599 TIMBER BRIDGE LN - TRUSSES t
�—
mils Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek3
RE: 12861TOA - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa,FL 33610-4115
Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Captiva - Classy'
Lot/Block: 164 Subdivision: Atlantic Beach
Address: 599 Timber Bridge Ln., .
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: Lou Pontigo License #: 53311
Address: 420 Osceola Ave., .
City: Jacksonville Beach State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC20141TP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 15 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. , '
'It
No. Seal# Truss Name Date -.3
1 ,T11149818 T01 5/17/17
L2 i T111498191 T02 5/17/1.7 1
13 j T11149820 j T03 5/17/17 1
4 )111149821 104 5/17/17 j
5 j 111149822 1 T05 5/17/17 1 LLI
*-�
6 j T111498231 T06 5/17/17 1a
7 I111149824 j T07 5/17/17 ]
8 T11149825 I T08 5/17/17 j C)
9 T11149826 T09 1 5/17/17 1
10 111149827 j T10 15/17/17 j
11 T11149828 T11 15/17/17 1
12 T11149829 T12 15/17/17 j
13 T11149830 j T13 15/17/17 1
14 T11149831 T14 15/17/17
115 111149832 j T15 15/17/17tossilliiiij
The truss drawing(s) referenced above have been prepared by MiTek ,. •s''�,'(ER.P 4ii,,,�
USA. Inc. under my direct supervision based on the parameters :�� .•�C E N s. .+ ..
provided by Building Component Supply. �1 '
Truss Design Engineer's Name: Finn, Walter _ * No 22s�'�:* I
My license renewal date for the state of Florida is February 28, 2019.
Via
The seal on these truss component designs is a certification %� •. STATE OF 4/:
IMPORTANT NOTE: P g O . .
that the engineer named is licensed in the jurisdiction(s)identified and that the � ,N•.•k� O P.\�,�:
designs comply with ANSI/TPI 1. These designs are based upon parameters •, F • , 0110)..*
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were #i,SS' ........ � ,7
ffiileen to reference MiTek.
u purpose project
nly,and was notecific on into accded is ount inr theI reparation ofers eet-��NAi t.�`
P rP Y preparation
these designs. MiTek has not independently verified the applicability of the design wafter P.Ann PE No.22839
parameters or the designs for any particular building. Before use,the building designer MITek USA,Inc.FL Cert 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the overall building design per ANSI/TPI 1,Chapter 2. Date:
May 17,2017
Finn, Walter 1 of 1
Job Truss ITruss Type Qty !Ply
111149818
12861T0A TOt (GABLE 1 1 Job Reference(optional)
Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 Wok Industries.Inc. Wed May 17 08:58:49 2017 Page 1
ID:urcmROEH6c2j4VJkUUrYnoy8iUN•zMygerKigTq1 cCNoUR1??guBZXb4E6R4xng8QyzFfRq
7-5-3 14-10-9 22-5-8 44-11-0
7-5-3 7-5-7 7-6-15 I 22-5-8 i
5x6= Scale=1:80.0
6.00 12
16 17 18
1tit, 19 4x5
14 20 88
6x8 i 13 21 4x5 J
1222
11 23
10 •'v / 24
6�c8 B 9 •N'9 4x 0 25 6x6
26
7 $8 27
gII,
II ,7 N6 "` 28 29
5 I4xrIa 7213/1 30
3 ' 71
3,4311 § 318932
`.
1 :Alli 13x8 i I \. • : III aW. 4x1 r I
jai
64636261605958575655545352615049484746454443424140393837363534
3x5= 6x6= 7x10= 4x5= 6x6=
3x5=
3x8 11
8• 7-5-3 _ 14-10-9 1 22-5-8 I 28-1-12 t 44-11-0
8-- 6-8-11 7-5-7 7-6-15 5-8-4 16-9-4
Plate Offsets(X,Y)-- 11:0-1-0,0-0-4j
LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (toe) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.21 52 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 I Vert(TL) -0.28 52 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.59 I Horz(TL) 0.05 45 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MS I Weight:460 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 16-65,18-75,21-45
OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):66,68,72,75,76,77
WEDGE I MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. 1
REACTIONS. All bearings 16-11-0 except(jt=length)1=0-3-8.
(Ib)- Max Horz 1=-263(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)43,42,41,40,39,38,37,36,35,
34,33,33 except 1=-648(LC 12),44=-152(LC 1),45=-929(LC 12)
Max Gray All reactions 250 lb or less at joint(s)44,43,42,41,40,39,38,37,36,
35,34,33 except 1=1045(LC 1),45=1633(LC 1),45=1633(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OFFICE COPY
TOP CHORD 1-2=-1634/1379,2.86=-1613/1392,3-86=-1584/1395,3-4=-1590/1403,4-5=-1572/1412,
5-6=-1548/1422,6-7=-1102/1000,7-8=-1052/982,8-9=-1040/1002,9-10=-1039/1030,
10-11=-973/999,11-12=-429/497,12-13=-340/443,13-14=-340/474,14-87=-321/481,
15-87=-298/486,15-16=-310/506,16-17=-302/510,17-18=-309/518,18-19=-314/508,
19-88=-313/496,20-88=-336/495,20-21=-331/467,21-22=-55/301,22-23=-110/352,
23-24=-120/316,24-25=-154/324,25-26=-185/324,26-27=-215/325,27-28=-246/323,
28-29=-275/322,29-30=-305/323,30-31=-336/324,31-89=-359/319,32-89=-364/308,
32-33=-408/334
BOT CHORD 1.64=-1145/1411,63-64=-1145/1411,62-63=-1145/1411,61.62=-1145/1411,
60-61=-1145/1411,59-60=-1139/1406,58-59=-1139/1406,57-58=-1139/1406,
56-57=-1139/1406,55-56=-1139/1406,54-55=-637/907,53-54=-637/907,52-53=-637/907,
51-52=-637/907,50-51=-637/907,49-50_6371907,48-49=-269/390,47-48=-269/390,
46-47=-269/390,45-46=-269/390,44-45=-282/402,43-44=-282/402,42-43=-282/402,
41-42=-282/402,40-41=-282/402,39-40=-282/402,38-39=-281/401,37-38=-281/401,
36-37=-281/401,35-36=-281/401,34-35=-281/401,33-34=-281/401
WEBS 49-75=-799/1023,75-76=-760/998,76-77=-807/1045,21-77=-768/991,11-69=-875/847,
68-69=-813/789,67-68=-841/815,66-67=-855/828,65-66=-890/870,49-65=-852/822,
11-55=-475/462,6-74=-582/596,73-74=-538/545,72-73=-563/571,70-72=-581/588,
70-71=-485/493,55-71=-554/565,6-60=-293/257,21-45=-1109/866
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=451t;L=24ft;eave=5ft Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-2 to 3-1-2,Interior(1)3-1-2 to 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
,,v iiiii J7 sQ op grip DOL=1.60
a WARNING-Verl/yy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10N3/201S BEFORE USE. g
Design valid fo use only with MIlekV connectors.This design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use.the building designer must verify Ito:applicability of design pcearneters and properly incorporate his design Into the overall
balding design. Bracing Indicated is to prevent budding of Indivkiud taus web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for skablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
to ricatkrn,storage,delivery,ereckm and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria.DSB-89 and SCSI Building Component6904 Parke East Blvd.
Solely Intomrallon available horn Truss Plate Institute,218 N.Leo Street.Salle 312•Nexandria.VA 22314. I Tarrpa.FL 33610
Job Truss !Truss Type Qty I Ply
711149818;
12861TOA T01 GABLE 1 1
Job Reference(optional)
Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 S Mar 31 2017 MiTek Industries.Inc. Wed May 17 08:58:50 2017 Page 2
ID:urcmR0EH6c2j4VJkUUiYnoy8iUN-RYW CrALKbnyuDMy_29YEXuRMJIocizZhDARPiyOzFfRp
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.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)43,42,41,40,39,38,37,36,35,34,33,33 except(jt=lb)
1=648,44=152,45=929.
LOAD CASE(S) Standard
A WARNING-Verify design Peremetere and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rev.10/012015 BEFORE USE mil.
Design valid for use only with MltekC•connectors.this design is based only upon parameters shown,and is for an Individual building component.not
a truss system.Before use.the bulling designer must verify the opplicat4tty of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always recruited for stability and to prevent collapse with possble personal hits,/and property danage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seEANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety IMorrnatlon available from truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss !Truss Type r IOty Ply
711149819!
1286110A 702 ICommon IS 1 Job Reference(optional) ,
i
Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries,Inc. Wed May 17 08:58:51 2017 Page 1
ID:urcm ROEH6c2j4VJkUUiYnoy8iUN-v13b2W MyM541rW XBbs4T45zRW KEbi?zMP59FVgzFfRo
7-5-3 14-10-9 22-5-8 28-2-12 36-7-12_________ ____44-11-0
I 7-5 3 I 7-5-7 — �-— 7-6-15 I 5-9-4 8.5-0 8.3-4
Scale=1:76.2
5x6=
6.001-
4
.00 4
Y2 23
6x8� 4x5
5
1
6x8 i 6x8
6
2 E N
eA
21 24
12 11 25 10 26 9 8
2x4 !I 6x6- 7x10= 5x6= 7x6=
3x8 i1 3x8 :I
��8• 7-5-3 14-10.9 22-5-8 _I— 28-2-12 36-7-12 i 44-11-0
0 8- 6-8-11 7-5 7 7.6 15 5.9 4 8-5-0 8-3-4
Plate Offsets(X,Y)-- [1:0-0-1,0-0.31,11:0.0-3,0-7-111,11:0-3-8,Edgel.[7:0-3-8,Edgel,[7:0-0-3,0-5-0),[7:0-0-1,0-0-31,(9:0.3.0,0.2-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 1 Vert(LL) 0.20 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.22 8-20 >899 180
BCLL 0.0 * Rep Stress Incr YES WB 0.65 Horz(TL) 0.04 9 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MS I Weight:253 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10,5-10,5-9,6-9,2-11,3-10
WEDGEMiTek recommends that Stabilizers and required cross bracing
Left:2x6 SP No.2,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1016/0-3-8 (min.0-1-8),9=2135/0-5-8 (min.0-2-8),7=442/0-5-8 (min.0-1-8)
Max Horz 1=264(LC 11)
Max Uplift 1=-644(LC 12),9=-1036(LC 12),7=-64(LC 12)
Max Gray 1=1016(LC 1),9=2135(LC 1),7=538(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-21=-1477/1271,2-21=-1319/1297,2-3=-984/942,3-22=-334/465,4-22=-237/479,
4-23=-248/500,5-23=-310/477,5.6=-2191545,6-24=-569/63,7-24=-656/16
BOT CHORD 1-12=-1031/1232,11-12=-1026/1230,11-25=-577/787,10-25=-577/787,10-26=-394/439,
9-26=-394/439,8-9=-20/505,7-8=-16/509
WEBS 3-11=-536/506,5-10=-795/1060,5-9=-1611/1188,6-9=-822/350,6-8=0/370,
2-11=-497/514,3-10=-857/825
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psh BCDL=5.0psh h=25ft;B=45ft;L=24it eave=5ft;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 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
1 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=10.0pst.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)
1=644,9=1036.
LOAD CASE(S) Standard
1 1I
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10103/2015 BEFORE USE.
Design valid for rise only with Mlieko connectors.TMs design k based only upon parameters shown,and Is for an Individual building component,not +
a truss system.Before use,the building designer must verify the applicability lk,ablity of design parameters and properly Incorporate this design into the overall
buNcli rg design. Bracing indicated is to prevent buckling of individual tura web and/or chord members only.Additional temporary and permanent tracing MiTek'
is always regaled for stability and to prevent collapse with px>sstle personal initry and property damage. For general guidance regarding the
r'rlcatlon,storage,delivery,erection and bracing of Mosses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd.
Safety information as/citable from Truss Plate Institute.218 N.Lee Street.Suite 312.AlexardrIa,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty !Ply
T11149820
12861TOA T03 Roof Special 3 1 `
Job Reference(optional) I
Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries.Inc. Wed May 17 08:58:52 2017 Page 1
ID:urcmR0EH6c2j4VJkUUiYnoy8iUN-NxdzGsNa7OCcTg6N9ZbiCJWdXkcIROVW etupt HzFfRn
I
5-4-7 i- 10-8-8 1 16-6-2 22-58 I 26.67 2�8-1-10 36-7-3 -- I 4.4.11_0_---�
5-4.7 5-4-1 5-9-10 5-11-6 4-0-15 1.7-4 8-5-9 8-3-13
5x6= Scale=1:89.4
6.00 12 5
4x5 26 27 4x5
4 6
6x81
3 1 6x8
4x5 •I• I , 7
ti
2
28
25 "tv: ==
1 / 16 1 12 8 v
1 `f 5x12= 15 29 14 30 ar 1r` a
0 6x6= 4x10= s. 6
18 17 11 10 9
3x8 II
4x6 II 4x5= 2x4 I I 3x4 }I 7x6=
4x5=
2x4=
I 5-4-7 I 10-8-8 1 16-6-2 22-5-8 I 26-6-7 218-1-10 36-7-3 I 44-11-0 —I
5-4-7
5-4-7 5.4-1 5-9-10 5-11-6 4-0-15 1-7-4 8-5-9 . 8-3-13
Plate Offsets(X.Y)-- (1:0-0-1,0.0-31.(1:0-0-3.0-5-01(1:0-2-12,0.0-111,(8:0-3-8,Edgel,(8:0.0-3,0-5-01,(8:0-0-1,0-0.31,[16:0-6-0,0-3-41
1--
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.12 16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.30 15-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) 0.04 10 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:266 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins.
BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-17,11.13:2x4 SP No.3 WEBS 1 Row at midpt 6-12,7-10,4-14
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):12
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1078/0-5-8 (min.0-1-8),10=1925/0-3-8 (min.0-2-4),8=591/0-5-8 (min.0-1-8)
Max Horz 1.264(LC 10)
Max Uplift 1=-326(LC 12),10=-390(LC 12),8=-227(LC 12)
Max Gray 1=1078(LC 1),10=1925(LC 1),8=616(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-25=-1842/633,2-25=-1769/645,2-3=-2295/811,3-4=-1313/577,4-26=-572/427,
5-26=-490/441,5-27=495/455,6-27=-575/432,6-7=-74/301,7-28=-727/410,
8-28=-816/386
BOT CHORD 1-18=-486/1661,3-16=-140/685,15-16=-532/2107,15-29=-219/1197,14-29=-219/1197,
9-10=-246/647,8-9=-245/650
WEBS 2-18=-573/247,16-18=-511/1739,2-16=-67/456,4-15=-137/752,10-12=-1347/350,
6-12=-1368/341,7-9=0/364,7-10=-808/336,6-14=-24/965,4-14=-1047/383,
3-15=-1057/380
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=25it;B=45ft;L=24ft;eave=5ft;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 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.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 100 lb uplift at joint(s)except(jt=1b)
1=326,10=390,8=227.
LOAD CASE(S) Standard
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 my.10W32016 BEFORE USE. pa.
Design valid for use only wlttt MIIok®connectors.This design Is txssed oily utx,n parameters shown,and Is for an Individual holding component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for Melbltty and to prevent collapse with posst le personal hluy and property damage. For general guidance regarding the
fabrication,storage.delivery.erectIo n and txachg of trusses and hum systems,seeAN51/Tu11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Solely Information available from Teas Plate Instituto,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job fruss �Truss Type 'Qty I Ply
111149821
12861T0A T04 �!Root Special13 - 1 Job Reference(optional)
Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Punt:8.110 s Mar 31 2017 MiTek Industries,Inc. Wed May 17 08:58:53 2017 Page 1
I D:urcmROEH6c2j4VJkU UiYnoy8iUN-r7BLTCODui KT4ghZjH6x9W 3oz8whAw?isPeMZjzFf Rm
1 5-4-7 10.8.8 112.9.81 16-6-2 1 22-5-8 )24-5-7 26-6-7r-1-19 -__-----36-7-3 44-11-0 1
5.4.7 5-4-1 2-1-0 3-8-10 5-11-6 1-11-15 2-1-0 1-7-4 8-5-9 8-3-13
5x6= Scale=1:88.1
6.00 I12 5
4x5 32 4x5
4 6
6x8
3 6x8
�i 7
4x5 i
2
l 31
19 16s w. 42
1 18 17 d
q 8
N �: N 21 6x6= 4x10- 15_'1 2X • )^ N
o 2x4—3x4 II 2x4= o
24 23 2x4= 3x4= 11 10 9
4x6 I 4x5= 2x4 II 3x5 2174= 7x6= 3x8 1
5x12= .3x4 II
455=
1
5-4-7 10-8-8 112.9.81 16-6-2 22-5-8 124-5-7 26-6-78-1-10 36-7-3 44-11-0
5-4-7 5-4-1 2-1-0 3-8-10 • 5-11-6 1.11.15 2-1-0 1.7.4' 8-5-9 8-3-13
Plate Offsets(X,Y)-- 11:0-0-1,0-0.31,[1:0.0-3,0-5-01,11:0-2-12,0-0-111,18:0-3-8.Edge).18:0-0-3.0-5-01,[8:0-0-1.0-0-31.[16:0-2-8,0-0-121[20:0-6-0,0-3-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.14 20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.34 19 >995 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.62 Horz(TL) 0.06 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:271 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-23,19-21,15-16,11-13:2x4 SP No.3 WEBS 1 Row at midpt 3-18,4-17,6-12,7-10
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):12
WEDGE ' MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide. ,
REACTIONS. (lb/size) 1=1054/0.5.8 (min.0-1-8),10=1988/0-3-8 (min.0-2-6),8=551/0-5-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-319(LC 12),10=-409(LC 12),8.216(LC 12)
Max Gray 1=1054(LC 1),10=1988(LC 1),8=595(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-31=-1794/618,2-31=-1722/629,2-3=-2670/899,3-4=-1382/581,4-32=-540/402,
5-32=-458/415,5-33=-462/431,6-33=-544/408,6-7=-31/357,7-34=-683/385,
8-34.-771/361
BOT CHORD 1-24=-473/1575,3-20=-175/846,21-22=-84/258,19-20=-517/2088,18-19=-601/2345,
17-18=-225/1193,14-15=-300/115,9-10=-224/607,8-9=-222/611
WEBS 2-24=-711/291,20-24=-497/1663,2-20=-160/805,3-18=-1275/434,4-18=-147/739,
4-17=-1055/401,10-12=-1356/350,6-12=-1374/340,7-10=-809/336,7-9=0/363,
6-17=-23/911
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=5ft;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 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=319,10=409,8=216.
LOAD CASE(S) Standard
1 �
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. mil
Design valid lot use only with MITetI connectors.This design Is based only upon parameters shown,and Is nor an indls k*x11['sliding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal Isksy and property danage. For general guidance regarding tie
fatxk:allon,storage,delivery.erectIo n and bracing of trusses and truss systems.seeANSI/TPtl Quality Criteria,D56.89 and SCSI Building Component 6904 Parke East Blvd.
Safety Informallon avdlable from truss Rale Institute.218 N.Lee Street.Suite 312.Alexandria-VA 22314. Terrga.FL 33610
Job Truss Truss Type Ory 'Ply
111149822
1286110A T05 .Roof Special 11 I 1
1 I Job Reference(optional)
Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries,Inc. Wed May 17 08:58:54 2017 Page 1
I D:u rcmROE H6c2j4VJkU U iYnoy8i U N-J KIjhYOrfOS KizGmH_dAi kb3pYF7V I8p53NV59zFfR1
5-4-7 1.0-8-8__- 16-6-2 22.5.8 26.5.2 32-7-0 38-8-13 44-11-0
5-4-7 5-4-1 5-9-10 5-11-6 3-11-10 ~ 6-1-13 6-1-13 } 6-2-3 l
Scale=1:76.8
5x6=
6.00 rii 5
r
26 4x5
25
4x5 6
6x8 G i 6x8-
7
3 4::
•i
2x4//
4x5 i
8
2
24liihhit
-_ a 27
1 15 12 l4
5x12= 14 28 13 -- 9 1r-IN
4x5= 4x10= �'� J
c 17 16 11 29 30 10 -
6x8 = 3x8 I
3x8 11
4x5= 2x4 I' 4x5=
i---- 5.4-7 10-8-8 16-6-2 _ 22-5-8 ) 26-5-2 26-Z-11 35.7-15 I 44-11-0
5-4-7 5-4-1 5-9-10 5-11-6 3-11-10 0-2-9 9-0-4 9-3-1
Plate Offsets(X,Y)-- [1:0.0-1,0-0-31.11:0-0-3,0-5-01,[1:0.3-4,0-1-111,(9:0-3-8,Edgel,19:0-0-3,0-5-01,19:0-0-1,0.0-31,115:0-6-0,0-3-41
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In pc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.27 10-11 >821 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 1Vert(TL) -0.55 10-11 >402 180
BOLL 0.0 Rep Stress Ina YES WB 0.95 Horz(TL) 0.03 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:291 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins.
BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. Except:
3-16,6-11:2x4 SP No.3 1 Row at midpt 6-12
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-6-0(7-11);6-5-12(4-13);
OTHERS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing
WEDGE I be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 1=1034/0-5-8 (min.0-1-8),11=1868/0-3-8 (min.0-2-3),9=691/0-5-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-319(LC 12),11=-374(LC 12),9=-250(LC 12)
Max Gray 1=1034(LC 1),11=1868(LC 1),9=731(LC 18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-24=-1755/615,2-24=-1684/627,2-3=-2150/780,3-4=-1174/548,4-25=-462/404,
5-25=-430/417,5-26=-427/437,6-26=-460/421,6-7=-143/320,7-8=-918/455,
8-27=-1072/491,9-27=-1129/477
BOT CHORD 1-17=-470/1595,3.15=-135/669,14-15=-503/1995,14-28=-194/1103,13-28=-194/1103,
11-12=-1302/245,6-12=-1246/248,11-29=-140/468,29-30=-140/468,10-30=-140/468,
9-10=-341/947
WEBS 2-17=-545/239,15-17=-495/1672,2-15=-54/408,3-14=-1046/376,4-14.130/732,
7-11=-716/299,7-10=-95/587,8-10=-344/237,6-13=-27/913,4-13=-1037/380
NOTES-
1)Unbalanced root 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=24lt;eave=5ft;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 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are 3x4 MT20 unless otherwise Indicated.
4)This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s)except(jt=lb)
1=319,11=374,9=250.
LOAD CASE(S) Standard
A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED AMER REFERANCE PAGE MS-7473 rev.10QY2015 BEFORE USE. iff
Design valid for use only with Mdlek.)connectors-this design is based only upon pxrameters shown,and Is for an Individual building component,not
a less system.Before use-the building designer must verify the appllcabllN of design txlrrrneters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Indbklual truss web and/or chord members only.Additional temporary and permanent txacing MiTek,
Is always required for stability and to prevent collapse with possible personal Ir11uy and properly damage. For general guidance regardng the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI1 Quality Criteria,056-89 and BCSI Bulking Component 6904 Parke East Blvd.
Safety Information avdldale trout truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty I Ply
I T11149823
12861TOA T06 Root Special 1 I1
I Job Reference(optional)
Building ConponeM Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries.Inc. Wed May 17 08:58:55 2017 Page 1
ID:urcmROEH6c2j4VJkUUiYnoy8i UN-nW JSuuPTQJaAK7rygi8PEx8EZycgek7yKj7TebzFfRk
• 5-4-7 10-8-8 16-6-2 22-5-8 27-7-0 33-4-3 39-1-7 44-11-0 l 5-4-7 I 5-4-1 5-9-10 I 5-11-6 r__-____5-1-8 5-9-4 I 5-9-4 5.9-9
Scale=1:76.8
5x6=
6.00 72 5
I\
25 � 4x5
4x5 i
6
4
6x8 G 6x8
7
3 \ / •.
4x5<-
24
2x4//
2,...01°11°.11 .
8
24 _ 27
J41
I\
1,„.. 1
5 12 0
q 5x12= 14 28 13 29 9 to
^l 6x6= 4x10= .'1 T1:. N
o _ 'u ' • •.
17 16 11
30 31 10 -
4x6 11 4x5= 2x4 I1 4x5= 6x8= 3x8 it
1 5-4-7_ I 10-8-8 I 16-6-2 I 22-5-8 I 27-7-0 27- -11 36-2-13 44-11-0
5-4-7 5-4-1 5-9-10 5-11-6 5-1-8 0- -11 8-6-2 8-8-3
Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,[1:0-0-3,0-5.01,11:0.2-12,0-0-111,[9:0-3-8,Edge1.f9:0-0-3,0-5-01,(9:0-0-1,0-0-31.[15:0-6-0,0-3-4)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.19 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.41 10-11 >501 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.96 Horz(TL) 0.02 11 n/a Na I
BCDL 10.0 1 Code FBC2014/TP12007 Matrix-MS f Weight:288 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. Except:
3-16,6-11:2x4 SP No.3 1 Row at midpt 6-12
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-11-7(7-11);6-5-12(4-13);
OTHERS 2x4 SP No.3 j MiTek recommends that Stabilizers and required cross bracing i
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3,Right:2x4 SP No.3 I Installation guide.
REACTIONS. (lb/size) 1=1082/0-5-8 (min.0-1-8),11=1867/0-2-15 (min.0-2-3),9=644/0-5-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-326(LC 12),11=380(LC 12),9=-237(LC 12)
Max Gray 1=1082(LC 1),11=1867(LC 1),9=673(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
' TOP CHORD 1-24=-1851/633,2-24=-1777/644,2-3=-2310/810,3-4=-1324/577,4-25=-588/427,
5-25=-515/440,5-26=-518/450,6-26=-577/428,6-7=-128/307,7-8=-831/433,
8-27=-924/467,9-27=-1026/454
BOT CHORD 1-17=-486/1680,3-15=-140/692,14-15=-528/2141,14.28=-215/1223,13-28=-215/1223,
11-12=-1352/264,6.12=-1282/279,11-30=-135/414,30-31=-135/414,10.31=-135/414,
9-10=-325/860
WEBS 2-17=-582/246,15-17=-511/1760,2-15=-65/470,4-14=-137/748,5-13=-196/261,
7-11=-659/276,7-10=-91/544,8-10=-322/224,6-13=-34/943,4-13=-1042/382,
3.14=-1065/380
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=25lt;B=45ft;L=24ft;eave=5ft;Cat.
11;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 22.5-8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOI.=1.60 plate grip DOL=1.60
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 Ilve loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=326,11=380,9=237.
LOAD CASE(S) Standard
1
Q WARNING-Verily design paranwtea and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MO-7473 rw.10'03/2016 BEFORE USE g
Design/valid for use only wilts Miek r,connectors.this design is based only upon parameters shown,and Is for an kxllvldxl building component,not
a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly incorporate this design into the overall
bulling design. Bracing Indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent txax ing MiTek•
Is always required for stability and to prevent collapse with Possble personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Inrormallon avaltable from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
;Job I truss truss Type Qty Ply
I I
I 711148824
12861TOA 1707 Root Special 1 1
Ii Job Reference(optional)
Building Component Supply.Jacksonville,FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 Mack Industries.Inc. Wed May 17 08:58:55 2017 Page 1
ID:urcmROEH6c2j4VJkUUiYnoy8iUN-nW J5uuPTQJaAK7rygi8PEx8DOyZQek?yKj7TebZFfRk
6-8-4 13-4-3 —_ 20-0-3 22-5-8 . 28.8-13 I 34-1-7 39-6-1 I 44-11-0
6-8-4 6-7-15 6-7-15 2-5-5 6-3-5 5-4-10 5-4-10 5-4-15
6x6= Scale=1:80.3
6.00 12
4 i 5
2x I
is
4 '''11111111114.14.444664,64444.4.444446\ 25
2x4 I
6x6� 6
24
3 6x8
7
4x5 w
2x4//
2, \ 8
26
23 1111i0 =
1'• - 13 12 9 27 284x6= ca l=// .rin iq'
7x10= i< 10
16 15 14 11
29 30 10 •-
6x8= 3x8 II
dx6 11
6x6= 4x10= 2x4 II 4x5=
6-8-4 13-4-3 I 20-0-3 28-8-13 28.110.8 36-9-12 I 44-11-0
6-8-4 6-7-15 6-7-15 8.8.11 0-1'-11 7-11-4 8-1-4
Plate Offsets(X,Y)-- [1:0.2-12,0-0-111.[1:0-0-3,0-5-01,[1:0-0-1,0-0-31,[5:0-3-0,0-2-01,[9:0-3-8,Edge1.[9:0-0-3,0-5-01,[9:0-0-1,0-0-31,[12:0-4-0,0-2-01,[13:0-3-8,Edge1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.32 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.66 12-13 >526 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.97 Horz(TL) 0.03 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:274 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins.
BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
4-14,6-11:2x4 SP No.3 1 Row at midpt 4-13
WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-12
OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d
WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance.
Lett:2x4 SP No.3,Right:2x4 SP No.3 Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
I be installed during truss erection,in accordance with Stabilizer
i Installation guide.
REACTIONS. (lb/size) 1=1133/0-5-8 (min.0-1-8),11=1860/0-2-15 (min.0-2.3),9=601/0-5-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-338(LC 12),11=-375(LC 12),9=-230(LC 12)
Max Gray 1=1133(LC 1),11=1860(LC 1),9=609(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-23=-1926/648,2-23=-1843/665,2-3=-1419/582,3-24=-1031/524,4-24=-860/526,
4-5=-973/613,5-25=-166/450,6-25=-199/436,6-7=-115/311,7-8=-727/426,
8-26=-814/458,9-26=-908/446
BOT CHORD 1-16=-489/1712,15-16=-489/1712,4-13=-284/213,13-27=0/616,27-28=0/616,
12-28=0/616,11-12=-1395/276,6-12=-393/282,11-29=-142/353,29-30=-142/353,
10-30=-142/353,9-10=-322/760
WEBS 2-15=-524/242,13-15=-284/1361,3-13=-460/239,5-13=-376/1194,7-11=-594/245,
7-10=-87/502,8-10=-303/213,5-12=-1195/54
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=45tt;L=24ft;eave=5ft;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 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.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 at joint(s)11.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=tb)
1=338,11=375,9=230.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
0 WARNMVG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10)3/201S BEFORE USE NI
Design valid for use only with Woke connectors.this design is based only upon Ixxometers shown,and Is for an hdly drxi buldhg component.not
a truss system.Before use,the bulling designer must verily the apolcablity of design parameters and properly Incorporate this design Into the overall
building design. &acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addtlonal temporary and permanent bracing MiTek•
Is always required for stabillty and to prevent collapse with possible personal Inkxy and property damage. For general guid nce regarding the 6904 Parke East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS1/TP11 QIty CAferla,DSB-89 and BCSI Building Component
Safely Information available from Teas Plate Institute,218 N.Lee Street.Suite 312.Alexarxlrla,VA 22314. Tampa.FL 33610
•
Job Truss Truss Type :Qty Ply
711149825
12861T0A TO8 Roof Special :1 ! 1 i
Job Reference(optional)
Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries,Inc. Wed May 17 08:58:56 2017 Page 1
I D:urcmROEH6c2j4VJkU UiYnoy8iUN-GitU6EQ5Bdi 1 xHQ8OPfen9hN3LuvN Dc6YNs0A2zFfRj
7.0.14 + 14-1-6 I 21-1-15 42-5-8 25_7-124 32-0-11 38-5-11 44-11-0
7-0-14 7-0-9 7-0-9 1-3-9 3-2-4 6-5-0 6-5-0 6-5-5
Scale=1:82.5
4x6 I
3x4//
6.00 I 4x5
3x4// 4 5 26
I 3x4// 2x4 II
3x4/i 25 6
3x4//
6x8 i
3 6x8
Zzi
nJ
I ax5ill 4x5
8
2
i
24 .. ���
19
'\k
q 14 1327
L {II^i A t'i1 r: 3x5=29I410111111111'ime#00•0000/0/".j'
Ir;1N
6 11 7x10-
28
17 16 15 12 11 10 :i O
3x8 II
3x8 I! 6x6= 4x5= 4x5= 2x4 i 6x12= 2x4 II
7-0-14 14-1-6 21-0-4 21-11-15 25-7-12 32.0.11 38-5-11 44-11-0
7-0-14 i 7-0-9 + 6-10-14 0-1-11 4-5-12 i 6-5-0 + 6-5-0 6-5-5
Plate Offsets(X,Y)-- 11:0.0-1,0.0-31,11:0-0-3.0-5-01.(1:0-3-8,Edge1,19:0-3-8,Edge1,19:0-0.3,0.5-01,19:0-0-1,0.0-31,113:0-3-8.Edge),114:0-2-8,0-1-01
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 ! Vert(TL) -0.20 15-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.15 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 i Matrix-MS Weight:287 ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins.
BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
4-15,6-12:2x4 SP No.3 1 Row at midpt 4-14,6-13
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-8-9(3-15);
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 1=763/0-5-8 (min.0-1-8),15=1942/0-2-15 (min.0-2-5),9=888/0-5-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-251(LC 12),15=-414(LC 12),9=-278(LC 12)
Max Gray 1=788(LC 21),15=1942(LC 1),9=901(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-24=-1214/454,2-24=-1135/472,2-3=-626/379,3-25=-80/271,4-25=-25/315,
4-5=-348/374,5-26=-361/403,6-26=-407/390,6-7=-477/352,7-8=-954/444,
8-27=-1388/529,9-27=-1465/513
BOT CHORD 1-17=-314/1060,16-17=-314/1060,16-28=-83/521,15-28=-83/521,14-15=-1276/242,
4-14=-1191/232,10-11=-371/1242,9-10=-371/1242
WEBS 2-17=0/274,2-16=-613/262,3-16=-62/535,3-15=-898/353,4-13=-280/984,
11-13=-172/794,7-13=-566/279,7-11=0/285,8-11=-528/237
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=5.0psh BCDL=5.0psf;h=251t;B=4511;L=24tt;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-010 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psi 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 at joint(s)15.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=251,15=414,9=278.
LOAD CASE(S) Standard
A WARNING-Verity desIgn peramelere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 001.7473 rev,I8V32015 BEFORE USE. N,
Design valki for use only with Welds connectors.Tits design Is hissed only upon parameters shown,and Is for an individual building component not
a truss system.Before use.the bulling designer must verify the applicability of design parameters and properly incorporate this design Into the overall
bolding design. Bracing indicated Is to prevent budding of Irxlfvkiud truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required tor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Balding Component
Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 72314. Tampa.FL 33610
Job Truss Truss Type lOty Ply
111149826
12861TOA 109 Common 7 1
Job Reference(optional)
Building Component Supply.Jacksonvlle.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.1106 Mar 31 2017 MiTek Industries,Inc. Wed May 17 08:58:57 2017 Page 1
ID:urcmROE H6c2j4VJkUUiYnoy8i UN-kuRsJaRjyxquZR_Ky7AtJMDW UIMe6kYFn 1 cZiUzFiRi
7-6-1 14-11-12 22-5-8 29-11-4 37-4-15 44-11-0
1 7.6.1 I 7-5-12 I 7-5-12 I 7-5-12 7-5-12 -{ 7-6-1 -
Scale=1:76.2
5x6=
6.00 12
4
20 21
6x8 4
6
3 5x8
6x8 i
6x8
2 6
4.0.1. \ / :N.
19 I 22
7
o t_ a o
12 11 23 10 24 9 8
3x8 11
2x4 I I 6x6= 4x10= 6x6= 2x4 I I 3x8 i l
I
7-6-1 I 14-11-12 1 22-1-2 22(5-8 29-11-4 1 37-4-15 _ 1 44-11-0 i
7-6-1 7-5-12 7-1-6 0.4.6 7-5-12 7-5-12 7-6-1
Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-3-8,Edgel,17:0.0-1,0-0-31,17:0-0-3,0-5-01,17:0-3-8,Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.08 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.17 8-18 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.03 . 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:249 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10,5-10,6-9,3-10,2-11
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=652/0-5-8 (min.0-1-8),10=2289/0.3-8 (min.0-2-11),7=652/0-5-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-182(LC 12),10=-578(LC 12),7=-182(LC 12)
Max Gray 1=712(LC 21),10=2289(LC 1),7=712(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-19=-1039/315,2-19=-955/335,2-3=-403/226,3-20=0/536,4-20=0/609,4-21=0/601,
5-21=0/512,5-6=-403/226,6-22=-955/335,7-22=-1039/315
BOT CHORD 1-12=-186/893,11-12=-187/890,11-23=-142/301,10-23=-142/301,10-24=-55/260,
9-24=-55/260,8-9=-187/851,7-8=-186/854
WEBS 4-10=-858/157,5-10=-949/365,5-9=-62/554,6-9=-674/295,6-8=0/307,3-10=-950/365,
3-11=-62/555,2-11=-674/295,2-12=0/307
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=2511 B=4511 L=24ft;eave=5ft;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 22-5-8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord Ilve 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 100 lb uplift at joint(s)except(jt=tb)
1=182,10=578,7.182.
LOAD CASE(S) Standard
� t
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/13V2af5 BEFORE USE NI
Design valid for use only with MITeKr connectors.This design Is based only upon parameters shown,and Is for an kndMdual buiding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
briding design. Bracing Indicated Is to prevent budding of individual huts web and/or chord members only.Additional temporary and permanent tracing Mill**
Is always required for stability end to prevent colIceise with possttle personal k*..y and property damage. For general guidance regarding the
tceek:a eon,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPti Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information avdlable from Trus Plate Institute.218 N.Lee Sheet,Salle 312.Alexandria,VA 22314. Tampa.FL 33610
,
Job Truss (runs Type I Qty I Ply
7111498271
12861T0A T10 Roof Special 3 1
1 Job Reference(optional) 1
Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print 8.110 s Mar 31 2017 MiTek Industries.Inc. Wed May 17 08:58:59 2017 Page 1
ID:urcmROEH6c2j4VJkU UiYnoy8i UN-gHYckFSzUY5coI8j3X0LPnJpcZOOaa9YFL5gnNzFfRg
3-6-12 7-1-8 11-1-815-1-8 22-5-8 29-11-4 37-4-15 44-11-0
3-6-12 3-6-12 4-0-0 4-0-0 7-4-0 7.5.12 + 7-5-12 7-6-1 i
Scale=1:76.8
6x6=
6.00 12 6
25 262x4 I I 6x8
5 7
6x8 G0000000g0o
4
'j 2x4 it 1 6x8
3 1 11 8
4X5
I
0044.4
24 2 LZ 27
15 14
1 i 6x12= 7x10= II R
4 9 O N
ri - I;r
a
17 16 13 12 28 11 10
3x6 II
4x5= 2x4 II 2x4 II 4x10= 6x6= 2x4 11 3x8 I'
3.6.12I 7-1-8 15-1-8 22-1-2 22(5-8 29-11-4 j 37-4-15 1 44-11-0
3-6-12 3-6-12 8.0.0 6-11-10 0-416 7-5-12 7-5-12 7-6.1
Plate Offsets(X,Y)-- [1:0.3-8,Edge1,[1:0-0-3,0-5-01,[1:0-0-1,0-0-31,16:0-3-0,0-2-41,[9:0-3-8,Edge1,[9:0-0-3,0-5-01,[9:0-0-1,0-0-31,[14:0.3-8,Edgel,[15:0-4-12,0-3-01
r— I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.17 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.48 14-15 >565 180
BCLL 0.0 * Rep Stress'nu YES WB 0.83 Horz(TL) 0.10 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS ( Weight:278 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-16,5-13:2x4 SP No.3 WEBS 1 Row at midpt 12-14,7-12,8-11
WEBS 2x4 SP No.3 2 Rows at 1/3 pts 6-12
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer 1
Installation guide.
REACTIONS. (lb/size) 1=438/0-5-8 (min.0-1-8),12=2736/0-3-8 (min.0-3-4),9=420/0-5-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-126(LC 12),12=-695(LC 12),9=-122(LC 12)
Max Gray 1=468(LC 21),12=2736(LC 1),9=623(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-24=-691/244,2-24=-620/252,2-3=-1206/289,3-4=-1277/354,4-5=-49/601,5-25=0/513,
6-25=0/587,6-26=-60/1109,7-26=-80/1031,7-8=-212/638,8-27=-776/274,
9-27=-859/231
BOT CHORD 1-17=-162/611,5-14=-401/291,12-28=-552/202,11-28=-552/202,10-11=-210/691,
9-10=-206/694
WEBS 12-14=-914/466,6-14=-259/770,6-12=-1631/402,7-12=-950/367,7-11=-67/561,
8-11=-706/303,8-10=0/321,4-14=-540/222,4-15=-304/1339,2-17=-372/141,
15-17=-190/739,2-15=-81/464
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=5ft;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 22-5.8,Exterior(2)22-5-8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)"This truss has been designed for a live load of 20.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=10.0pst.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=126,12=695,9=122.
LOAD CASE(S) Standard
0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10/0312015 BEFORE USE. mit
Design valid for use only vAth MilekI)connectors.This design k based only upon parameters shown,and Is for an Ixdly dual Wilding component,not
a truss system.Before use,the building designer musl verify the applicability of design parameters and properly Incorporate this design Info the overall
briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
Is always required for sldbiltty and to prevent collapse with possible personal Injury and property damage. For general gukkrrco regarding Use
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPtt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdtable from Trans Plate Institute.218 N.lam Street Sulto 312,Noxa drks.VA 22314. Tampa.Ft. 33610
Job Truss -Truss Type I Oty Ply
111149828
12861T0A 711 Common 4 1
Job Reference(optional)
Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries.Inc. Wed May 17 08:58:59 2017 Page 1
I D:urcmROEH6c2j4VJkU UiYnoy8iUN-gHYckFSzUY5coI8j3XDLPnJrdZ_6actYFL5gnNzFfRg
7-6-1 12-0-1 I 17-0-0 i 22-5-8 I 29-6-12 _29,111_4 37-4-157 1 44-11-0
7-6-1 4-6-0 4-11-15 5-5-8 7-1-4 0.4.8 7-5-12 7-6-1
Scale=1:76.2
5x6
6.0012 s
C
4x5 i 21 22
4 6x8
6
6x8 i
3
-
- 7
A6x8
2x4 II
7
t.
114441441
� 23
c5 1i .i, ¢ :. 8 1n
81
d
13 24 25 12 26 11 27 10 9
3x8 II
3x8 II 7x6= 6x6= 4x10- 6x6= 2x4 II
7.6.1_ 1 17-0-0 1 22-0-4 22.q-8 29-6.12 I 37-4-15 1 44-11-0
7-6-1 9-5-15 5.0.4 0-5-4 7-1-4 7-10-3 7-6-1
Plate Offsets(X.Y)-- [1:0-0-1,0-0-31,[1:0-0.3,0-5-01,[1:0-3-8,Edge1,[8:0-0-1,0-0-31,18:0-0-3,0.5.01,[8:0-3-8,Edge1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.22 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.45 12-13 >595 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.02 11 n/a n/a
BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:261 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:10-11.
WEDGE WEBS 1 Row at midpt 4-11,5-11,6-11,7-10
Left:2x4 SP No.3,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. All bearings 0-5-8.
(Ib)- Max Horz 1=-264(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)except 1=-203(LC 12),11.432(LC 12),
10.154(LC 12),8=-153(LC 12)
Max Gray All reactions 250 lb or less at joint(s)except 1=736(LC 21),11=1853(LC
17),10=777(LC 22),8=548(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-20=-1088/350,2-20=-999/370,2-3=-1058/502,3-4=-224/253,4-21=0/453,5-21=0/520,
5-22=0/507,6-22=0/438,6-7=-26/288,7-23=-630/283,8-23=-709/262
BOT CHORD 1-13=-216/1034,13-24=-65/596,24-25=-65/596,12-25=-65/596,9-10=-142/560,
8-9=-141/563
WEBS 2-13=-371/270,3-12=-587/268,4-12=-126/741,4-11=-971/336,5-11=-666/72,
6-11=-329/228,6-10=-289/137,7-10=-722/311,7-9=0/321,3-13=-249/754
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=45it;L=24ft eave=5ft 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 22-5-8,Exterior(2)22-5.8 to
25-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0ps1 on the bottom chord in 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 203 lb uplift at joint 1,432 lb uplift at joint
11,154 lb uplift at joint 10 and 153 lb uplift at joint 8.
LOAD CASE(S) Standard
� I
V WARNING-Verily design paramatbrs and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE ME-7I73 rev.IG103/2015 BEFORE USE. Mt
t)eegn valid for use only with Mlteka connectors.Iles design Is based only upon parameters shown.and Is for an individual building component,not
a truss system.Before use,the building designer must verily the.applicability of design parameters and properly knot fxrate this design into the overall
baking design. Bracing Indicated Is to prevent buckling of tndtvkiud truss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always required for Oddity and to prevent collapse wilts rx sstle personal U4iy and property damage. For general guldaice regarding the
fabk:atkrl.storage,delivery-erection and bracing of trusses and truss systems,seeANSI/lPlt Quality Criteria,DSB-89 and SCSI BuNdIng Component 6904 Parke East Bled.
Solely Informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexaxlrla,VA 22314. Tampa-FL 33610
Job i Truss Truss Type Qty Ply
711149829
1286170A 'T12 Common 3 1
Job Reference(optional)
Building Component Supply,Jacksonville,FI 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries,Inc. Wed May 17 08:59:00 2017 Page 1
I D:urcmROEH6c2j4VJkU UiYnoy8iUN-876_xbTcFsDTQujvdFkax?r?uzKkJ35hT?gEJpzFfR1
7-6-1 12-0-1 17-0-0 22-5-8 29.11-4 37-4-15______.__ 44-11-0___
7-6-1 I 4-6-0 �—4-11-15 i 5-5-8 7-5-12 l 7-5-12 7,6-1
5x6= Scale=1:78.8
6.00 12 5
4x5 9 23 24
46x8
6x89 6
zt.
3
2x4 I/ •
� $ 6x8
2 „ 7
i
25
22
1 I I
E. , 8 .a
l'
• u >r t
13 26 27 12 28 11 29 10 9
7x6= 6x6= 4x10- 6x6= 2x4 I 5x6=
3x8 II 4x10 Ii
•
7-6-1 17.0.0I 22.0.4 221.5-8 29-11-4 I 37.4.15 i 43.11.8 4�-11.0
7-6-1 9-5-15 5-0-4 0-5i4 7-5-12 7-5-12 6-6-9 0.11.8
Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0-0.3,0.5-01,11:0-3.8,Edge1.18:0-0-0.0-2-71,(8:0-3-1,0-8-01
,
LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) Vdef I L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.22 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.44 12-13 >613 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:263 lb FT=20%
LUMBER- BRACING-
, TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at nidpt 5-11,6.11,7.10,4.11
WEDGE I MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3,Right:2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer I
Installation guide. 1
REACTIONS. (lb/size) 1=613/0-5-8 (min.0-1-8),11=2344/0-5-8 (min.0-2-12),8=636/0-3-8 (min.0-1-8)
Max Horz 1=-264(LC 10)
Max Uplift 1=-116(LC 12),11=-1014(LC 12),8=-450(LC 12)
Max Gray 1=703(LC 21),11=2350(LC 2),8=686(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-22=-1020/115,2-22=-932/136,2-3=-990/265,3-4=-152/277,4-23=-131/596,
5-23=-117/672,5-24=-131/689,6-24=-151/605,6-7=-268/372,7-25=-647/755,
8.25=-800/729
BOT CHORD 1-13=-29/979,13-26=-60/539,26-27=-60/539,12-27=-60/539,12-28=-232/361,
11-28=-232/361,9-10=-544/636,8-9=-548/638
WEBS 5-11=-886/325,6-11=-862/839,6-10=-560/525,7-10=-565/549,7-9=-234/263,
4.11=-980/313,4.12=-107/753,3-12=-588/278,2-13=-380/279,3-13=-276/757
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=5ft;Cat.
II;Exp C;End.,GC0=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 22-5.8,Exterior(2)22-5-8 to
25-5-8 zone;cantilever right exposed;porch 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 nonconcurrenl 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 116 lb uplift at joint 1,1014 lb uplift at
joint 11 and 450 lb uplift at joint 8.
LOAD CASE(S) Standard
1 f
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. ill•
Design valid for use only with Milektul connectors.TNs design Is based only upon parameters shown.and Is for an Individual building component,not
a truss system.Before use,the bulking designer must vedfy the qvticabItty of design parameters and properly Incorporate this design Into the overall
twYdng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.A lcIltonal temporary and permanent txacing MiTek•
Is always recpuked for stability and to prevent collapse with possible personal Wry and property damage. For general gridcnce regarding the
fabdCatlon,storage.delivery,erectbn and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Inlormalton available from Truss Plate Institute,218 N.tee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
/
T11149830
12861T0A T13 GABLE 1 1
Job Reference(optional)
Building Component Supply,Jacksonville.F132256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries,Inc. Wed May 17 08:59:032017 Page 1
ID:urcmROEH6c2j4VJkUUiYnoy8IUN-Y2o7adVUXnb2HMS UINHHZdTUzAHEW Lx79z3uwBzFfRc
5-6-0 , 11-3-7 18.5.8 22-0-426-5.8 44-11-0
560 598 I 721 t 3612 1 454 18-5-8
5x6= Scale=1:78.9
11 12 13
4x5 i iii 14 4x5
9II 15 81 4x5-�
4x12 = 6 7 8 -'/1 III Imp,
i6 174 118
5 6 ...i., �..�• �!68 19
6.00 12 34 • 4x5 I 20
4x5 ...6
`
S•I j 415 II 21 6x6
r 22
aile.4x5 G .. 23
2 � 66 q 24
11111125
79 p
28
4x5 II 11111 ii .i 27
100000•0000K,,..
71
45
48 47 46 a X43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 4x6
5s6 II 7x10= 3x4 J 6x6= 4x5= 4x5= 7x6 I I
3x5 1 6x6=
1 5-6-0 I 11-3-7 { 18.5.8 i 22-0-4 I 26.5.8 43.11.8 11.0
5-6-0 6-9-8 7.2-1 3-6-12 4.5.4 17-6-0 OV-11-8
Plate Offsets(X,Y)-- [1:0-0-3,0-5-01,11:0-0.1,0-0-31,[3:0-4-0.0-1-121,[4:0-1-15,0-1-01,117:0-2-0,0-0-8),[28:0-0-8,Edgel,[28:0-2-8,0-1-31,138:0-3-0,0-1-81,[47:0-4-12,Edgel
LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.53 36-37 >517 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1,13 36-37 >243 180
1 BCLL0,0 ' ' Rep Stress lncr YES WB 0.97 Horz(TL) 0.15 28 n/a n/a
BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS I Weight:4061b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
3-12,12-22:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.1 'Except* WEBS 1 Row at midpt 18-39
41-47:2x4 SP SS JOINTS 1 Brace at Jt(s):49,51,53,55,57,58,60,64,65,69,70
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
WEDGE Installation guide.
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1510/0-5-8 (min.0-1-12),28=1528/0-3-8 (min.0-1-13),45=498/0-5-8 (min.0-1-8)
Max Horz 1=255(LC 11)
Max Uplift 1=-430(LC 12),28=-421(LC 12),45=63(LC 12)
Max Gray 1=1510(LC 1),28=1528(LC 1),45=589(LC 21)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-79=-2683/857,2-79=-2596/868,2-3=-2392/834,3-4=-2128/815,4-5=-1723/677,
5-6=-1706/692,6.7-1698/712,7-8=-1679/738,8-9=-1526/717,9-80=-1174/569,
10-80=-1141/575,10-11=-836/456,11-12=-862/496,12.13=-839/486,13-14=-810/445,
14-81=-1205/596,15-81=-1237/590,15-16=-1541/707,16-17=-1673/723,17-18=-2186/905,
18-19=-2037/812,19-20=-2054/786,20-21=-2270/862,21-22=-2341/866,
22-23=-2363/841,23-24=-2385/824,24-25=-2403/799,25-26=-2428/778,26-27=-2449/752,
27-28=-2467/723
BOT CHORD 1-48=-688/2322,47-48=-688/2322,46-47=-488/1911,45.46=-488/1911,44-45=-488/1911,
43-44=-373/1625,42.43=-373/1625,41-42=-373/1625,40.41=-362/1598,39-40=-362/1598,
38.39=-460/1845,37-38=-475/1883,36-37=-475/1883,35-36=-592/2126,
34-35=-592/2126,33-34=-592/2127,32-33=-592/2127,31-32=-592/2127,30-31=-592/2127,
29-30=-592/2127,28-29=-592/2127
WEBS 4-61=-793/240,60-61=-789/247,59-60=-812/260,59-71=-845/283,58-71=-857/200,
58-66=-821/181,56-66=-789/340,53-56=-800/302,50-53=-760/334,44-50=-806/336,
3-47=0/349,12-49=-252/447,10-55=-278/682,8-58=-60/326,14-64=-350/875,
17-39=-392/1024,18-38=-408/1049,20-36.182/419,52-55=-741/325,49-52=-741/325,
49-62=-741/325,62-64=-741/325,21-35.256/561,2.47=-332/154,47-71=-98/364,
15-64-1448/613,18-39=-2000/814,21-36=-1017/494,9-55=-999/446
4, NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=5ft;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 22-5-8,Exterior(2)22-5-8 to
25-5-8 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.
a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*15•7473 rev.10/0:/2015 BEFORE USE. milt
Design vdki for use only wllh Mltek4u connectors.Ids design Is based only upon parameters shown,and Is for an Individual holding component,not
a truss system.Before me,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual teas web and/or chord members only.Adrnttonal temporary and permanent tracing MiTek'
Is always required for stablitty and to prevent collapse with possWe personal Injury and property damage. For general guidance regardng the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPl I Quality Criteria,DSII-89 and SCSI Building Component 6904 Parke East Bind.
Safety Information available from truss Plate Institute.216 N.Lee Street.SuAte 312.Alexandria.VA 22314. Tampa.FL 33610
•
Job Truss ITruss Type Qty Ply
•
111149830
72867T0A
713 ;GABLE 1 1
Job Reference(optional)
Building Component Supply.Jacksonville.Fl 32256 Run:6.110 6 Mar 31 2017 Print:8.110 s Mar 31 2017 Mick Industries.Inc.Wed May 17 08:59:03 2017 Page 2
ID:urcmROEH6c2j4VJkUUiYnoy8iUN-Y2o7adVUXnb2HMSUI NHHZdTUzAHEW Lx79z3uw8zFfRc
NOTES-
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any
other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 430 lb uplift at joint 1,421 lb uplift at joint 28 and 63 lb uplift at joint 45.
LOAD CASE(S) Standard
0 WARNING-Verify dafgn paramsrsrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8111-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Mileiat connectors.This design Is based only upon parameters shown.and Is for on individual building component,not
o truss system.Before use,the building designer must verify tlx:applicability of design parameters and properly Incorporate this design Into the overall
balding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addhonal temporary and permanent bracing MiTek'
Is always required for stabllty and to prevent collapse wain possible personal Injury and properly damage. For general guidance regaling the
fabrication,storage,delNery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-09 and BCSI Bullring Component ; 6904 Parka East Bled.
Safety Inormallon available horn Truss Plate Institute.218 N.Lee Street.Suite 312,AlexandrIa.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
111149831
12861T0A 1714 Common 1 1
Job Reference(optional)
Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries.Inc. Wed May 17 08:59:04 2017 Page 1
ID:urcmROEH6c2j4VJkUUIYnoy8i UN-1 FMVnzW 614jvvW 1 hs5pW 6r0n7ajsF?ZHOdoRSazFtRb
5-6-15 11-1-8 16-8-1 22-3-0
I 5-6-15 I - — 5-6-9 1 5-6-9 i 56-15 I
6x6= Scale=1:38.9
3
6.00112t5 16
2x4 \\ 2x4//
2 4
14 17
i 5
n
7 18 19 6
3x8 11 6x6 455 3x8 II
7-5-2 14-9-14 22-3-0
I— 7-5-2 I 7-4-13 I 7-5-2 —�
Plate Offsets(X,Y)-- 11:0.0-1,0.0.31,11:0-0-3.0-5-01.11:0-3-8,Edge1,15:0.0-1,0-0-31,15:0-0-3.0-5-01,15:0-3-8,Edgei
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.13 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.27 6-7 >981 180
BCLL 0.0 ' Rep Stress!nor YES WB 0.18 Horz(TL) 0.05 5 n/a iVa
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:102 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. •
REACTIONS. (lb/size) 1=890/0-5-8 (min.0-1-8),5=890/0-5-8 (min.0-1.8)
Max Horz 1=-131(LC 10)
Max Uplift 1=-234(LC 12),5=-234(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-14=-1463/483,2-14=-1345/495,2-15=-1302/485,3-15=-1223/498,3-16=-1223/498,
4-16=-1302/485,4-17=-1345/495,5-17=-1463/483
BOT CHORD 1-7=-355/1259,7-18=-165/851,18-19=-165/851,6-19=-165/851,5-6=-355/1250
WEBS 3-6=-136/509,4-6=-309/224,3-7=-136/509,2-7=-309/224
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451h L=24th 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 11-1-8,Exterior(2)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)This truss has been designed for a 10.0 psi 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 234 lb uplift at joint 1 and 234 lb uplift at
joint 5.
LOAD CASE(S) Standard
� 1
la
0 WARNING-Verify design paramNars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE.
Design valid for use only with MITekr)connectors.This design is based only upon''ammeters shown.and Is for an IndMdual building component.ent,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Addttond temporary and permanent bracing MiTek
Is always required for stabitly and to prevent collapse with possible personal Bray and properly damage. For general guidance regarding the
fctrk:atlon.storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPIt Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available born Truss Plate Institute.218 N.Lee Street.Suite 312.AlexQxkbi VA 22314. Tampa,FL 33610
-- i
Job truss truss Type Oty ,Ply
111149832
72867T0A T15 Common Supported Gable 1 1
Job Reference(optional)
Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Mar 31 2017 MiTek Industries.Inc. Wed May 17 08:59:05 2017 Page 1
ID:urcmROEH6c2j4VJkUUiYnoy8iUN-V Rwt?JXk3OrmW gctOoKIe2Z0_BP_UpQdHY?_OzFf Ra
I
1-9-7 1-1y-1 11-1-8 20-3-15 20rr -9 22-3-0
1.9.7 0.19 9-2-7 9-2-7 0'19 1-9-7
3x6= Scale=1:38.4
9
8 10
6.00 •12 327 l 1133
6 r 1.i 12
5 r i e 13
4 r 14
3 r 1 r 15
2 , i 16
� 17
' � E- 1 • G El- I 0I.aVr 8 �
--------- ----------- --- ------------- -------- --. . - •••••. ----- ---
3x4 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4
6x6=
22-3-0
22-3-0
Plate Offsets(X,Y)-- 19:0-3.0,Ed0e)
LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (lac) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 17 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:125 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
i be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 22-3-0.
(Ib)- Max Horz 1=-130(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)26,27,28,29,30,31,23,22,21,20,19,18
Max Gray All reactions 250 lb or less at joint(s)1,17,25,26,27,28,29,30,31,24,23,22,21,20,19,18
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th B=45th L=24ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 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 ANSUTPI 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,with BCDL=10.0psf.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26,27,28,29,30,
31,23,22,21,20,19,18.
LOAD CASE(S) Standard
1 l _
A WARNING-Verify&Wan parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10932016 BEFORE USE.
Design valid for use only with Weld/connectors.this design Is based only upon parameters shown.axil is for an IndlNdual building component.not
a truss system.Before use,the twldkng designer must verify the applicability of design parameters and properly incorporate this design Into the overall
bulli ng design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.AddtIo nal temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,056-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.tee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
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