1734 MARITIME OAK DR - TRUSS .... .....
Nit Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
OFFICE COPY
MiTek''
RE: J160626 - Sones Residence MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Riverside Homes Project Name: Sones Residence Model:
Lot/Block: Subdivision:
Address:• Maritime Oak Drive
City: Atlantic Beach State: FL
Name Address and License #of Structural Engineer of Record, If there is one, for the building.
Name: Hulsberg Engineering, Inc. License#: 33152
Address: 11481 Old St. Augustine Rd. #202
City: Jacksonville State: Florida
General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: 55.0 psf
This package includes 56 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 ancitpis ingex,sheet I
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rut4 H E W
No. ISeal# 1Truss Name Date No. Seal# !Truss Name Date o o L y cc o a �,,�
1 710017658 F01 12/8/16 18 710017675 1 Al2 12/8/16 ,- d ; e N'`
12 7100176591 F02 _
112/8/16 19 11100176761A13 12/8/16 I "c-r; °' o c ��""' c�i
j 12/8/16 20 1110017677 601 12/8/16 ' e- = = a a Z
3 7100176601 F03co 2-15 g,1. it g 2 W u-
14 T10017661 1 F04 1 12/8/16 21 1710017678 1E302 12/8/16 6 8 ,, d ,2 W c o
15 T10017662 F05 1 12/8/16 22 1710017679 B03 12/8/16 y a `& N
16 T10017663' F06 1 12/8/16 23 1710017680;1304 12/8/16 w =a 2 o 0 0 N
T10017664 A01 -1 12/8/16 _1_24 1T10017681 1 B05 12/8/16 o E Z CV
18 T10017665 A02 1 12/8/16 25 1T10017682 1E306 12/8/16 Z g o z N
9 710017666;A03 1 12/8/16 26 1710017683 607 12/8/16 y ;L W W z"'
110 T100176671 A04 1 12/8/16 27 17100176841 B08 12/8/16 i s o
c:, _ z
111 1 T100176681 A05 1 12/8/16 28 17100176851 B09 12/8/16 a 'gill•" a N 112 710017669 A06 112/8/16 129 11100176861E310 12/8/1.6 ¢ ca = W -
o a >
113 1110017670A07 1 12/8/16 130 1710017687 1611 12/8/16 1 rn c 0 = H/ 9. 6 a m�-•Z
11 1 T10017671 1A08 f-12/8/16 131 (1100176881812 12/8/16___I W o ! a z oo'�
115 1110017672 1 A09 1 12/8/16 32 1110017689 1B13 12/8/16 I , °' _ _ . o 0 m R7-2:
16 T10017673 A10 12/8/16 33 1T10017690 1 B14 1 12/8/16
117 11100176741A11 1 12/8/16 134 1710017691 1E315 1 12/8/16 1
4
The truss drawing(s)referenced above have been prepared by MiTek ,`%•`0°/ i/.."44111••
�,
USA, Inc. under my direct supervision based on the parameters �.�'`Z; SF ••;l'i ';
provided by Manning Building Supplies. •
0 39380
Truss Design Engineer's Name: Albani, Thomas = *
My license renewal date for the state of Florida is February 28,2019.
--o. 'ft
The seal on these truss component designs is a certification % '. S •TE OF .'14/IMPORTANT NOTE: p g p • <v.
that the engineer named is licensed in the jurisdiction(s)identified and that the •<‘.' —T Q.,: ��
designs comply with ANSI/I-PI 1. These designs are based upon parameters 0, c<` '•4 a, - \O.••���.`
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were '/�SS ..... \ �.,
given to MiTek. Any project specific information included is for MiTek's customers "",,'O N A\-' �s
file reference purpose only,and was not taken into account in the preparation of I l i t u t►l
these designs. MiTek has not independently verified the applicability of the design Thomas A.Alban)PE No.39380
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:
December 8,2016
Albani,Thomas 1 of 2
f
RE: J160626 - Sones Residence
Site Information:
Customer Info: Riverside Homes Project Name: Sones Residence Model:
Lot/Block: Subdivision:
Address: 1728 Maritime Oak Drive
City: Atlantic Beach State: FL
No. Seal# Truss Name Date
35 T10017692 B16 12/8/16
136 T10017693 B17 12/8/16
137 1 T100176941 B18 1 12/8/16
38 17100176951 1319 1 12/8/16
39 T10017696 1B20 1 12/8/16
40 T10017697 J01 12/8/16
41 T10017698 J02 112/8/16
42 1110017699 J03 12/8/16
143 (T10017700 J04 12/8/16_]
44 1110017701 J05 12/8/16
45 I T10017702 J05A 12/8/16
46 1110017703 J06 12/8/16
47 1110017704 J06A 12/8/16
48 1T10017705 J07 1 12/8/16
49 T10017706 JO8 1 12/8/16
50 T10017707 J09 12/8/16
51 110017708 J10 1 12/8/16
52 T10017709 J11 1 12/8/16
53 T10017710 J12 1 12/8/16
54 110017711 I J13 1 12/8/16
55 110017712 J14 12/8/16
56 1100177131J15 1 12/8/16
2 of 2
I 1
Job Truss Truss Type Oty I Ply Sones Residence 110017658
J160626 F01 Floor 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:26 2016 Page 1
ID:HSROZgpEMaA?gBvwK?E KI4yGg?P-sp 14TxZuj6KIsx0XC Ue5kGi5E8FRuueA8kX6g7y608?
0-1-8
-8
HI'-��' 0-81 0-11-12 Qii-4 0`10.1 0-��e=1:52.2
4x7= 4x7 II
3x8 MT2OHS FP=
1.5x4= 1.5x4 'I -= 1.5x4=
7x10 MT2OHS
3x6 I: 3x6 II 3x6 II 1.5x4 II 4x7= 1.5x4 I 10x14= 6x6 II 4x7 II 3x6
1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19
31
IdkAIL:41(411*(1&/ \1 V14 , -V • \\\
.: ::�:;.;:•:❖ _••••••• :014:•••••.•. la ._
41•••"•••40••• =•: ♦:�:' •39 ••37 36 "•• 3534 •• :•••33.••••••�.32 31 30 29 28 27 26 25 24 23 22 21 20
1.5x4 I 3x6 FP- 4x4- 3x4= 4x4= 5x5= 5x8= 2x4 I 5x5=
6x12M18SHS= 1.5x4 II
1.5x4 H 10x12 M18SHS=-
24-4-12 244.12
1-6-0 1 4.0.0 6-6.0 } 11-2-12 { 13-8-12 115-1-4 I 19-1-0 22.10.12 124.3.4„25-7-121 29-3-8 130-9-8 I
1-6-0 2.6.0 2.6.0 4-8-12 2-6-0 1-4-8 3-11-12 3.942 14.8 " 1-3-0 3-7-12 1-6-0
0-1-8
Plate Offsets(X,Y)-- [1:0-1-8,0.0-8),[13:0-4-8,Edge),(15:0-3.0,Edge),[17:0-3-0,Edge],[18:0-3.0,Edge],[19:0-1-8,0-0-8),[23:0-1-8,Edge],[28:0-1-8,Edge),[30:0-1.8,Edge),
[31:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 ] CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.05 26-27 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.55 20 >141 120 MT2OHS 187/143
BCLL 0.0 Rep Stress Inc- NO WB 0.94 I Horz(TL) -0.04 25 n/a n/a M18SHS 244/190
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:2071b FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP DSS(f bat)`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
13-19:2x4 SP 2400F 2.0E(flat) except end verticals.
BOT CHORD 2x4 SP DSS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 SP No.2(flat) 10-0-0 oc bracing:40-41,39-40,38-39,20-21
5-5-5 oc bracing:25-26
5.5-7 oc bracing:24-25.
REACTIONS. All bearings 15.2.12 except(jt=length)29=0-3.8,25=0-3-8.
(ib)- Max Uplift All uplift 100 lb or less at joint(s)except 33=-117(LC 5)
Max Gray All reactions 250 lb or less at joint(s)except 41=324(LC 16),32=1793(LC
17),29=1731(LC 16),25=5248(LC 5),40=727(LC 16),33=833(LC 18),
39=1328(LC 16),34=1187(LC 16),38=684(LC 16),36=532(LC 16),37=756(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-41=-320/0,7-8=0/377,8-9=0/998,9-10=-371/1378,10-11=-371/1378,
11-12=-371/1378,12-14=-174/3349,14-15=-174/3321,15-16=0/4779,16-17=0/3821,
17-18=0/1420,18-19=0/623
BOT CHORD 39-40=0/337,38-39=0/342,34-36=-64/318,33-34=-472/343,32-33=-1471/0,
31-32=-1471/0,30-31.1378/371,29-30=-2037/0,28-29=-2037/0,27-28=-3321/174,
26-27=-3321/174,25-26=-6083/0,24-25=-6083/0,23-24=-1420/0,22-23=-1420/0,
21-22=-1420/0
WEBS 9-32=-1698/0,12-29=-1689/0,16-25=-5036/0,9-33=-266/808,2-40=-734/0,
8-33=-1249/0,2-39=-856/0,8-34=-767/313,3-39=-856/0,7.34=-874/0,3-38=-702/0,
7-36=-458/21,5-37=-753/0,12-30=0/1030,9-31=-167/718,10-31=-532/35,
11-30=-632/0,16-26=0/2533,12-28=-2106/650,15-26=-2762/0,14-28=-465/1167,
15-27=-49/468,19-21=-904/0,16-24=0/3324,18-21=0/1205,17-24=-3639/0,
17-23=0/623,18-22=-585/0
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 3x3 MT20 unless otherwise indicated.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 33.
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.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.16832015 BEFORE USE. ,
Design valid for use only with Mitek':connectors.Tis design Is based only upon parameters shown.and Is kr an individual building component,riot
a truss system.Before use.the building designer must verify the applicability of design parm
a eters aryl properly Incorporate this design into the overall
building design. tracing Indicated Is to prevent buckling at individual truss web and/or chord merntx;rs only. Additional temporary and permanent tracing MiTek*
is always required for stability and to prevent collapse with possible personal Injury and property darncgtrr. far general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI l Quality Criteria.DS8-89 and BCSI Building Component Tampa.FL 33610
Safety Inlormailon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314.
a i
Qty Ply l Sones Residence
Job Truss Truss Type T10017658
J160626 F01 Floor 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:26 2016 Page 2
ID:HSROZgpEMaA?gBvwK?E KI4yGg?P-sp 14TxZuj6KIsx0XCUe5kGi5E8FRuueA8kX6g7yB08?
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:20-41=-10,1-19=-435(F=-196)
1
0 WARNMG-Verily design paranuRa rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 ray.1003/2015 BEFORE USE. id•
•
Design valid for use only with Malek®connectors.This design Is based only upon parameters shown,and Is tar an Indlvkdual Wilding component,not
a truss system.Before use.the bullring designer must verify the applicability of design parameters and properly incorporate this design Into the overall
[wilding design. Bracing indicated Is to prevent budding of IndiAdual 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 Injury and properly danage.For general guicimce waning tlx:
fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Cdteda,D3B-$9 and BCSI Building Component 6904 Parke East Blvd.
Safety information available from truss Plate instflute.218 N.tee Street.&Ale 312,Alexandria.VA 22311. Tampa.FL 33610
4 c
Job Truss Truss Type 'Qty i Pty Sones Residence
T10017659
J160626 F02 Floor I8 1
I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:28 2016 Page 1
ID:HSRQZgpEMaA?gBvwK?EKI4yGg?P-PC9qudb9Fka06FAwKvgaghoYgywRMiBTc20Ck?y607z
0-1-8 0-1-81'-- 1-3-8 Scale=1:53.1
3x6 FP=
3x6 I,
1.5x4=
1.5x4= 3x6 FP- 6x8 II
6x8 I 4x7 II 3x6 II 3x8 I i 3x6 I 3x6 I I 3x6 II 4x7 I
1 2 3 4 5 6 7 8 910 11 12 13 14 15 16
, 4 - \I I 1 rii an ii gni drilru r � 61?
ii ..
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
8x8_84= 8x8_ 8x8_ 3x10 I I 8x8= 8x8= 8x8=8x8
3x8 MT20HS FP= 3x8 MT2OHS FP=
3x8 MT2OHS FP=
1-6-0 4-0-06-6-0 9-0-0 11-6-0 16-9-8 19-3-8 I 21-9-8 I 24-3-8 _F 26-9-8 I 29-3-8 130.9-8-I
1-6-0 ` 2-6-0 I 2-6-0 2-6-0 I 2-6.0 + 5-3.8 - 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 1.6.0
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[1:0-1-8,0-1-8),[16:0-3-0,Edge],[16:0-1-8,0-1-8),(17:Edge,0-4-8),[18:0-4-0,Edge],[19:0-4-0,Edge),[20:0-4-0,Edge),[21:0-3-0,Edge),
[23:0-3-0,Edge],[25:0-3-0,Edge],[26:0-4-8,0-0.0],(27:0-1-8,Edge],[28:0-3-0,Edge],(30:0-3-0,Edge),[31:0-4-0,Edge),[32:0-4-0,Edge),(33:0-4-0,Edge),
[34:Edge,0-4-8] - -
I
LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.65 26 >564 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.61 ' Vert(TL) -1.02 26 >361 360 MT2OHS 187/143
BCLL 0.0 Rep Stress lncr YES WB 0.61 I Horz(TL) 0.09 17 n/a ri/a I
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH I I Weight:293 lb FT=20%F,11°oE
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 P(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins,
BOT CHORD 2x4 SP No.t D(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 34=1680/0-4-12,17=1680/0-4-12
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.34=-1638/0,16.17=-1638/0,1.2=-1564/0,2-3=-4124/0,3-4=-6146/0,4-5=-7683/0,
5-6=-8700/0,6-7=-9319/0,7-8=-9319/0,8.11=-9221/0,11-12=-8716/0,12-13=-7680/0,
13-14=-6147/0,14-15=-4124/0,15-16=-1564/0
BOT CHORD 32-33=0/2972,31-32=0/5245,30-31=0/7031,28-30=0/8309,27.28=0/9102,26-27=0/9319,
25-26=0/9319,23-25=0/9092,21-23=0/8310,20-21=0/7030,19-20=0/5245,
18-19=0/2972
WEBS 16-18=0/2178,1-33=0/2178,15-18=-2077/0,2-33=-2077/0,15-19=0/1699,2-32=0/1699,
14-19=-1653/0,3-32=-1653/0,14-20=0/1329,3-31=0/1328,13-20=-1302/0,
4-31=-1304/0,13-21=0/957,4-30=0/962,12-21=-929/0,5-30=-922/0,12-23=0/598,
5-28=0/626,11-23=-555/0,6-28=-736/0,11-25=-159/490,6-27=-266/757,
8-25=-664/414,8-26=-429/313
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 6x6 MT20 unless otherwise indicated.
4)Lumber designated with a"P"is pressure-treated with preservatives.Plate lateral resistance values have been reduced 20%where
used in this lumber.Plates should be protected from corrosion per the recommendation of the treatment company.Borate or other
suitable treatment may be used it it does not corrode the plates.If ACQ,CBA,or CA-B treated lumber is used,improved corrosion
protection is required,and G185 galvanized plates may be used with this design.Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
5)Required 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.
mgQ WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE.
Design valid for use only with Ml kik:,connectors.Buis design is based only upon parameters shown.a d Is for an hdlvkkal bolding component.not
a truss system.Before use,the bulking designer must verily the applicaLiliy of design paramotors and r.roperly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Indtvldual truss web and/or chord mounirers only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury aro]property damage. For general gukkatce regarding the ParkEast Blvd.
tcrxk:atk>n-storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPtI Quality Criteria,D5B-89 and SCSI Building Component 690469 P.rk 33610
Safely Information avalleite from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Atexanckta.VA 22314.
s
Job Truss Truss Type l Oty Ply Sones Residence
T10017660'
J160626 F03 Floor 11 1
I Job Reference(optional)
Manning Building Supplies, Jaksonviile,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:30 2016 Page 1
ID:HSROZgpEMaA?gBvwK?E KI4yGg?P-IaGbJJcPnLgkLYJI RKj2v6tgzmX9grSm3MVJouyB07x
0-1-8
'&= - o•µ-8
H' °a r----1 - I Sc31e
=1:52.2
4x4= 4x10
1.5x4= 1.5x4 I; 4x4= 3x6 FP= 1.5x4=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
\///r2wAlLp!j.,1 \v--117-
33 ,..-IF 11117\\VrAllk
i‘17 1r
ot. 34 jr;
,L__ rs
32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16
4x4= 1.5x4 II 3x4= 4x4= 5x5= 4x4= 1.5x4 II 1.5x4 I
3x6 FP=
i 1-6-0 I 4-0-0 a- 6-6-0 i 12-2-8 14-8-8 I 17-2-8 _118-7-0119.11.8 22-5-8 I 26-9-8 I 29-3-8 )30-9.8 i
1.6.0 2-6-0 2-6-0 5-8-8 2-6-0 2-6-0 1-4-8 1.4-8 2-6-0 4-4-0 2-6-0 1-6-0
Plate Offsets(X,Y)-- L1:Edge,0-1-8],133:0-1.8,0-0-121,134:0-1-8,0.0-12]
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.20 28-29 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.30 28-29 >732 360
BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.04 16 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:171 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,
BOT CHORD 2x4 SP No.1D(flat)`Except' except end verticals.
16-26:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.2(flat)
REACTIONS. (lb/size) 32=896/0-4-12,16=486/0-4-12,23=1966/0-2-3
Max Gray 32=921(LC 10),16=581(LC 4),23=1966(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-32=-917/0,15-16=-575/0,1-2=-730/0,2-3=-1778/0,3-4=-2376/0,4-5=-2450/0,
5-6=-2450/0,6-7=-2041/0,7-8=-1171/0,8-10=0/539,10-11=0/872,11-12=-707/448,
12-13=-996/203,13.14=-922/52,14-15=-430/0
BOT CHORD 30-31=0/1371,29-30=0/2174,28-29=0/2524,27-28=0/2450,26-27=0/2450,25-26=0/1696,
24-25=-112/617,23-24.1419/0,22-23=-1419/0,21-22=-642/446,20-21=-203/996,
19-20=-203/996,18-19=-203/996,17-18=0/803
WEBS 10-23=-1937/0,1-31=0/1069,10-24=0/1321,2-31=-1017/0,8-24=-1262/0,2-30=0/647,
8-25=0/927,3-30=-629/0,7-25=-878/0,3-29=0/319,7-26=0/597,6-26=-760/0,
4-28.352/183,6-27=-7/293,15-17=0/627,10-22=0/918,14.17=-593/0,11-22=-854/0,
11-21=0/558,12-21=-656/0,12-20=0/263
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)23.
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.
I
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/0.3/2015 BEFORE USE. -
Design valid for use only with Wein&conneckos.this design is based only urx>n parameters shown.and Is for an indlvkital building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
br ldng design. Bracing indk:ated Is to prevent buckling of 1ndhAdu ci truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
• is always requked for stabitty and to prevent collapse with possible personal injury and property damage. for general guidance regarding the e Blvd.fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/lPII Quality Criteria,DSB-89 and SCSI BuShcng Component Tampa.5904 4 Parke
FEast33610
Safely Intormatlon available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314.
R
'Job Truss Truss Type Qty I Ply Sones Residence
110017661
J160626 F04 Floor 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:32 2016 Page 1
ID:HSROZgpEMaA?gSvwK?EKI4yGg?P-hzOLk efly4SasThZ11W_XyAzZE611v3Xg_OtmyB07v
0-1-8
1-8-810-4 1.5.12 . 0.1-8
Hl-0_i I 4 -~ Scale=1:52.2
4x4= 4x10=1.5x4 'I
1.5x4= 1.5x4 I 4x4= 3x6 FP= 3x8= 1.5x4=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
. /..\./..\z,..\lit
4 .\/.'\ / \ 7 \I '\/I\7 \/co, 37 I;
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
4x4= 1.5x4 I!3x4= 4x4= 5x5= 1.5x4 1 3x4 -==1.5x4 1 1.5x4 II
3x6 FP=
1-6-0 4.0.0 6-6-0 12-2-8 14-8-8 17-2-8 8-7-0l 22-3-12 23-8-4 25-0-12 29-3-8 30-9-8
1lI # lI l ( l i
-6-0 2-6-0 2-6-0 5-8-8 2-6-0 2-6-0 1-4-8 . 1.4-8 1-4-8 4-2-12
1-6-0
Plate Offsets(X,Y)-- (1:Edge,0-1-8),[36:0-1-8,0-0-12),(37:0-1-8,0-0.12) -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.19 31-32 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.30 31-32 >734 360
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 26 n/a n/a
BCDL 5.0 1 Code FBC2014/TPI2007 Matrix-SH 1 Weight_176 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,
BOT CHORD 2x4 SP No.1 D(tlat)*Except* except end verticals.
17-29:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2(flat)
REACTIONS. All bearings 7-2-12 except ijt=length)35=0-4-12,26=0-3-8.
(Ib)- Max Uplift All uplift 100 lb or less at joint(s)17 except 21=-208(LC 3),20=-195(LC 3)
Max Gray All reactions 250 lb or less at joint(s)17,18,21,20 except 35=908(LC 10),26=1508(LC 9),22=869(LC
10),19=321(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-35=-904/0,1-2=-719/0,2-3=-1745/0,3-4=-2323/0,4-5=-2366/0,5-6=-2366/0,
6-7=-1938/0,7-8=-1048/0,8-9=0/374,9-11=0/1006,11-12=0/1006,12-13=0/879,
13-14=0/446
BOT CHORD 33-34=0/1348,32-33=0/2131,31-32=0/2458,30-31=0/2366,29-30=0/2366,28-29=0/1581,
27-28=0/486,26.27=-1259/0,25-26=-1259/0,24-25=-1006/0,23-24=-1006/0,
22-23=-906/0,21-22=-906/0
WEBS 9-26=-1526/0,13-22=-862/0,1-34=0/1052,9-27=0/1332,2-34=-1000/0,8-27=-1255/0,
2-33=0/630,8-28=0/902,3-33=-613/0,7-28=-856/0,3-32=0/304,7-29=0/576,
6-29=-717/0,4-31=-309/209,6-30=-21/272,9-25=0/468,13-21=0/691,14-21=-448/0,
15-19=-307/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=lb)
21=208,20=195.
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.
1 f
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERANCE PAGE MA-7073 rev.10932016 BEFORE USE. mit
Design valid for use only wllb MITekw connectors.This design is based only upon parameters shown.and Is for an hdMckrd building component.not
a truss system.Before use,the buNding designer must verify the appllcabllty 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 stability and to prevent collapse with possible personal hfrry and property darna{te>. Fon general guidance regarding the 6904 Parke East Blvd.
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and(SCSI Building Component
Safely Information available from Truss Pate Ins-Mute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
v 1
Job Truss I Truss Type I Cry I Ply Sones Residence
T10017662
J160626 F05 Floor 5 1
; Job Reference(optional)__
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:33 2016 Page 1
ID:HSRQZgpEMaA?gBvwK?EKI4yGg?P-99yjxKfH3GCJCO2t6SGIWIVNOzaK1 B9CIKkzPDyB07u
0-1-8
1-3-0 l 1-8-12
H — Scale=1:31.1
4x4=
1.5x4= 3x4= 1.5x4 II 3x4= 4x7=-
1
1 2 3 4 5 6 7 8 9
- u • /441ryIr
IC e11\4
20 _n,*\ yor
/_
18 17 16 15 14 13 12 11
5x5= 3x4= 1.5x4 I I 3x4= 5x5=
1-6-0 4-0-0 6-6-0 12-2-12 14-8-12 17-2-12 18-8-12
I
1-6-0 j 2 6-0 i 2-6-0 I 5.8.12 I 2-6-0 l 2-6-0 I 1-6-0 l
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[9:0-3-0,Edgel,120:0-1-8,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.20 13-14 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.30 13-14 >738 360 i
BCLL 0.0 Rep Stress Incr YES 1 WB 0.34 Horz(TL) 0.05 10 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 f Matrix-SH _ Weight:104 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1D(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS. (lb/size) 19=1010/0-4-12,10=1016/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-19=-1004/0,9-10=-1011/0,1-2=-808/0,2-3=-2005/0,3-4=-2728/0,4-5=-3015/0,
5-6=-3015/0,6.7=-2734/0,7-8=-2004/0,8-9=-807/0
BOT CHORD 17-18=0/1523,16-17=0/2462,15-16=0/3015,14-15=0/3015,13.14=0/2967,12.13=0/2468,
11-12=0/1524
WEBS 9-11=0/1213,1-18=0/1184,8-11=-1137/0,2-18=-1136/0,8-12=0/763,2-17=0/765,
7.12=-736/0,3-17=-726/0,7-13=0/422,3-16=0/487,6-13=-374/0,4-16=-619/0,
6-14=-206/409
NOTES-
1)Unbalanced floor live loads have been considered for this design.
• 2)All plates are 3x3 MT20 unless otherwise indicated.
• 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131 X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
•
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.1F7473 rw.1010372015 BEFORE USE.
mg
Design valid for use only with MlTek r)connectors.this design is based only upon pxaameters shown,and Is for an Individual building component,not
a truss system.Before use.the balking designer must verity the applicability of design parameters and properly Incorporate This design Into the overall
budding design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additbnol temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regadhg the East Blvd.
fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/lPl1 Cualty Work:,DS&89 and SCSI Buildingne6904 ding Compo
nt
Sat*Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexan drka.VA 22314. Tampa.P.ParkeFL E3610
_i
4
Job Truss Truss Type Qty 1Ply ;Sones Residence
T10017663
J160626 F06 Floor Supported Gable 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:34 2016 Page 1
ID:HSRQZgpEMaA?gevwK?EKI4yGg?P-dMW 58gfygaKAgAd4gAn_3y2gkN6Emj_MTXxfy807t
0-1 814 8
Scale=1:31.2
1 2 3 4 S 6 7 8 9 10 11 12 13 14 15
♦ P P A- nr- nt_rw
_ _ _ t :� 3210
1
LONOMINNIMP
30 29 28 27 26 25 24 23 22 21 20 19 18 17 16
3x3
3x3=
18-8-12
V18-8-12
Plate Offsets(X,Y)-- [1:Edge,0.0-121,[31:0-1-8,0-0-12],[32:0.1-8,0-0-12]
I
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 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 0.02 Horz(TL) 0.00 16 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SHI _ 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,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 18-8-12.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)30,16,29,28,27,26,25,24,23,22,21,20,19,18,17
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x4 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) 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.
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10032015 BEFORE USE. IIII
Design valid for use only with kitileirb connectors.This design is based only upon parameters shown,and Is for an individual bolding component.not
a truss system.Before use,the bulking designer must vexlry the applicability of design parameters and property incorporate this design Into the overall
btildng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brach-kJ MiTek*
Is always requked for stability and to prevent collapse with rx,ssibie personal Wry and property damage. For general guWcrae regarding the East BNd.
fabrication,rication,storage,delivery,erectiontruss6904 and tracing of trusses and
systems,seeANSI/lPll Quality Criteria,DSB-89 and BCSI Building Component Tampa,04 Parke 33610
Safety Information available ROM Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314.
B.
r
Job ITruss Truss Type Oty Ply Sones Residence 110017664
J160626 1A01 HALF HIP GIRDER 1 1
I I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:41 2016 Page 1
ID:HSROZgpEMaA?gBvwK?EK14yGg?P-h9p30Y0gJHfhz04u3XKYOnLRp?uTrfOZoEBDaDyB08i
3-7.12 { 7-0-0 { 11-11-4 16-10-8 {
F 3-7-12 3-4-4
4-11-4 4-11-4
Scale=1:30.3
Special NAILED
4x7= 3x8=
1.5x4 I I
NAILED NAILED NAILED NAILED
3 13 14 4 15 16 17 5
5.00 12 0 ' I m i i lfl
3x4
2
00
1Er _' nn nn h—�
•I �Se
nn n�
9 18 8 19 20 7 21 22
2x4 I I 3x4 NAILED NAILED 4x10= NAILED NAILED 6
3x8 11
5x5= Special
3x8 I I NAILED
Special
3-7-12 7-0-0E 11-11.4 { 16-10-8 __
t 3-7-12 3-4-4 4-11-4 4-11-4
Plate Offsets(X,Y)-- [1:0-3-2,0-4-15],[1:0-0-0,0-2-5],[3:0-5-4,0-2-4]
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.06 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.13 7-8 >999 180
BCLL 0.0 • Rep Stress lncr NO WB 0.43 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MSH Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing.
WEDGE
Left:2x4 SP No.2
REACTIONS. (lb/size) 6=1536/Mechanical,1=1166/0-5-8
Max Horz 1=158(LC 24)
Max Uplift 6=-636(LC 5),1=-445(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2101/820,2-3=-2140/864,3-4=-1602/679,4-5=-1602/679,5-6=-1380/658
BOT CHORD 1-9=-787/1896,8-9=-787/1896,7.8=-838/1982
WEBS 2-8=-263/279,3-8=-103/672,3-7=-456/231,4-7=-607/449,5-7=-782/1898
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45ft;L=24th eave=4lt;Cat.
II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=636,1=445.
8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)282 lb down and 347 lb up at
7-0-0 on top chord,and 168 lb down and 67 lb up at 6-9-14,and 270 lb down and 91 lb up at 7-2-2 on bottom chord. The
desigrVselection of such connection device(s)is the responsibility of others.
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-5=-54,6-10=-20
0 WARNING-Verity design pawn eters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/732015 BEFORE USE.
Design valid for use only with Mllek4)connectors.Ns design Is based only upon rxxaneters shown,and Is for an kndivkival Lxilding component,riot
a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent Welding of Indlvldtal truss web and/or chord members only.Addition al temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and properly<fanage. nor general guidance regarding the East BNd.
Parke
fabrication storage.delivery,erection and bracing of trusses and truss systems.set-ANSI/1PI I Quality Criteria,DS8-89 and SCSI Building Component 690469 P.FEst 0
Safety Information available from truss Plate institute,218 N.Lee Street.Stile 312.Nexandrla VA 22314.
' '
Job Truss Truss Type ,Qty Ply Sones Residence
T10017664,
J160626 A01 HALF HIP GIRDER 1 1
iJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:41 2016 Page 2
ID:HSROZgpEMaA?gBvwK?EKI4yGg?P•h9p30Y0gJ Hfhz04u3XKYQnLRp?uTrfOZoEBDaDyB08i
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:3=-210(F)6=-62(F)8=-262(F)5=-130(F)13=-105(F)14=-105(F)16=-105(F)17=-105(F)18=-168(F)19=-53(F)20=-53(F)21=-53(F)22=-53(F)
3
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.USV3201S BEFORE USE.
Design valid for use only with MIlek�connectors.ibis design is based only upon parameters shown.and is for an Indivkkrd building 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
bdlding design. Bracing Indicated is to prevent buckling of Indlvldual truss wets and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for slabNtty and to prevent cotiapse with possible personal injury and property damage. For general guklarco regarding the Ea
fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria.DSB-89 and Blvd.ty informationSCSI Building Component FL Parke Eas10
t t
Safeavdlctrie from truss Plate insIttute.218 N.Lee Street,Suite 312,Alexandda.VA 22314. Tampa.6904
Job Truss Truss Type Qty 'Ply I Sones Residence
T10017665
J160626 A02 HALF HIP 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:42 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?E KI4yGg?P-9LNREu 114bnYaAe4dFsny?uczP9Ya4Fi 1 utn7gyB08h
08
I 9.0.0–. 16-17-10.- ______I4.7.12
4-7-12 I
4-4-4
Scale=1:30.5
5x5= 3x6=
3 9 10 11 4
I 10 I - I
5.0012
5x5
2
8 ,
i
6x8=
a0 0
G
7Ii
6 5
7 3x8= 2x4 I
9-0-016-10-8 -
9-0-0 l 7-10-8
Plate Offsets(X,Y)-- [1:Edge,0-2-01 —
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.15 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.38 6-7 >530 180
BOLL 0.0 ' Rep Stress lncr YES WB 0.52 Horz(TL) 0.02 5 n/a r1/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:90 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing.
REACTIONS. (lb/size) 5.614/Mechanical,7=614/0-5-8
Max Horz 7=207(LC 9)
Max Uplift 5=-293(LC 9),7=-216(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-343/141,2-3=-758/367,3-4=-659/369,4-5=-550/355
BOT CHORD 6-7=-642/838
WEBS 4-6=-404/707,2-7=-642/337
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.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 9-0-0,Exterior(2)9-0.0
to 13-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
5=293,7=216.
Q WARNMJQ-Verity design poM
emas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE __
Design valid for use only with Mllekc connectors.This design is based only upon parameters shown.and Is for am individual bolding component,not .
a truss system.Before use,the building designer must verify the appllcabllty of design parameters and property 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 Injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety ldomnoton avalable from Truss Plate kutllute.218 N.Lee Street.Sable 312.Alexandria,VA 22314. , Tampa.FL 33610
Job Truss J Truss Type Qty !Ply Sones Residence
i T10017666
J160626 A03 !HALF HIP i1 i 1
I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:42 2016 Page 1
I D:HSROZgpEMaA?g8vwK?EKI4yGg?P-9LNREu114bnYaAe4dFsny?uj IPGSa3zi 1 utn7gyB08h
5-7-12 11-0-0 I 16-10-8 5-7.12 - 5-4-4 5-10.8
4x7= Scale=1:34.3
2x411
3 11 12 13 4
1 '' 13
5.00;12
3x4 i 10
2
m
d
9
K7 6 5
8 �— 4x4= 3x4= 3x4=
5-7-12 11-0-0 I 16-10-8 i
I
5-7-12 1 5.4-4 5-10-8
Plate Offsets(X,Y)-- 3:0-5-4 0-2-41,[8:Edge,0-5-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 5-6 >999 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.60 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH I Weight:97 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing.
REACTIONS. (lb/size) 5=614/Mechanical,8=614/0-5-8
Max Horz 8=248(LC 9)
Max Uplift 5=-275(LC 9),8=-214(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-999/423,2-3=-578/307,1-8=-558/295
BOT CHORD 7-8=-416/409,6-7=-612/874,5-6=-368/487
WEBS 2-6=-444/277,3-6=-82/383,3-5=-627/387,1-7=-197/641
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp C;Encl.,GCp1=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 15-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
5=275,8=214.
wiA WARNING-Verify design prametera and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE M0.7473 rev.10'032015 BEFORE USE -.
Design valid for use only with Mitetvt connectors.This design Is based only upon parameters shown,and Is for air ksdMcAal building 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 stability and to prevent collapse with possbie personal!Nu),and property damage. For general guidance regarding the
labdcatbrr.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl1 Qualty Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312 Alexandrkx,VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty l Ply ' Sones Residence 110017667
J160626 A04 HALF HIP 1 I 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:43 2016 Page 1
I D:HSROZgpEMaA?gBvwK?E KI4yGg?P-dYxpRE2wrvvPCKDGByNOVCQrdpbZJYxrGYdKf6yB08g
6-5-4 12-7-0 _- -- 16-10-8
6-5-4 1 6-1-12 4-3-8
Scale=1:37.7
_
4x7 2x4 II
3 11 4
s.00 rii
10
3x4
2 I
*
9
1
re
Imo_)
G am —
Ni7 6 $
8 6x8— 4x4= 3x4= 3x4=
6.5-41 12.7.0 I 16-10-8 --I
6-5-4 6-1-12 4-3-8
Plate Offsets(X,Y)-- (3:0-5-4,0.2-0],[8:Edge,0-5-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) Met' Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.04 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.10 7-8 >999 180 ,
BCLL 0.0 ` Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 5 n/a n/a 1
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH I Weight:101 lb FT=20°b
LUMBER- L BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing.
REACTIONS. (lb/size) 5=614/Mechanical,8=614/0-5-8
Max Horz 8=281(LC 9)
Max Uplift 5=-258(LC 9),8=-212(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-984/404,2-3=-451/255,1-8=-554/293
BOT CHORD 7-8=-470/469,6-7=-595/854,5-6=-304/384
WEBS 2-6=-564/327,3-6=-115/402,3-5=-600/381,1-7=-145/582
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45th L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-7-0,Exterior(2)
12-7-0 to 16-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)
5=258,8=212.
pa..
A WARNWG-VAN&design pwametars and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE
Design valid for use only with MITelia connectors.This design's based only upon rx>taxneters shown,and Is for an individual bulding component.not
a taus system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this deign inky the overall
b rldng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always recl.*ed for stability and to prevent collapse with posslJle personal injury and properly damage. lot general guidance regarding the
fabrication.storage.delivery,erection and bracing of teases and truss systems.seeAN$l/lPll Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East BNd.
Safety lnformatIon avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
IIMIL
Job Truss Truss Type 'Qty Ply Sones Residence
T10017668
J160626 A05 HALF HIP 11I 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:44 2016 Page 1
I D:HSRQZgpEMaA?g8vwK?E KI4yGg?P-5kUCfa3YcC 1 GgUoTIguF 1 OzzDDuX2wX?UCMtBYyB08f
7-5-4 14-7-0 16-10-8
I 7-5-4 , 7-1-12 I 2-3-8
4x7= Scale=1:40.8
3x4 I
3 4
. 1W .1113
5.00 FIT10
3x4
2
9
1
U r ,
051
IN 7 6 5
S gag-=
4x4= 3x4= 3x5=
I 7.5.4 -- 14-7-0 I 16-10-8
7-5.4 7.1-12 2-3-8
Plate Offsets(X,Y)-- [3:0-5-4,0-2-41,[8:Edge,0-5-4]
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.06 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.17 7-8 >999 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.79 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MSH Weight:108 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing.
REACTIONS. (lb/size) 5=614/Mechanical,8=614/0-5-8
Max Horz 8=322(LC 9)
Max Uplift 5=-233(LC 9),8=-209(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-952/382,2-3=-317/195,1-8=-547/293
BOT CHORD 7-8=-543/555,6-7=-559/817,5-6=-215/270
WEBS 2-7=0/294,2-6=-696/385,3-6=-167/458,3.5=-639/405,1-7=-87/481
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.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 14-7-0,Exterior(2)
14-7-0 to 16-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
5=233,8=209.
a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/0312015 BEFORE USE. mit
Design valid for use only with Milekb connectors.ills design Is based only upon parameters shown,and Is for an Indivicural building component.not
a hue system.Before use,the building designer must verily the applicability of design parameters and properly incorporate tis design Into the overall
txidng 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 stabad y and to prevent collapse wtth possible personal injury and properly damage. For general guidance regarding the
fdrlcatkn,storage.delivery,erection and bracing of Muses and truss systems,seeANSI/1'PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate InstItute,218 N.Lee Street.Suite 312.Alexa dda.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Sones Residence 1
T10017669,
J160626 A06 HIP 1 1
;Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:45 2016 Page 1
I D:HSROZgpEMaA?g8vwK?EKI4yGg?P-Zw2asw3AN W 97ReNIINPUadW 5hdBfnU N8j56Rj?yB08e
16.10-8
16.1-12
8-0-6 15-9-4 15}11,8
I 8.0-6 I 7-8-14 021
A 44= Scale=1:45.4
0-8-12
II
3 4
dliIIIN
5.00 12 10
3x4 1'-
2 2
0
c:', dr-:.
1.1
9
1
_digiiii
a
8 6,8
7 6 5
4x4= 5x5 II
gg�YR�,i&�0-6
8-0-6 15.91 1 241-1
1 — 8-06 I 7414 1 I
0-11.0
Plate Offsets(X,Y)-- (5:Edge,0-3-8),[8:Edge,0-5-4) -
LOADING(psf) SPACING- 2-0-0 CSI. DEF[. in (loc) Vdefl Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.14 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.38 6-7 >518 180
BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 j Code FBC2014/TP12007 Matrix-MSH i Weight 102 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 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing.
OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-6
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 8=614/0-5-8,5=614/Mechanical
Max Horz 8=339(LC 11)
Max Uplift 8=-209(LC 12),5=-232(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-951/381,3-4=-274/231,1-8=-550/298,4-5=-318/201
BOT CHORD 7-8=-545/567,6-7=-542/813
WEBS 2-7=0/354,2-6.845/464,1-7=-74/471,3-6=-111/279
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=4.2psh BCDL=3.Opsf;h=25th B=45ft;L=24ft;eave=oft;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 15-11-8,Exterior(2)
15-11-8 to 16-8-12 zone;cantilever left and right exposed;end vertical 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)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=209,5=232.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ild•
Design valid for use only with!Melds connectors.Ihis design Is based only upon Ixaameters shown,and Is for an Irxilvkiixrt t xilding component,not
a truss system.Before use-the bullring designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
taking design.Bracing Indicated Is to prevent buckling of Indlvidu l truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always requked for stability and to prevent collapse with possible personal Inlay and property damage. for general guidance regarding the
fabrication.storage.delivery,erection and['racing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd.
Salty Informalfon available from Truss Plate Insttute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type )Qty Ply Sones Residence 1
T10017670
J160626 A07 COMMON 8 1
;Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:46 2016 Page 1
ID:HSROZqpEMaA?g8vwK?EKI4yGg?P-17cy4G4o8gH 3oyrs4wj72HL0ZVWxulyWr_GRyB08d
8.1.8 15-11-8 16.-1-0-
i______ &1-8 I 7-10-0 o-1 t-3
4x4- Scale=1:45.5
5x5
3 4
10
5.00 12
3X4 i
2
fit
N
b
9 \,
tfigkIIIIIIIIIIIUMMII
8 8x81
7 6 5
4x4= 3x4 II
3x8
8-1-8 I15-11-8 16-10-$
8.1.8 7-10-0 0.11.0
Plate Ottset jX,Y)-- 16:0.2-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.09 7-8 >999 240 MT20 244/190
TCOL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.23 7-8 >852 180
BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:112 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 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing.
OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-6
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 8=614/0-5-8,5=614/Mechanical
Max Horz 8=340(LC 11)
Max Uplift 8=-209(LC 12),5=-232(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-925/374,2-3=-252/164,1-8=-542/297,4-5=-653/321
BOT CHORD 7-8=-568/604,6-7=-508/787
WEBS 2-7=0/328,2-6=-778/406,3-6=-330/427,1-7=-49/401,4-6=-426/726
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=42pst;BCDL=3.Opst;h=25tt;B=451t;L=241t;eave=41t;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 15-11-8,Exterior(2)
15-11-8 to 16-8-12 zone;cantilever left and right exposed;end vertical 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)Reber to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=209,5=232.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.1693/2015 BEFORE USE. m•
Design valid for use only with MIlekls connectors.this design k based only upon parameters shown,and Is for an Individual bolding component,not
a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly itcorporato his design into the overall
building design. Bracing Indicated is to prevent truckling of Individual truss web arxi/or chord members only.Additbrxgl temporary and permanent bracing Miiek•
Is always required for stability and to prevent collars with possible personal Iycry and property damage. For general guidance regarding the
fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/lPll Quality Criteria,DSB-89 and BCSt Building Component 6904 Parke East Blvd.
Safety Information available from Buss Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tan-pa,FL 33610
Job Truss Truss Type Qty Ply Sones Residence
T10017671
J160626 A08 COMMON 1 1
Job Reference(optional) I
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:48 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-zVkiVy63gRXhJ56E VzBCG8b1gCJ_o1bPgK5KKyBO8b
8.1.8I 15-11-8 I 23-9-8 31-11-0
8-1-8 7-10-0 7-10-0 8-1-8
Scale=1:52.8
4x4=
3
5.00 Fil 12 13
3x4 3x4
2 4
11 1 14
tr.! :1
1
5
ID
a o
10 9 8 7 6
Bre
Job Truss Truss Type Qty 'Ply Sones Residence
T10017672
J160626 A09 HIP 1 1
1 Job Reference(optional) _
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:49 2016 Page 1
1 D:HSROZgpEMaA?gBvw1OEKI4yGg?P-Si15jH6hRIfYwFhQXDUOkTggTEZIjFOkeU4esmyBOBa
7-7-12 15-0-0 116.11.0 I __ 24-3-4 i 31-11-0
7-7-12 I 7-4-4 1-11.0 7-4.4 7-7-12
Scale=1:54.4
4x10=
5x5=
3 4
T ea it.
S.00r12 I
14 15
3x4 3x4
5 uT
s.......''''.
16 rb
13 I 8x8 C
8x8
\. I 6 I
in 00. / v Irl
o
12
11 10 9 8 7
4x4= 5x5= 3x8= 4x4=
7-7-12 15-0-0 16A1-0 , 24-3-4 I 31-11-0 I
7-7-12 1 7.4.4 I 1.11 0 ' 7.44 7-7-12 —
Plate Offsets(X,Y)-- [1:0-3.8,0-2-4],[3:0-6-8,0-2-0],[6:0-3-8,0-2-4],[10:0-2-8,0-3-0] —_—_
LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. In (loc) Vdefi Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 I Vert(LL) -0.12 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 ' Vert(TL) -0.33 10-11 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.07 7 n/a rVa
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH ! Weight:184 lb FT=20%
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing.
1-12,6-7:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-10,5-9
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,61n o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 12=1164/0.5-8,7=1164/0-5-8
Max Horz 12=155(LC 11)
Max Uplift 12=418(LC 12),7=-418(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2151/905,2-3=-1587/760,3-4=-1387/759,4-5=-1582/757,5-6=-2151/905,
1-12=-1090/531,6-7=-1090/531
BOT CHORD 11-12=-197/492,10.11=-790/1921,9-10=-498/1384,8-9=-761/1921,7-8=-236/426
WEBS 2-10=-625/326,3-10=-120/357,4-9=-166/369,5-9=-629/327,1-11=-595/1500,
6-8=-590/1499
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=4.2psf;BCDL=3.Opsl;h=25tt;B=45ft;L=32ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.2-12 to 3-5-1,Interior(1)3-5-1 to 15-0-0,Exterior(2)15-0-0
to 16-11-0,Interior(1)21-5-3 to 31-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
12=418,7=418.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/03/1015 BEFORE USE ill
Design valid for use only with Mi lekl'connectors.This design Is based only upon parameters shown,and Is for an individual/riding component,not
o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
bulking 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 injury and properly damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing 01 trusses and truss systems.seeANSI/TPI1 Quality Criteria.DS8-89 and SCSI Bonding Component 6904 Parke East BNd.
L Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
!Job Truss ITruss Type Qty Ply Sones Residence
T10017673
J160626 A10 HIP 1 1
Job Reference(optional)
Manning Building Supplies, Jaksomrilie,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:50 2016 Page 1
ID:HSRQZqpEMaA?gsvwK?EKI4yGg?P-wusTvd7JB2nPYPGcSw?fHhD2OexrSjett8pCPCyBO8Z
6-7-12I— 13-0-0 I 18.11.0 25-3-4--___—__._____1__________31-11-0 ___�
6-7-12 6-4-4 5-11-0 6-4-4 6-7-12
Scale=1:53.7
4x10=
5x5=
3 15 16 4
S.00 i 12 w
•
3x4 14 17 3x4 C
2 5
,n
13
18 D
1 6
12 11 10 9 8 7
8x8= 4x4= 5x5= 3x8= 4x4= 8x8=
6-7-12__ 13-0-0__-____— 18-11-0 25-3-4 31-11-0
F— —
6-7-12 6-4-4 1--- — 5-11-0 6-4-4 I 6-7-12
Plate Offsets(X,Y) [3:0-6-8,0_2-0j,_[7_Ed_ge,-0-5-121,110:0-2-8,0-3-01,_[12:Edge,0-5-121__._ ._
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.12 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.29 8-9 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.08 7 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins,
SOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing.
REACTIONS. (lb/size) 12=1170/0-5-8,7=1170/0-5-8
Max Horz 12=137(LC 11)
Max Uplift 12=-421(LC 12),7=-421(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.2=-2187/968,2-3=-1751/854,3-4=-1550/847,4-5=-1744/851,5-6=-2187/968,
1-12=-1101/544,6-7=-1102/544
BOT CHORD 11-12=-184/445,10-11=-856/1961,9-10=-618/1548,8-9=-814/1961,7-8=-218/390
WEBS 2-10=-483/267,3-10=-88/386,4-9=-105/388,5-9=-488/269,1-11=-674/1575,
6-8=-671/1576
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L-32ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-1,Interior(1)3-4-1 to 13-0-0,Exterior(2)13-0-0
to 23-5-3,Interior(1)23-5-3 to 31-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.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 100 lb uplift at joint(s)except(it=lb)
12=421,7=421.
t I I
V WARNING-Verity MI
design parameters and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE MI1-7473 rev.1603/2015 BEFORE USE. mii
Design valid for use only with Mitek.connectors.This design Is based only upon parameters shown,and Is for an Individual budding component,not
a truss system.Before use,the building designer must verify the appllcablity of design parameters and properly Incorporate this design Into the overall
b ulcing 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 I nluy and property damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and taus systems.seeANSI/lPI t Quality Criteria.DSB-$9 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Sones Residence
T10017674
J160626 All HIP 1 1 '
;Job Reference(optional) _
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:51 2016 Page 1
I D:HSRQZgpEMaA?gBvwK?EKI4yGg?P-04Pr7z8xyMvGAZgpfeW uqumF71 CGBCf 15r1ZIxeyB08Y
5-7-12 11.0.0 i 15-11-8 _20-11-0 l 26-3-4 _ 31-11-0 I
5-7-12 5-4-4 4-11-8 4-11-8 5-4-4 5-7-12
Scale=1:53.4
4x4= 4x4=
3x4=
3 16 174 18 19 5
5.00 rff 17 (?
3x4% 3x4
15 206
2 N
rt 21 c:
14h
7
1
�i -� ° s♦
g "i .. to
11 22 23
12
13 10 9 8
8x8 4x4= Sx8= 5x8= 4x4= 8x8
5-7-12 11-0-01 20-11-0 I 26-3-4 31-11-0 —i
5-7-12 5-4-4 9-11-0 5-4-4 5-7-12
Plate Offsets( ,Y)-- [8:0-2-12,0-2-41,[10:0-3-8,0-3-01,[11:0.3-8,0-3-0],[13:0-2.12,0.2-4]
LOADING(psf) l SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.24 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.67 10-11 >568 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.38 Horz(TL) 0.09 8 n/a n/a
BCDL 10.0 I Code FBC2014lTPI2007 1 Matrix-MSH I Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing.
REACTIONS. (lb/size) 13=1170/0-5-8,8=1170/0-5-8
Max Horz 13=119(LC 11)
Max Uplift 13=-421(LC 12),8=-421(LC 12)
3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2169/988,2-3=-1895/904,3-4=-1699/887,4-5=-1699/887,5-6=-1895/904,
6-7=-2169/988,1-13=-1102/546,7-8=-1102/547
BOT CHORD 12-13=-157/397,11-12=-883/1951,10-11=-780/1840,9-10=-841/1951,8-9=-184/338
WEBS 2-11=-310/219,3-11=-164/457,4-11=-316/171,4-10=-316/171,5-10=-164/457,
6-10=-310/219,1-12=-729/1620,7-9=-726/1620
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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32ft;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-1,Interior(1)3-4-1 to 11-0-0,Exterior(2)11-0-0
to 25-5-3,Interior(1)25-5-3 to 31-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)
13=421,8=421.
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 10-7473 rev.1ON3l2015 BEFORE USE. la
Design valid for use only with MIlekt)connectors.This design Is based only upon parameters shown.and Is kx an tvtivlduat balding component,not
a truss system.Before use,the building designer must verity the applicalNlty of design pxaameters and properly hcapxrate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of IndMdual 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 Wry and property damage. for general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of musses and truss systems,soeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component
Safely Information avdtable from Truss Plate Instllute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
L------ — -- -- --------- ------ ----
Job Truss Truss Type Qty Ply Sones Residence
T10017675'
J160626 Al2 HIP 1 1 I
Job Reference(optional) 1
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:53 2016 Page 1
I D:HSROZgpEMaA?g8vwK?EKI4yGg?P-KTXbYfABUzA_Ps_Bm3YMvJrW Hru9f07KZ52s?XyB08W
4-7-12 9-0-015-11-8 22-11-0 27-3-4 31.11.0
1 4-7-12 1 4-4-4 1 6-11-8 ----_ 6-11-8 1 4-4-4 i 4-7-12
Scale=1:54.5
4x4= 3x8= 4x4=
3 14 15 4 16 17 5 5.00112
1 5x5 G x5
2 6
18 A 1
13 io
8x8 v 8x8 y
ur 1j•� / �Sta. T'r
1,6
-o-
12 11 10 9 8
3x8= 5x5= 3x8=
9-0-0 15-11-8 22-11-0 31-11-0
9-0-0 6-11-8 i 6-11-8 9-0-0 1
Plate Offsets(X,Y)- [1:Edge 0 4-15],[7 Edge,0-4 15],[10:0-2-8,0-3-0]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.18 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.49 8-9 >778 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) -0.13 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:168 lb FT=20%
-------------------1..--------_---- - ----.-- --- --1--------- _.- -- -- - ---- —
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.
REACTIONS. (lb/size) 8=1170/0-5-8,12=1170/0-5-8
Max Horz 8=-101(LC 10)
Max Uplift 8=-421(LC 12),12=-421(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 5-6=-2016/949,6-7=-439/181,3-4=-1835/926,4-5=-1835/926,1-2=-439/181,
2-3=-2016/949,7-8=-276/173,1-12=-276/173
BOT CHORD 11-12=-868/1882,10-11=-972/2275,9-10=-972/2275,8-9=-909/1882
WEBS 5-9=-153/490,4-9=-615/276,4-11.615/276,3-11.153/490,6-8=-1723/908,
2-12=-1723/908
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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32ft;eave=oft Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-1,Interior(1)3-4-1 to 9-0-0,Exterior(2)9-0-0 to
27-4-4,Interior(1)27-4-4 to 31-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s)except Qt=lb)
8=421,12=421.
1 �
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MI.7473 rev./&113/2015 BEFORE USE NI
Design valid for use only with MI1ek'9 connectors.It%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 the applicabliy of design parameters and properly Yscorporate his design into the overall
briding design. Bracing Indicated Is 10 prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stabtBy and to prevent collapse with possbie personal tyury and properly damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seOANSI/IPI l QuaNty Cr feria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job I Truss Truss Type I Qty Ply Sones Residence
T10017676''
J160626 A13 HIP GIRDER 1 1
j Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:55 2016 Page 1
ID:HSRQZgpEMaA?gBvwK?EKI4yGg?P-GSfMzLBSObQieABauTbq_kwrzfaY7?zcOPXz4QyB08U
3-7-12 7-0-0 11.6-10 _ 15-11-8 20-4-6 24-11-0 28.3-4 I 31.11.0
3-7-12 3-4-4 4-6-10 4-4-14 4.4-14 4-6.10 3.4.4 3-7-12
Scale=1:53.7
Special NAILED NAILED NAILED NAILED
6x10= Special
2x4 I I 3x8= 2x4 I 6x10=
500 fil NAILED NAILED NAILED NAILED
3 23 4 24 25 26 27 5 28 29 30 6 31 32 7
3x4� sw r r r r i t r r r .,:oly 3x4 C
2 8Le u>
t t�
r I i `g I�
1
8 4' il it 0 ri hila- , r °li ri ' .- i 1
16 15 33 14 35 37 13 38 39 12 40 41 11 42 10
8x8= 2x4 I I 5x5= NAILED 4x10=NAILED 7x10 MT2OHS= NAILED 4x10= NAILED 5x5= 2x4 I 1 8x8=
Special NAILED NAILED NAILED NAILED Special
Special Special
I
3-7-12 7-0-0 11-6-10 (_ 15-11-8 20-4-6 24-11-0 28-3-4 I 31-11-0 1
3-7-12 3-4-4 4.6.10 4-4-14 4-4-14 4-6-10 3-4-4 3-7-12
Plate Offsets(X,Y)-- 11:Edge,0-4-91,L3:0-3-4,0-3.81,[7:0-3-4,0-3-8),[9_Edge,0-4-9],(11:0-2-8,0-3-81,113:0-5-0,0-4-81,[15:0-2-B4O-3-8]
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.35 13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.74 13 >518 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.14 9 n/a Na
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:206 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-0-14 oc purlins.
3-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing.
BOT CHORD 2x6 SP No.TD
WEBS 2x4 SP No.2
WEDGE
Left:2x4 SP No.2,Right:2x4 SP No.2
REACTIONS. (lb/size) 1=2455/0-5-8,9=2454/0-5-8
Max Horz 1=-62(LC 6)
Max Uplift 1=-946(LC 8),9=-946(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-4610/1795,2-3=-5150/2034,3-4=-6272/2495,4-5=-6267/2491,5-6=-6267/2491,
6-7=-6272/2495,7-8=-5150/2034,8-9=-4610/1795
BOT CHORD 1-16=-1604/4194,15-16=-1604/4194,14-15.1789/4763,13-14=-2584/6801,
12-13=-2584/6801,11-12=-1789/4763,10-11.1604/4194,9-10=-1604/4194
WEBS 2-16=-555/250,2-15=-397/764,3-15=-55/569,3-14=-721/1885,4-14=-567/375,
5-14=-683/259,5-13=0/409,5-12=-683/259,6-12=-567/375,7-12=-721/1885,
7-11=-55/568,8-11=-398/764,8-10=-555/250
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=32f1;eave=oft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s)except(jt=1b)
1=946,9=946.
8)"NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)293 lb down and 360 lb up at
7-0-0,and 293 lb down and 360 lb up at 24-11-0 on top chord,and 180 lb down and 74 lb up at 6-9-14,259 lb down and 78 lb up at
7-2-2,and 259 lb down and 78 lb up at 24-8-2,and 180 lb down and 74 lb up at 25-1-2 on bottom chord. The design/selection of
such connection device(s)is the responsibility of others.
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
r J _ /
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE.
Design valid for use only with MflekTO connectors.This design Is based only upon parameters shown.and is for an ixllvkival building component.not
a truss system.Before use,the building designer must verity the appllcatilily 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 required for stability and to prevent collapse with possible personal Injury and property damage. For general grdcknce regarding the
ISafelyxicatlon.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdlable from Truss Plate Institute.218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tempe,FL 33610
•
Job Truss Truss Type Qty Ply Sones Residence
T10017676
J160626 A13 HIP GIRDER 1 1
,Job Reference(optional)
Manning Building Supplies, Jaksomrille,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:55 2016 Page 2
ID:HSRQZgpE MaA?g8vwK?EKI4yGg?P-GsfMzLBSObQieABauTbq_kwrzfaY7?zc0PXz4QyB08U
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pH)
Vert:1-3=-54,3-7=-54,7-9=-54,17-20.20
Concentrated Loads(lb)
Vert:3=-221(B)7.221(B)15=-241(B)11=-241(B)23=-105(B)24=-105(B)26=-105(B)27=-105(B)28=-105(B)29=-105(8)31=-105(B)32=-105(B)33=-180(B)
34=-53(B)35=-53(B)36=-53(B)37=-53(B)38=-53(B)39=53(8)40=-53(B)41=-53(B)42=-180(B)
mitA WARNING•VarKy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE
Design valid for use only with MllekV connectors.Ibis design Is based only upon paameters shown,and Is for an kidivkkxx I ulding component,not
a truss system.Before use,the holding designer must verify the applicability of design porameters and properly incorporate Oils design Into the overall
building design. (lacing indicated Is to prevent budding or Individual truss web and/or chord members only.Additional len dporary and permanent tracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delNery,erection and bracing of trusses and toss systems.seeANSI/TPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Informalon avalable from Truss Plate Inslhrrte,218 N.Lee Sheel,Slate 312.Alexandria VA 22314. Tanya.FL 33610
Job Truss Truss Type Qty Ply I Sones Residence '
T10017677
1J160626 801 HIP GIRDER 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:58 2016 Page 1
ID:HSRQZcipEMaA?gBvveK?E KI4yGg?P-hQLUbMDKJW oHVet9Zc8XcMY0Ese0KL13i NldhkyB08R
3-7-12 7-0-0 11-3.101 15-5-8 I 19-7-6 i 23-11-0 i 27.3.4 _ I 30-11-0 1
H- 3-7.12 I 3.4 -4 I 4-3-10 4-1-14 4-1-14 4-3-10 3-4-4 3-7-12
Scale=1:55.9
NAILED
Special _ NAILED NAILED NAILED
6x8 Special
NAILED 2x4 II NAILED 3x8 NAILED 2x4 II NAILED
3 23 4 24 25 5 26 27 6 28 7
7.00 Fir —
nn It nn 'ecii nr ynn
llop
3x5 i3x5
8
24411\ 1 a
Alliblill0 d
1 9
1° ,--i nn25. nn n11n sr• i nn33 34 m
ld
16 1532 29 30 14 31 13 12 11 10
2x4 II 3x4= NAILED 8x8= NAILED 2x4 I NAILED 4x10= NAILED 3x4= 2x4 I! 5x8 M18SHS II
5x8 M18SHS!! Special NAILED NAILED NAILED Special
Special NAILED Special
I 3-7-12 1 7-0-0 I 11-3-10 1 15-5-8 I ___19-7-6 I 23-11-0 1 27-3-4 i 30-11-0
3-7-12 3-4-4 4-3-10 4-1-14 4-1-14 4-3-10 3-4-4 3-7-12
Plate Offsets(X,Y)-- 11:0-4-0,0.0.31 p:0-2-0,0-3.4],[7:0-2-0,0-3.4],[9_0-4-0,0-0-3],[14:0.4-0,0-4-8] -..
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.63 Vert(LL) 0.22 13 >999 240 I MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.41 13 >905 180 f M18SHS 244/190
BCLL 0.0 Rep Stress Ina NO WB 0.40 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 j Code FBC2014/TPI2007 I Matrix-MSH 1 I Weight:218 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins.
3-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing.
BOT CHORD 2x6 SP No.1 D
WEBS 2x4 SP No.2
WEDGE
Left:2x4 SP No.2,Right:2x4 SP No.2
REACTIONS. (lb/size) 1=2414/0-5-8,9=2414/0-5-8
Max Horz 1=116(LC 7)
Max Uplift 1=-1116(LC 8),9=-1116(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3694/1735,2-3=-3959/1925,3-4=-4427/2172,4-5=-4424/2170,5-6=-4424/2170,
6-7=-4427/2172,7-8=-3958/1925,8-9=-3694/1735
BOT CHORD 1-16=-1431/3123,15-16=-1431/3123,14-15=-1552/3417,13-14=-2185/4799,
12-13=-2185/4799,11-12=-1539/3417,10-11=-1431/3123,9-10=-1431/3123
WEBS 2-16=-435/243,2-15=-383/476,3-15=-135/594,3-14_688/1481,4-14=-511/397,
5-14=-566/264,5-13=0/416,5-12=-566/264,6-12=-511/397,7-12=-688/1481,
7-11=-135/594,8-11=-384/476,8-10=-435/243
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=4.2ps1;BCDL=3.0psf;h=25ft;B=45ft;L=31fh eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s)except(jt=lb)
1=1116,9=1116.
8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)286 lb down and 411 lb up at
7-0-0,and 286 lb down and 411 lb up at 23-11-0 on top chord,and 200 lb down and 103 lb up at 6-9-14,266 lb down and 107 lb up
at 7-2-2,and 266 lb down and 107 lb up at 23-8-2,and 200 lb down and 103 lb up at 24-1-2 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
V WARNING•Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10032015 BEFORE USE. mit
Design valid for use only with MITeldo connectors.1t s design is txaed only upon parameters shown,and is for on hdivkkkM balding corntr.n ent.not
a truss system.Before use,the building designer must verity the applicablity of design parameters and properly hccal xoate this dosfgn Ink Oho overall
• ►dime design. Brach()Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary(21(1 permanent txacing Mifek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldcr>ce regarding the
Blvd.
fabrication.storage,delivery,erection and bracing of bsex-ANSI/711
usses and truss systems, Quality Creeds,DSS-89 and SCSI Building Component 69 6904 P.Parke
Ee East t
Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. -__
Job Truss Truss Type ,Qty Ply Sones Residence
T10017677
J160626 B01 HIP GIRDER 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:34:58 2016 Page 2
I D:HSROZgpEMaA?g8vwK?E KI4yGg?P-hQLUbMDKJW oHVet9Zc8XcMYOEseOKL 13i NldhkyB08R
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Veil:1-3=-54,3-7=-54,7-9=-54,17-20=-20
Concentrated Loads(Ib)
Vert:3=-215(B)7=-215(B)15=-243(B)14=-53(B)4=-104(B)13=-107(8)5=-208(B)6=-104(B)12=-53(B)11=-243(B)23=-104(B)25=-104(B)26=-104(B)
28=-104(B)29=-182(B)30=-53(B)31=-53(B)32=-53(B)33=-53(B)34=-182(B)
•
MIM.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ARI-7473 rev.700112016 BEFORE USE. wit
Design valid for use only with MilekCC connectors.This design Is based only upon pxxamolers shown,and Is for an individual building component,not
a truss system.Before use,t e bilking designer must verify the opp llcalntity of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Indlvkfual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with posst>le personal Y*ry and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and tracing of t asses and truss systems,see ANSI/IPI I Quality Crterla,038-89 and SCSI Butting Component 6904 Parke East Blvd.
Slaty Information avdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Sones Residence
I 110017678
J160626 802 HIP GIRDER 1 1
Job Reference(optional) _
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:00 2016 Page 1
ID:HSROZgpEMaA?gBvwK?EKI4yGg?P-dpSF02Far72?Ix1 Xh1 A?hndfmgl_oE DMMEkIdyB08P
4-2.10 8-1-13 15-5-8 22.9.3i 26-8-6 f 30-11-0 1
4-2-10 I 3-11-2 I 7-3-11 7-3-11 3-11-2 4-2-10
Scale=1:52.6
4x4= 3x8= 4x4=
4 21 5 22 6
7.00 I12 6 I •1 I -
1.5x4': \ 1.5x4
7
1 7
3
4x4 Q S
4x4 i
8
2 \
e r
1 Or'. 12 23 11 24 10 KZ
3x8= NAILED 5x8= 3x8= 3x10 II
3x10 i HTU26
8-1.13l 15-5-8 22-9-3 l 30.11.0 I
' 8-1.13 7-3-11 7-3-11 8-1-13__Plate Offsets(X,Y)-- [1:0-3-8,Edge[,[9_0-5-7,Edge],[11:0-4-0,0.3.0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.25 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.45 11-12 >819 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.11 9 r/a rVa
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:167 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins.
BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-12,5-10
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1Od
SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 (0.131"x3")nails,bin o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 1=1463/0-5-8,9=1441/0.5.8
Max Horz 1=-136(LC 6)
Max Uplift 1=-632(LC 8),9=-617(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-2243/1036,3-4=-2158/1022,4-5=-1863/940,5-6=-1811/904,6-7=-2101/981,
7-9=-2194/1000
BOT CHORD 1-12=-796/1847,11-12=-1161/2643,10-11=-1161/2643,9-10=-771/1811
WEBS 4-12=-328/757,5-12=-1043/517,5-11=-371/738,5-10=-1107/562,6-10=-310/731
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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=31ft eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=632,9=617.
7)Use Simpson Strong-Tie HTU26(10-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 15-10-4 from the left end to
connect truss(es)to front face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)"NAILED'indicates 3-10d(0.148'x31 or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4-54,4-6=-54,6-9=-54,13-17=-20
f , ,
0 WARNAVG•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.1003'2015 BEFORE USE led'
Design valid for use only with Mllek&connectors.RVs design Is based
only upon parameters shown,and Is lot an Individual bukfln0 component.not
a truss system.Before use.the[wilding designer must verily the apprk:abtllty of design parameters and potxriiy incorporate this design Into the overall
building design. @achg indicated Is to prevent buckling of Individual hens web and/or chord members only.AcidlIlonal temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal key and property damage. for general guidancea
regdng the 6904 Parke East Blvd.fdxicatkm,storage,delivery,erection and bracing of busses and buss systems,seeANSl/lP11 Quality Criteria,DSB-89 and SCSI Building Component
Safety Information avdlable from truss Pate Institute,218 N.Lee Street.Sulk:312,Alexandria,VA 22314. _— --- _ Tampa,FL 33610
Job Truss Truss Type Qty Ply Sones Residence
T10017678
J160626 B02 HIP GIRDER 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:00 2016 Page 2
ID:HSROZgpEMaA?g8vwK?EKI4yGg?P-dpSF02Far72?Ix1 Xh1 A?hndfmgl_oE DM Ah EkIdyBO8P
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:23=-297(F)24=-319(F)
•
A WARNING•Verily design paramotors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0.7473 rev.1tX3r2015 BEFORE USE.
Design valid for use only with Mnekt connectors.this design Is based only upon parameters shown.aid Is for an Individual briding component.not
• o truss system.Before use,the building designer must verify the applicability of deslgr parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent heckling of individual puss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always regrked for stability and to prevent collapse with possible personal Inluty aid properly damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systema seeANSUIPtI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird.
Safely Information available from Trigs Plate Institute.218 N.Lee Street.Stile 312,Alexardda,VA 22314. Tampa,FL 33610
•
1 Job ITruss Truss Type Qty Ply Sones Residence
T10017679
J160626 11803 Flat Girder 11 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:01 2016 Page 1
I D:HSROZcipEMaA?gBvwK?EKI4yGg?P-570dDOGDcRArMSbkEkhE D?A1 o3fcXozVPL_HI3yB080
2.6.0 —
F-- 2-6,0
Scale=1:12.9
3x4=
t 2
11
�1•
!11
3
HTU26
4 3x4=
1.5x4 I
2-6-0
2-6.0 I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.02 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.03 3-4 >834 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 4=317/Mechanical,3=317/Mechanical
Max Horz 4=-79(LC 4)
Max Uplift 4=-201(LC 4),3=-201(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
• 5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
4=201,3=201.
7)Use Simpson Strong-Tie HTU26(10-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 1-3-0 from the left end to
connect truss(es)to front face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,3-4=-20
Concentrated Loads(Ib)
• Vert:5=-470(F)
WARNING-Wady design peremeNrs and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MM-7473 rev.10/0301016 BEFORE USE
Design valid for use only with MITekts connectors.This design is based only upon parameters shown,and is for an individual bulding component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this dosign 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 required to stability and to prevent collapse with possible personal Inf.ey and properly darnoge. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSUTPI1 Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate inslttute,218 N.Lee Street.State 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type 1 Qty Ply Sones Residence
T10017680
J160626 B04 Flat Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:01 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-5?OdDOGDcRArMSbkEkhED?A1 o3eUXozVPL_H13yB080
2.6.0
2-6-0
1 3x4_ 2 Scate.1:12.9
II
* ‘4141111111‘11
; 1111 II
5 3
HTU26
4 3x4=
1.5x4
2-6-0
2-6-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.02 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.03 3-4 >765 180
BCLL 0.0 * Rep Stress lncr NO WB 0.01 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=339/Mechanical,3=339/Mechanical
Max Horz 4=-79(LC 4)
Max Uplift 4=-214(LC 4),3=-214(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=451t;L=24th eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
4=214,3=214.
7)Use Simpson Strong-Tie HTU26(10-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 1-3-0 from the left end to
connect truss(es)to back face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,3-4.-20
Concentrated Loads(Ib)
Vert:5=-515(B)
1 I
A WARNING-Verify deedpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rov.10/0312015 BEFORE USE
Design valid for use only with Weld-)cornea:lors.1Ns design Is based only Upon parameters shown.end is for an individual balding component.not
a truss system.Before use.the Ixildkg designer must verity the a{plicot4ity of design parameters and properly incorporate rate 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 stablity and to prevent collapse with possible personal injury and property damage. for general guidance regarding the
fabrication.storage.delivery,erection cud bracing of busses and truss systems,seeANSUTPII Quality Criteria.DSI-89 and BCSI BuAalngComponent 6904 Parke East Blvd.
Safely Intormatton available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
'Job Truss Truss Type Qty Ply Sones Residence
T10017681
J160626 B05 HALF HIP `t I 1
l 1 ,Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:02 2016 Page 1
I D:HSROZgpEMaA?gBvwK?EKI4yGg?P-ZCa?RkHrNkli_FAwoSDTmCj7VT?iGB_ed?jggWyB08N
I
4-10-8 9.5.9 4.9- 1
4-10-8 4-7-0
Scale=1:37.2
4x4=
3x5=
3 10 11 4
1 4
7.0012
4x4i
9
2
8
8x8 i
- 41.1"14111141Ni
1t
6 5
7
3x8_ 1.5x4 I
I
9-5-9 I 13-9-9
9-5.9 4-4-0
Plate Offsets(X,Y)-- [1:0.0-12.0-5-8] ----
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.20 6-7 >815 240 MT20 244/190
TCDL 7.0 ! Lumber DOL 1.25 BC 0.78 Vert(TL) -0.50 6-7 >324 180
BCLL 0.0 ' ! Rep Stress lncr YES WB 0.28 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I i
1_ Weight:88 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 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 5=500/Mechanical,7=500/0-5-8
Max Horz 7=297(LC 9)
Max Uplift 5=-252(LC 9),7_168(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-358/122,2.3=-395/237,3-4=-373/246,4-5=-503/346,1-7=-281/142
BOT CHORD 6-7=-489/703
WEBS 2-6=-353/264,4-6=-314/554,2-7=-285/199
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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.16;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-5-9,Exterior(2)9-5.9
to 13-7-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
5=252,7=168.
mit
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE.
Design valid for use only with MITelcD connectors.This design k based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verity the applicability of design priramelors and properly incoa orate this design Into the ovrrall
building design. Bracing Indicated is to prevent buckling of individual truss web anal/or chord members only.Additional temporary and permanent bracing Milek•
is always required for stability and to prevent collapse with possible personal inky and property damage. For general guidance regarding the Parke Est Blvd.
fatrlcatkrn.storage,delivery,erection and bracing of trussesand truss systems,seeANSI/IPl1 Quality 6904a
ty Criteria,DS8419 and SCSI Building Component Tampa. 33610
Safety Information avdlct�le from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA22314. -__
•
Job Truss Truss Type Oty Ply Sones Residence
T10017682
J160626 506 HALF HIP 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:03 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?E KI4yGg7P-108Ne4HT820ZcP16M9kiJQFIEtLj?d5osfTOMyyB08M
4.10.8 9.5.915.0-0
4-10-8 4-7-0 _ 5-6-7
4x4= Scale=1:37.2
4x4=
3 10 11 12 4
`. w
7.00 FIT
4x4
9
2
8
8x8
7•
6 5
3x8 1.5x4 II
9-5-9 15-0-0
9-5-9 5-6-7
Plate Offsets_(?_(,Y)-- 11:0-0-12,0-5_81___
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.20 6-7 >890 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.50 6-7 >354 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.35 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I _ I Weight:92 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 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing.
REACTIONS. (lb/size) 5=544/Mechanical,7=544/0-5-8
Max Horz 7=297(LC 9)
Max Uplift 5=-276(LC 9),7=-185(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-362/126,2-3=-460/270,3-4=-430/276,4-5=-516/357,1-7=-285/143
BOT CHORD 6-7=-517/761
WEBS 2-6=-340/252,4-6=-325/572,2-7=-352/223
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=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
Il;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 9-5-9,Exterior(2)9-5-9
to 13-8-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
5=276,7=185.
tI
A WARNING-Verify design peramefere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/201S BEFORE USE.
Design valid for use only vAth MileIrS)connectors.this design Is based only upon parameters shown.and is for an individual balding component,not 11111
a truss system.Before use.the building designer must verily the applicability bity of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent budding or Individual truss web and/or chord members only. Additkrnal temporary ail permanent bracing MiTek'
is always required for stablilly and to prevent collapse with possble personal krlury and property dunnage. For general guldanco regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criterkt,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 72314. Tampa.FL 33610
Job ITruss Truss Type Oty Ply Sones Residence T10017683
J160626 807 HIP GIRDER I 1 1 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:05 2016 Page 1
ID:HSROZgpEMaA?gBvwK?EKI4yGg?P-_nG83mJjifgHrivVTamAOrLcth l MTY95JzyURgyB08K
5-6-6 10-9-5 i 12-4-8 y 14-10-8 I 17-4-8 t-__ 20-1-11 25.4-10 _ I 30-11-0 I
5-6-6 5-2-14 1-7-3 2-6-0 2-6-0 2-9-3 �— 5-2-14 5-6-6
Scale=1:53.3
4x10=
4x4= 1.5x4 11 4x7=
3 4 5 23 8
t- •
7.00 1z
r
3x5*i •x4= x10 113x5,:-
9
2 Mr-
nr in :> i;ii im 16
d MII
::-1 16 15 14 242526 27 28 1329 12 -,
11
6x8 II
2x4 II 8x8=6x6= NAILED HTU26 3x4= 8x8= 2x4 II 5x8 11
5-6-6 10-9-5 12-4-8 17-4.8 _ I 20-1-11 I 25-4-10 I 30-11-0
I 5-6-6 f 5-2-14 11-7-3 I 5-0-0 2-9-3 5-2-14 5-6-6
Plate Offsets(X,Y)-- [3:0-7-8,0-2-01,[8:0-5-4,0-2-01,[12:0-4-0,0.4-81,[14:0-3-0,0-4-81,[15:0-4-0,0-4-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.15 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.31 13-14 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.08 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I I Weight:225 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins.
BOT CHORD 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing.
12-15:2x6 SP No.1D
• WEBS 2x4 SP No.2
WEDGE
Left:2x4 SP No.2,Right:2x4 SP No.2
REACTIONS. (lb/size) 1=1567/0-5-8,10=1537/0-5-8
Max Horz 1=179(LC 7)
Max Uplift 1=-529(LC 8),10=-520(LC 8)
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2458/841,2-3=-2291/832,3-4=-2102/827,4-5=-2119/833,5-8=-2119/835,
8-9=-2218/812,9-10=-2414/829
BOT CHORD 1-16=-645/2089,15-16=-645/2089,14-15=-507/1910,13-14=-577/2119,12-13=-491/1850,
11-12=-635/2018,10-11=-635/2018
WEBS 2-15=-314/267,3-15.326/399,8-12=-210/387,9-12=-312/247,6-14=-328/153,
4-6=-326/152,3-14.408/1330,8-13=-282/911
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vull=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Opsf;h=25ft;B=45ft;L=31ft;eave=4it;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)200.0Ib AC unit load placed on the bottom chord,14-10-8 from left end,supported at two points,3-0-0 apart.
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.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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
1=529,10=520.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 15-10-4 from the left end to
connect truss(es)to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
12)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
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10/031015 BEFORE USE. '
Design valid for use only with MilelrtS connectors.This design Is based only upon parameters shown.and Is tor an Individual building component.not
Bohner a truss system.Beuse,the building designer must verify the applIcablandity of design parameters aproperly Incortx>rate 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 stability and to prevent collapse with possible personal 1414 and properly damage. For general gukknce regarding the 6904 Parke East Blvd.kYxk:ation,storage,delivery,erecllon and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,OSB-89 and BCSI BuNdIng Component Terrpa.FL 33610
Safety Information available horn truss Plate Institute.218 N.Lee Sheet,Suite 312.Adexandrla,VA 22314.
Job Truss Truss Type , Qty Ply I Sones Residence
T10017683
J160626 B07 HIP GIRDER 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:05 2016 Page 2
I D:HSRQZgpEMaA?g8vwK?E KI4yGg?P-_nG83mJjffgHrivVTamAOrLcth 1 MTY95JzyURgyBO8K
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-8=-54,8-10=-54,17-20=-20
Concentrated Loads(Ib)
Veil:25=-100 26=-297(B)27=-319(B)28=-100
•
A WARNING•Verily design parameors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE
Design valki for use only with Mlleb&connectors.phis design Is based only upon parameters shown.and Is for an individual balding component,not
a tris system.Before use,the building designer must verify the appllcabiity of design parameters and properly incorporate this design into the overall
bulking design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only.Addlbnal temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the
fabrication storage.delivery,erection and tracing of trusses and truss systems,seeANSt/TPll Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Slaty Infomro$on avalable from Truss Pale ins111ute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job j Truss Truss Type Qty Ply I Sones Residence
T10017684
J160626 B08 HIP 1 1
_ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:06 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EK14yGg?P-SzpWG5KLQzo8TsUh1HHPw2tmN4MICygEYdh2zHyBOBJ
6-6-8 12.4.8 1�-98 --- 17-4-8 18.1.8 24.4.8--- 30-11-0
i5-0 4-7-0 6-3-0 !
6-6-8
6-6-8
Scale=1:56.0
5x8= 1.5x4 H
1.5x4 II 454=
3 4 22 7 9 23 j
[7 I
7.0012
21
x4 24
�
3x5 ,- �3x5
2 1.5x4 11 )110 ll 10
ao
2
20 5
8x8=
8x8 11
1
DON 1°D
adz is teal iii- . 1v 1
19 18 17 16 26 27 1514 13 1.1,41
12
4x4= 3x4= 3x4= 4x4=
354= 1.5x4 II
1 6-6-8 i 12-4-8 12-9-8 17-4-8 1$-1.5 24-4-8 I 30-11-0
6-6-8 5-10-0 0-5-0 4.7.0 9-d 6-3-0 6-6-8
Plate Offsets(X,Y)-- 11:Edge,0.6-0),[4:0-5-8,0-2-0],[11:Edge,0-6-0] _
LOADING(psf) SPACING- 2-0-0 I CSI. I DEFL. In (loc) I/defl Ud 1 PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 i TC 0.62 I Vert(LL) -0.19 17-18 >999 240 i MT20 244/190
TCDL 7.0 Lumber DOL 1.25 I BC 0.88 I Vert(TL) -0.37 15-17 >981 180
BCLL 0.0 * Rep Stress Ind YES I WB 0.49 , Horz(TL) 0.06 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 I Matrix-MSH i Weight:203 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing.
JOINTS 1 Brace at Jt(s):6,8
REACTIONS. (lb/size) 19=1237/0-5-8,12=1229/0-5-8
Max Horz 19=236(LC 11)
Max Uplift 19.303(LC 12),12=-311(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1875/529,2-3=-1555/474,3-4=-1323/508,4-7=-1290/481,7-9=-1310/476,
9-10=-1526/480,10-11=-1856/542,1-19=-1170/391,11-12=-1161/397
BOT CHORD 18-19=-158/458,17-18=-396/1693,15-17=-171/1326,14-15=-167/1301,13-14=-389/1534,
12-13=-156/344
WEBS 4-6=-102/271,9-14=-173/398,10-14=-482/288,1-18=-251/1259,11-13=-262/1228,
5-17=-17/525,3-5=0/343,8.15=-69/266,2-17=-500/280
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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=31ft;eave=oil;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-2-14,Interior(1)3-2-14 to 12-9-8,Exterior(2)
12-9-8 to 22-5.15,Interior(1)22-5.15 to 30-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)200.OIb AC unit load placed on the bottom chord,14-10-8 from left end,supported at two points,3-0-0 apart.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
19=303,12=311.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIr•7473 rev.I0/03/2015 BEFORE USE.
1 111111
Design valid for use only with Mitek,P connectors.This design Is bared only upon parameters shown.and Is for an individual building component.not
a truss system.Before use.the trridkng designer must verify the qviicab,lly of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent tracing I MiTek•
is always required fa stability and to prevent collapse with possible personal Injury and property damage. For general guidance rogading the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/IPI I Quality Criteria.D58-89 and SCSI Building Component I 6904 Parke East Blvd.
Safely Informaton aval tyle from Truss Plate InstlMe.218 N.Lee Street.Suite 312.Alexandria.VA 22314. _-- L Tampa.FL 33610
Job (Truss Truss Type Oty Ply Sones Residence
T10017685
J160626 'B09 HIP 1 1
, Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:08 2016 Page 1
I D:HSROZgpEMaA?gsvwK?EKI4yGg?P-OMxGhnLcya3siAe49iJ10Tz3pu 1 SgpSX0xA919yB08H
7-6-8 12-4-8 14-9-8 16-1-8 17-4-8. 23.4-8 30-11-0
7-6-8 4-10-0 �— 2-5-0 1-4-0 1 1-3-0' 6-0-0 7-6-8 I
4x4= Scale=1:56.9
4x4
4 7 3x5
3x5 i r• a 10
3 `:
7.00 12 21 22
3x5-i 5 _9 3x5��
I. y.5x4m ix4= 3x4= J>
a,
20 23
8x8= 8x8=
1 12
Doi I0,
df ill 0
19 18 17 24 16 25 15 14 •13
4x4= 3x4= 4x4= 3x4= 4x4=
7-6-8 12-4-8 14-9-8 16-1-817-4-8 23-4-8 30-11-0
i 7-6-8 I 4-10-0 I 2-5-0 I140
it-30i 6-0-0 1 7-6-8 {
Plate Offsets(X,Y)-- [1:Edge,0-6-0),[12:Edge,0.6-0)
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.20 17-18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.38 17 >975 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.66 Horz(TL) 0.06 13 n/a n/a
BCDL 10.0 I Code FBC2014/TP12007 Matrix-MSH Weight:206 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing.
WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):6,5,9
REACTIONS. (lb/size) 19=1237/0-5-8,13=1229/0-5-8
Max Horz 19=-269(LC 10)
Max Uplift 19=303(LC 12),13=-311(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1857/484,2-3=-1599/455,3.4=-1138/389,4-7=-1032/367,7-10=-1230/436,
10-11=-1545/451,11-12=-1837/496,1-19=-1162/377,12-13=-1151/383,6-8=-401/118
BOT CHORD 18-19=-199/585,17-18=-332/1672,15-17=-130/1327,14-15=-333/1504,13-14=-208/469
WEBS 2-17=-499/279,4-6=-110/429,7-8=-235/714,11-15=-479/281,1-18=-133/1130,
12-14=-141/1100,3.6=-640/193,8-10=-814/264,5-17=-51/533,3-5=-51/542,
9-15=-53/580,9-10=-43/612
• NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft 8=451t;L=31ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-14,Interior(1)3-2-14 to 14-9-8,Exterior(2)
14-9-8 to 16-1-8,Interior(1)20-5-15 to 30-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)200.01b AC unit load placed on the bottom chord,14-10-8 from left end,supported at two points,3-0-0 apart.
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 20.0pst on the bottom chord In 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.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
19=303,13=311.
8)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.
0 WARNING-Verily design peremetere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10/032015 BEFORE USE
Design valid for use only with MITek7u connectors.This design Is based only upon parameters shown,and Is for an icilvtd al building component not ,
a truss system.Before use.the building designer must verity the appllcaWly of design parameters and properly Incorporate this design into the overall
building design. tiacing Indicated Is to prevent buckling of IndMdual 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 injury and properly damage. Fa general guidance regarding the I
tabdcaBon,storage,delivery,erection and bracing of tr uses and truss systems,seeANSI/TPI t Quality Criteria.DSB489 and BCS(Building Component 6904 Parke East Blvd.
Safety IMormallon oval/able from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexanctita.VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty Ply Sones Residence
T10017686
J160626 B10 HIP 1 1
Job Reference(optional) --
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:09 2016 Page 1
I D:HSROZgpEMaA?gBvwK?E KI4yGg?P-SYVev7MEjuBjKKDGiQr6YhVF6INIPIYgEbwiacyB08G
6-7-12 1 12-4-8 13-010 17-4-8 17.11;0 24-3-4 i 30-11-0
6-7-12 5-8-12 d-7-8 4-4-8 0.6-6 6-4-4 6-7-12
Scale=1:55.4
5x8=
6x6
1.5x4 II
3 4 7
Leo 12
20
1x4
3x5 G 19 �i '�'e 3x5
I
L 9
2 1.5x4 I WO II ,z- co
i
21
18
8x8=
8x8= 10
1 I
imico
L� D. Ion
7 14 22 23
1 16 15 13 12 11
4x4= 3x4= 3x4= 4x4=
3x4=
6-7-1217-4-8
I 12-4-8 5-8-12 1O-7- 4-4-8 10.6.6 6-4-4 6-7-12
Plate Offsets(X,Y)-- [1:Edge,0-6-0],14:0-5-8,0-2-0],110:Edge,0-6-01
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.21 15-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.40 15-16 >927 180
BCLL 0.0 ' Rep Stress Incl YES WB 0.55 Horz(TL) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007I Matrix-MSH Weight:192 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing.
JOINTS 1 Brace at Jt(s):6,8
REACTIONS. (lb/size) 17=1237/0-5-8,11=1229/0-5-8
Max Horz 17=-241(LC 10)
Max Uplift 17=-303(LC 12),11=-311(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1878/529,2-3=-1546/470,3-4=-1339/507,4-7=-1314/471,7-9=-1511/473,
9-10=-1858/541,1-17=-1170/392,10-11=-1160/396
BOT CHORD 16-17=-161/462,15-16=-396/1695,13-15=-163/1313,12-13=-387/1537,11-12=-157/347
WEBS 2-15=-524/289,4-6=-86/291,9-13=-492/292,1-16=-249/1261,10-12=-260/1232,
5-15=-20/514,3-5=0/316,8-13=-26/546,7-8=-37/518
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=4.2psf;BCDL=3.0psf;h=2511 B=45ft;L=31st;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-14,Interior(1)3-2.14 to 13-0-0,Exterior(2)
13-0-0 to 17-8-0,Interior(1)22-0-7 to 30-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)200.OIb AC unit load placed on the bottom chord,14-10-8 from left end,supported at two points,3-0-0 apart.
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.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.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
17=303,11=311.
8)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. mit
Design valid for use only with Wok!)connectors.this design is based only upon Fra eters shown.and Is for an individual building component.not
a truss system.Before we.the bulking designer must verify the of4llcal city of design parameters and property 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 Mffek"
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance reading the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Ory Ply Sones Residence
T10017687
J160626 B11 HIP 1 1
Job Reference(optional).
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:10 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-Kk316TNsUCJaxUnSG7ML5u2QiikW8pbgTFfF62yB08F
5.7-12 11-0-0 12.4-8 15-5-8 , 17-4-8 19-11-0 25-3-4 30-11-0
F 5.7.12 5.4.4 1-4-8 i 3-1-0 ' 1-11-0 i 2-6-8 i 5-4-4 5-7-12 y
Scale=1:55.3
4x10=
1.5x4 11 1.5x4 II 4x7=
3 4 21 22 6 23 8
7.001.
6
3x520 i ,0x4= 1.bx4= 24 3x5-;-;.2 A 9
': N
19 25
8718= 8X8
1 10 ro
li
'rill -- s-� r ��
a
18 17 16 15 27 14 13 12 11
4x4= 5x5= 3x4= 3x4= 4x4..-
3x4
3x4=
5-7.1211.0.0 12-4-81 17-4-8 1 19-11-0 I 25-3-4 1 30-11-0 1
5-7-12 5-4-4 1-4-8 5-0-0 2-6-8 5-4-4 5-7-12
Plate Offsets(X,Y)-- [1:Edge,0-6-0],[3:0-7-8,0-2-0],[8:0-5-4,0-2-0],[10:Edge,0-6-0],[16:0-2-0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.15 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.30 14-15 >999 180
BCLL 0.0 ' I Rep Stress lncr YES WB 0.30 Horz(TL) 0.06 11 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:210 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
11-16:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 18=1237/0-5-8,11=1229/0-5-8
Max Horz 18=-207(LC 10)
Max Uplift 18=-303(LC 12),11=-311(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1870/542,2-3=-1617/505,3-4=-1417/489,4-5=-1417/491,5-8=-1425/495,
8-9=-1599/522,9-10=-1857/554,1-18=-1178/392,10.11=-1169/398
BOT CHORD 17-18=-141/395,16-17=-420/1670,15-16=-233/1413,14-15=-235/1495,13-14=-237/1313,
12-13=-412/1545,11-12=-136/281
WEBS 2-16=-395/230,8-13=-160/304,9-13=-402/226,1-17=-296/1312,10-12=-296/1291,
7-14=-268/169,5-7=-268/169,6-15=-434/201,4-6=-434/201,8-14=-6/564,
3-15=-21/1011
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=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=31fh eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3.2-14,Interior(1)3-2-14 to 11-0-0,Exterior(2)
11-0-0 to 24-3-7,Interior(1)24-3-7 to 30-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for
• members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)200.01b AC unit load placed on the bottom chord,14-10-8 from left end,supported at two points,3-0-0 apart.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.0psf.
• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
18=303,11=311.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
WARNWG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1AV3/2015 BEFORE USE.
valid for use only with MITekS;connectors.This design Is based only upon parameters shown.and Is for an individual building component,not
a truss system.Before use,the LwYdTSg designer must verily the appik:utllly of design parameters and properly incorporate the design Into the overall
briding design. Bracing Indicated Is to prevent buckling of MdivkAxA truss web and/a chord members only. Addtlonal temporary and permanent bracing MiTek
Is always required for stabtly and to prevent collapse with possible personal Inkry and properly damage. For general guidance regadng the
to rtcatkxn,storage,delivery,erection and bracing of trusses and puss systems,seeANSl/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdlabie from Truss Plate Institute.218 N.Lee Sheet.Spite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type JQty Ply Sones Residence T10017688'
J160626 812 HIP '1 1
_I Job Reference(optional)
Manning Building Supplies. Jaksonvitle,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:11 2016 Page 1
ID:HSRQZgpEMaA?gBvwK?EKI4yGg?P-oxdPJpOUFVRRZdMfggtad6bcR51 et9pzivPpeUyBO8E
4-7-12 9-0-0 12-4-8____F 15-5-8 I 17-4-8 21-11-0 26-3-4 I 30-11-0
I— 4-7-12 1 4-4.4 —I 3.4-8 3-1-0 1-11-0 4-6-8 4-4-4 4-7-12
Scale=1:54.7
1.5x4= 1.5x4=
4x4= 3x4= 3x4= 4x4=
3 4 19 20 5 21 8
7.00 12 r3
\•.i
4x4 G 4x419
21822 68x8=
8x8— \10
9 _ Ia
ICA
-: 16 15 23 14 24 13 12 X11
17
3x8= 1.5x4 II 5x5 -=-
1.5x4 II 3x8=
9.0.0t 12-4-8 I 15-5-8 I 17-4-8 I 21-11-0 I 30-11-0
9.0.0 3-4-8 3.1.0 1.11-0 4-6-8 9-0-0
Plate Offsets(X,Y)-- [1:Edge,0-3.8],(10:Edge,0-3-8]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (10c) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.18 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.50 11-12 >731 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.10 11 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:188 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
1 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size) 11=1229/0-5-8,17=1237/0-5-8
Max Horz 17=173(LC 11)
Max Uplift 11_311(LC 12),17=-303(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-430/137,2-3=-1713/534,3.4=-1451/509,4-5=-1649/524,5-8=-1435/524,
8-9=-1704/551,9-10=-423/135,1-17=-319/144,10.11=-318/144
BOT CHORD 16-17=-460/1599,15-16=-331/1772,13-15=-333/1778,12-13=-331/1772,
11-12=-453/1493
WEBS 3-16=-153/710,4-16=-736/90,5-12=-624/46,8-12=-116/626,2-17=-1468/478,
9-11=-1461/494,7-13=0/286,5-7=0/286,6-15=0/365,4-6=0/365
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=4.2psf;BCDL=3.0pst;h=25ft;B=45ft;L=31ft;eave=4tt;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-14,Interior(1)3-2-14 to 9-0-0,Exterior(2)9-0-0
to 26-4-9,Interior(1)26-4-9 to 30-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)200.01b AC unit load placed on the bottom chord,14-10-8 from left end,supported at two points,3-0-0 apart.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psi 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.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
11=311,17=303.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
1 ,
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil 7473 rev.lON3/2015 BEFORE USE.
till
Design valid for use only with Mllek®connectors.lhls 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 the applicability of design parameters and properly Incorporate this design into the overall Mill**
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chordr
members only.Additional temrar
)(way and permanent bracing
is always required for stability and to prevent coliopse with possible personal injury and property carnage. I or general{tuklcnce regarding tte East Blvd.
fabrk:atkrr storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Qualitya
ty Criteria.DSB-89 and BCSI 8ulding Component Tampa.04 Parke 33610
Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. _ _
Job Truss 'Truss Type Qty 1 Ply 1 Sones Residence
110017689
J160626 813 HIP 1 i 1
! ;Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:13 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-IJI9kVPkn7h8oxW 1xFv2jXgwwvovL5MG9DuwjNyBO8C
7-0.0__--- I 12.8.4 I 18-2-12 _ I 23-11-0 I 30.11.0
7-0-0 5-8-4 5-6-8 5-8-4 7-0-0
Scale=1:53.7
4x7=
1.5x4 I 3x8= 5x5=
23 4
700 12 15 16 5
rilikisisi
14 17 m
—ail Npi— .
I.
13 18 _o
8x8- 8x8= b
12 11 10 9 8 7
4x4= 5x8= 1.5x4 II 4x10=
7-0-0_-- 12-8-4 18-2-12 _ 23-11-0 30-11-0
b
7-0-0 I 5-8-4 { 5-6-8 I 5-8-4 I 7-0-0
Plate Offsets(X,Y)-- [1:Edge,O-6.12],[2:0-5-4,0-2-4],[5:0.2-8,0-2-11,[6:Edge,0.6-12],110:0-4-0,0-3-0]
° LOADING(psf) I SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.10 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 9-10 >999 180
BCLL 0.0Rep Stress Incr YES WB 0.62 Horz(TL) 0.07 7 n/a n/a
BCDL 10.0 I Code FBC2014/TP12007 I Matrix-MSH Weight:172 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing.
REACTIONS. (lb/size) 12=1133/0-5-8,7=1133/0-5-8
Max Horz 12=140(LC 10)
Max Uplift 12=-407(LC 12),7=-407(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1667/723,2-3=-1870/920,3-4=-1870/920,4-5=-1382/703,5-6=-1668/724,
1-12=-1064/516,6.7=-1063/517
BOT CHORD 11-12=-263/481,10-11=-527/1357,9.10=-755/1869,8-9=-755/1869,7-8=-233/435
WEBS 2-10=-292/730,3-10=-325/223,4-8=-707/287,5-8=-119/511,1-11=-296/992,
6-8=-302/990
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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=31ft;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-14,Interior(1)3-2-14 to 7-0-0,Exterior(2)7-0-0
to 28-3-7,Interior(1)28-3-7 to 30-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
12=407,7=407.
_
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/09/1015 BEFORE USE
Design valid for use only with MI1ek s connectors.This design Is based only upon parameters shown-and is for an individual building component,not
o 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 aid/or chord members only. Additional temporary and permanent bracing Mak'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gr4da ce feq rdng the
fabrication.storage,delivery,erection and bracing of tnrsses and truss systems,s;eANSI/IP11 Quilty Cdfeda,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information ovdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply ' Sones Residence
i T10017690
J160626 814 ROOF SPECIAL GIRDER 11 1
_ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:14 2016 Page 1
ID:HSROZgpEMaA?g8vwK?EKI4yGg?P-DVIXyrQMYQp?Q55EVzQHFkD4CJ3k4U8POsdTFpyB08B
7-1-8 13-11.8 18-5-4 22-11-0 25.11.0 27-11.12_30-11-0
II 1
—1
' 7-1-8 6-10-0 --4-5-12 4$12 3-0-0 2-0-12 2-11-4-4
Scale=1:61.5
4x4=
4
7.00 12 3x8��
5
3x5 i
3 5x12= 4x4=
\ 6 NAILED
\� 03x5 Q
4x4 i 8 5x5
1114Nit_
2 9
L. \ 16
`°
IS 14 25 26 13 12 11
1.5x4 II 5x8= 4x4= 3x8= 1.5x4 II 6x6 II
3x10 II HTU26
7.1.8 13-11-8 22-11-0 I 25-11-0 i27-11-121 30-11-0
F- 7.1.8 I 6-10-0 I 8-11-8 3-0-0 2.0-12 2.11.4
Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[10:0-3-7,0-0-1),[14:0-4-0,0-3-01 —
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl 1../d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.22 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.55 13-14 >672 180
BOLL 0.0 ` Rep Stress Ina NO WB 0.84 Horz(TL) 0.08 10 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH l Weight:183 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins.
BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing.
10-14:2x4 SP No.1D WEBS T-Brace: 2x4 SP No.2-3-14
WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d
OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance.
SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 Brace must cover 90%of web length.
REACTIONS. (lb/size) 1=1233/0-5-8,10=1990/0-5-8
Max Horz 1=-232(LC 23)
Max Uplift 1=-453(LC 8),10=-805(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-18501710,3-4=-1475/640,4-5=-1433/658,5.6=-3106/1303,6-7=-2120/907,
7-8=-2394/992,8-10=-2913/1206
BOT CHORD 1-15=-510/1568,14-15=-510/1568,13-14=-551/1691,12-13=-928/2609,11-12=-945/2380,
10-11=-945/2380
WEBS 3-14=-473/295,4-14=-472/1091,5-14=-869/453.5-13=-659/1582,6-13=-1118/586,
6-12=-968/387,7-12=-395/983,8-11=-359/773,8-12=-481/372
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=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=31ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=453,10=805.
7)Use Simpson Strong-Tie HTU26(10-10d Girder.14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 27-11-12 from the left end to
connect truss(es)to front face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)"NAILED"indicates 3.10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
A WARNING-Verify deign parameters end READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE. mit
Design valid for use only with Mitek&connectors.This design is based only upon parameters shown,and Is for an Individual tuilding component.not
a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall
bcMdhng design. Dachg indicated is to prevent buckling or Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always requited for stability and to prevent coNapse with possible personal injury and property damage. For general gukkance regarding the East
ParkeBlvd.
tatricatton.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Crit•rla.DS8-89 and SCSI Building Component 690469 P.FL 33610
Safely InformatIon available from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314.
•
•
Job 'Truss Truss Type Qty Ply Sones Residence
7100176901
J160626 B14 ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:14 2016 Page 2
ID:HSRQZgpEMaA?g8vwK?E KI4yGg?P-DVIXyrQMYQp?Q55EVzQHFkD4CJ3k4U8POsdTFpyB08B
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-4=-54,4-6=-54,6-7=-54,7-10=-54,16-20=-20
Concentrated Loads(Ib)
Vert:11=-935(F)
•
1 �
AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NII-7473 rev.10103P201S BEFORE USE.
Design valid for use only with Mllekb connectors.this design is basest only upon parameters shown,and is for an Individual balding component.not
a huss system.Before use.the building designer must verity the applicability of design parameters and properly hcorporate this design Into the overall
balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary aril permanent bracing MiTek'
Is always required ler stability and to prevent collapse with possible personal Injury and properly damage. Far general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANS/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Soley Information available from Buss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type •Dry Ply Sones Residence T10017691
J160626 815 COMMON 1 1 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MITek Industries,Inc. Thu Dec 08 13:35:15 2016 Page 1
I D:HSRQZgpEMaA7g8vwK?EKI4yGg?P-hisw9AR?Jkx82FgQ3gyW oy1HBjP0p1 AZdW NOnFyB08A
13-11-8 20-9-8 27-11-0
i 7-1-8 _ I 6-10-0 I 7-1-8
7.1.6 s-1o•o
Scale=1:54.3
5x5=
3
11 12
7.00 12
4x4 i
2
4x4
4
13
8x8=
10
/
Bx8 i -/ .. \ Ili
8 14 15 7 6
9 6x6= 3x4=
9-4-13 18-6-3 27-11-0 {
9-4-13 I 9-1-5 I 9-4-13
Plate Offsets(X Y)-- [1:Edge,0-3-8),[5:Edge,0-3-81,[8:0-3-0,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.34 7-8 >966 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.49 7-8, >678 180
BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(TL) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:157 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-9,4-6
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131-x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 6=1022/Mechanical,9=1022/0-5-8
Max Horz 9=255(LC 11)
Max Uplift 6=-367(LC 12),9=-367(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-577/274,2-3=-1450/643,3-4=-1451/643,4-5=-577/274,1-9=-446/247,
5-6=-446/247
BOT CHORD 8-9=-428/1355,7.8=-179/896,6-7=-426/1203
WEBS 3-7=-233/648,4-7=-404/299,3-8=-233/648,2-8=-404/299,2-9=-1070/342,
4-6=-1069/342
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst h=2511;B=45th L=28t1;eave=oft 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 13-11-8,Exterior(2)
13-11-8 to 16-11-8 zone;cantilever left and right exposed;end vertical 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,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 100 lb uplift at joint(s)except(jt=lb)
6=367,9=367.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
� I
A WARNING-Verily dplgn paranmrors and READ NOTES ON THIS AND INCLUDED MBTEK REFERANCE PAGE MII-7473 rev.10/3/2015 BEFORE USE.
Design valid for use only with Milek®connectors.ibis design is based only upon lxsaneleis shown,and is for m Yxiivkdud buldknl component.not
a truss system.Before use.the building designer must verify the<rpp1ia3Nlry aan
of design proteis and properly Incorporate this design Into the overall
txl�
ee•lding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Adcttond temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal k>♦ray and property damage. For generd guidance regarding the Parke East Blvd.fabrication storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria.DSB-09 and S 6904
CSI Building ComponentEst 0
Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexondrla,VA 22314. Tampa,P,
Job Truss Truss Type Qty Ply Sones Residence
I T10017692
J160626 B16 HIP 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 6 Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:17 2016 Page 1
I D:HSRQZqpEMaA?g8vwK?EKI4yGg?P-d4_gasSFrLBaHYgpA5tNreC W ABHv8s4gs7s8yB088
6-7-12 13-0-0 14.11.0 ____-___-__21.3.4 27.1__1.0
H—— 6-7-12 — 1 --6-4-4 — f i 1.11 0 6-4-4 1 — 6-7-12
Scale=1:52.0
4x10=
4x4=
3 4
I • 1
7.00 rff
14 15
3x5 i 3x5
2 5
m 1 1
a
1
13 16
a i _
8x8= 8x8— 1:
1 6
1 21.211
11 10 9 8 7
4x4= 5x5= 3x8= 4x4=
6-7-12 13-0-0 14-11-0 21-3-4 27-11-0
I 6-7-12 l 6-4-4 I 1-11-0 l 6-4-4 l 6-7-12
Plate Offsets(X,Y)-- [1:Edge,0-6-8],(3:0-7-8,0-2-0],[6:Edge,0-6-8],[10:0-2-8,0-3-0]
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.06 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.16 10-11 >999 180
BOLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 7 n/a n/a
• BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:178 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing.
WEBS T-Brace: 1x4 SPF Stud-3-9
Fasten(1 X) T and I braces to narrow edge of web with 8d
(0.113"x2.5")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 12=1022/0-5-8,7=1022/Mechanical
Max Horz 12=240(LC 11)
Max Uplift 12=-367(LC 12),7=-367(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1508/608,2-3=-1135/556,3-4=-1024/540,4-5=-1130/554,5-6=-1507/608,
1-12=-959/435,6-7=-959/435
BOT CHORD 11-12=-171/443,10-11=-459/1256,9-10=-232/883,8-9=-446/1234,7-8=-164/322
WEBS 2-10=-542/276,3-10=-132/375,4-9=-154/379,5-9=-543/276,1-11=-303/958,
6-8=-299/957
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=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;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 13-0-0,Exterior(2)
13-0-0 to 14-11-0,Interior(1)19-1-15 to 27-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
• 6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=ib)
12=367,7=367.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
V WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITER REFERANCE PAGE NI.7473 rev.10/03/1015 BEFORE USE.
Design valid for use only with MI1ekt1 connectors.fits design Is based only upon parameters shown.and Is for an IudMdual building component,not idl .
a truss system.Before use.the bxitdng designer must verify the applicability of design parameters and property kucorporale this design Into the overall
buldksg design. tracing Indicated Is to prevent heckling of Individual huts web and/or chord members only.Additional temporary and permanent taming Milek"
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regrading the 6904 Parke East Blvd
fabrication.storage,dellvery,erection and bracing of trusses and truss systems.seeANSI/IPI l QuaNty Criteria,DSB-89 and SCSI BuNding Component
Safety Information avdkt,le from truss Plate kssltute.218 N.Lee Street.&Me 312 Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type .Qty Ply Sones Residence
710017693
J160626 B17 HIP 11 1
I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:18 2016 Page 1
ID:HSRQZgpEMaA?gBvwK?EKI4yGg?P-5HY2nCTtbfJRviP?kpVDQaNs0 WKOQU?JUbh0ayB087
5-7-12 11.0.0 16-11-0 22-3-4 27-11-0
5-7-12 I 5-4-4 I 5-11-0 5-4-4 5-7-12
Scale=1:47.5
4x7=
4x4=
4 23 24 5
ra '
7.00 12 \
3x5 i 22 25 3,5
6
3co
,• \ `1 Cil
21 3x4
3X4 i 7
2
V
ad 1 8 a
1 i a-Ill\ 11 6 • Id
12 11 27 10 9 i
3x8 I 1.5x4 II 5x5= 3x8= 1.5x4 II 3x8 II
5-7-12 11-0-0 16-11-0 22-3-4 27-11-0
5-7-12 i 5-4-4 I 5-11-0 I 5-4-4 I 5.7-12 l
Plate Offsets(X,V)-- [1:0-3-8,Edge],.14:0-5-4,0.2-01,L8:0-5-7,Edge],[11:0-2-8,0.3-01
f
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.07 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.18 9-10 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.08 8 n/a n/a
BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight-156 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d
SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131"x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 1=1033/0-3-8,8=1033/0-3-8
Max Horz 1=-183(LC 10)
Max Uplift 1=-371(LC 12),8=-371(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-1514/660,3-4=-1251/618,4-5=-1051/594,5-6=-1246/615,6-8=-1514/660
BOT CHORD 1-12=-488/1318,11-12=-488/1318,10-11=-317/1058,9-10=-481/1250,8-9=-481/1250
WEBS 3-11=-404/209,4-11=-91/373,5-10=-94/351,6-10.408/210
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=4.2psf;BCDL=3.0pst;h=25ft;B=45ft;L=2811 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 11-0-0,Exterior(2)11-0-0 to
21-1-15,Interior(1)21-1-15 to 27-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.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 100 lb uplift at joint(s)except(jt=1b)
1=371,8=371.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
I
0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE IW-7473 rev.IO.32O15 BEFORE USE hil
Design valid for use only with Mllelef9 connectors.Ibis design Is based only upon parameters shown,and Is for an Individual bolding component,not
a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall
buldng 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 Inkrry and property damage. For general guidance regarding the
iciricatt rn,storage,delivery,emotion and bracing of trusses and truss systems.seeANSI/IP11 Quadty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information wadable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
•
Job Truss Truss Type Qty I Ply Sones Residence
T10017694
J160626 IBIS THIP 1 1
I_____ I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:19 2016 Page 1
I D:HSROZgpEMaA?g8vwK?EKI4yGg?P-ZT6Q?YUVMzRIXszBI W OSyow1 xKnHIIL9X8LEw1 yB086
4-7-12 9-0-0 13-11-8 18-11-0 23-3-4 27-11-0 1
4-7-12 4-4-4 4-11-8 4-11-8 4-4-4 4-7-12
Scale:1/4'=1'
4x4=
3x4= 4x4=
4 21 22 5 23 24 6
7.00 7
1.5x4
1.5x4
3 7
20 25
0
3x4 i 3x4
2 8
9
aQ
rn
44114111111b,
5 a
11 26 27 10
3x10 II Sx8= 3x8= 3x10 II
9-0-0 18-11-0 27-11-0
9-0-0 9-11-0 9-0-0
Plate Offsets(X,Y)- 1:0-3-8,Edge],(9:0-5-7,Edgej,111:0.4 0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.28 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.56 10-11 >595 180
BOLL 0.0 ` Rep Stress Incr YES WB 0.27 Horz(TL) 0.08 9 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0
REACTIONS. (lb/size) 1=1033/0-3-8,9=1033/0-3-8
Max Horz 1=-150(LC 10)
Max Uplift 1=-371(LC 12),9=-371(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-1508/697,3-4=-1350/642,4-5=-1134/609,5-6=-1136/609,6-7=-1349/642,
7-9=-1508/697
801 CHORD 1-11=-528/1300,10.11=-465/1257,9-10=-520/1247
WEBS 4-11=-144/430,5-11=-274/144,5.10=-272/144,6-10=-144/429,7-10=-250/184
•
• 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2877 eave=Aft;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to
23-4-14,Interior(1)23-4-14 to 27-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
•
and forces&MW FRS 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 100 lb uplift at joint(s)except(jt=lb)
1=371,9=371.
•
1 �
0 WARNING-Verify dndgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10032015 BEFORE USE
Design valid for use only with MITekr connectors.Ibis design Is based only upon parameters shown,and Is for an individual holding component,not
a truss system.Before use,the building designer must verity the pilcaW Ity of design parameters and properly Incur{xd ote this design Into the overall
budding design. Bracing indicated Is to prevent buckling of Irxilvidual truss web anal/or chord members only.AddAtk,nal temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For gorxxol gdda ce regcxdng the
lubrication,storage,delivery-erection and bracing of trusses and truss systems,SeeANSI/1PI I Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Aloxandrla.VA 22314. Tampa.FL 33610
I
Job Truss I Truss Type Qty !Ply Sones Residence T10017695
J160626 B19 1 1 HIP GIRDER Job Reference(optional)
_ 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:21 2016 Page 1
Manning Building Supplies, Jaksonville,FL
ID:HSRQZgpEMaA?gBvwK?EKI4yGg7P-WsDBQEVIuahOmA7aPx2w1 D?G97RgDgTR?SqL?vyB084
11-8-4 16-2-12 20-11-0 24-3-4 _ 27-11-0
3-7-12 7-0-0 4.8.4 —r— 3-4-4 I 3-7-12 H
~— 3-7-12 1 3.4-4 4-8.4 4.6-8
Scale=1:47.3
NAILED NAILED
4x10= SpecialSpecial NAILED 1'5x4 I! NAILED NAILED 3x8_ NAILED 5x5_
4 25 26 5 27 28 29 30 6 31 32 7
7.00 • 11 ,It _: I ii ii I -0
3x5
3x5 i 8
3 fD
/� �: 3x6--1;-
,
� b
3x6 9 9 ;
2 v
1 1 10
IB 1 1 1 1 I I I b I Ei d
16 15 33 34 35 14 36 37 1338 39 12 40 11
1.5x4 h 3x4-- NAILED 5x8_ NAILED NAILED 1,5x4 I' NAILED 3x8= 1.5x4 II 5x8 II
5x8 II
Special NAILED NAILED Special
Special Special
3-7-12 7-0-0 11.8-4 _ 16.2_12 20-11-0 24-3-4 1 27-11-0 1
~ 3-7-12 1 3-4-4 I 4-8-4 + 4-6-8 — f 4.8-4 3.4-4 3-7-12
Plate Offsets(X,Y)-- [4:0-7-8,0-2-0],[7:0-2-8,0.2-1),[14:0-4.0,0-3-0] 1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.21 13-14 >999 240 I MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.40 13-14 >836 180 I
BCLL 0.0 " Rep Stress Inc- NO WB 0.74 Horz(TL) 0.14 10 n/a n/a
BCDL 10.0 I Code FBC2014ITPI2007 ( Matrix-MSH Weight:164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins.
4-7:2x4 SP No.2 607-CHORD Rigid ceiling directly applied or 5-2-10 oc bracing.
BOT CHORD 2x4 SP No.1D
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0
REACTIONS. (lb/size) 1=2146/0-3-8,10=2146/0-3-8
Max Horz 1=117(LC 24)
Max Uplift 1=-990(LC 8),10=-990(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3265/1548,3-4=-3383/1654,4-5=-3670/1821,5-6=-3670/1821,6-7=-2950/1487,
7-8=-3382/1653,8.10=-3265/1549
BOT CHORD 1-16=-1231/2692,15-16=-1231/2692,14-15=-1327/2927,13-14=-1661/3672,
12-13=-1661/3672,11-12=-1231/2691,10-11=-1231/2691
WEBS 3-15=-364/440,4-15=-97/560,4-14=-498/1067,5-14=-520/424,6-13=0/383,
6-12=-1054/496,7-12=-434/1178,8-12=-364/441
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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=2811;eave=4fh Cat.
II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=990,10=990.
7)"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.
• 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)286 lb down and 411 lb up at
7-0-0,and 286 lb down and 411 lb up at 20-11-0 on top chord,and 200 lb down and 103 lb up at 6-9-14,266 lb down and 107 lb up
at 7-2-2,and 266 lb down and 107 lb up at 20-8-2,and 200 lb down and 103 lb up at 21-1-2 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
A WARNING-V.rtly dadgn palmitin'and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 mt.10/03/2015 BEFORE USE. MI
Design valid for use only with MlTeIr E connectors.111is design k based only upon parameters shown,and Is for an Individual bxilding component.not
a truss system.Before use,the building designer must verify the applioablity of design pxxanetens and properly hrcorp.x late lints design Into the overall MR**design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary d permanent tracing
Is always required for stablity and to prevent collapse with possible personal initry and property damage. For general guidance regarding Ihc: East Blvd.
fabrication,storage.delivery,erection and bracing of busses and truss systems-seoANS1/TPI1 Quality Criteria,058-89 and SCSI Building Component 66904 904 P.ParkeFL East 0
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexanchks,VA 22314.
•
•
•
Job Truss I Truss Type OW Ply Sones Residence
T10017695
'J160626 B19 HIP GIRDER 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:21 2016 Page 2
ID:HSROZgpEMaA?g8vwK?EKI4yGg?P•WsDBOEVIuahOmA7aPx2w1D?G97RgDgTR?SqL?vyB084
LOAD CASE(S) Standard
Uniform Loads(plf)
• Vert:1-4=-54,4-7=-54,7-10=-54,17-21=-20
Concentrated Loads(Ib)
Vert:4=-215(F)7=-215(F)15=-243(F)12=-243(F)25=-104(F)26=-104(F)28=-104(F)29—104(F)31=-104(F)32=-104(F)33=-182(F)34=-53(F)35=-53(F)
36=-53(F)37=-53(F)38=-53(F)39=-53(F)40=-182(F)
sL WARNRVG-Verily deslyn parammors and READ NOTES ON THIS AND INCLUDED RBTEK REFERANCE PAGE'-7473 rev.1G032015 BEFORE USE. pa.
Design valid for use only with MBek®connectors.this design Is based only upon parameters shown,and is for an IrddMdual building 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
biding design. Bracing Indicated Is to prevent buckling of kWlvklud 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 iniuy and properly damage. For general guidance regarding the
fabdcalbn,storage,delivery,erection and bracing of Busses and truss systems,seeANSI/WP11 Quality Cdtatla,DSB-89 and BCSI Guiding Component 6904 Parke East Blvd.
Safely Information av40Me from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandrla,VA 22314. Tampa.FL 33610
Job I Truss Truss Type Qty Ply Sones Residence
T10017696
J160626 820 Half Hip Girder 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:23 2016 Page 1
ID:HSROZgpEMaA?gBvwK?EKI4yGg?P-SELxrwX00Byk?THyXM507e4mPxBkhhokSmJR3oyB082
I 2i08 2- -0 i
2-10.8
1-8
Special Scale=1:15.1
2 4x7= 3
t.5.411!
i
7.00 12
1 ! 1
•
. 1
1 n
g
HTU26 1SSpl 4
NAILED3x10 I'
HTU26
6x6=
8x8=
2-10-8 5-0-0
2-10-8 2-1-8 _Plate Offsets(X,Y)-- [1:Edge,0-4-4],[2:0-5-0,0-2-0] -- —
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 5-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.03 5-8 >999 180
BCLL 0.0 ' . Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 1 Code FBC2014/TP12007 Matrix-MSH I Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 • TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.2
REACTIONS. (lb/size) 4=1084/Mechanical,1=1387/0-5-8
Max Horz 1=99(LC 24)
Max Uplift 4=-447(LC 5),1=-520(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1065/427
BOT CHORD 1-5=416/904,4-5=446/997
WEBS 2-5=-487/1346,2-4=-1452/594
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave-4f1;Cat.
II;Exp C;End.,GCpI=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
4=447,1=520.
8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.
starting at 1-0-12 from the left end to 3-0-12 to connect truss(es)to back face of bottom chord.
9)Fill all nail holes where hanger is in contact with lumber.
10)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 254 lb up at
2-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others.
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,4-6=-20
r
A WARNING•VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*6167473 rev.10/032015 BEFORE USE Idl•
Design valid for use only with Mllekb connectors.BIB design is based only upon parameters shown.and is for an individual bulding component.not
a truss system.Betore use.the[wilding designer must verily the applicability of design parameters and properly incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent budding 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 infamy and property damage. For general guidance tegading the 6904 East Blvd.
fabrication storage.delivery.erection and bracing of trusses and truss systems.seeANS1/1PI1 Quality Criteria.DSB-89 and BCSI Building Component Parke 33610a
Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. __-_ _ __ Tampa.._.__
[Job Truss Truss Type Qty Ply Sones Residence
TI0017696
J160626 820 Half Hip Girder 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:23 2016 Page 2
I D:HSRQZgpEMaA?g8vwK?EKI4yGg?P-SELxrwX0QByk?THyXM5O7e4mPxBkhhokSmJR3oyB082
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:2=-108(F)5=-996(F=7,B=-1002)9=-1008(B)
A WARNING-Verily das1gn param.ars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 ray.10/03/2015 BEFORE USE
Design valid for use only with Mileice:connectors.This design is b ssnd only upon parameters shown,and Is for an Individual holding component,not11111111.
a truss system.Before use,the building designer must verify the ap4licet4tty of design parameters and properly Incorporate this design into the overall
taking design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bxackrg MiTek'
B always ys required for stablity aro]to prevent collapse with possible personal Injury and property damage. for general guidance regaling the
fabrication,storage,delivery,erection and bracing of trusses and tees systems,seeANSI/TPI1 Quality Criteria,03849 and SCSI Butlding Component 6904 Parke East Blvd.
Safety Information avdlable tram truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
I Job Truss Truss Type l Qty Ply ' Sones Residence
7100176971
{J 160626 J01 JACK-OPEN 116 1
L Job Reference(optional) 1
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:35 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-5Y4TM0gYbtS1 RJCGEtIDcAaiSnLgVAW VDeD4T5yB07s
.2.0.0 7-0-0
Ii
2-0-0 I 7-0-0
Scale=1:22.3
3 1,
►,1
1
5.00 Fil
r 7 m
ao r
h 111
6
2
■ TE
i-/ a
s
3x8 11
7-0-0
I
7.0.0 '
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.10 4-5 >816 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.26 4-5 >316 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 ! Matrix-MSH i Weight:25 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 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=389/0-5-8,3=159/Mechanical,4=73/Mechanical
Max Horz 5=189(LC 12)
Max Uplift 5=-193(LC 12),3=-111(LC 12)
Max Gray 5=389(LC 1),3=159(LC 1),4=124(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-327/333
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0ps1;h=25ft;B=45ft;L=24It eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2.0-11 to 0-11-5,Interior(1)0-11-5 to 6-11-4 zone;cantilever
lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 193 lb uplift at joint 5 and 111 lb uplift at
joint 3.
1
0 WARNING-VMfy design parameters anal READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE Mp-7473 rrv.1d0.Y1015 BEFORE USE.
Design valid for use aNy with MileloDconnectors.This design Is based only upon parameters shown,and is la an individual building component,not
a truss system.Before use.the b lima designer must verify the applicability of design parameters and properly incorporate!his design Into the overall
txlding design. Bracing indicated is to prevent buckling of IndNklual truss web and/or chord members only. Adckkonal temporary and permanent bracing MiTek"
Is always required for stablity and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the Blvd.fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeAN31/IPl t Quality Criteria.DSB-89 and BCSI Building Component 6gp4 904Tempe.Parke
FL Ee Eaasst t
Safely Information available Born Truss Plate institute,218 N.Lee Street.Wile 312.AlexarxMa.VA 22314.
Job Truss Truss Type Qry I Ply Sones Residence
T10017698
J160626 J02 ;CORNER JACK 6 1
I 1 Job Reference(optional)_ •
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:36 2016 Page 1
I D:HSROZgpEMaA?g8vwK?E KI4yGg?P-akdsZMhAMBau3TnSobgS8N7w7Al0EdifSIydOXyB07r
-2-0-0 5-0-0
2-0-0 5-0-0
'� Scale=1:16.9
3 ',�
e'',`
5.00 FIT
' I
,n N
IN 6 :1N
N
2
i,
r 10.01011
10111',A 4
i
5
3x8 i I
5-0-0
5-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.03 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 4-5 >946 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MSH Weight:19 lb FT=20%
r r
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=324/0-5-8,3=105/Mechanical,4=45/Mechanical
Max Horz 5=155(LC 12)
Max Uplift 5=-181(LC 12),3=-72(LC 12)
Max Gray 5=324(LC 1),3=105(LC 1),4=86(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-273/310
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25fh B=4511;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-11 to 0-11-5,Interior(1)0-11-5 to 4-11-4 zone;cantilever
left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 5 and 72 lb uplift at
joint 3.
lI
0 WARNING-Varf/y dulgn paramatare and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MUoki connectors.This design Is based only upon parameters shown,and Is for an IrxANduol building component,not
a truss system.Before use,the building designer must verify the appllcablly of design parameters and properly Mecum(*)this design Into the overall
briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek' 1
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I
fabrication,storage,delivery,erection and brackg of trusses and truss systems,seoANS1/1PI1 Quality Criteria,098-89 and SCSI Building Component 6904 Parka East Blvd.
Safely Information avatiable from truss Plate institute,218 N.Lee Street.Suite 312.Pdexandda.VA 22314. Tampa.FL 33610
I Job Truss I Truss Type Qty Ply Sones Residence
I 110017699
IJ160626 J03 CORNER JACK 6 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:36 2016 Page 1
I D:HSRQZgpEMaA?gBvwK?EKI4yGg?P-akdsZMhAMBau3TnSobgS8N7w7AnGEdifSIydOXyB07r
-2-0-0 3-0-0 —�
2-0-0
Scale=1:12.9
3
5.00 FIT
7
N
v
2 h
t
1
4
5
3x8 i I
3.0.0_ I
3-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.00 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rt/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:13 lb FT=20%
LUMBER- BRACING-
' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
' WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
•
REACTIONS. (lb/size) 5=269/0-5-8,3=43/Mechanical,4=14/Mechanical
Max Horz 5=121(LC 12)
Max Uplift 5=-180(LC 12),3=-28(LC 9)
Max Gray 5=269(LC 1),3=43(LC 1),4=47(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-227/293
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0pst;h=25th B=45ft;L=24ft;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-11 to 0-11-5,Interior(1)0-11-5 to 2-11-4 zone;cantilever
left and fight exposed;end vertical 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.Opsi on the bottom chord in 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 180 lb uplift at joint 5 and 28 lb uplift at
joint 3.
IMMO0 WARNING.Verify design parameters and READ NOTES ON MIS AND INCLUDED M17EK REFERANCE PAGE 1M-7073 row.10/03r1016 BEFORE USE.
Design valid for use only with Mlteks connectors.this design Is based only upon pumeters shown.and Is for an Individual budding component,not I
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 In dMdual tnrss web and/or chord members only. Additional temporary and permanent tracing . MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. Fox general guidance regarding the
rabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANS1AP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avcilable from Truss Plate Institute,218 N.lee Street.Suite 312,Alexartdtla,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Sones Residence
T10017700
J160626 J04 CORNER JACK 6 1
_ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:37 2016 Page 1
ID:HSRQZgpEMaA?gevwK?EKI4yGg?P-2xBEniio7VilhdMf LlLhhbg5ta7dz4?ogxiBY_yB07q
2.0-0
1-0-0
2.0-0 ) 1-0-0
Scale=1:8.7
3
-1
5.00 NI 2
ia
4
5
3x8 11
1-0-0
I
1-0-0
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
•
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:71b FT=20%
i i i I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=306/0-5-8,3=-89/Mechanical,4=-35/Mechanical
Max Horz 5=87(LC 12)
Max Uplift 5=-264(LC 12),3=-89(LC 1),4.35(LC 1)
Max Gray 5=306(LC 1),3=94(LC 12),4=30(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-253/384
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411 eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
• 4)Refer to girder(s)for truss to truss connections.
• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 5,89 lb uplift at joint
3 and 35 lb uplift at joint 4.
A WARNING•Virlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7173 rev.10/03/20/5 BEFORE USE 1111I•
Design valid for use only with Wok®connectors.Ns design k based only upon parameters shown,and Is for en individual balding component,not
a truss system.Before use,the tulding designer must verity the appltcdNlty of design parameters and property 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 tracing MiTek'
is always requred tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSUIPI I Quality Criteria,DS11•39 and BCSI Building Component 6904 Parke East Bbd.
Safety Infomtolon available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
•
Job Truss I Truss Type • City Ply Sones Residence
110017701
J160626 J05 JACK-PARTIAL GIRDER 2 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:38 2016 Page 1
ID:HSROZgpEMaA?g8vwK?EKI4yGg?P-W7Ic_2iQuogbinwiV swDoCAB_NtiUyyvbRk40yB07p
-2-9.15i 4-11-0 9-10-1
2-9-15 4-11.0 -------- 4-11 1 ------------- —
Scale=1:23.3
4
,lift'
NAILED
11
3.54
3x4
NAILED 3
10 O.
NAILED
9
2
ul
E g
111111111111111111111111111111111111111111111111.111111°12 13 7 14 6
8
NAILED NAILED 1,5x4 ! NAILED 5
3x8 I1
3x4=
0-8-6 4-11-0 9-10-1 I
0-0-6 4-10-10 4-11-1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud •
PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.05 6-7 >999 240 � MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.13 6-7 >881 180 I
BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) -0.05 4 n/a ri/a j
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:44 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 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=491/0-7-0,4=135/Mechanical,5=216/Mechanical
Max Horz 8=187(LC 24)
Max Uplift 8=-277(LC 8),4=-90(LC 8),5=-49(LC 8)
Max Gray 8=511(LC 30),4=135(LC 1),5=232(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2.8.445/260,2-3=-514/93
BOT CHORD 7-8=-144/442,6-7=-144/442
WEBS 3-6=-477/156
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)"This truss has been designed for a live load of 20.0psf 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 277 lb uplift at joint 8,90 lb uplift at joint
4 and 49 lb uplift at joint 5.
6)"NAILED'indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-4=-54,5-8=-20
Concentrated Loads(Ib)
Vert 9=42(B)11=-28(B)12=30(B)13=6(B)14=-17(B)
1 1
0 WARNING-Verify design paron.Mrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Mlek8 connectors.this design is based only upon parameters shown,and Is for an Individual txrldincl component,not mi.
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
bracing design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Adciflonal temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of busses and truss systems,seeANSI/TPI1 Quality Criteria,DSII-89 and SCSI BuNding Component 6904 Parke East BNd.
Solely Infermanon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Mexarx*lo,VA 22314. Tampa.FL 33610
Job Truss Truss Type , •Oty Ply i Sones Residence
110017702
J160626 JO5A JACK-PARTIAL GIRDER 1 1
_ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:39 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-_JJ.COj2t6zSwxVlTjN9m0IMROiORgT58FBICsyB07o
-2-9-15 3-0-8 4.0.8 4-11-0 9.10-1
1I I + _ ____/
2-9-15 — 3-0-8 1-0-0 0-10-8 ' 4.11-1
Scale=1:24.4
NAILED
16
3.54 12
NAILED 3x8 I 1
1.5x4 II 5
c. 3x5— 4
iz 3 1digilli11 *O• cIq
NAILED m
2 �I 2 11
v! 4x7
•l III ■ .� w ,+ I 6�
PIMIMIIIMINI: r II �'' ;1 1
17 13 10 9 18 8
14 NAILED 1.5x4 II NAILED 6x6= NAILED
3x8 II 7
_
1.5x4 II 3x4
0-Q-7 3-0-8 4-0-8 4-11-0 9-10-1
0- -7 3-0-1 i 1-0-0 } 0-10-8 { 4-11-1 ______1
Plate Offsets(X,Y)-- [3:0-2.0,0-1-12],111:0-5-4,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.06 13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.13 13 >905 180
BCLL 0.0 * Rep Stress Incr NO WB 0.64 Horz(TL) 0.07 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH i L I Weight:51 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing.
REACTIONS. (lb/size) 14=489/0-7-0,6=113/Mechanical,7=237/Mechanical
Max Horz 14=187(LC 8)
Max Uplift 14—278(LC 8),6=-77(LC 8),7=-63(LC 8)
Max Gray 14=510(LC 30),6=113(LC 1),7=242(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-14=-463/265,2-3=-350/32,3-4=-1141/306,4-5=-1102/269
BOT CHORD 13-14.84/265,11-12=-363/1148,8-9=-197/501
WEBS 5-9=-334/241,5-8=-542/212,4-11=-323/236,5-11=-229/825,9-11=-267/692
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24it;eave=4lh Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 lb uplift at joint 14,77 lb uplift at
joint 6 and 63 lb uplift at joint 7.
6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-6=-54,13-14=-20,11-12=-20,7-10=-20
Concentrated Loads(Ib)
Vert:11=6(F)15=42(F)16=-28(F)17=30(F)18.-17(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5.7473 rev.1 W03/2015 BEFORE USE. mg
Design valid for use only with MITek09 connectors.this design Is based only upon pprameters shown,and Is for as Indlvkkx9 building component.not
a truss system.Before use,the briding designer must verity the applIcabllty of design parameters and properly Incorlx,rate this design Into the overall
briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional tompxmay(rid permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
Icixk;ation.storage,delNery,erection and bracing of trusses and truss systems,seeANSI/IPI l Curtly Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bed.
Safely Information avdlable from Truss Plate InstItute.218 N.lee Street,Suite 312.Alexandrkl VA 72314. Tampa.FL 33610
Job Truss Truss Type •Oty 'Ply Sones Residence
110017703
J160626 J06 JACK-PARTIAL GIRDER �2 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:40 2016 Page 1
• ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-SWIMPkkgQQ5JY54D1 QuOJDHW 1 o2bAOlENvwr9JyBO7n
-2-9-15 4-9-8 9-7-1
2-9-15 I 49 8 r 4 9-8 --
Scale=1:23.6
4
I
NAILED
11
3.54 12 ' !
3x4
NAILED 3
10
I 0114 cm 6—
NAILED 6
9
2 1 _
"
Cff1 - fl ll
12 137 14 6
NAILED NAILED 1 5x4 i! NAILED 5
B 3x6 II
3x4=
o -7 4-9-8 i 9-7-1 _-I
7 4-9-2 4.9.9
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.05 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.12 6-7 >925 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) -0.05 4 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 801 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=481/0-7-0,4=134/Mechanical,5=208/Mechanical
Max Horz 8=184(LC 8)
Max Uplift 8=-275(LC 8),4=-90(LC 8),5=46(LC 8)
Max Gray 8=503(LC 30),4=134(LC 1),5=225(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-8=-437/257,2-3=-493/88
BOT CHORD 7-8=-137/423,6.7=-137/423
WEBS 3-6=-457/149
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45f1;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Ops1 on the bottom chord in 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 275 lb uplift at joint 8,90 lb uplift at joint
4 and 46 lb uplift at joint 5.
6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(p11)
Vert:1-2=-54,2-4=-54,5-8=-20
Concentrated Loads(Ib)
Vert:9=42(8)11=-28(B)12=30(6)13=6(8)14=-17(B)
A WARNING-Vitrify design pererrwbrs and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MA-7473 try.1003/2015 BEFORE USE. MI
Design valid for use only with Milekrb connectors.1145 deign k based only upon fxrameters shown,and is for an Sx,iv dual building component.not
a truss system.Before use.the building designer must verity the appllcabllty of design parameters and properly Incorporate this design Into the overall
txlding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ll�
ei"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fdxlcatkn,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.D38-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanga.FL 33610
Job Truss 'Truss Type Qty Ply Sones Residence
T10017704
J160626 JO6A JACK-PARTIAL GIRDER I 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:41 2016 Page 1
I D:HSRQZgpEMaA?g8vW K?EKI4yGg?P-wiRC311BjDA9EfOa8PdrRgjOBLQvhIObZgOhlyB07m
-2-9-15 2-9-8I 3.9.8_ 4-9-8 9-7-1
I 2-9-15 I 2.9.8 1-0-0 1-0-0 4-9-9
Scale:1/2'=1'
5y
NAILED ii
14
3.54 12 '
NAILED
3x4
4 13
co
•
N M
NAILED i II. c3
12 OM
2 ' = 91
4. Pi
3x6 w1,
Co CII 1 �� II i 11 Irt� i
04.1 15 10 8 16 17 7
1►3x8 NAILED 1.5x4 II 1.5x4 H NAILED 6
NAILED 3x4=
0-9-7 2-9-8 3-9-8 9-7-1 I
0-8-7 2-9-1 ! 1-0-0 5-9-9
Plate Offsets(X,Y)-- [3:0-3.4,0-2-5]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.12 7-8 >918 240 I MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.31 7-8 >358 180
BCLL 0.0 ' Rep Stressincr NO WB 0.88 Horz(TL) 0.19 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1- Weight:45 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1D TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
4-8:2x4 SP No.1 D 7-11-11 oc bracing:3-9.
REACTIONS. (lb/size) 11=481/0-7-0,5=145/Mechanical,6=197/Mechanical
Max Horz 11=184(LC 8)
Max Uplift 11=-275(LC 8),5=-97(LC 8),6=-39(LC 8)
Max Gray 11=503(LC 30),5=145(LC 1),6=224(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-490/272,3-4=-1231/437
BOT CHORD 7-8=-202/474,3-9=-538/1249
WEBS 4-7=-495/210
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psh h=25tt;B=45ft;L=24ft;eave=4lt Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf 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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 275 lb uplift at joint 11,97 lb uplift at
joint 5 and 39 lb uplift at joint 6.
6)"NAILED'indicates 3.10d(0.148'x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-5=-54,10-11=-20,6-8=-20,3-9=-20
Concentrated Loads(Ib)
Vert:12=42(B)14=-28(B)15=30(B)16.6(B)17=-17(B)
Q WARNING-Virly design paremebrs and READ NOTES ON THIS AND INCLUDED AIITEK REFERANCE PAGE A111.7473 nv.10/03/2015 BEFORE USE. NI
Deslgt valid for use only with Mfiek@ connectors./his design Is based only upon parameters shown,and Is for an individual building component.not
a Truss system.Before use,the ixAktfrng 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 tracing MiTek'
Is always required for stability and to prevent collapse with possible personal hpay and property damage. For general guidance reaching the
fabrbalion,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdlarsle from truss Plate institute,218 N.Lee Street.Suite 312,Alexandrkt VA 22314. Tampa,FL 33610
Job I Truss Truss Type :Qty Ply Sones Residence
T10017705
J160626 IJ07 Jack-Open 18 1
i __ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:42 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-Ou?7gPmxyl L 1 nOEc8rxsOeNt4bj3eLFXgDPyDByB071
I -2-0-0 7-0-0
2-0-0 7-0-0
Scale=1:29.4
3
t
i
I
7.00,12 I
co
7or
dr 4
4
6
2
aq
.I .
1 0
02
4
3x8 II
7-0-0
I 7-0-0
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.12 4-5 >664 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.29 4-5 >285 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:27 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 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=391/0-3-8,3=158/Mechanical,4=73/Mechanical
Max Horz 5=261(LC 12)
Max Uplift 5=-168(LC 12),3=-133(LC 12)
Max Gram 5=391(LC 1),3=175(LC 17),4=125(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-328/279
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCOL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-11-4 zone;cantilever
left and right exposed;end vertical 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 psi bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 5 and 133 lb uplift at
joint 3.
1 I
A WARNNO•Varffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.16'0312015 BEFORE USE g
Design valki for use orgy with Werra connectors.This design k based only upon parameters shown,nod Is for m Individual building 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 l�
building design. Bracing Indicated k to prevent buckling of Individual truss web and/or chord members only.Additional temporary anHAW
permanent bracing Tek•
Is always required for stability and to prevent collapse with possble personal Inkay and properly damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing 01 trusses and truss systems.seeANSI/IPI1 QuaMy Criteria,DSB-99 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.PJexandla.VA 22314. Tampa.FL 33610
i Job Truss ;Truss Type Oty Ply I Sones Residence
T10017706
J160626 J08 Corner Jack 8 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:36:43 2016 Page 1
I D:HSRQZgpEMaA?g8vwK?EKI4yGg?P-s5ZV 1 ImZjLTuPYpoiZS5wsv6x?7vNoUh3t9VmdyBO7k
-2-0-0 5-0-0
f2.0-0 I 5-0-0
Scale=1:23.0
3);1
7.00;12
6
2
rn 4
11 ,IN r►
K.1
5
4
3x8 II
I
5-0-0
5-0-0
Plate Offsets(X,Y)-- (5:0-4_4,0-1-8)
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49
Vert(LL) -0.04 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 4-5 >778 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 3 n/a n/a
BCDL 10.0 1 Code FBC2014/TP12007 I Matrix-MSH Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=325/0-3-8,3=104/Mechanical,4=45/Mechanical
Max Horz 5=213(LC 12)
Max Uplift 5=-163(LC 12),3.88(LC 12)
Max Gray 5=325(LC 1),3=117(LC 17),4=87(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-274/263
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24fh eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 4-11-4 zone;cantilever
left and right exposed;end vertical 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 163 lb uplift at joint 5 and 88 lb uplift at
joint 3.
I
1 woke WARNING-Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI 7473 rev.10/03/10/5 BEFORE USE. MN
Design valid for use only with eke connectors.Ns design k based only upon parameters shown,and 8 for an Indlvkku l',tiding component,not
a truss system.Betae use,the Ixiidkig designer must verity the applk:abtlty of design paranc>Icrs aid properly becrporato Ibis design Into the overall
btldng design. Racing indicated 8 to prevent buckling of Indivkiuol hues web aaxl/or chord members only.Additional tomparary and permanent bracing
Mak'
k•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Pae East Blvd.
fabrication,storage,delivery.erection and bracing of trusses and buss systems,seeANSI/IPI t Coolly Criteria.DSB-89 and SCSI Building Component 69 8804 4 P.rkrk East 0
Safely Information avdildble from Truss Plate Institute,218 N.Lee Street.Suite 312.A/exa sdrkl VA 22314.
•
Job Truss I Truss Type Qty Ply I Sones Residence
710017707
J160626 J09 Corner Jack 8 1 '
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:44 2016 Page 1
ID:HSRQZgpEMaA?g8vwK?EKI4yGg?P-LH6IF5nBUebl1 iO?FGzKT3SHhPVg6FkgHXu314yB07j
-2.0.03.0-0
2-0-0 3-0-0
Scale=1:16.8
3
7o012
7
2
a
1 6
a4
1
5 3x8 II
3-0-0
3-0-0 — l
Plate Offsets(X,Y)-- [5:0-4-4,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:14 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=271/0-3-8,3=42/Mechanical,4=13/Mechanical
Max Horz 5=165(LC 12)
Max Uplift 5=-171(LC 12),3=-34(LC 9)
Max Gray 5=271(LC 1),3=53(LC 17),4=48(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-228/251
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-11-4 zone;cantilever
left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will tit 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 171 lb uplift at joint 5 and 34 lb uplift at
joint 3.
i f
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7073 rev.10/033015 BEFORE USE.
I Mil
Design valid for use only with MlieisD connectors.this design is based only upon parameters shown,and Is for an Individual landing component,not
a truss system.Before use,the building designer must verily the applicability of design parameters and properly Escorp rrale this design Into the overall
bolding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addtkxnal temporary and permanent tracing MiTek
B always required for stability and to prevent collapse with possible personal kyury and property damage. For 41<:reuol tlukkvrco molaxdrg the
Idxlcatlon,storage,delivery,erection and tracing of trusses and truss systems-seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 72314. 1 Tampa,FL 33610
Job Truss Truss Type Oty Ply Sones Residence
T10017708'
J160626 J10 Corner Jack 8 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:44 2016 Page 1
ID:HSROZgpEMaA?g8vwK?EKI4yGg?P-LH6tF5nBUebl t i07FGzKT3SHhPW E6FkgHXu314yB07j
I--
-2-0-0 1.0-0 I
2-0-0
Scale=1:10.9
1 31,
7.00 12 2
.0l �
, p
.111AMili
M.
1
5 3x8 11 4
1-0-0
1.0.0_____I
Plate Offsets(X,Y)-- [5:0-4-4,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 >999 180
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-MSH Weight:7 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=309/0-3-8,3=-91/Mechanical,4=-36/Mechanical
Max Horz 5=118(LC 12)
Max Uplift 5=-269(LC 12),3=-91(LC 1),4=-36(LC 1)
Max Gray 5=309(LC 1),3=103(LC 12),4=25(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-256/356
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 5,91 lb uplift at joint
3 and 36 lb uplift at joint 4.
•
A WARNWO-V. y design parameters end READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M0-7473 rev.10'03/1015 BEFORE USE
Itil
• Design valid for use only with kMleke connectors.This design is based only upon parameters shown.and is for an individual folding component.not
a truss system.Before use.the building designer must verily 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 requked for stabltiy and to prevent collapse with possible personal krluy and properly damage. r«general gulda ce regardng the e Blvd.
fabrication,storage.dellvery,erection and bracing of busses and truss systems.seeANSUIPI l Quality Criteria,DSB-89 and SCSI Buldlny Component 6904 Tampa,Parke
FEastEs
Safety Information amiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 2'2314.
Job Truss Truss Type I Ory Ply Sones Residence
T10017709
J160626 J11 Jack-Open 1 1 I
_ Job Reference(optional)
Manning Building Supplies, Jaksortville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:45 2016 Page 1
ID:HSRQZgpEMaA?gevwK?EKI4yGg?P-pTgFSRopEyjceszBpzUZOH?SRpstrizWBecgWyB07i
-2-0-0 2-10-8 _
2-0-0 —2-10-8
Scale=1:16.4
3Y
1I,
l
7.00 12
7 Id?
6 I N
2 Ni
PP 1
IN `'
6 ,, 4
►/
5
3x8 11
I 2-10-8
2-10-8
Plate Offsets(X,Y)-- 15:0-4-4,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=268/0-5-8,3=38/Mechanical,4=11/Mechanical
Max Horz 5=162(LC 12)
Max Uplift 5=-172(LC 12),3=-32(LC 9)
Max Gray 5=268(LC 1),3=48(LC 17),4=45(LC 3)
I
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-5=-226/251
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45fh L=24ft;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 2-9-12 zone;cantilever
left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 5 and 32 lb uplift at
joint 3.
� II
Q WARNING-Verify dss/pn pumwMrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIB7473 rot,.10103/2015 BEFORE USE.
Design valid for use only with Mltekt9 connectors.this design Is b sed only upon ixxameters shown.and Is for an kxiivkiud holding component,not
a truss system.Before use.the ponding designer must verily the ap 1k:abiity of design parameters and properly Incorporate this design into the overall
btldkg design. Rachg Indicated Is to prevent buckling or Irxilvldrxl truss web and/or chord members only. Additional temporary and permanent bracing I MiTek"
is always required for stability and to prevent collapse with rxnstt>le personal Injury and property damage. I or general gukiance regarding the 6904 Parke East Blvd.
fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/IPI1 Quality Criteria.DSB-89 and SCSI Building Component Tampa.rk 33610
Safely Information available mom Truss Rate Institute.218 N.Lee Street.Suite 312,Alexa dda.VA 22314.
r r
Job Truss Truss Type 'Qty Ply Sones Residence
T10017710
J160626 J12 Jack-Partial Girder I4 1
1 _ y_- Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:46 2016 Page 1
I D:HSRQZgpEMaA?gBvwVE KI4yGg?P-HfEegnpR?GrTGOYN Nh?oYUXYwC6Ha6w71rN9MyyB07h
-2.9.15 4-11-0 9-10-1 -
I 2-9-15 I 4-11-0 4.11-0
4 Scale=1:28.9
ii
NAILED
11
4.95 I12 3x4
NAILED 3
10
1 �
NAILED
9
2 -
101111111° lliiiiiiiii_
1 =: 12 13 7 14 6
8 NAILED NAILED 1.5x4 I. NAILED 5
3x8 I 3x4=
0-2- 4-11-0 I 9-10-1 ______.1o 6 4.10-10 4-11-0
l
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.04 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.12 6-7 >991 180
BCLL 0.0 * Rep Stress Ina NO WB 0.21 Horz(TL) -0.05 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 j Matrix-MSH I Weight:46 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=491/0-7-0,4=132/Mechanical,5=218/Mechanical
Max Horz 8=258(LC 8)
Max Uplift 8=-312(LC 8),4=-98(LC 8),5=-79(LC 8)
Max Gray 8=542(LC 28),4=132(LC 1),5=251(LC 28)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-8=-481/300,2-3=-481/79
BOT CHORD 7-8=-170/381,6-7=-170/381
WEBS 3-6=-434/194
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45fh L=2411 eave=4th Cat.
II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint 8,98 lb uplift at joint
4 and 79 lb uplift at joint 5.
6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-2=-54,2-4=-54,5-8=-20
Concentrated Loads(Ib)
Vert:9=43(F)11=-28(F)12=30(F)13=7(F)14=-17(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE
mg
Design valid for use only with Mflek:connectors.This design Is based only upon parameters shown.and Is for on Individual building 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 hdivk tual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possbki personal Kay and property damage. For general guidance regarding the 04 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-$9 and SCSI Building Compone69
nt East 0
Safety Information available from Truss Plate InstIt te.218 N.Lee Street.Suite 312.Alexantlda.VA 22314. Tampa,P.Parke
FL
i
Job Truss Truss Type Oty Ply 1 Sones Residence
T10017711
'J160626 J13 Jack-Partial Girder 4 1
Job Reference o.tional
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:47 2016 Page 1
ID:HSRQZgpEMaA?gevwK7EK14yGg?P-Iso0t7p3mZzKu96axOW 15i4jycSkJZTG_V7jvPyB07g
-2-9-15 I 4-9-8 — 9-7-1- — ---I
2-9-15 4-9-8 —T—
4 Scale=1:28.4
NAILED
11
4.95 12 3x4 4 ' '
NAILED 3
10
4 V a
a
NAILED ! 11111111111 ,
9
2
1 12 137 14 6
mizta
8 NAILED1.5x4 I! NAILED 5
3x8 I I NAILED 3x4
0- 4-9-8 } 9.7-1 {
0.0.6 4-9-2 — 4-9-8 --
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.04 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) -0.05 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:45 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=482/0-7-0,4=131/Mechanical,5=210/Mechanical
Max Horz 8=254(LC 8)
Max Uplift 8=-310(LC 8),4=-98(LC 8),5=75(LC 8)
Max Gray 8=533(LC 28),4=131(LC 1),5=244(LC 28)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-8=-472/297,2-3=-465/75
BOT CHORD 7-8=-161/366,6-7=-161/366
WEBS 3-6=-417/184
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf 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 310 lb uplift at joint 8,98 lb uplift at joint
4 and 75 lb uplift at joint 5.
6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-4=-54,5-8=-20
Concentrated Loads(Ib)
Vert:9=43(F)11=-28(F)12=30(F)13=7(F)14=-17(F)
•
•
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev-10f0312015 BEFORE USE. mil"
Design valid for use only with MIIelr D connectors.Its design Is based only upon paaneters shown,and Is for on Individual bulging component,not
a truss system.Before use.the building designer must verify the applicability of design ixrarneters and properly Incorporate this design Into the overall Wok't building design. Racing indicated Is to prevent budding of kndividud truss web and/or chord members only. Additional temporary and permanent bracing
• Is always requked for stability and to prevent collapse with possible personal hp1Y and property dornage. For general gukW nce regarding the 6904 Parke East Bk/d.fabk;atkrL storage,delNery,erec:lkxn and brachnp of busses and truss systems,seeANSUiPI t Quality Criteria,DSB-89 and SCSI Building Component Tempa,FL 33610
Safety Information avclable from Buss Plate Institute,218 N.Lee Street.Suite 312.Ajexandrta.VA 22314.
i
Job Truss Truss Type II Qty Ply Sones Residence
T10017712 I.
J160626 IJ14 JACK-PARTIAL 11 1
IJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:48 2016 Page 1
I D:HSRQZqpEMaA?g8vwK?EKI4yGg?P-D2M04TghXt5BVJhmU61 GdvdzQ0sn23VQC9sGRryB07f
2.0.0 12-3.31 __ 3-3-3 4-0-1
2-0-0 0-3-3 1-0-0 0-8-14-1
Scale=1:15.1
1.5x4 II 4
4.95 FIT 3 f ii
4x4=
2
I
U)
N — I I d N
1 8 7 cG
1.5x4=
0
1 I N
6 5
1.5x4 II 1.5x4 II
10
3x8 I I
0-0-7 2-0-0 i2-331 3-3-3 1 4-0-1
0-0-7 1-11-10 0-3-3 1-0-0 0-8-14
Plate Offsets(X,Y)-- (2:0-2-0,0-1-91
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 9 >619 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.06 9 >756 180
BCLL 0.0 ` Rep Stress!nor YES WB 0.02 Horz(TL) -0.05 5 n/a rVa
BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MSH Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 EDT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=140/0-7-0,4=135/Mechanical,5=5/Mechanical
Max Horz 10=82(LC 12)
Max Uplift 10=-27(LC 12),4=-76(LC 12)
Max Gray 10=140(LC 1),4=135(LC 1),5=11(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft eave=oft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical 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 psi bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 10 and 76 lb uplift at
joint 4.
•
A WARNING•Verily dedyn paranoias and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mtl-7473 rev.10/03/201S BEFORE USE. p
Design valid for use only with MfleW connectors.Ihis design Is based only upon parameters shown,and is for ca)Individual bulking st component.not
a trss system.Before use.the brikJng designer must verify the applicability of design parameters and properly incorporate this design into the overall M iTek•
building design. Bracing indicated Is to prevent budding of I ndtvldu l puss web and/or chord members only.Addtional temporary and permanent bracing
is always required for stability and to prevent collapse with trouble personal i nNy and properly damage.For general guidance regarding the East Blvd.fabricati n,storage.delivery,erection and bracing of trusses and truss systems seeANSI/TP11 Quality Crl6904
terla,DSB-89 and BCSI Building ComponentE
SafeSafelyInlormallon available from Truss Plate tnslttute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tama.P.ParkeFL 33610
---
VI I
Job I Truss Truss Type Qty I Ply Sones Residence
T10017713
J160626 1J15 JACK-PARTIAL 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Dec 08 13:35:49 2016 Page 1
ID:HSRQZgpEMaA?gBvwK?EKI4yGg?P-hEwmlorKIAD27TGy2pZVA7980QCMnW IZRpcgzHyB07e
1-10-8 20-,3 _ 3-0-3 3-9-1
~" 1-10-8 0T1-11 1-0-0 0.8-14
Scale=1:14.6
1.5x4 II 4
k
� 1
4.95 12 3 I illoi '
✓ N
T
1
Air
x4= 7
- 1.5x4=
- ,J
9 6 5
411111
1.5x4 11 1.5x4 1
10
3x8 11
0-Q•7 2-0-3 I 3-0-3 3.9.1 I
0 7 1-11-12 1.0-0 0-8-14
Plate Offsets(X,Y)-- 18:0-2-0,0-1-10]
CSI.
LOADING(psf) SPACING- 2-0-0 DEFL. in (toe) Vdefl Lid I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.06 9 >742 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.05 9 >903 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(TL) -0.04 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=131/0-7-0,4=126/Mechanical,5=5/Mechanical
Max Horz 10=78(LC 12)
Max Uplift 10=-24(LC 12),4=-72(LC 12)
Max Gray 10=131(LC 1),4=126(LC 1),5=11(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and
• right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Reter to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 10 and 72 lb uplift at
joint 4.
A WARNING-Verify deeIgn Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MB-7073 rev.10/031015 BEFORE USE. mi
f
Design valid for use only with Milekm connectors.this design Is based only upon Ioxameters shown,and is for an Individual building component,net
a truss system.Before use.the bullring designer must verify the applicability of design parameters and properly irscot xaole this design into the overall
MiTek"
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary arid permanent bracing
Is always required for stability and to prevent collapse with possible personal'alury and groped damage. Tor general guidance reaming tho e EastBlvd.
fabrication.storage,delivery,erection and tracing of trusses and huts systems,seeANSI/1PI l Quality Criteria,DS8-89 and SCSI Building Component 696904 04 P.Parke
Eas
Safely INormafon available from Truss Plate Institute.218 N.Lee Sheet,Supe 312.Alexandria.VA 22314.
13
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