10 2x4 0-3-8(0-1-8)
1261#/-372# 1190#/-348#
-1-0-9 5-5-4 10-7-0 16-1-0 22-2-4 22-2-8 28-4-0
1-0.0 5-5-4 • 5-1-12 5-6-0 6-1-4 0-0-4 6-1-8
Plate Offsets(X,Y)— [8:0-1-8,0-3-0],[11:0-4-0,0-3-01[12:0-5-8,0-4-0],[15:0-2-8,0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.08 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 1 Vert(TL) -0.20 11-12 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.18 20 n/a n/a 1
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) i Weight:271 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals. Except:
B3:2x4 SP No.3 6-0-0 oc bracing:15-16
WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
W11:2x4 SP No.2 6-0-0 oc bracing:13-14.
OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-4-12
WEBS T-Brace: 2x4 SP No.3-15-16,3-14,6-11,7-10
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 15=1209/0-4-0 (min.0-1-8),20=1097/0-3-8 (min.0-1-8)
Max Horz 15=1(LC 9)
Max Upliftl5=-372(LC 8),20=-348(LC 9)
Max Grav15=1261(LC 17),20=1190(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 15-16=-1161/417,2-16=-1177/443,1-2=0/0,2-21=-442/136,21-22=-442/136,3-22=-442/136,3-4=-825/254,
4-23=-8691262,5-23=-869/262,5-24=-869/262,6-24=-869/262,6-7=-870/262,7-25=-609/179,8-25=-609/179,9-19=0/130,
8-19=0/130
BOT CHORD 15-26=-4/7,14-26=-4/7,13-14=-13/10,12-13=0/82,4-12=-371/194,12-27=-255/834,11-27=-256/826,11-28=-185/621,
10-28=-185/621,10-29=-11/35,9-29=-11/35,17-18=0/0,16-17=0/0
WEBS 2-14=417/1037,3-14=-996/411,12-14=-143/487,3-12=-248/807,4-11=-66/79,6-11=-346/204,7-11=-143/463,
7-10=-808/357,8-10=-334/1138,1-17=-14/42
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10.4 to 2-1-12,Interior(1)2-1-12 to 27-10-12 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
5)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 372 lb uplift at joint 15 and 348 lb uplift at
joint 20.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job Truss Truss Type
Qty ;Ply
8959T0 i T53 Monopitch Supported Gable 2 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 lvtiTek Industries.Inc. Tun Jan 19 08:15:12 20+6 Page 1
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34-11-3
34-11-3
34 Scale=1:58.8
20 21 22 23 24 25 26 27 28 29
19 ----Cr-- - 43T3 4 D 0
18 9.9-12
17 i----_
16 '
15
14 .---r A'
3x8 1,3______---.----
4.00 12 910 11 12/ t y DD g
ch 7 8 -•' 1 S 15ST6S7 jfig9T9ir9 it19it19A-9it9 9
6 ST'3 ST I4
4 5 - ST9 ST 0 ST.1 ST/2
ST2'' . ST7 978
p
o WST1 -.r - . 5
1 -1
I 1 _l- p :. - _' .-, 1. --{} - 4l- -1-1= ; -4- -1-' 1-- f -B-fl- -{? f ; -E- -4T- 3 fl
57 56 55 54 53 52 51 50 49 48 4746 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30
3x6 3x6 5x6
34-11-3
34-11-3 '
Plate Offsets(X,Y)- [21:0-3-0,0.2-8],[39:0-3-0,0-3-0],[48:0-2-11,0-1-8],[57:0-3-8,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 ' Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 ! Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 30 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:327 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 29-30,28-31,27-32,26-33,25-34,24-35,
23-36,22-37,20-38
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 57=47/34-11-3 (min.0-3-4),30=41/34-11-3 (min.0-3-4),31=106/34-11-3 (min.0-3-4),32=109/34-11-3 (min.
0-3-4),33=107/34-11-3 (min.0-3-4),34=107/34-11-3 (min.0-3-4),35=107/34-11-3 (min.0-3-4),36=106/34-11-3
(min.0-3-4),37=107/34-11-3 (min.0-3-4),38=106/34-11-3 (min.0-3-4),39=106/34-11-3 (min.0-3-4),
40=107/34-11-3 (min.0-3-4),41=107/34-11-3 (min.0-3-4),42=107/34-11-3 (min.0-3-4),43=107/34-11-3 (min.
0-3-4),44=107/34-11-3 (min.0-3-4),45=107/34-11-3 (min.0-3-4),46=107/34-11-3 (min.0-3-4),47=107/34-11-3
(min.0-3-4),49=107/34-11-3 (min.0-3-4),50=107/34-11-3 (min.0-3-4),51=107/34-11-3 (min.0-3-4),
52=107/34-11-3 (min.0-3-4),53=106/34-11-3 (min.0-3-4),54=108/34-11-3 (min.0-3-4),55=101/34-11-3 (min.
0-3-4),56=127/34-11-3 (min.0-3-4)
Max Horz 57=342(LC 12)
Max Uplift30=-16(LC 9),31=-29(LC 9),32=-36(LC 9),33=-34(LC 9),34=-34(LC 9),35=-34(LC 9),36=-35(LC 9),37=-30(LC
12),38=-33(LC 12),39=-35(LC 12),40=-33(LC 12),41=-34(LC 12),42=-34(LC 12),43=-34(LC 12),44=-34(LC 12)
,45=-34(LC 12),46=-34(LC 12),47=-34(LC 12),49=-34(LC 12),50=-34(LC 12),51=-34(LC 12),52=-35(LC 12),
53=-31(LC 12),54=-46(LC 12),56=-219(LC 12)
Max Grav57=238(LC 12),30=41(LC 1),31=106(LC 1),32=109(LC 1),33=107(LC 1),34=107(LC 1),35=107(LC 1),
36=106(LC 1),37=107(LC 1),38=106(LC 1),39=106(LC 1),40=107(LC 1),41=107(LC 1),42=107(LC 1),
43=107(LC 1),44=107(LC 1),45=107(LC 1),46=107(LC 1),47=107(LC 1),49=107(LC 1),50=107(LC 1),
51=107(LC 1).52=107(LC 1),53=106(LC 1),54=108(LC 1),55=101(LC 1),56=128(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-57=-220/62,29-30=-31/25.1-2=-560/187,2-3=-470/161,3-58=-440/151,4-58=-438/156,4-5=-409/146,5-6=-383/136,
6-7=-356/127,7-8=-329/118.8-9=-302/108,9-10=-275/91,10-11=-273/99,11-12=-248/89,12-13=-221/80,13-14=-194/71,
14-15=-167/61,15-16=-140/52,16-17=-113/43,17-18=-86/33,18-19=-59/24,19-20=-32/15,20-21=-13/2,21-22=-0/1.
22-23=-0/1,23-24=-0/1,24-25=-0/1,25-26=-0/1,26-27=-0/1,27-28=-0/1,28-29=-0/1
BOT CHORD 56-57=-1/1,55-56=-1/1,54-55=-1/1,53-54=-1/1,52-53=-1/1,51-52=-1/1,50-51=-1/1,49-50=-1/1,48.49=-1/1,47-48=-1/1,
46-47=-1/1,45-46=-1/1,44-45=-1/1,43-44=-1/1,42-43=-1/1,41-42=-1/1,40-41=-1/1,39-40=-1/1,38-39=-1/0,37-38=-1/0,
36-37=-1/0,35-36=-1/0,34-35=-1/0,33-34=-1/0,32-33=-1/0,31-32=-1/0,30-31=-1/0
WEBS 28-31=-78/54,27-32=-82159,26-33=-80/58,25-34=-80/58,24-35=-80/58,23-36=-80/57,22-37=-81/62,20-38=-80/69,
19-39=-80174,18-40=-80/71,17-41=-80/72,16-42=-80/72,15-43=-80/72,14-44=-80/72,13-45=-80/72,12-46=-80/72,
11-47=-80172,9-49=-80/72,8-50=-80/72,7-51=-80/72,6-52=-80/72,5-53=-80171,4-54=-81/85,3-55=-77/80,
2-56=-107/270
Continued on page 2
'Truss Truss Type Qty T Ply
,Job i
I8959T0 T53 Monopitch Supported Gable 2 1 - -
L Job Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Tue Jan 19 08:15:12 2016 Page 2
I D:6Cfcq Im9I skTBToaB9GDRRzy831-Vq W 3ggemYWGTOV LcmugwdL4 S9GGFrwq EIOC9YEztseT
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=35ft;eave=2ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(directional)and C-C Corner(3)0-1-12 to 3-7-11,Exterior(2)3-7-11 to 34-9-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult
qualified building designer as per ANSI(TPI 1.
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)•This truss has been designed for a live load of 20.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.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 30,29 lb uplift at joint 31,36 lb uplift at joint 32,34 lb uplift at
joint 33,34 lb uplift at joint 34,34 lb uplift at joint 35,35 lb uplift at joint 36,30 lb uplift at joint 37,33 lb uplift at joint 38,35 lb uplift at joint 39,33 lb uplift at joint 40,34 lb uplift
at joint 41,34 lb uplift at joint 42,34 lb uplift at joint 43,34 lb uplift at joint 44,34 lb uplift at joint 45,34 lb uplift at joint 46,34 lb uplift at joint 47,34 lb uplift at joint 49,34 lb
uplift at joint 50,34 lb uplift at joint 51,35 lb uplift at joint 52,31 lb uplift at joint 53,46 lb uplift at joint 54 and 219 lb uplift at joint 56.
11)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1
[.lob 'Truss Truss Type i ON I Ply
•
•
I8959T0 'T26 Roof Special Structural Gable Run:7.620 1
I Job Reference(optional) ..
Building Component Supply.Green Cove Springs,FL 20 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 1908:15:13 2046 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-z14RuAfOJEOKOfwpKcL99YcbOgW6aCaN Syi4gztseS
5-5-4 16-7-4 22-4-0 24-3.14. 28-1-4 30-4-0, 36-4-0 44-9-8 ,•I
5-5-4 11-2-0 5-8-12 1-11-14 3-9-6 2-2-12 6-0.0 8-5-8
5x6 Scale=1:80.8
6.00 12
7
3x8 44 3x4 4x5
3x6 6 43T2 TO 8 3x6
5 '!' 910
W3
9 4 W5 W6 3x4
W4 W7 11
9 3x4
3x4 42 3 Ti B2 B5 { B5 10 /j" Ti 45 4x6
1 2 HW1 Wt 259 8" 24 23 226 21 10 it Wit- = 1?2 23 y'N
4 W2 ;
1 e}_ N 3x6 E 89 c 16 ° 1''-.'' O.
3x8 20 19 18 14 g )
27 26 311 30ff 240#/-47# 140-5-8L0,-,1-11)8- 22# 4x5 4x5 3x8 672W--2518#
5-5-4 10-7-0 12-7-13 16-7-4 22-4-0 _ 24-3-1426-3-14261-0 30-0-0 36-4-0 42-4-0 , 44-9-8
5-5-4 5-1-12 2-0-13 3-11-7 5-8-12 1.11-14 2-0-0 1-9-6 2-2-12 6-0-0 6-0-0 2-5-8
Plate Offsets(X,Y)- [1:0-2-9,0-1-5],[12:0-1-4,0-2-0],[13:0-2-8,0-0-15],[15:0-3-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud •1 PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.08 15-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.20 15-16 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.77 Horz(TL) -0.09 19 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:297 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins.
BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
62,65,68,810:2x4 SP No.3,B12:2x6 SP No.2 6-1-13 oc bracing:15-16
WEBS 2x4 SP No.3 9-1-12 oc bracing:14-41.
WEDGE 6-0-0 oc bracing:25-28
Right:2x4 SP No.3 WEBS 1 Row at midpt 7-22,6-22,6-25
SLIDER Left 2x4 SP No.3 1-6-0 JOINTS 1 Brace at Jt(s):21
1 MiTek recommends that Stabilizers and required cross bracing .
be installed during truss erection,in accordance with Stabilizer
1 Installation guide.
REACTIONS. (lb/size) 1=311/10-7-0 (min.0-1-13),28=848/10-7-0 (min.0-1-13),13=648/0-5-8 (min.0-1-8),27=194/10-7-0 (min.
0-1-13),26=180/10-7-0 (min.0-1-13),26=180/10-7-0 (min.0-1-13),19=1438/0-5-8 (min.0-1-11),1=311/10-7-0
(min.0-1-13)
Max Horz 1=311(LC 11)
Max Uplift 1=-130(LC 12),28=-232(LC 12),13=-251(LC 12),27=-47(LC 12),26=-44(LC 9),19=-222(LC 12)
Max Grav1=311(LC 1),28=897(LC 17),13=672(LC 18),27=240(LC 18),26=243(LC 17),26=180(LC 1),19=1438(LC 1),
1=311(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-206/26,2-42=-314/279,3-42=-266/290,3-4=-302/297,4-5=-271/340,5-6=-236/354,6-43=-427/384,7-43=-384/407,
7-44=-383/418,8-44=-418/395,8-9=-154/385,9-10=-243/393.10-11=-319/391,11-45=-913/530,12-45=-975/513,
12-13=-1036/535
BOT CHORD 1-27=-165/343,26-27=-165/343,26-28=0/0,25-28=-897/258,4-25=-356/226,24-25=-59/526,23-24=-59/526,
22-23=-59/526,21-22=-25/15,19-20=0/0,18-19=-54/142,17-18=0/32,9-17=-134/468,16-17=-320/790,15-16=-918/1843,
14-15=0/28,12-15=0/128,13-14=-418/857
WEBS 3-27=-115/105,3-26=-394/200,7-22=-148/134,6-22=-285/199,6-24=0/245,6-25=-692/101,8-22=0/508,19-21=-822/116,
8-21=-775/139,9-19=-602/244,11-17=-748/308,11-16=-9/381,12-16=-1060/603
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=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-12,Interior(1)4-5-12 to 22-4-0,Exterior(2)22.4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
4)All plates are 2x4 MT20 unless otherwise indicated.
1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Bearing at joint(s)28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 1,232 lb uplift at joint 28,
251 lb uplift at joint 13,47 lb uplift at joint 27,44 lb uplift at joint 26,222 lb uplift at joint 19 and 130 lb uplift at joint 1.
L9bn"MaggiAd eb2reaks including heels"Member end fixity model was used in the analysis and design of this truss.
1Job Truss riusi T ype I IN
L695970 126 oof Special Structural Gable 1 1
— — — — — L— 1 Lob Reference(optional)
Building Component Supply.Green Cove Springs,FL Run:7.620 a Apr 30 2015 Pmt 7.620 s Apr 30 2015 MTek Industries.Inc.Tue Jan 19 08:15:13 2016 Page 2
ID:6cf cglm9lskT8ToaB9GDRRzy831-z14RuAf OJEOKC!fwpKcL99YcbOgW6aCaN_Syi4gz .S
LOAD CASE(S) Standard
'Truss -Truss Type Qty Ply
895970 727 RoofSpedal _..-. 11 1
Job Reference(optional) '
Run:7.6
Building Component Supply,Green Cove Springs,FL 20 s Apr 30 2015 Print:7.620 s Apr 30 2015 Welk Industries,Inc.Tue Jan 19 08:15:14 201,6 Page 1
I D:6cfcq I m91 skTBToaB9G D R Rzy831-RDe p5 W f04Y W B 2 pV?tJsO i m9IC 3 rO JfuXC 6h Gc6ztseR
5-5-4 I _I 10-74 __f12-7 13_. 16.7-4 - _ 22-4-0 i243-14 28-1-4 30-0-0.1-_ 36-4-0 42-0-0 44.9 8.•
5-5-4 5.1-12 2-0-13 3-11-7 5-8-12 1-11-14 3-9-6 2-2-12 6-0-0 6-0-0 2-5-8
5x6= Scale=1:80.8
6.00'12
7
•
3x4 44 3x4 4x5
3x6 6 4372 73 8 3x6
5 /-'' 910
4x5 i W6 ,/,'/.
% i
42 4 '� 3x4
W4 W5 W8 11
3x4
3x4 42 3 Ti B2 B5 l I1. 85 45 44
W2 'y E? ����__pp W11 12
1 2 HW1 W1 2563 24 23 22 6T 21 W 2- _—- - e12 qq
W3 q : {`}B11 W13 --9' HW23 '4 N
n7 B1`" 44" 3x4 3x6. Nt �B9 'it 16 0'613 - h
u )) 27 26 3x8 20 gg[[19 )) 18 14 g1� )
110t6337# 3x5 87W-`839# 4x5 4x5 3x8 6x62#/246#
5-5.4 10-7-0 12-7-13 16-7-4 22-4-0 24.3-1426-3-1428-1-4 30-4-0 36-4-0 42-4-0 . 44-9-8 ,
5-5-4 5-1-12 s 2-0-13' 3-11-7 5-8-12 1-11-14 2-0-0 1-9-6 2-2-12 6-0-0 6-0-0 2-5-8
Plate Offsets(X,Y)— [1:0-3-5,0-1-9],[12:0-1-4,0-2-4[13:0-2-8,0-0-15],[15:0-3-4,0-1-8],[25:0-5-12,0-3-01[27:0-2-0,0-1-8]
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.16 25 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.41 24-25 >819 180
BCLL 0.0 • Rep Stress Incr YES WB 0.77 Horz(TL) -0.07 19 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:301 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing.
B2,B5,B8,B10:2x4 SP No.3,B12:2x6 SP No.2 WEBS 1 Row at midpt 8-21,6-22,4-24
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):21
WEDGE MiTek recommends that Stabilizers and required cross bracing I
Right:2x4 SP No.3 , be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x4 SP No.3 1-6-0 Installation guide.
REACTIONS. (lb/size) 1=1106/0-4-0 (min.0-1-8),13=634/0-5-8 (min.0-1-8),19=1879/0-5-8 (min.0-2-3)
Max Horz 1=311(LC 11)
Max Uplift 1=-337(LC 12).13=-246(LC 12),19=-339(LC 12)
Max Gray 1=1106(LC 1).13=662(LC 18),19=1879(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-828/174,2-42=-1842/684,3-42=-1740/695,3-4=-2924/1028,4-5=-1496/627,5-6=-1347/642,6-43=-703/463,
7-43=-617/486,7-44=-617/497,8-44=-702/474,8-9=-131/373,9-10=-219/380,10-11=-296/378,11-45=-887/514,
12-45=-950/496,12-13=-1018/521
BOT CHORD 1-27=-520/1700.26-27=-11/37,25-26=0/98,4-25=-227/988,24-25=-726/2757,23-24=-284/1360,22-23=-284/1360,
21-22=-58126,19-20=0/0,18-19=-45/123,17-18=0/29,9-17=-131/465,16-17=-307/767,15-16=-891/1815,14-15=0/28.
12-15=0/129,13-14=-406/843
WEBS 19-21=-1267/243,8-21=-1220/266,9-19=-595/240,11-17=-745/303,11-16=-7/379,12-16=-1055/589,7-22=-218/326,
8-22=-29/945,6-22=-1092/419,6-24=-152/754,4-24=-1543/518,3-27=-846/333,25-27=-580/1897,3-25=-240/1030
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-12,Interior(1)4-5-12 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are 2x4 MT20 unless otherwise indicated.
4)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 337 lb uplift at joint 1,246 lb uplift at joint 13
and 339 lb uplift at joint 19.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty i Ply '
8959T0 728 Roof Special '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 MTek Industries,Inc.Tue Jan 19 08:15:14 2016 Page 1
I D:6cfcq I m91 skTBToaB9GDRRzy831-RDepSW f04Y W B2pV?LlsOim9m93r9AXC6 hGc6ztseR
. 2-2-4 . 6-4-10 12-7-13 4 16-7-4 4 22-4-0 424-3-14 28-1-4 .30-4-0; 36-4-0 42-4-0 44-9-8
2-2-4 4-2-6 6-3-3 3-11-7 5-8-12 1-11-14' 3-9-6 2-2-12 6-0-0 6-0-0 2-5-8
Scale=1:80.9
5x6
6.00 12
7
3x4 39 40 3x4
3x6
6 13 8 4x5
T4 9
i
4x5 1
c 4 5 W9 W10 II i 3x6
0 10 3x4
3x4 W7 W8 W11 11
3 12 W12W13
5x6 B2 B5 B5 E310 41
W5 84. .. 4x6
86''r 12
a 1 T1 'f/ 2583 3x44 22 87 ` 21 '' W14 W15 81? c?-
.. _ �8
W
rn W6 8 23 QI q ..:1811 W16 - .,1.1W23 R a o'
:- -W2 W3B1,:'f aN 3x6 �h_- - B9 1I 1°9'B13--t' 1r`.
,:) 0 16 0 0
QQ((28 )) 27 26 3x8 20 gg((19 )) 18 14 g1� )
10 0W837# 4x10 87211' 36# 4x5 4x5 3x8 ¢663#/P4 8#
6-4-10 10-7-0 12-7-13 16-7-4 22-4-0 24-3-1426-3-1428-1-4,30-4-0, 36-4-0 42-4-0 44-9-8 ,
6-4-10 4-2-6 2-0-13 3-11-7 5-8-12 1-11.14 2-0-0 1-9-6 2-2-12 6-0-0 6-0-0 2-5-8
Plate Offsets(X,Y)- [12:0-1-4,0-2-0],[13:0-2-8,0-0-15],[15:0-3-4,0-1-8],[25:0-5-12,0-3-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.15 25 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.38 24-25 >875 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) -0.06 19 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:308 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4-9 oc purlins, except
BOT CHORD 2x4 SP No.2'Except' end verticals.
B2,B5,B8,B10:2x4 SP No.3,B12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-22,4-24,8-21
WEDGE JOINTS 1 Brace at Jt(s):21
Right:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
I Installation guide.
REACTIONS. (lb/size) 28=1100/0-4-0 (min.0-1-8),13=635/0-5-8 (min.0-1-8),19=1872/0-5-8 (min.0-2-3)
Max Horz 28=296(LC 11)
Max Uplift28=-337(LC 12),13=-247(LC 12),19=-336(LC 12)
Max Grav28=1100(LC 1),13=663(LC 18),19=1872(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-28=-61/37,1-2=-54/0,2-3=-1760/610,3-4=-2883/985,4-5=-1485/614,5-6=-1408/631,6-39=-701/456,7-39=-615/479,
7-40=-615/496,8-40=-699/473,8-9=-133/374,9-10=-246/381,10-11=-298/356,11-41=-890/514,12-41=-952/496,
12-13=-1020/522
BOT CHORD 27-28=-448/1518,26-27=-14/29,25-26=0/56,4-25=-216/1015,24-25=-709/2732,23-24=-279/1350,22-23=-279/1350,
21-22=-55/26,19-20=0/0,18-19=-46/125,17-18=0/29,9-17=-131/465,16-17=-307/770,15-16=-892/1818,14-15=0/28,
12-15=0/129,13-14=-407/844
WEBS 2-28=-1677/637,2-27=0/173,3-27=-1020/357,7-22=-217/325,6-22=-1081/414,6-24=-131/738,4-24=-1526/475,
8-22=-26/937,19-21=-1259/233,8-21=-1212/255,9-19=-596/240,11-17=-746/303,11-16=-7/379,12-16=-1056/589,
25-27=-520/1939,3-25=-261/1082
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-2-4,Interior(1)2-2-4 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 337 lb uplift at joint 28,247 lb uplift at joint
13 and 336 lb uplift at joint 19.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job 'Truss Truss Type Oty :Ply
895970 iT29 Roof Special j 1 1 1
Job Reference(optional) `
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Tue Jan 19 08:15:15 201'6 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy83l-vPCBlrgerre2fz4BR1 Od Fzhx3TBM26fgRmRpBZztseO
. 3-6-4 , 6-6-0 . 12-7-13 16-7-4 22-4-0 24-3-14 28-1-4 33-7-14 39-2-9 44-9-8
3-6-4 2-11-12 6-1-13 3-11-7 5-8-12 -1.11.14 3-9-6 5-6-10 5-6-10 5-6-15
Scale=1:77.7
5x6
6.00 12
7
3x4 37 3x4
3x6 6 36T3 j T4 8 3x6
i H'1 9
4x5 5--:-.= W9 I I 3x4
cO 4 W10 1 I 10
3x4 T2 W7 W8 W11 !', l 3x4
5x6 3.. 62 B5 ', B5 W12 T5 11 38
1 W5 B4-.•. ..-. , W13
N W1 Ti T2 Ti 4 2263 2119 F 67 18 1.T4 W16 ° c;,
W6 1c8 20 8 W15 ..1-10/212/ N ccL
i 'i,. W2 N 3x4 3x6 3x8 N.l B9 .,+ 610
B1 _ - x o.
25 24 23 17 16 15 14 13
0-5.8_p-2-3) 0-84(0-1-8)
110 39# 4x10 1865#4333# 3x4 3x6 667#/-247#
6-6-0 10-7-0 12-7-13 16-7-4 22-4-0 24.3-142631428.1.4 33-7-14 39-2-9 44-9-8
6-6-0 ' 4-1-0 •2-0-13 3-11-7 5-8-12 1-11.14 2-0-0 1-9-6 5-6-10 5-6-10 5-6-15
Plate Offsets(X,Y)-- [12:0.2-80-1-31,[22:0-5-12,0-3-.4L125:0-2-80-2-81 1
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.15 22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.39 21-22 >864 180
BCLL 0.0 * Rep Stress!nor YES WB 0.80 Horz(TL) 0.05 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:293 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except
BOT CHORD 2x4 SP No.2"Except" end verticals.
B2,B5,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-0-7 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-19,4-21,8-18
WEDGE JOINTS 1 Brace at Jt(s):18
Right: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) 25=1103/0-4-0 (min.0-1-8),16=1865/0-5-8 (min.0-2-3),12=639/0-5-8 (min.0-1-8)
Max Horz 25=287(LC 11)
Max Uplift25=-339(LC 12),16=-333(LC 12),12=-247(LC 12)
Max Grav25=1103(LC 1),16=1865(LC 1),12=667(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-25=-108/74,1-2=-40/4,2-3=-1731/615,3-4=-2893/980,4-5=-14921615,5-6=-1343/631,6-36=-707/458,7-36=-621/481,
7-37=-621/498,8-37=-707/475,8-9=-106/355,9-10=-151/342,10-11=-585/427,11-38=-917/517,12-38=-1017/506
BOT CHORD 24-25=-460/1599,23-24=-14/28,22-23=0/51,4-22=-208/1006,21-22=-706/2731,20-21=-279/1352,19-20=-279/1352,
18-19=40/19,16-17=0/0,15-16=-161/424,14-15=-367/848,13-14=-367/848,12-13=-367/848
WEBS 2-25=-1745/659,2-24=0/78,3-24=-1004/336,6-21=-131/736,6-19=-1079/413,7-19=-222/332,4-21=-1524/474,
8-19=-17/926,16-18=-1324/265,8-18=-1277/288,10-16=-650/253,10-15=-53/404,11-15=-485/236,11-13=0/211,
22-24=-506/1930,3-22=-276/1113
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-6-4,Interior(1)3-6-4 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 25,333 lb uplift at joint
16 and 247 lb uplift at joint 12.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
"Job _Truss Truss Type .Oty Ply
1895910 T30 Roof Special 1 1 I t
Job Reference(optional) •
i 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 Jan 19 08:15:16 2011)Page 1
I D:6cfcq l m9l skTSToa B9G D R Rzy8 31-N d a W Bh GC9mvH6fN?kvsn B E6 R WZnZvpg OAM h?ztse P
4-10-4 6-6-0 12-7-13 16-7-8 22-4-0 24-3-14 28-1-4 33-7-14 l 39-2-9 44-9-8
'
4.10-4 �1-7-12 6-1-13 3-11-11 5-8-8 '1-11-14* 3-9-6 5-6-10 5-6-10 5-6-15
Scale=1:77.7
5x6
6.00 12
7
• 3x4
3x6 36 T3 37 3x4
6 I T4 8 3x6
5-- H 9
4x5 3x4
4 W9 ,0 10
F2. -
•
3x4 4 T2 W7 NI W11 8 3x4
5x6 r
3 I B5 '-' \\ B5 W,2 T5 11
1 B2 , 38
ii. - T1 . : WS .. { B4:''1 -
y W13 W14
w „1 W4 2283 21 19 I 87_ W16 9 ,
of W1� W2 W6 4x8-- 20 • W15 HW22q N 7,B1 '; N 3x4 3x6 3x8= _! B9 l:r,. c i' 610- o
p�25 24 23 17 5 g(16 15 14 13
07bt342# 4x10 0-5-80;2-3)
861230# 3x4 3x6 667#/-248#
6-6-0 10-7-0 .12.7-13 16-7-8 22-4-0 24.3.1426.3-1428-1-4 33-7.14 39-2-9 44-9-8•
6-6-0 4-1-0 2-0-13 3-11-11
5-8-8 1-11-14' 2-0-0 1.9.6• 5-6-10 5-6-10 5-6-15
Plate Offsets(X,Y)- [12:0-2-8,0-1-3],[22:0-5-12,0-3-4],[25:0-2-8,0-2-8j
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(TL) 0.15 22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.39 21-22 >856 180
BCLL 0.0 • Rep Stress lncr YES WB 0.80 Horz(TL) 0.05 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:296 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc puffins, except
BOT CHORD 2x4 SP No.2'Except' end verticals.
B2,B5,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-21,6-19,8-18
OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-2-25
WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
Right:2x4 SP No.3 nails,bin o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
JOINTS 1 Brace at Jt(s):18
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
In_stallation guide.
REACTIONS. (lb/size) 25=1102/0-4-0 (min.0-1-8),16=1866/0-5-8 (min.0-2-3),12=639/0-5-8 (min.0-1-8)
Max Horz 25=278(LC 11)
Max Uplift25=-342(LC 12),16=-330(LC 12),12=-248(LC 12)
Max Gray 25=1102(LC 1),16=1866(LC 1),12=667(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-25=-145/102,1-2=-36/11,2-3=-1712/628,3-4=-2892/969,4-5=-1489/611,5-6=-1340/627,6-36=-707/458,7-36=-621/481
,7-37=-621/497,8-37=-707/474,8-9=-106/355,9-10=-151/342,10-11=-584/427,11-38=-917/517,12-38=-1017/506
BOT CHORD 24-25=-444/1606,23-24=-13/27,22-23=0/51,4-22=-197/989,21-22=-697/2718,20-21=-274/1344,19-20=-274/1344,
18-19=-40/19,16-17=0/0,15-16=-161/424,14-15=-368/848,13-14=-368/848,12-13=-368/848
WEBS 2-25=-1751/665,2-24=-55/83.3-24=-948/299,4-21=-1517/476,6-21=-131/731,6-19=-1073/409,7-19=-222/331,
8-19=-15/924,16-18=-1324/265,8-18=-1278/288,10-16=-650/253,10-15=-53/404,11-15=-485/236,11-13=0/211,
22-24=-490/1904,3-22=-281/1123
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-10-4,Interior(1)4-10-4 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 lb uplift at joint 25,330 lb uplift at joint
16 and 248 lb uplift at joint 12.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job iTruss 'Truss Type •Oty .Ply - - -'I
■895970 !131 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 Jan 19 08:15:16 201F Page 1
ID:6cf cglm9lskT8ToaB9GDRRry831-NdaWBhGc9mvH6fN7kvsnBE3_tWcnZvpgOAMh?ztseP
6.2.4 12-7-13 16-7-4 22-4-0 24-3-14 28-1-4_ 33-7-14 39-2-9 t 44-9-8 I
6-2-4 6-5-9 3-11-7 5-8-12 1-11-14 3-9-6 5-6-10 5-6-10 56.15
Scale=1:77.7
5x6
6.00 12 6
3x4 36 37 3x4
5 73 74 7 3x6
3x6 8
•4x5 .T 3x4
a 3 4�, W7 WB 9
4x5 5x6 W5 I 3x4
W9
1 W 0
65 BS
i=. Ti _ -t T5 10 38
35 W3 - g4:1,1iii:L___ .. - ` W11 W2 a
'II W1 1133 20 18 :�I�. W14 1"
r'� W2 W4 i16-_ 19 -. . W13 �q4
II % HW1,4 `"
!`: B---- . fr.I 3x4 3x6 3x8 _ B9 I G.- r--11 B10 0 J
24 23 22 16 15 14 13 12
02#/--345# 4x10= 1867#t:328# 3x4 3x6- 6. -247#
0-84(0-11-8)
6-2-4 10-7-0 12-7-13; 16.7-4 22-4-0 24-3-14 26-3-14,28.1-0. 33-7-14 . 39-2-9 44-9-8 1
6-2-4 4.4-12 2-0-13 3-11-7 5-8.12 1.11.14 2-0-0 '1-9-6' 5-6-10 5-6-10 5-6-15
Plate Offsets(X,Y)-- [11:0-2-8,0-1-3],[21:0-5-12,0-3-4],[24:0-2-8,0-0-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.16 21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.41 20-21 >826 180
BCLL 0.0 • Rep Stress Incr YES WB 0.80 Horz(TL) 0.03 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:295 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except
BOT CHORD 2x4 SP No.2'Except* end verticals.
B2,B5,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-20,5-18,7-17
WEDGE JOINTS 1 Brace at Jt(s):17
Right: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) 24=1102/0-4-0 (min.0-1-8),15=1867/0-5-8 (min.0-2-3),11=638/0-5-8 (min.0-1-8)
Max Horz 24=268(LC 11)
Max Uplift24=-345(LC 12),15=-328(LC 12),11=-247(LC 12)
Max Gray 24=1102(LC 1),15=1867(LC 1),11=666(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-24=-1042/444,1-35=-1498/552,2-35=-1498/552,2-3=-2880/950,3-4=-1491/598,4-5=-1413/623,5-36=-706/456,
6-36=-619/479,6-37=-619/495,7-37=-706/472,7-8=-105/354,8-9=-150/341,9-10=-582/427,10-38=-915/517,
11-38=-1015/505
SOT CHORD 23-24=-250/286,22-23=-13/31,21-22=0/69,3-21=-185/955,20-21=-680/2684,19-20=-271/1340,18-19=-271/1340,
17-18=-42/19,15-16=0/0,14-15=-161/422,13-14=-367/846,12-13=-367/846,11-12=-367/846
WEBS 1-23=-619/1693,2-23=-1721/634,3-20=-1486/460,5-20=-126/725,5-18=-1068/406,6-18=-220/328,7-18=-14/922,
15-17=-1326/263,7-17=-1279/286,9-15=-650/253,9-14=-53/404,10-14=-485/236,10-12=0/211,21-23=-484/1875,
2-21=-252/1042
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-8,Interior(1)4-7-8 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 lb uplift at joint 24,328 lb uplift at joint
15 and 247 lb uplift at joint 11.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Truss — 1TrussType Pfy 1
895970 732 I Roof Special 1 1 Job Reference(optional) `
Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wek Industries,Inc.Tue Jan 19 08:15:17 2011 Page 1
Building Component Supply.Green Cove Springs.FL ID:6cfcglm91skT8ToaB9GDRRzy831-roJAXtvMTumvGEaZRO5KOn8hHsmW09rAwwDRztseO
7.6-4_._ 12-7-13 -16-7.4 22-4-0 24-3-14 28-1-4 33-7-14 39-2-9 44-9-8
7.6.4 5-1-9 3-11-7 5-8-12 1 11-14 3-9-6 5-6-10 5-6-10 5-6-15
Scale=1:77.7
5x6
6.00 12 6
3x4 37 3x4
5 T3 T4 7 3x6
3x6 "I' 8
4x5 3x4
4 W7 9
4x5 5x6 3 % 1 WB
1 T2. W5 W9 3x4
I -- _ J . B5 W10 T5 10 3,
•W3 7�i 134 4 W71 W12 N
1 W2 /G'1 20 19 18 B7 . . W13 �9 Tr
! � W14 9 v
8
1 N
/ .N 3x4 3x6 3x8 _ Bg "4±_-- - B10 '.• i�
24 23 22 16 15 14 13 12 gg77..
110M348# 4x10= 86 �24N 3x4 3x6 666#/-247#
7-6-4 , 10-7.0 12-7-13 16-7-0 22-4-0 ,24-3-14.26-3-14;28-1-4, 33-7-14 , 39-2-9 44-9-8 _.
7-6-4 3-0-12 .2-0-13 3-11-7 5-8-12 1-11-14 2-0-0 1-9-6 5-6-10 5-6-10 5-6-15
Plate Offsets(X,Y)-- [3:0-2-0,0-2-0],[11:0-2-8,0-1-3],[21:0-5-8,0-4-0],[23:0-3-0,0-2-0],[24:0-2-8,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.16 22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.41 20-21 >809 180
BCLL 0.0 • Rep Stress Incr YES WB 0.80 Horz(TL) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:295 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing.
B2,B5,B8:2x4 SP No.3 WEBS 1 Row at midpt 3-20,5-18,7-17
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):17
WEDGE MiTek recommends that Stabilizers and required cross bracing
Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 24=1102/0-4-0 (min.0-1-8),15=1867/0-5-8 (min.0-2-3),11=638/0-5-8 (min.0-1-8)
Max Horz 24=259(LC 11)
Max Uplift24=-348(LC 12),15=-324(LC 12),11=-247(LC 12)
Max Grav24=1102(LC 1),15=1867(LC 1),11=666(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-24=-1030/458,1-35=-1458/551,2-35=-1458/551,2-3=-2896/949,3-4=-1489/595,4-5=-1414/617,5-36=-706/454,
6-36=-619/477,6-37=-619/494,7-37=-705/470,7-8=-105/354,8-9=-149/341,9-10=-581/427,10-38=-914/517,
11-38=-1014/505
BOT CHORD 23-24=-237/280,22-23=-18/29,21-22=-7/16,3-21=-221/1031,20-21=-671/2693,19-20=-267/1333,18-19=-267/1333,
17-18=-43/20,15-16=0/0,14-15=-160/421,13-14=-367/845,12-13=-367/845,11-12=-367/845
WEBS 1-23=-611/1627,2-23=-2064/721,3-20=-1503/454,5-20=-119/713,5-18=-1062/403,6-18=-219/328,7-18=-12/918,
15-17=-1326/261,7-17=-1280/284,9-15=-649/253,9-14=-53/404,10-14=-486/236,10-12=0/211,21-23=-514/2078,
2-21=-283/1191
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=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 10 4-7-8,Interior(1)4-7-8 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 348 lb uplift at joint 24,324 lb uplift at joint
15 and 247 lb uplift at joint 11.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
i Job Truss Truss Type - Qty I Ply
8959T0 1T33 Roof Special 1 1
i Job Reference(optional) r
Building Component Supply Green Cove Springs,Ft. Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 f Tek Industries,Inc.Tue Jan 19 08:15:18 2016 Page 1
ID:6cfcg1m9lskT8ToaB9GDRRzy831-J_1<xtiX7mOdWOom69xKsc JSDhAVFTO67jfTlurtseN
4-6-14 8-10-4 16-7-4 22-4-0 24-3-14, 28-1-4 33-7-14 39-2-9 44-9-8_ 44.9-8 1
4-6-14 4-3-6 7-9-0 5-8-12 1-11-14 3-9-6 5-6-10 5-6-10 5-6-15
Scale=1:77.7
5x6
6
6.00 12
3x4 35 36 3x4
5 T3 7 3x6
8 3x4
4x5
91 5x6 W8
1;09 9
0 3x4 4 ,,.
• 1 W6 W10 ',
• I T12 Y n 3x4
B5 S 85 ff 11 T4 10
B2 37 a
c7 N/4. B4.;-= 111- t W12 yv'3 n
v� 2 W3 W521B3 f'-6T-y),i 17 W15 `?:
1
$x10 19 18 % W14 00
HW1./ N
B1 N 3x4= 3x6= — 1
B9 "- Jr t, B10 _} o. .
24 23 22 16 15 14 13 12
0.44(0,1-8) - 0.5--gg((��2-3) 0-x(0.1-8)
1101 5x8 53# 18700fi'20# 3x4 3x6 665#/-247#
8-10-4 10-7-0 12.7-13 16-7-4 22-4-0 24-3-14,2.6-3-14 28.14 33-7-14 39-2-9 44-9-8
8-10-4 '1-8-12 2-0-13 3-11-7 5-8-12 1.11.14'2-0-0 1-9-6. 5-6-10 5-6-10 5-6-15
Plate Offsets(X,Y)-- [4:0-2-4,0-2-0],[11:0-2-8,0-1-3],[21:0-5-8,Edge],[23:0-2-0,0-1-12],[24:0-3-0,0-2-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.17 23-24 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.49 23-24 >684 180 '
BCLL 0.0 • Rep Stress Incr YES WB 0.80 Horz(TL) 0.08 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:301 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except
BOT CHORD 2x4 SP No.2"Except" end verticals.
82,B5,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3"Except" WEBS 1 Row at midpt 5-18,7-17,4-20
W5:2x4 SP No.2 T-Brace: 2x4 SP No.3-2-24,3-23
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
WEDGE nails,6in o.c.,with 3in minimum end distance.
Right:2x4 SP No.3 Brace must cover 90%of web length.
JOINTS 1 Brace at Jt(s):17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 24=1101/0-4-0 (min.0-1-8),15=1870/0-5-8 (min.0-2-3),11=636/0-5-8 (min.0-1-8)
Max Horz 24=250(LC 11)
Max Uplift24=-353(LC 12),15=-320(LC 12),11=-247(LC 12)
Max Grav24=1101(LC 1),15=1870(LC 1),11=665(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-24=-108/79,1-2=-23/0,2-3=-1373/523,3-4=-2962/955,4-5=-1487/611,5-35=-702/452,6-35=-615/475,6-36=-615/491,
7-36=-702/468,7-8=-102/354,8-9=-147/341,9-10=-579/426,10-37=-912/516,11-37=-1012/505
BOT CHORD 23-24=-160/941,22-23=-21/41,21-22=-121/0,4-21=-215/1089,20-21=-686/2784,19-20=-261/1320,18-19=-261/1320,
17-18=-48/20,15-16=0/0,14-15=-160/419,13-14=-367/843,12-13=-367/843,11-12=-367/843
WEBS 2-24=-1246/537,2-23=-249/786,3-23=-2822/853,5-20=-116/706,5-18=-1053/397,6-18=-216/326,7-18=-10/917,
15-17=-1330/258,7-17=-1283/281,9-15=-649/253,9-14=-53/404,10-14=-486/236,10-12=0/211,4-20=-1614/475,
21-23=-643/2829,3-21=497/1932
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=S.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-6-14,Interior(1)4-6-14 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 353 lb uplift at joint 24,320 lb uplift at joint
15 and 247 lb uplift at joint 11.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Pab --- —Tus Truss Type IQty Ply --
895910 134 Roof Special 1
Gq 91skT8ToaB620 s AQ0 2015(optional)Wok Industries. Tue Jan 19 08:1 :18 201Tlurtse `
Job Reference Run:7.620 s Apr 30
Wilding CarnpareM Supply,Green Cove SlxMrps,FL 2015 Print B9G s 30 I-J i<xtiX Industries.Inc.Tue Jan 19 08kFTP 2010 Paget
5 2-14 4-11-6 6 5-0 5 8 12 1.11.14 ID:3-9 Im
28 1 4 33-7-14 39-2-9 44-9-8 -__
x__52-14 I 10-2-4 _ 167-0 22-4-0 24-3-14 396 5610 5610 5-6-15
Scale=1:77.7
5x6
6.00 12 5
3x4 36 37 3x4
T3 6 3x6
4 T2
7
4x5= 3x5- 6x6 i 3x4
4 W7Hi 8
0 1 2
r W5 W6 11 W9 y 3x4
W3 ;�. 85 VQ10 T4 9 N
85 1.
000N��� tie B4-.. =
= W11 w1'2 a
�I 1':« 19 17 , B7 16' J)L__. -1448 18 W13 W14 HW20.q <�+
N 3x4 3 3x8 Nf. B9 - = '' B10 -:k o .
21 12
11024 4x 0 23 22_ 11868 213# 3x4 3x6 11 6 246#
7#
5-2-14 10-5-12 12-7-13 16-7-4 22-4-0 24.3.14126-3-14 28-1-, 33-7-14 39-2-9 44-9-8
I
5-2-14 5-2-14 2-2-1 3-11-7 5-8-12 1-11-14 2-0-0 1-9-6 5-6-10 5-6-10 5-6-15
Plate Offsets(X,Y)- [2:0-1-12,0-1-8],[3:0-1-4,0-2-12],[10:0-2-8,0-1-3],[20:0-6-0,0-2-12],[24:0-2-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.15 21 >999 240 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.40 19-20 >837 180
BCLL 0.0 * Rep Stress lncr YES WB 0.80 Horz(TL) 0.04 10 n/a n/a
I
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:304 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except
BOT CHORD 2x4 SP No.2"Except* end verticals.
82,65,68:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. Except:
WEBS 2x4 SP No.3 10-0-0 oc bracing:20-22
WEDGE WEBS 1 Row at midpt 4-17,6-16,3-19
Right:2x4 SP No.3 JOINTS 1 Brace at Jt(s):16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 24=1105/0-4-0 (min.0-1-8),14=1868/0-5-8 (min.0-2-3),10=639/0-5-8 (min.0-1-8)
Max Horz 24=241(LC 11)
Max Uplift24=-357(LC 12),14=-313(LC 12),10=-248(LC 12)
Max Gray 24=1105(LC 1),14=1868(LC 1),10=666(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-24=-1059/464,1-35=-877/349,2-35=-8771349,2-3=-2616/844,3-4=-1498/601,4-36=-710/451,5-36=-621/474,
5-37=-621/489,6-37=-7081466,6-7=-106/355,7-8=-151/342,8-9=-582/427,9-38=-915/517,10-38=-1015/506
BOT CHORD 23-24=-236/245,22-23=-10/37,21-22=0/0,20-22=0/100,3-20=-337/259,19-20=-628/2661,18-19=-257/1322,
17-18=-257/1322,16-17=-41118,14-15=0/0,13-14=-1611422,12-13=-368/846,11-12=-368/846,10-11=-368/846
WEBS 1-23=-504/1271,2-23=-1274/482,4-19=-95/693,4-17=-1053/394,5-17=-218/333,6-17=-5/908,14-16=-1327/253,
6-16=-1280/276,8-14=-649/253,8-13=-53/404,9-13=-485/236,9-11=0/211,3-19=-1488/410,20-23=-125/1032,
2-20=-58111972
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-8,Interior(1)4-7-8 to 22-4-0,Exterior(2)22-4-0 to
26-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 lb uplift at joint 24,313 lb uplift at joint
14 and 248 lb uplift at joint 10.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
truss- 7TfUss Type Qty Ply
895970 T23 1Root spade/Structural Gable Run:zs 1 1 I Job Reference(optional) _ _ 1
Building Componer1 Suppy.Green Cove Springs.FL 20 s Apr 30 2015 Print:7.620 s Apr 30 2015 Lin*Industries,Inc.Tue Jan 19 08:15:1920i8 Pa 1
ID:6cfcglm91skT8ToaB9GDRRzy831-oBRi8D19u48U8aNygsSZPpsfd4cY 31GMNPOHKztseM
17-11-8
5-11-8 _ 10-2-0 laps 15-1-12_ 16-7.8 21.11-8 25-11-6 32-7-8 37-11-8 44-5-0
~- 511.8 � 4-2-8 0-6.8 4.11.4 '1.5.12 1 4-0-0 3-11-14 6-8-2 5-4-0 6-5-8
1.4.0 Scale=1:89.0
5x6
17 79 20
5 x 5 I I
5x8= 22
X23 T4 23 24
911 - 25
3x6 6 7/t i x5 115 26 27 3x6
i 5 T2 ' A 1 4 I 2829 6.00112
3x4 4 is 5 • 0i 30 31 ST13
3 N!4 W7 .. 2,1 - 5 5 StI%-r 1 38712
g. h 5x6 72 Tt:" BW359 5 "�9 iI 1• �63 34 6
12 HW1 W1 ,. " 11��U I. n S¢� o
W2 11
, Q
I �`.` 70 . ;56 74 7155 75 5x83 - O ''9, •8 7 r ;5 o;,4 r r1,' r.; '.. _.. 37 N
41i�f1)3# 566(►f(S 8# 422x#/ )# 524X-52# 488ai�11 !!� ) l.7 L)
x. 3x5
4x5 ,!
3x4 I I
0.5.5 5-11-8 10-2-0 1 813-11.4 t 18-741V-11-8 21-11-8 i 25-11-6 i 32-7-8 37-11-8 44-5-0
0-5-5 5-6-3 - 4-2-8 38.12 2.8.4 1-4 4-0-0 3-11-14 6-8-2 5-0.0 6-5-8
Plate Offsets(X,Y)-- [1:0-6-5,Edge],[5:0-1-13,0-1-8],_[7:0-1-0,0-2-81,[46:0-3-0,0-0-4],[51:0-2-0,0-1-4],[52:0-2-0,0-0-4],[56:0-2-12,0-2-0]
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (roc) Vdefl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.26 Vert(LL) -0.04 53-54 >999 240 1 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 53-54 >875 180
BCLL 0.0 ' Rep Stress lncr YES , WB 0.25 Horz(TL) 0.07 37 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight:349 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing.
B2,B4:2x4 SP No.3 WEBS 1 Row at midpt 24-50
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):18,15,10
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer
Installation guide. ,
REACTIONS. (lb/size) 37=-1/18-5-10 (min.0-1-12),1=412/0-3-8 (min.0-1-8),51=35/18-5-10 (min.0-1-12),45=106/18-5-10 (min.
0-1-12),41=93/18-5-10 (min.0-1-12),53=460/15-8-14 (min.0-2-5),50=83/18-5-10 (min.0-1-12),
49=116/18-5-10 (min.0-1-12),48=104/18-5-10 (min.0-1-12),47=107/18-5-10 (min.0-1-12),44=107/18-5-10
(min.0-1-12),43=106/18-5-10 (min.0-1-12),42=110/18-5-10 (min.0-1-12),40=167/18-5-10 (min.0-1-12),
39=-143/18-5-10 (min.0-1-12),38=455/18-5-10 (min.0-1-12),52=-86/18-5-10 (min.0-1-12),56=566/15-8-14
(min.0-2-5),55=280/15-8-14 (min.0-2-5),54=462/15-8-14 (min.0-2-5),37=-1/18-5-10 (min.0-1-12)
Max Horz 1=349(LC 11)
Max Uplift37=-1(LC 1),1=-293(LC 12),51=-33(LC 11),45=-42(LC 12),41=-45(LC 12),50=-128(LC 12),49=-14(LC 12),
48=-50(LC 12),47=-39(LC 12),44=-41(LC 12),43=-42(LC 12),42=-41(LC 12),40=-27(LC 12),39=-160(LC 17),
52=-275(LC 12),56=-348(LC 12),55=-44(LC 12),54=-52(LC 12),37=-1(LC 1)
Max Grav1=412(LC 1),51=102(LC 12),45=111(LC 18),41=100(LC 18),53=488(LC 17),50=125(LC 18),49=116(LC 1),
48=112(LC 18),47=110(LC 18),44=111(LC 18),43=110(LC 18),42=113(LC 18),40=167(LC 1),38=455(LC 1),
52=81(LC 11),56=566(LC 1),55=422(LC 17),54=524(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 19-20=-182/359,20-22=-187/340,22-23=-165/349,23-24=-150/296,24-25=-141/281,25-26=-126/250,26-27=-111/219,
27-28=-96/189,28-29=-75/158,29-30=-81/153,30-31=-66/128,31-32=-59/97,32-33=-59/67,33-34=-68/37,34-69=-46/29,
35-69=-63/21,35-36=-120/21,36-37=-125/61,1-66=-19/9,1-1=-217/201,1-2=-173/161,2-72=-405/383,3-72=-326/396,
3-4=-282/222,4-5=-241/234,5-6=-238/251,6-7=-145/176,7-8=-69/82,8-10=-79/90,10-13=-95/104,13-15=-61/89,
15-16=-77/103,16-18=-90/121,18-21=-63/49,21-53=-69/57,7-9=-176/215,9-11=-166/228,11-73=-155/244,
12-73=-148/249,12-14=-178/304,14-17=-181/331,17-19=-183/362
BOT CHORD 1-67=-24/26,1-63=-388/307,1-70=-388/307,58-70=-388/307,57-58=-388/307,57.71=-341/285,56-71=-341/285,
56-59=-258/147,4-59=-257/147,51-52=0/0,23-52=-64/131,50-51=-48/122,49-50=-48/122,48-49=-48/122,
47-48=-48/122,46-47=-48/122,45-46=-48/122,44-45=-48/122,43-44=-48/122,42-43=-48/122,41-42=-48/122,
40-41=-48/122,39-40=-48/122,38-39=-48/122,37-38=-48/122.56-74=-19/85,55-74=-19/85,55-75=-19/85,54-75=-19/85,
53-54=-19/85,52-53=-52/133
WEBS 3-58=-209/208,3-57=-389/442,18-19=-172/61,28-45=-84/55,33-41=-81/56,16-17=-30/55,14-15=-53/46,12-13=-214/120
,20-21=-33/30,22-53=-209/0,24-50=-86/23,25-49=-86/56,26-48=-84/56,27-47=-84/55,30-44=-84/55,31-43=-84/55,
32-42=-85/55,34-40=-102/60,35-39=-10/85,36-38=-239/97,10-11=-51/34,8-9=-39/17,6-55=-216/111,13-54=-368/176
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCOL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-0 to 4-11-14,Interior(1)4-11-14 to 22-5-8,Exterior(2)14-5-4 to
14-9-15 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
Co( be3'gR Big Qnp DOL=1.60
I
Job (Truss 'Truss Type Qty 'Ply
895970 723 Root Speaal Structural 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 Jan 19 08:15:20 201*Page 2
ID:6dcglm9lskT8ToaB9GDRRzy831-GN?4 MZknfOGLmky9Eazoy1 PgNUynjWYPbl8agmztseL
NOTES-
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,with BCDL=10.0psf.
8)Bearing at joint(s)52 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 1 lb uplift at joint 37,293 lb uplift at joint 1,33 lb uplift at joint 51,42 lb uplift at joint
45,45 lb uplift at joint 41,128 lb uplift at joint 50,14 lb uplift at joint 49,50 lb uplift at joint 48,39 lb uplift at joint 47,41 lb uplift at joint 44,42 lb uplift at joint 43,41 lb uplift at
joint 42,27 lb uplift at joint 40,160 lb uplift at joint 39,275 lb uplift at joint 52,348 lb uplift at joint 56,44 lb uplift at joint 55,52 lb uplift at joint 54 and 1 lb uplift at joint 37.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Oty Ply
i
8959T0 T24 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 MTek Industries.Inc.Tue Jan 19 08:15:20 20181 Pate 1
10:6cfcg1m91skT8ToaB9GDRRzy831-GN?4 MZknfOGLmky9Eazoyl Po_Uz?jN4Pb18agmztseL
4-10-7 10-1-8 16-2-4 21-11-8 25-11-6. 27-8-12 33-3-6 38-10-1 44-5-0
' 4-10-7 5-3-1 6-0-12 5-9-4 3-11-14 1-9-6- 5-6-10 5-6-10 5-6-15
5x6 Scale=1:88.3
6.00 12
7
3x8 37 3x4
3x6 6 3 T2 T2 8 3,6
I 5 ...1' I
2x4 ! G 1 9 3x4
4 W3 WS 10 is
3x4 W4 W5 3x4
5x6 3 Ti / / T3 11 38
35 � ,I. `+ •
4. 12 HW1 W1 22 x 20 1 18 W10 d1 FIVV2 ^ R
° 'i'- "B1 - 40 41 42 21 43,- (J 87 N
6 :1 ) 39 t-g� 2x4 3x6 - (47 �� 14 -goo
25 38!1832# 2x4 i 11150/-4tlQls 3x8 2A -24 3x4= 3x6 13 641#/-243#
4x5 3x4 2x4 II
2x4'-
0 5-5 4-10-7 10-1-8 10-5-4 16-2-4 21-11-8 25-11-6 47-8-12 333 6 38-10-1 44-5-0
0-5-5 4-5.2 5-3-1 0-3-'12 5-9-0 5-9.4 i_3.11.14 1-9-6 5-6-10 5-6-10 5-6-15
Plate Offsets(X,Y) [1:0-6-5,Edge],[12:0-2-12,0-0-11],[18:0-1-12,0-1-0j
LOADING(psf) SPACING- 2-0-0 CSI. ! DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.04 22-23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.09 22-23 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) -0.04 16 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:277 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
B2,B5:2x4 SP No.3 WEBS 1 Row at midpt 6-23,6-20,7-20
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):18
WEDGE MiTek recommends that Stabilizers and required cross bracing
Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x8 SP No.2 1-6-0 Installation guide.
REACTIONS. (lb/size) 1=388/0-3-8 (min.0-1-8),23=1097/0-5-8 (min.0-1-8),16=1439/0-5-8 (min.0-1-12),12=629/0-5-8 (min.0-1-8)
Max Horz 1=356(LC 11)
Max Uplift1=-282(LC 12),23=-443(LC 12),16=-248(LC 12),12=-243(LC 12)
Max Gray 1=389(LC 21),23=1150(LC 17),16=1506(LC 18),12=641(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-29=-9/7,1-1=-197/217,1-2=-120/145,2-35=-406/448,3-35=-307/449,3-4=-302/276,4-5=-264/266,5-6=-227/281,
6-36=-411/374,7-36=-342/397,7-37=-342/407,8-37=-384/384,8-9=-79/344,9-10=-124/331,10-11=-525/419,
11-38=-866/508,12-38=-966/497
BOT CHORD 1-30=-26/24,1-26=-424/319,1-39=-424/319,25-39=-424/319,24-25=-424/319,24-40=-296/240,23-40=-296/240,
4-23=-370/238,2341=-25/548,22-41=-25/548,22-42=-25/548,21-42=-25/548,20-21=-25/548,20-43=-72/26,
1943=-72/26,18-19=-11/11,17-19=-61/0,16-17=-62/15,15-16=-153/384,14-15=-360/802,13-14=-360/802,
12-13=-360/802
WEBS 3-25=-187/200,3-24=-374/424,6-23=-758/152,6-22=0/302,6-20=-344/172,7-20=-147/99,8-20=0/574,16-18=-894/169,
8-18=-853/173,10-16=-641/257,10-15=-56/394,11-15=-493/236,11-13=0/216
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-0 to 4-11-14,Interior(1)4-11-14 to 22-5-8,Exterior(2)22-5-8 to
26-11-6 zone;cantilever left exposed;porch left 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,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 lb uplift at joint 1,443 lb uplift at joint 23,
248 lb uplift at joint 16 and 243 lb uplift at joint 12.
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 i Ply
8959T0 T25 Roof Speaal 12 I 1
Job Reference(optional) A,
Building Component Supply.Green Cove Springs.Ft. Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Tue Jan 19 08:15:21 2016„oa 1
ID:6cfcglm9IskT8ToaB9GDRRzy831-kZZTZvIPOhOCNuXLoHU1 UExzSuCiSglYphu7MCztseK
4-10-7 16-2-4 21-11-8 25-11-6 27.8-12 35-11-8 41-11-8 44-5-0,
4-10.7 11-3-13 5-9-4 • 3-11-14 1-9-6 8-2-12 6-0-0 ' 2-5-8
5x6 Scale=1:88.3
6.00 r2
7
3x6 3x8 41 42 3x4 4x5
g T2 8 3x6
5 -• 910
2x4 i' G
° yy3 W5 I 3x4
0 4
a 11
3x4 W4 W5
5x6 3 Ti B2 %=;f1 T3 43 4x6 3x4
40
B3 " .'t: B4 rg W9 W10 12
12_ HW1 1BI W2 27
45 46 26 47 25 24 8 �2■1 f, IIQo ,138 W11 79:310 '-lW2 140.9
0 44 2x4 3x6 ?? :11-13)1- 17 5
0-3,8(0:1-8) 29 0-SS 181 0. 263 9 4x5 1 8-1.8
38 lw 2x4 1132-4II7# 3x8 2042634 3x5604#/-232#
4x5 3x4 4x5 3x4 '
2x4
015.5 4-10-7 10-1-8 10.15-4 16-2-4 21-11-8 25-11-6 27-8-1229-11.8. 35-11-8 41-11-8 44-5-0
0 5L5 4-5-2 5-3-1 0.3-12 5- 9-0 5-9.4 3-11-14 1-9-6 2-2-12 6-0-0 6-0-0 2-5-8
Plate Offsets(X,Y)- [1:0-6-5,Edge],[12:0-1-8,0-1-8j,[14:0-2-8,0-0-7),[16:0-2-0,0-1-8j,[21:0-2-0,0-0-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.08 16-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.18 16-17 >999 180
BCLL 0.0 • Rep Stress lncr YES WB 0.79 Horz(TL) -0.08 20 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:294 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2"Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
B2,B5,B7:2x4 SP No.3 WEBS 1 Row at midpt 6-27,6-24,7-24
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):22
SLIDER Left 2x8 SP No.2 1-6-0,Right 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=388/0-3-8 (min.0-1-8),27=1072/0-5-8 (min.0-1-8),14=593/0-5-8 (min.0-1-8),20=1482/0-5-8 (min.0-1-13)
Max Horz 1=354(LC 11)
Max Uplift 1=-280(LC 12),27=-437(LC 12),14=-232(LC 12),20=-263(LC 12)
Max Grav1=389(LC 21),27=1132(LC 17),14=604(LC 18),20=1549(LC 18)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-33=-9/7,1-1=-197/215,1-2=-120/145,2-40=-406/443,3-40=-306/445,3-4=-301/274,4-5=-262/262,5-6=-225/276,
6-41=-374/360,7-41=-311/383,7-42=310/386,8-42=-344/363,8-9=-66/338,9-10=-142/341,10-11=-197/339,
11-43=-747/466,12-43=-808/449,12-13=-866/483,13-14=-242/130
BOT CHORD 1-34=-26/24,1-30=-425/319,1-44=-425/319,29-44=-425/319,28-29=-425/319,28-45=-297/240,27-45=-297/240,
4-27=-370/238,27-46=-16/532,26-46=-16/532,26-47=-16/532,25-47=-16/532,24-25=-16/532,24-48=-130/52,
23-48=-130/52,22-23=-29/20,21-23=-68/10,20-21=-101/32,19-20=-21/48,18-19=-30/10,9-18=-125/421,17-18=-269/645
,16-17=-748/1462,15-16=-7/69,12-16=0/167,14-15=-363/707
WEBS 3-29=-188/200,3-28=-374/424,6-27=-734/140,6-26=0/305,6-24=-355/178,7-24=-130/67,8-24=0/601,20-22=-860/140,
8-22=-811/148,11-17=0/361,11-18=-718/295,9-20=-562/238,12-17=-826/483
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-0 to 4-11-14,Interior(1)4-11-14 to 22-5-8,Exterior(2)22-5-8 to
26-11-6 zone;cantilever left exposed;porch left 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,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 280 lb uplift at joint 1,437 lb uplift at joint 27,
232 lb uplift at joint 14 and 263 lb uplift at joint 20.
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
895970 752 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 MTek Industries,Inc.Tue Jan 19 08:15:0120^8 Page 2
I D:6cfcq I m9I skTB Toa B 9G D RRry831-Jj LvM 3V s8Yt 1_p7 Vd4 7 Lg O6Y W q W mIg0cDa 24(N zt see
NOTES-
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 Pl y Job Reference(optional) 1
8959T0 T49 Common 1 1
I 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 Jan 19 08:15:01 2016 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-4vM3Vs8Th_p?Vd47Lg06TSgPQmmMcDa24fNztsee
5-11-0 11-6-8 17-2-0 22-7-0
5-11-0 5-7-8 5-7-8 5-5-0
4x5 Scale=1:40.1
4
6.00112 16 17
2x4\\ 4x5
5
0 3'".T1" C
18
ur,
15
3x4 Il
5x6 \ , 6
2 y f f,1 1 W3. -
1 ,-HWt
4 II
1' B1 :4
L'
10 19 9 20 8 po
7
3x4 3x6- 3x4=
4x12 ' 3x4
0-5-8(0-1-8) 7-9-8 15-3-8 22-1-13 0-2X1-8)
7-9-8 7-6-0 6-10-5 5
Plate Offs �7( ,9 (1:0-3-8,Edge] 89899i5/136#
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 I Vert(LL) -0.16 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.32 8-10 >840 180
BCLL 0.0 • Rep Stress Incr YES WB 0.85 Horz(TL) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:119 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 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.
SLIDER Left 2x8 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=897/0-5-8 (min.0-1-8),7=897/0-9-2 (min.0-1-8)
Max Horz 1=132(LC 11)
Max Uplift 1=-235(LC 12),7=-236(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-442/2,2-15=-1293/428,3-15=-1180/449,3-16=-1156/456,4-16=-1081/469,4-17=-1065/463,5-17=-1147/440,
5-18=-120/129,6-18=-190/116,6-7=-194/156
BOT CHORD 1-10=-316/1111,10-19=-156/780,9-19=-156/780,9-20=-156/780,8-20=-156/780,7-8=-302/1026
WEBS 3-10=-267/213,4-10=-121/440,4-8=-106/414,5-8=-193/193,5-7=-1113/345
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-6-8,Exterior(2)11-6-8 to 14-6-8
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,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 1 and 236 lb uplift at joint
7.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
II
Job Truss Truss Type a' Ply
895970 F12 _-- Floor 3 1
Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:15:02 2016 Pagel
I D:6cfcq I m91 skTBToaB9GDRRzy831-nwHaP W Uvs7ucza hAofaDEfe6Eju VHpmSEndBpztsed
0.1.8 1
1-3-0 , I 2-0-4 I ,0-114, Scale=1:38.3
1.5x3 3 x 6= 3x6 FP= 6x8 - 1.5x3 I I 1.5x3=
1 2 Ti 3 4 5 6 7 8 T2 9 10 11 12
..4. .. . WM, gill', 411' 29 9
v 28BL1 111
"' �� 41J .
27 26 25 24 23 22 21 20 19 18 17 16 15 14 13
3x6 1.5x3 3x6 FP 4x6 1.5x3 II
0-5-8(0-1-8) 0-3-8(0-1-8) 0-5-0(0-1-8)
715#/0# 1616#/0# 337#/-109#
6-5-6 7-6-4 18-11-8
54-8 64-10 74-12,i 15-3-4 18-0-4 18-5-14 23-1-0
i - 5-4-8 1-0-2 '0-11-6 ' 7-9-0 2-9-0 0-5-10 4-1-8
0-0-12 0-1-8 _ 0-5-10
Plate Offsets(X,Y)-- [3:0-1-8,Edge],[9:0-1-8,Edge],[12:0-1-8,Edge],[15:0-1-8,Edge]
i
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.13 22-23 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.78 ' Vert(TL) -0.19 22-23 >967 240
BCLL 0.0 Rep Stress lncr YES WB 0.58 Horz(TL) 0.03 18 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:122 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) 27=706/0-5-8 (min.0-1-8),13=178/0-5-0 (min.0-1-8),18=1616/0-3-8 (min.0-1-8)
Max Upliftl3=-109(LC 3)
Max Grav27=715(LC 10),13=337(LC 4),18=1616(LC 1)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 27-28=-711/0,1-28=-710/0,13-29=-338/100,12-29=-338/99,1-2=-697/0,2-3=-1606/0,3-4=-1930/0,4-5=-1700/0,
5-6=-929/0,6-7=-929/0,7-8=0/677,8-9=0/1055,9-10=-367/647,10-11=-367/647,11-12=-273/130
BOT CHORD 26-27=0/37,25-26=0/1299,24-25=0/1930,23-24=0/1930,22-23=0/1930,21-22=0/1450,20-21=-8/381,19-20=-8/381,
18-19=-1513/0,17-18=-1513/0,16-17=-647/367,15-16=-647/367,14-15=-318/478,13-14=-5/17
WEBS 8-18=-1558/0,1-26=0/897,2-26=-838/0,2-25=0/426,3-25=478/0,3-24=-77/136,8-19=0/1223.7-19=-1155/0,7-21=0/785,
5-21=-746/0,5-22=0/371,4-22=437/0,4-23=-991108,12-14=-170/347,8-17=0/784,11-14=-284/260,9-17=-907/0,
11-15=-534/0,9-16=0/276,10-15=0/189
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 13.
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
', J •
895910
Component Supply.Green Springs.FL Floor Run:7.620 3 1
Job Reference(optional)
Building 9 s Apr 30 2015 Print:7.620 5 Apr 30 2015 MiTek Industries,Inc.Tue Jan 1908:15:02 2016 Page 1
I D:6cfcq I m91 skTBToa B9G D R Rzy831-nwH a P W Uvs?u cza hAofa D Eff m E iwV 1 F mS E nd B pztsed
0.1-8
.,. 1-3-0 . 1-11-12 1-11-12 0-1-8
Scaje=1:38.3
4x6
1.5x3 3x6 = 3x6 FP= 6x8= 3x6= 1.5x3=
1 2 3 T1 4 5 T 7 8 T2 9 10 11
I-, "I�� 7- 911 28 q
.1.2781.1 I /� N\., // V All �\ - i 4-iii
B7 r i u .. ..
-- (-rL t3 ►
In
26 25 24 23 22 21 20 19 18 17 16 15 14 13 12
4x6 1.5x3 3x6 3x6 FP- 4x6 - 1.5x3 II
0-5-8(0-1-8) 0-5-8(0-1.8) 0-5-0(0-1-8)
779#/0# 1464#/0# 369#/-18#
6-5-14
6-5-2 7-5-12 19-1-14 20-2-8
.. 5-4-8 6-4-6 ,,,74-47-7-4 15-4-4 18-1-4 19-1-2 20-1-0 23-1-0 ,
5-4-8 '0-11-14. 0-10-6 7-9-0 2-9-0 '0-11-14 0-11-2 2-10-8
0-0-12 0-1-8 0-0-12 0-1-8
0-0-12 0-1-8
Plate Offsets(X,Y)- [1:Edge,0-1-8],[3:0-1-8,Edge],[4:0-1-8,Edge],[9:0-1-8,Edge],[11:0-1-8,Edge),[22:0-1-8,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 0.65 Vert(LL) -0.17 21-22 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.26 21-22 >708 240
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.03 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:123 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)"Except" end verticals.
B2:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 26=763/0-5-8 (min.0-1-8),12=276/0-5-0 (min.0-1-8),17=1460/0-5-8 (min.0-1-8)
Max Upliftl2=-18(LC 3)
Max Grav26=779(LC 10),12=369(LC 4),17=1464(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 26-27=-777/0,1-27=-776/0,12-28=-369/8,11-28=-369/8,1-2=-769/0,2-3=-1811/0,3-4=-2262/0,4-5=-2150/0,5-6=-1494/0,
6-7=-1494/0,7-8=-228/108,8-9=-131/566,9-10=-516/238,10-11=-291/54
BOT CHORD 25-26=0/40,24-25=0/1430,23-24=0/2262,22-23=0/2262,21-22=0/2266,20-21=0/1965,19-20=0/1001,18-19=0/1001,
17-18=-982/0,16-17=-982/0,15-16=-238/516,14-15=-238/516,13-14=-238/516,12-13=-0/19
WEBS 8-17=-1410/0,1-25=0/990,2-25=-920/0,2-24=0/530,3-24=-641/0,3-23=-53/215,8-18=0/1164,7-18=-1096/0,7-20=0/734,
5-20=-701/0,5-21=0/336,4-21=-381/0,4-22=-171/84,11-13=-73/369,10-13=-300/245,10-14=-195/0,8-16=0/615,
9-16=-779/0,9-15=0/240
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 12.
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
BBuildio Component Supply.Green Common Supported Gable 11D:6cf Im91skT8T
,Job Reference(optional)
g een Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Tue Jan 19 08:15:03 2016 Page 1
cA oaB9GDRRzy831-G6TfnIX6f971D79tkVApIRCmie6PEkHvguXAjFztsec
11-6-8 23-1.0
11-6.8 11-6-8
Scale=1:42.0
4x5
5
4 I 6
3x4 T2 LI 7 31
2 3 33
6.00 12 8
ST �i 9
iI '17'51 L T3 1
30 26
1 j 1132
ST1 W225 27 4 i. 12 3x5
4x5 ST6
4ti1 28 ST7 ST1314
ST8 . W3 .o
4 i I B1 • _ -29 :. 62 FL- _ t
nL_-_
0
24 23 22 2120 19 18 17 16 15
3x5 3x6
23-1-0
23-1-0
Plate Offsets(X,Y)- [2:0-1-12,0-1-8j,[14:0-3-4,0-1-81,[24:0-2-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 , CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 I Lumber DOL 1.25 BC 0.57 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 15 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:132 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):25,28
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 24=456/23-1-0 (min.0-2-2),15=406/23-1-0 (min.0-2-2),23=456/23-1-0 (min.0-2-2),20=-142/23-1-0 (min.0-2-2),19=37/23-1-0 (min.0-2-2),
18=110/23-1-0 (min.0-2-2),17=135/23-1-0 (min.0-2-2),16=-147/23-1-0 (min.0-2-2),21=489/23-1-0 (min.0-2-2)
Max Horz 24=-132(LC 10)
Max Uplift24=-206(LC 12),15=-9(LC 12),20=-682(LC 3),18=-53(LC 12),17=-41(LC 12),16=-160(LC 17)
Max Grav24=456(LC 1),15=406(LC 1),23=456(LC 1),19=92(LC 3),18=112(LC 22),17=135(LC 1),16=20(LC 11),21=986(LC 3)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-24=-395/505,1-30=-439/493,2-30=-328/509,5-6=-377/456,6-7=-386/424,7-31=-383/406,8-31=-411/405,8-9=436/385
,9-10=-366/280,10-11=407/272,11-32=-368/219,12-32=-401/213,12-13=-393/149,13-14=433/122,14-15=-283/85,
3-33=417/447,4-33=-383/453,4-5=-367/469
BOT CHORD 23-24=-272/374,22-23=-272/373,21-22=-272/373,20-21=-90/342,19-20=-90/342,18-19=-90/342,17-18=-90/342,
16-17=-90/342,15-16=-90/342
WEBS 5-25=-194/134,4-26=-26/64,2-23=-279/142,6-27=-51/91,7-28=-24/40,8-29=-34/37,9-20=-238/275,10-19=-28/11,
11-18=-94/108,12-17=-89/142,13-16=-19/98,2-3=-217/438,3-26=-140/231,25-26=-149/240,25-27=-134/174,
27-28=-136/194,28-29=-136/212,21-29=-137/227
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-6-8,Corner(3)11-6-8 to
14-6-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/7P11.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 lb uplift at joint 24,9 lb uplift at joint 15,
682 lb uplift at joint 20,53 lb uplift at joint 18,41 lb uplift at joint 17 and 160 lb uplift at joint 16.
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
jJob !Truss Truss Type Qty Pty
895970 748 Common 13 1
I Job Reference(optional)
Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:15:04 2016 Page 1
ID:6cfcglm9l skTBToaB9GDRRzy831-k111?SYIQTFcrGk41Dh21tkzpl Qrzly2vYGkGiztseb
5-11-0 11-6-8 17-2-0 23-1-0
5-11-0 5-7-8 5-7-8 5-11-0
4x5 Scale=1:40.2
4
6.00 12 20 // 21
2x4 2x4
c
3 Tt / 5
\\ T1
ro l 22
19
5x6 5x6
2 '1 1 6
1 MN1 :..� 7
B1 — ■■ - L' - B2 ■
►d
10 23 9 24 8 ��
4x12 3x4= 3x6 3x4= 4x12 II
0-5-8(0-1-8) 7-9-8 15-3-8 23-1-0 0-5-8(0-1-8)
7-9-8 7-6-0 7-9-8
Plate Offse /JF, [1:0-3-8,Edgej,[7:0-8-7,Edge] 923#/-242#
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.21 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.43 8-10 >641 180
BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 ' (Matrix-M) Weight:115 lb FT=20%u
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=923/0-5-8 (min.0-1-8),7=923/0-5-8 (min.0-1-8)
Max Horz 1=-136(LC 10)
Max Uplift 1=-242(LC 12),7=-242(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-439/23,2-19=-1341/442,3-19=-1287/464,3-20=-1205/470,4-20=-1132/484,4-21=-1132/484,5-21=-1205/470,
5-22=-1287/464,6-22=-1342/442,6-7=-439/23
BOT CHORD 1-10=-315/1151,10-23=-157/825,9-23=-157/825,9-24=-157/825,8-24=-157/825,7-8=-315/1122
WEBS 4-8=-120/444,5-8=-261/211,4-10=-120/444,3-10=-261/211
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-6-8,Exterior(2)11-6-8 to 14-6-8
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,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 242 lb uplift at joint 1 and 242 lb uplift at joint
7.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
895970 ( ss Flats Type Qty Ply 11 Job Reference(optional) 1908:15:04 2016 Page '120
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 Jan ge 1
ID:6cfoglm9lskT8ToaB9GDRRzy831-k11175Y1QTFcrGk41 Dh21fk1 U 1 Pkz962vYGkGiztseb
1-1_0___-0 6-0-15 11-10-6 17-7-12 23-8-11
1-0-0 11415 I 5-9-7 5-9-7 6-0-15
2x4 I I Scale=1:68.3
3x4= 2x4 11 5x6= 3x4 3x4
1 2 15 3 164 5 17 6
i. /'
loo _ _r,,
o *''2
14 / '
2x4=
1 2x4 i 1 1
W1 WI 0
\ dt
B B3 -- - ('.
11 18 10 19 9 20 21 8 Ott!-7 1#
0-4430•1-8) 3x8 5x6
0-4-K1-8) 2x4
994#/-339# 1237#/-318# 23-8-11
•1-0-4 6-0-15 11-10-6 20-11-13 23-7-15
1-0-0 6-0-15 5-9-7 9-1-7 2-8-2 0-0-12
Plate Offsets(X,Y)— [4:0-3-0,0-3-0),[9:0-3-0,0-3-4)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL t25 TC 0.58 Vert(LL) -0.24 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.44 8-9 >569 180
BCLL 0.0 * Rep Stress!nor YES WB 0.72 Horz(TL) 0.01 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:233 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except
BOT CHORD 2x4 SP No.2 end verticals. Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:11-12
OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:7-8.
WEBS 1 Row at midpt 3-10,4-9
T-Brace: 2x4 SP No.3-11-12,6-7,2-10,4-10,5-8,6-8
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=907/0-4-0 (min.0-1-8),7=-6/Mechanical,8=1059/0-4-2 (min.0-1-8)
Max Upliftl1=-339(LC 8),7=-131(LC 16),8=-318(LC 9)
Max Grav11=994(LC 17),8=1237(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 11-12=-866/362,2-12=-891/397,1-2=0/0,2-15=-344/116,3-15=-344/116,3-16=-344/116,4-16=-344/116,4-5=-421/118,
5-17=-12/28,6-17=-12/28,6-7=-15/44
BOT CHORD 11-18=-4/9,10-18=-4/9,10-19=-121/423,9-19=-121/423,9-20=-87/200,20-21=-87/200,8-21=-87/200,7-8=-3/3,13-14=0/0
,12-13=0/0
WEBS 2-10=-243/729,3-10=-367/279,4-10=-179/79,4-9=-207/180,5-9=-114/498,5-8=-816/355,6-8=-135/67,1-13=-22/52
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 23-6-15 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 11,131 lb uplift at joint 7
and 318 lb uplift at joint 8.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job Truss Truss Type Qty 'Ply '
895910 P802 Piggyback 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 Jan 19 08:15:04 2016 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-k111?5YIQTFcrGk41Dh2Ifk7x1 ZCzKP2vYGkGiztseb
•
26-7-1
3-0-13
2x4 11 Scale=1:12.8
2
6.00'12
1.
T1
u, W1 A
N N
81
O O
3
3x4 2x4
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/def L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:12 lb FT=20%
LUMBER- (0-1-8) BRACING- (0-1-8)
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 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.
111#/-8# MITEI¢tree08 mends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. - -
REACTIONS. (lb/size) 1=111/3-0-13 (min.0-1-8),3=111/3-0-13 (min.0-1-8)
Max Horz 1=69(LC 12)
Max Uplift 1=-8(LC 12),3=-50(LC 12)
Max Grav1=111(LC 1),3=112(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-82/39,2-3=-84/135
BOT CHORD 1-3=0/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 50 lb uplift at joint 3.
5)Non Standard bearing condition. Review required.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
LOAD CASE(S) Standard
Job ;Truss 'Truss Type Qty .Ply •
8959T0 X144 Piggyback Base 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 Wok Industries,Inc.Tue Jan 19 08:15:04 2010"Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-k111?5YIQTFcrGk41Dh2lfk161 MVz9u2vYGkGiztseb
-,1-0.0 6-9-8 13-3-9 19-9-9 26-7-1
1.44 6-9-8 6-6-0 6-6-0 6-9-8
2x4 l; Scale=1:67.4
2x4 II 3X4= 3x6 3x4 2x4 3x4
1 2 1617 3 4 18 5 19 6 2021 7
T2 .
V
2 ''3 \\\\
2x4 5 \ 6
2x4 I 1 07'' � 1
t / W:, `/ W6 II
/ ,
I
I :r = T — -
12 3x4 22 23 11 24 10 25 3x8 9 26 2x 8
0-4-0(0-1-8) 3x4= 3x6 0-4-2(0-1-10)
90 -301# 10-0-15 19-10-5 1365#/-406# 26-6-5 26-7-1
1-0-0 10-0-15 —' 9-9-7 I 6-8-0 0-4-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.36 11-12 >661 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.68 11-12 >345 180
BCLL 0.0 * Rep Stress lncr YES WB 0.74 Horz(TL) 0.01 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:227 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2"Except' end verticals. Except:
B2:2x4 SP No.1 6-0-0 oc bracing:12-13
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing.
OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-12-13,7-8,3-12,5-9,6-9,7-9
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,bin o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=827/0-4-0 (min.0-1-8),8=127/Mechanical,9=1236/0-4-2 (min.0-1-10)
Max Uplift12=-301(LC 8),8=-48(LC 9),9=-406(LC 9)
Max Grav12=913(LC 17),8=171(LC 17),9=1365(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 12-13=-270/152,2-13=-318/194,1-2=0/0,2-16=-17/4,16-17=-17/4,3-17=-17/4,3-4=-375/81,4-18=-375/81,5-18=-375/81,
5-19=-24/47,6-19=-24/47,6-20=-24/47,20-21=-24/47,7-21=-24/47,7-8=-76/72
BOT CHORD 12-22=-114/323,22-23=-114/323,11-23=-114/323,11-24=-84/294,10-24=-84/294,10-25=-84/294,9-25=-84/294,
9-26=-2/6,8-26=-2/6,14-15=0/0,13-14=0/0
WEBS 3-12=-611/219,3-11=0/256,5-11=0/315,5-9=-690/214,6-9=-440/314,7-9=-103/53,1-14=-30/76
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 26-5-5 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 lb uplift at joint 12,48 lb uplift at joint 8
and 406 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.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
Job 'Truss Truss Type i Qty j Ply
8959T0 121 GABLE 1 1
rig Component Supply,Green Cove Springs,FL Run:7.6 Job Reference(optional)
Buildi Com nent S 20 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Tue Jan 19 08:15:05 2016 Page 1
ID:6cfcglm9lskT8ToaB9GDRRzy831-CUbQCRYNBnNTTQJG5wCHrsHBiRndiZ8C8COHo8ztsea
7-0-4 8-5-0 , 13-9-0 19-1-0 20-5-12, 27-6-0
7-0-4 1.4.12. 5-4-0 5-4-0 '1-4-12' 7-0-4
4x5 Scale=1:49.6
3
R!
6.00 12 59 .- 60
3x4 - 3x4
2 4
ST6 , Fr,
4 1
0 S 0 4 T1
..ni,
W2 I ' I LI s1
5a a- I
ST1 n• ST3 y '1 zi p [) ST1
11w, sT2 ��I\__ III
1
7. Bt I. —
9 8 7 6
4x10 3x6= 3x8= 4x10 3x5=
0-3.8(0. 1-8) 0-3-8(0-1-8)
1100#/-679# 1100#/-679#
0-5-5 8-5-0 9-3-3 13-9-0 18-2-13 19-1-0 27-0-11 27-6-0
0-5-5 7-11-11 0-10-3 4-5-13 4-5-13 0-10-3 7-11-11 0-5-5
Plate Offsets(X,Y)– [1:0-0-0,0-0-9],[1:0-1-9,Edge],[5:0-0-0,0-0-9],[5:0-1-9,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.22 9-52 >999 240 MT20 244/190
TCDL 10.0 i Lumber DOL 1.25 BC 0.59 Vert(TL) -0.25 9-52 >999 180
BCLL 0.0 ' Rep Stress Ind YES WB 0.93 Horz(TL) 0.07 5 n/a n/a
BCDL 10.0 � Code FBC2014/TP12007 (Matrix-M) Weight:209 lb FT=20%
•
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
WEDGE Installation guide.
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1100/0-3-8 (min.0-1-8),5=1100/0-3-8 (min.0-1-8)
Max Horz 1=-168(LC 10)
Max Uplift 1=-679(LC 12),5=-679(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-51=-23/25,1-1=-611/665,1-58=-1751/1656,2-58=-1651/1680,2-59=-1252/1275,3-59=-1164/1296,3-60=-1164/1296,
4-60=-1252/1275,4-61=-1651/1680,5-61=-1751/1656,5-56=-23/25
BOT CHORD 1-52=-0/0,1-48=-539/581,1-9=-1379/1477,8-9=-1379/1477,7-8=-1379/1477,6-7=-1379/1477,5-6=-1379/1477,5-57=0/0
WEBS 3-7=-986/794,4-6=-333/279,2-9=-333/279,2-7=-584/637,4-7=-584/637
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=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-9-0,Exterior(2)13-9-0 to 16-9-0
zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable 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 an y other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 679 lb uplift at joint 1 and 679 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.
LOAD CASE(S) Standard
Job iTruss ,Truss Type Qty Ply
8959T0 T22 Common 3 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 MTek Industries.Inc.Tue Jan 19 08:15:05 2016 Page 1
ID:6cfcq Im9lskT8ToaB9GDRRzy831-CUbQCRYNBnNTTQJGswCHrsH8eRj?iZiC8COHo8ztsea
7-0-4 13-9-0 20-5-12 27-6-0
7-0-4 6-8-12 6-8-12 7-0-4
4x5 Scale=1:46.8
4
/ 25
6.00 12 24 ////
2x4 <. 2x4
3 5
T1
T1
W2
5x6 23 26
1 � 5x6 '.
2 WI,
1 ,HW1 \\ / � W1 6
\ .. �"11
o HW o
10 9 27 8
3x4 3x6 3 x 4= 4x12 I I
4x12
0-3-8(0-1-8) 0-3-8(0-1-8)
1160479# 9-3-3 18-2-13 27-0-11 09#
0-5-5 8-9-14 8-11-11 8-9-14 0-5-5
Plate Offsets(X,Y)— [1:0-3-8,Edge],[7:0-6-5,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 0.81 Vert(LL) 0.38 8-10 >878 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.71 8-10 >464 180 ,
BCLL 0.0 • Rep Stress Incr YES WB 0.96 Horz(TL) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:137 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purtins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1100/0-3-8 (min.0-1-8),7=1100/0-3-8 (min.0-1-8)
Max Horz 1=-168(LC 10)
Max Uplift1=-679(LC 12),7=-679(LC 12)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-14=-52/49,1-1=-539/645,1-2=-316/410,2-23=-1620/1528,3-23=-1580/1552,3-24=-1457/1555,4-24=-1355/1571,
4-25=-1355/1571,5-25=-1457/1555,5-26=-1580/1552,6-26=-1620/1528,6-7=-539/645,7-20=-52/49
BOT CHORD 1-15=-108/94,1-11=-1262/1366,1-10=-1262/1366,9-10=-817/982,9-27=-817/982,8-27=-817/982,7-8=-1262/1366,
7-21=-108/94
WEBS 4-8=-657/517,5-8=-316/217,4-10=-657/519,3-10=-316/217
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-9-0,Exterior(2)13-9-0 to 16-9-0
zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 679 lb uplift at joint 1 and 679 lb uplift at joint
7.
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 i Qty Ply '
8959T0 T35 .Pi
Piggyback Base 1 1
Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Pint Job Reference(Optional)
7.620 s Apr 30 2015 MiTek Industries.Inc.Tue Jan 1908:15:06 206 Page 1
I D:6cfcq Im9I skT8Toa B9GDRRzy831-gg 9oQmZ7y4 VK4 a u SPej W N4gH9r7PR0YLNslgKaztseZ
5.5.4 11-6.4 12-7-13 16-7-4 22-2-8 ,24-3-14: 28-4-0
5-5-4 6-1-0 1-1-9 3.11-7 5-7-4 2-1-6 4-0-2
3x4 Scale=1:72.0
3x4 3x6
3x4 5x8
6.00;12 3x4 6 29 7
3x4 4x5 '. T31 '
3x4 28 i— / •,
T2
3x4 3x5 4x5 3x4 'i //
1 2 3 3 '
� ._ ,W10 y
' ! : '-- Tt G, // X11 v d,
27
W5 W7 W8 7+
N W3 B? B5 W6 as
n W1 '
m W2 W1 l:l': _t - 64 '` = ' ' B6
11483 _- ft-_, 10 cj
W4 4x10- 13 12 11 30
9 3x4 3x8 N
4- B1'•_ :j;" 3x6 ;+B9‘i
17 16 15 9 8
0-0-0(0.1-8) 0-3-8(0-1-8)
1123#/-253# 4x10 11 -342#
5-5-4 10-7-0 .12-7-13. 16-7-4 22-2-8 24-3-14 26-3-14 28-0.
5-5-4 5-1-12 2-0-13 3-11-7 5-7-4 2-1-6 . 2-0-0 ' 2-0-2
Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[2:0-2-4,0-1-8],[7:0-1-8,0-3-0],[11:0-1-8,0-1-8],[14:0-4-4,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.12 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.33 13-14 >999 180
BCLL 0.0 • - Rep Stress Incr YES I WB 0.92 Horz(TL) 0.17 26 n/a n/a
BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:251 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except
BOT CHORD 2x4 SP No.2'Except* end verticals.
B2,B5,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing.
WEBS 2x4 SP No.3"Except" WEBS Web Brace:Length(member)5-11-3(5-11);6-6-4(6-11);
W11:2x4 SP No.2 JOINTS 1 Brace at Jt(s):10
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) 17=1123/0-4-0 (min.0-1-8),26=1129/0-3-8 (min.0-1-8)
Max Horz 17=219(LC 12)
Max Upliftl7=-253(LC 8),26=-342(LC 12)
Max Grav17=1123(LC 1),26=1195(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-1075/312,1-27=-821/191,2-27=-821/191,2-3=-2117/604,3-4=-2129/602,4-5=-1524/374,5-28=-759/194.
6-28=-679/208,6-29=-605/244,7-29=-605/244,8-10=0/94,10-25=0/230,7-25=0/230
BOT CHORD 16-17=-247/114,15-16=-8/20,14-15=0/83,3-14=-1831137,13-14=-849/2190,12-13=-526/1315,11-12=-526/1315,
11-30=-15/50,10-30=-15/50,8-9=0/0
WEBS 2-16=-1253/498,1-16=-286/1241,5-13=-161/729,5-11=-1024/405,6-11=-60/143,7-11=-431/1054,4-13=-1059/392,
4-14=-206/24,14-16=-475/907,2-14=-511/1578
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=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-2-8,Exterior(2)22-2-8 to
25-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Bearing at joint(s)26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 253 lb uplift at joint 17 and 342 lb uplift at
joint 26.
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
1895970 T36 Piggyback Base 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 Jan 19 08:15:07 2015 Page 1
ID:6cfcq Im9lskT8ToaB9GDRRzy831-BtjAd6adjOeBikTfzLEIwHMVFFS3AUXVbW VOsOztseY
5-5-4 12-10-4 17-6-6 22-2-8 24-3-14 28-4-0
5-5-4 7-5-0 4-8-2 4-8-2 2-1-6 4-0-2
Scale=1:76.7
3x6
4x5 5x8
6.00112 6 292x4 7
,,i T3 4341
28 26
5 T2
2x4 4x5
1 2 3 4 W9
-- 27 Ti is -1 WBR3 W10 .q
\, cr W 1 V CA
WBR1 W3 82 W6 c
W B5 r 65
n 12 64 --_ •-
? 7 ci
\ 10
--
., �W4 > ,463 2x4 13 12 11 _ • 57 1 4
4 3x8 28411 1 ',N
g1-' :a 3x6 2x4-`!. I .
2x4 2x4
-QQ[j17 30 16 154x10 9 8 4
1123d1`2178k 4x10 - 2x4 0-35§(.0-.1-8)
33
11J7�'-336#
2x4 I
5-5-4 10-7-0 12-7-13 17-6-6 22-2-8 24-3-1426-3-14.28-4-0.
5-5-4 5-1-12 2-0-13 4-10-9 4-8-2 2-1-6 2-0-0'2-0-2
Plate Offsets(X,Y)- [1:0-1-12,0-1-8],[2:0-1-12,0-1-8],[7:0-1-8,0-3-0],[11:0-1-8,0-1-8],[14:0-4-8,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.36 12-14 >942 180
BCLL 0.0 * 1 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 26 n/a n/a
BCDL 10.0 j Code FBC2014/TP12007 (Matrix-M) Weight:270 lb FT=20%
•
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B2,B5,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing.
WEBS 2x4 SP No.3`Except' WEBS Web Brace:Length(member)4-6-2(1-17);4-6-2(2-16);6-6-4(6-11);
W11:2x4 SP No.2 5-8-6(5-11);
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=1123/0-4-0 (min.0-1-8),26=1129/0-3-8 (min.0-1-8)
Max Horz 17=192(LC 12)
Max Upliftl7=-278(LC 8),26=-336(LC 12)
Max Gray 17=1123(LC 1),26=1192(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-17=-1076/321,1-27=-741/179,2-27=-741/179,2-3=-1782/513,3-4=-1791/510,4-5=-1372/334,5-28=-741/194,
6-28=-675/213,6-29=-603/241,7-29=-603/241,8-10=0/94,10-25=0/233,7-25=0/233
BOT CHORD 17-30=-219/100,16-30=-219/100,15-16=-9/11,14-15=0/82,3-14=-215/151,13-14=-730/1879,12-13=-730/1879,
11-12=-466/1181,11-31=-15/50,10-31=-15/50,8-9=0/0
WEBS 2-16=-1214/487,1-16=-287/1192,6-11=-56/122,7-11=-425/1048,5-11=-966/374,5-12=-172/751,4-12=-931/352,
4-14=-173/12,14-16=-432/827,2-14=-440/1351
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-2-8,Exterior(2)22-2-8 to
25-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
7)Bearing at joint(s)26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 lb uplift at joint 17 and 336 lb uplift at
joint 26.
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 ITniss Truss Type Qty 'Ply
'895970 T37 Piggyback Base 1 1
JOb Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr Reference 0 2(optional)
ID:6cf Im91skT8TOaB9GDR zy 30 2015 6adj Industries,Inc. M Jan R 08:15:07 2015 Page 1
5-5-4 12-7-13 14-2-4 22.2-6 24.3.14 28-4-0 Ad6adjOeBikTfzLEIwHMRVFRBAUIVbWVOsOztseY
5-5-4 7-2-9 1-6-7. 8-0-4 2-1-6 4-0-2
Scale=1:76.7
3x6
4x5
6.00112 5x8
5 29 2x4 6
r----- T3 �{1
28 ( 25
4x5= T2
1 2 3
Ti
26 27
�� WBR2
W�R1 '1 I W 0 7 °�'
N \ W3 B2 W5 yy5 W7 0
\ 1 •i BS '' B5
.. \ii�`J /4"14 12 11 10 31 498 J354 2x4 3x6 = 4x10 20'14- N
. 2x4
2x4 t:
16 30 15 144x10 8 3 2x4
11123#/-'2188# 4x10= 2x4 , 11166X-329#
2x4
5-5-4 10-7-0 12-7-1314-2.4 22-2-8 24-3-14 26-3-14.28.4-0
5-5-4 5-1-12 2-0-13 1-6-7 8-0-4 2-1-6 2-0-0 2-0-2
Plate Offsets(X,Y)-- [4:0-2-4,0-2-4],[5:0-2-8,0-2-4],[6:0-1-8,0-3-0],[13:0-5-12,0-2-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.13 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.38 10-12 >879 180
BCLL 0.0 * Rep Stress Incr YES i WB 0.89 1 Horz(TL) 0.17 25 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 • (Matrix-M) Weight:260 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
B2,B5,B8:2x4 SP No.3 7-4-3 oc bracing:10-12.
WEBS 2x4 SP No.3*Except* WEBS Web Brace:Length(member)5-2-2(1-16);5-2-2(2-15);6-6-4(5-10);
W10:2x4 SP No.2 T-Brace: 2x4 SP No.3-4-10
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
JOINTS 1 Brace at Jt(s):9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=1123/0-4-0 (min.0-1-8),25=1129/0-3-8 (min.0-1-8)
Max Horz 16=164(LC 12)
Max Uplift16=-288(LC 8),25=-329(LC 12)
Max Gray 16=1123(LC 1),25=1186(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-16=-1076/331,1-26=-675/171,2-26=-675/171,2-3=-1555/460,3-27=-1688/446,4-27=-1688/446,4-28=-802/162,
5-28=-667/179,5-29=-620/243,6-29=-620/243,7-9=0/94,9-24=0/222,6-24=0/222
BOT CHORD 16-30=-191/86,15-30=-191/86,14-15=-1/24,13-14=0/83,3-13=-389/95,12-13=-648/1556,11-12=-637/1690,
10-11=-637/1690,10-31=-14/47,9-31=-14/47,7-8=0/0
WEBS 2-15=-1186/488,1-15=-290/1154,5-10=-150/224,4-10=-1238/452,4-12=-67/110,3-12=0/220,6-10=-43311088,
13-15=-403/746,2-13=-405/1211
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=28ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-2-8,Exterior(2)22-2-8 to
25-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Bearing at joint(s)25 considers parallel to grain value using ANSI/7P'1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 288 lb uplift at joint 16 and 329 lb uplift at
joint 25.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
!Job !Truss Truss Type Qty 'Ply •
1895970 IT38 Piggyback Base 1 1 1
I Job Reference(optional)
Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 k4Tek Industries.Inc.Tue Jan 19 08:15:08 2015 Page 1
I D:6cfcq Im9I skT8ToaB9GDRRzy831-c3GYq S bF U im2 Ku2rX31_SVvfnfg6vxvegAExPTztseX
5-5-4 , 10-7-0 12-7-13. 15-6-4 . 22-2-8 24-3-14 28-4-0
5-5-4 5-1-12 2-0-13 2-10-7 6-8-4 2-1-6 4-0-2
Scale=1:76.7
3x6
6.00112 4x5 5x8
5 292x4 6
T3 1 i
28 ;J25 _
4x5 T2
1 2 3 i., ,,,,, l•Vt1:3R1
28 Tt 27
i.
W3.. WS VJ6 I, o
V✓ B2 W7
) B5 �� /B5
� I ,i 64 .=
It oB3 2x4 12 11 10 •31 -: Z• W4 w 4 3x6 3x8 2x," IN
. Bi` _ 2x4 2xa I 2xa -
16 30 15 144x10 8 7
0-4-90-1-8) 2x 0-35§01-1-8)
4x10 4
N"3
112 00# 1150M-321#
2x4
5-5-4 10-7-0 12-7-13I 15-6-4 , 22-2-8 24-3-1426-3-1428 .4-0
5-513 5-1-12 2-0-1.3 2-10-7 6-8-4 2-1-6 '2-0-0 2-0-2
Plate Offsets(X,Y)— [6:0-1-8,0-3-0],[10:0-1-8,0-1-8],[13:0-5-12,0-2-4]
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.12 8 >999 240 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.24 10-12 >999 180
BOLL 0.0 • I Rep Stress lncr YES WB 0.86 Horz(TL) 0.17 25 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:278 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purtins, except
BOT CHORD 2x4 SP No.2*Except end verticals.
82,85,88:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-5 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS Web Brace:Length(member)5-10-2(1-16);5-10-2(2-15);6-5-4
W10:2x4 SP No.2 (4-10);6-6-4(5-10);
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=1123/0-4-0 (min.0-1-8),25=1129/0-3-8 (min.0-1-8)
Max Horz 16=137(LC 12)
Max Upliftl6=-300(LC 8),25=-321(LC 12)
Max Gray 16=1123(LC 1),25=1180(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-16=-1076/341,1-26=-618/162,2-26=-618/162,2-3=-1373/412,3-27=-1459/383,4-27=-1459/383,4-28=-773/171,
5-28=-675/185,5-29=-612/238,6-29=-612/238,7-9=0/94,9-24=0/227,6-24=0/227
BOT CHORD 16-30=-164/72,15-30=-164/72,14-15=-5/16,13-14=0/82,3-13=-381/131,12-13=-576/1381,11-12=-546/1458,
10-11=-546/1458,10-31=-14/48,9-31=-14/48,7-8=0/0
WEBS 2-15=-1155/476,1-15=-293/1121,4-12=-25/161,4-10=-1082/390,5-10=-106/191,6-10=-421/1070,3-12=0/128,
13-15=-359/687,2-13=-374/1109
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=28ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-2-8,Exterior(2)22-2-8 to
25-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Bearing at joint(s)25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 16 and 321 lb uplift at
joint 25.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Truss Truss Type Taty .Ply
8959T0 T39 iPggyback Base ,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 NiTek Industries,Inc.Tue Jan 19 08:15:09 2076 Page 1
ID:6cfcq I m9I skT8Toa B9GDRRzy831-4Fgw2obtF?uvx2c15mHD?iSrL2C 3eO7n 3q_Vxvztse W
5-5-4 10-7-0 12-7-13 16-10-0 22-2-8 24-3-14, 28-4-0•1_----5-5.4 5-1-12 *2-0.13 4-2-7 } 5-4-4 2-1-6 4-0-2
Scale=1:76.7
3x6
6.00 12 4x5 5x8
6 $12x4 7
I I T4 Btl1
3x6
Job Truss 'Truss Type Qty ;Ply '
8959T0 T40 Piggyback Base 1 1•
Building Component Sup*.Green Cove Springs.FL !Job Reference(optional)
9 Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Tue Jan 19 08:15:09 2015 Page 1
10:6cfcq I m91 skT8ToaB9GDRRzy831-4Fgw2obtF?uvx2c 15mH D?iSoF2AneP7n3q_Vxvztse W
,1-0-0 5-5-4 12-7-13 18-2-4 22-2-8 24-3-14 28-4-0
1-0-13 5 5 4 7-2-9 5-6-7 4-0-4 2-1-6 4-0-2
6.00;12 4x5
3x6 Scale=1:67.4
5x8
3x4 7 35 36 8
5x8 3x4 3x6 4x5 14 __r�p1
1 2 3 4 634 13 c 29
r--:..i T1 i 1---. T2 -,
3.'2
5, 30 31 ,..!, ',\32 33
26
91 1
W4 tiv6 1
W1 $3 o
W2 1 i: LW.
8685
',Q1 134 i 18 12�)_::_..•
38 17 16 15 ..-. _
W5 19 3x6
5 3x4 3x8-- 14 + -
B2`• ` `x4
ti
24 37 23 224x10
0-4-0(0-1-8) 4x10 103x(/0-
�� -3a2# 5-5-4 10-7-0 12-7-13. 18-2-4 22-2-8 24-3-143x246-3:41411102- 37921811f Fi
1-0.0 5-54 5-1-12 12-0-13• 5-6-7 • 4-0-4 • 2-1-6 • 2-0-0 • 2-0-2
Plate Offsets(X,Y)- [2:0-2-8,0-2-8],[8:0-1-8,0-3-0],[15:0-1-8,0-1-8],[21:0-6-8,0-2-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.96 Vert(LL) -0.18 13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.35 13 >963 180
BCLL 0.0 • Rep Stress Inc- YES WB 0.80 Horz(TL) 0.17 29 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:258 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purl ins, except
BOT CHORD 2x4 SP No.2*Except* end verticals. Except:
B3,B6,B9:2x4 SP No.3 6-0-0 oc bracing:24-25
WEBS 2x4 SP No.3"Except' 807 CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
W11:2x4 SP No.2 10-0-0 oc bracing:11-12
OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-24-25,3-23,4-16,7-15,6-15
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,bin o.c.,with Sin minimum end distance.
Brace must cover 90%of web length.
JOINTS 1 Brace at Jt(s):11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 24=1208/0-4-0 (min.0-1-8),29=1161/0-3-8 (min.0-1-8)
Max Horz 24=82(LC 12)
Max Uplift24=-342(LC 8),29=-287(LC 12)
Max Grav24=1266(LC 17),29=1307(LC 17)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 24-25=-1160/386,2-25=-1157/398,1-2=0/0,2-30=-541/144,30-31=-541/144,3-31=-541/144,3-4=-1197/337,
4-32=-1129/291,5-32=-1129/291,5-33=-1129/291,6-33=-1129/291,6-34=-760/180,7-34=-679/197,7-35=-647/221,
35-36=-647/221,8-36=-647/221,9-11=0/94,11-28=0/288,8-28=0/288
BOT CHORD 24-37=-111/45,23-37=-111/45,22-23=-73/9,20-22=0/79,20-21=0/165,4-21=-396/206,19-20=-106/3,18-19=-16/14,
18-21=-371/1292,18-38=-448/1233,17-38=448/1233,16-17=-448/1233,15-16=-398/1142,12-15=-13/59,12-39=-13/59,
11-39=-13/59,12-14=0/97,14-40=0/0,13-40=0/0,9-10=0/0,25-26=0/0
WEBS 3-23=-1123/431,2-23=-287/1090,6-16=-28/240,4-16=-131/119,7-15=-46/127,6-15=-949/335,8-15=-390/1105,
21-23=-239/679,3-21=-326/1100,1-26=-2/17
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-10-4 to 2-1-12,Interior(1)2-1-12 to 22-2-8,Exterior(2)22-2-8 to
25-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.0psf.
7)Bearing at joint(s)29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 lb uplift at joint 24 and 287 lb uplift at
joint 29.
8bn ngif18id Mreaks including heels"Member end fixity model was used in the analysis and design of this truss.