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BUl DING COMPONENT SLPPLY, INC.
II
II 4627 JP HALL BLVD. SUITE 20B
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32 � ,/ .3
GREEN COVE SPRINGS, FL 32043
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FB01 13-02-00 1-3/4"x 16"
SECOND FLOOR LAYOUT
SCALE: 1 /411 = 10"
OM
MIIR Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
M iTe k�
RE: 9892T0 - San Tropez MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa,FL 33610-4115
Customer Info: Toll Brothers Project Name: Model: San Tropez
Lot/Block: 091 Subdivision: Atlantic Beach
Address: 601 Coastal Oak Lane
City: Jacksonville State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: Pontigo License#: 53311
Address: 420 Osceola Ave
City: Jacksonville Beach State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 96 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
i No. Seal# Truss Name Date No. Seal# Truss s Name Date
1 T8544735 1 CJ02 5/3/016 118 1T8544752 F07 5/3/016
2 T8544736 CJ12 15/3/016 19 1T8544753 1 FO7A 5/3/016
3 T8544737 1 CJ13 1 5/3/016 20 1T8544754 1 F08 5/3/016
4 T8544738 1CJ32 5/3/016 21 1T8544755 1 F09 5/3/016
5 T8544739 1 CJ42 5/3/016 22 1T8544756 1 F10 5/3/016
6 T8544740 'EJ04 5/3/016 23 1T8544757 , F11 5/3/016
17 T8544741 I EJ06 5/3/016 24 1T8544758 1 F12 5/3/016
18 _1T8544742 EJ 16 5/3/016 25 _I T8544759 F14 5/3/016
19 T8544743 I EJ26 ; 5/3/016 26 1T8544760 , FG01 j 5/3/016
110 T8544744 1 EJ36 1 5/3/016 27 1T8544761 1 FG02 5/3/016
111 1T8544745 I EJ44 1 5/3/016 28 1T8544762 I FT01 5/3/016
12 T8544746 F01 1 5/3/016 29 1T8544763 I FT02 5/3/016
113 T8544747 F02 1 5/3/016 j30 T8544764 1 FT03 5/3/016
14 T8544748 F03 15/3/016 131 _T8544765 J02 .5/3/016
15 T8544749 F04 1 5/3/016 132 T8544766 J12 5/3/016
16 T8544750 F05 1 5/3/016 133 T8544767 1J32 5/3/016
17 T8544751 F06 1 5/3/016 134 T8544768 I J42 5/3/016
The truss drawing(s)referenced above have been prepared by MiTek s��•``�eR �P. pi,/
,
Industries, Inc. under my direct supervision based on the parameters �� Q..;..••••••. /4r •i
provided by Building Component Supply. ,�. •.••.�\G E Ns'•.,ti 0�:
l -. I.
Truss Design Engineer's Name: Finn, Walter No
My license renewal date for the state of Florida is February 28, 2017. .7: * /
IMPORTANT NOTE:Truss Engineer's responsibility is solely for V* STATE OF 10:
design of individual trusses based upon design parameters shown ',,� ,•,� Is • :
on referenced truss drawings. Parameters have not been verified , \` '•4 O R 't O•''' \ .`
as appropriate for any use. Any location identification specified is ���11i s/ONAt_e••%,
for file reference only and has not been used in preparing design. iiinniit�``
Suitability of truss designs for any particular building is the Walter P.Finn PENo.22839
responsibility of the building designer, not the Truss Engineer, MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
per ANSI/TPI-1, Chapter 2. Date:
May 3,2016
Finn, Walter 1 of 2
RE: 9892T0 - San Tropez
Site Information:
Customer Info: Toll Brothers Project Name: Model: San Tropez
Lot/Block: 091 Subdivision: Atlantic Beach
Address: 601 Coastal Oak Lane
City: Jacksonville State: FL
No. Seal# Truss Nam—el Date No. Seal# Truss Name Date
35 T8544769 101 5/3/016 78 T8544812 T44 5/3/016
36 T8544770 102 5/3/016 79 T8544813 T45 5/3/016
37 T8544771 T03 5/3/016 80 T8544814 T46 5/3/016
38 T8544772 104 5/3/016 81 T8544815 T47 5/3/016
39 T8544773 105 5/3/016 82 T8544816 T48 5/3/016
40 T8544774 T06 5/3/016 83 T8544817 T49 5/3/016
41 T8544775 107 5/3/016 84 T8544818 T50 5/3/016
142 T8544776 '108 5/3/016 85 T8544819 T51 5/3/016
43 T8544777 T09 1.5/3/016 86 T8544820 T52 5/3/016
44 T8544778 T10 5/3/016 87 T8544821 T53 5/3/016
45 T8544779 T11 5/3/016 88 T8544822 T54 5/3/016
46 118544780 T12 5/3/016 89 T8544823 T55 5/3/016
47 1T8544781 T13 5/3/016 90 T8544824 T56 5/3/016
48 118544782 T14 5/3/016 91 T8544825 T57 5/3/016
49 T8544783 T15 i 5/3/016 92 T8544826 T58 5/3/016
150 T8544784 T16 5/3/016 93 T8544827 'T59 1 5/3/016)
51 T8544785 T17 5/3/016 94 T8544828 T60 5/3/016)
52 T8544786 T18 - 5/3/016 95 T8544829 T61 _ 5/3/016 .]
53 T8544787 T19 5/3/016 96 T8544830 T62 15/3/016 I
54 _ T8544788 T20 5/3/016
55 118544789 T21 5/3/016
56 118544790 T22 5/3/016
57 1 T8544791 T23 15/3/01Q j
58 118544792 T24 _ 5/3/016 J
59 _118544793 'T25 5/3/016
616118544794 ,T26 5/3/016
0 118544795 T27 5/3/016 OFFICE COPY
62 118544796 T28 5/3/016
63 118544797 129 5/3/016
L64 1 T8544798 130 5/3/016
65 118544799 131 5/3/016
66 118544800 T32 5/3/016 J
67 118544801 133 5/3/016
68 118544802 134 5/3/016
69 118544803 T35 5/3/016
70 118544804 T36 5/3/016
71 118544805 T37 5/3/016
72 118544806 T38 5/3/016
1_73 _138544807 T39 5/3/016
5/3/016
74 118544808 T40
75 118544809 T41 5/3/016 1
5/3/016_1
76 118544810 i T42
77 118544811 1143 5/3/016 I
2 of 2
r---- 1
Truss Truss Type Oty Ply San Tropez
I Job T8544735
9892T0 CJO2 ;Jack-Open 3 1
Job Reterence(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:20 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-F2XJT?GbhzWH EGsIO?02KXFOQCL2b9ZAICHaZ5zKH H5
H- 2-9-3 — I
2-9-3
Scale=1:12.2
4.24 12 2 ,
i :
2x4 II
1 I r.
a
' j
3
4
2x4 II
2-9-3
2-8-13 i
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3-4 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=102/0-7-0,2=72/Mechanical,3=30/Mechanical
Max Horz 4=41(LC 12)
Max Uplift 2=-29(LC 12)
Max Gray 4=102(LC 1),2=72(LC 1),3=49(LC 3)
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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)for truss to truss connections.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. %%1111111114
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Walter P.Finn PE No.22839
MrTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10032016 BEFORE USE. I.[Df
Design valid for use only with Mi lekS) nn
connectors.nils design Is txisod only upon parameters shown,and Is for an individual building component,not [
a truss system.Before use,the[wilding designer must verily the applicability of design parameters and properly Incorporate this design Into the overall
bulking design. tracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Addltlonal temporary<rid permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regardng the
fabrication,storage.delivery,erection a d tracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.Safety information available um Pl
from hate institute,218 N.Lear Sheet.Suite 312,AlexaxMa,VA22314. Tampa.FL 33610
r
--- ._"'rill
' Job I Truss I Truss Type 1 Qty 1 Ply San Tropez
T8544736
•9892T0 CJ12 i Jack-Open 6 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:20 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgz0E7e-F2XJT?GbhzwHEGsf0?02KXFPgCL8b9ZAIC HaZSzKHI-IS
2-9-3
F- — 2-9-3
Scale=1:10.7
,
4.24 12
2
Yj
R
1 N
t ' N
d � � �1
3
2x4 III
3x6 I 2-9-3
2-8-13 I
Plate Offsets(X,Y)-- [1:0-3-14,0-5-01_
LOADING (psf) SPACING- 2-0.0 CSI- DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-8 >999 180
BCLL 0.0 ' Rep Stress Ind YES WB 0.00 Horz(TL) 0.00 2 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=61/Mechanical,3=33/Mechanical,1=123/0-7-0
Max Horz 1=28(LC 12)
Max Uplift 2=-21(LC 12),1=-5(LC 12)
Max Gray 2=61(LC 1),3=43(LC 3),1=123(LC 1)
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=5.Opsf;BCDL=5.Opsh h=25ft;B=451t;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
4) wwill efeit t be1Wden ths)e bor ttom Chord ard nd oany otherttemembers. ,`,.01111lth g,,#'
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. `,_1 r• •GEN /,• v'v e�
` •
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Walter P.Finn PE No.22839
MRek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/201 S BEFORE USE.
Design valid for use only with Mitek;)connectors.this design is based only upon parameters shown,and Is for an Individual balding 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 deskln. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always regalred for stability and to prevent collapse with possible personal Yyuy and property damage. For general gusdance regarding the 1
fabrication,storage,delivery,erection and bracIng of trusses and truss systems,seeANSI/TPtt Quality Criteria,DSB-89 and BCSI Bullring Component 6904 Parke East Blvd.
Sdey Informotlon available from buss Plate Institute.218 N.Lee Street.Salle 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply San Tropez
T8544737
9892T0 CJ13 Jack-Open 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:21 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-j F5hhLGDSG37s0RsaiXHsknaBch_KcpJ W 5075YzKHH4
I
2-8-8
2-8-8
Scale=1:10.6
2
4.24 112 /
1
� , �d lijil
2x4 II 3x8 II 3
4x10 II
1-9-0 2-8-8
I
1-9-0 ) 0-11-8 l - -- -
Plate Offsets(X,Y)-- [1:0-5-2,0-6-11],[1:0-4-10,1-2-5] --
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 IVa n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:14 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x8 SP No.2
REACTIONS. (lb/size) 2=14/Mechanical,3=-32/Mechanical,1=230/0.7-12
Max Horz 1=27(LC 12)
Max Uplift 2=18(LC 12),3=-32(LC 1),1=-8(LC 12)
Max Gray 2=14(LC 1),3=2(LC 12),1=230(LC 1)
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=5.0psf;BCDL=5.0psh h=25th B=4511 L=24tt;eave=4lt;Cat.
•
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
• 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ,,i>l�1111III lig
4)Refer to girder(s)for truss to truss connections. ,e� -(ER R R lie
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. •��,,V P'\•�C E N •/4,"1
' \, •S�••• ',*i
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No 22839
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Walter P.Rnn PE No.22839
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mg• '
Design valid for use only with Ml lekS:connectors.This design is based only upon parameters shown,and h for an Individual building component,not
a truss system.Before use.the building designer roust verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individ u l truss web and/or chord members only.Additional temporary and permanent bracing MiTek_
Is always reguked for stability and to prevent collapse with possible personal krlrry and property damage. For general guldax:e regarding the
krtricatlon.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,059-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from buss Plate institute,218 N.Use Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610
r
Job Truss Truss Type I Oty Ply San Tropez
T8544738
9892T0 CJ32 Jack-Open 2 1
! Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:21 2016 Page 1
I D:?vaddQE XW VnN ml Sh6DjGdgzOE7e-j F5hhLGDSG375QRsaiXHsknalchhKcpJ W s075YzKH H4
2.9.3 i
2-9-3
2.12 12 ,
1 , Scale:1.5'=1'
2
A
r
3
er
3x4
I 2-9-3
2-8-13
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190
TCDL 10.0 I Lumber DOL 1.25 I BC 0.13 Vert(TL) -0.01 3-6 >999 180
BCLL 0.0 ' Rep Stress Incr YES I WB 0.00 Horz(TL) -0.00 2 rf/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9.3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=108/0-4-3,2=73/Mechanical,3=35/Mechanical
Max Horz 1=18(LC 8)
Max Uplift 1=-48(LC 8),2=-36(LC 8),3=-18(LC 8)
Max Gray 1=108(LC 1),2=73(LC 1),3=50(LC 3)
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=5.Opsi;BCDL=5.Opsf;h=25ft;B=45th L=241t;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;porch left and right exposed;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3.
,,,` 0111111u,
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No 22839
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Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE.
Design valid for use only with MllekSS connectors.this design k based only upon parameters shown.and Is for an Individual txrcomponentding component not .
a truss system.Before use,the balding designer must verify the applicability of design Ixxameters 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 regaled for stability and to prevent collapse with possible personal Injury and properly damage. Fax general guidance regarding the Parke East Blvd.
latxk:atlon,storage,delivery,erection and tracing of trusses and truss6904t
systems.seeANSI/IPI1 Quality Criteria,DSB49 and BCSI Building Component Tampa.04 F33610t B
Safety Information aval�
tle from'truss Plate Institute.218 N.tee Street Suite 312,Alexandria,VA 22314.
Job I Truss ITruss Type Qty Ply ( San Tropez
T8544739
9892T0 ICJ42 (Jack-Open '2 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:22 2016 Page 1
ID:?vaddQEXWVnNmlSh6DjGdgzOE7e-BRf3uhHrDaB_TZ02802WPyKmU01u333SIVmge zKHH3
2-9-3 I
2-9-3
Scale=1:10.7
4.24 12
2
,l►
0
li 1 , N
P.m/ V
2x4 II ,/ 3
M.
3x8 I
0-8-13 2-9-3
0-8-13 2-0-6
Plate Offsets(X,Y)-- [1:0-4-6,0-8-13]
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 8 >999 180
BOLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x6 SP No.2
REACTIONS. (lb/size) 2=45/Mechanical,3=23/Mechanical,1=148/0-4-15
Max Horz 1=28(LC 12)
Max Uplift 2=-21(LC 12),3.14(LC 12),1=-42(LC 12)
Max Gray 2=45(LC 1),3=31(LC 3),1=148(LC 1)
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=5.0psf;BCDL=5.Opsh h=2511 B=45ft;L=2411;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch left and right exposed;C-C
for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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 20.0pst 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. ,,,%1111I11Ih/g,
4)Refer to girder(s)for truss to truss connections. ♦ ER P 1,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. 0%-_,1).1/4-..........F/4 °,
.` . GEN '•. 4,"'e
ms
.•\, e. _.
No 22839
IT *: *. *
•
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r\ :
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• �i, s , �.
11 'ONA; �snni
Walter P.Finn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2OIS BEFORE USE. MI.
Design valid for use only with Milos coniroc lots.This design Is based only upon parameters shown,and is for an Individual building component not
a truss system.Before use.the building designer must verity the applicability of design[mita-tiers 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 aril 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,delivery,erection and bracing of mosses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Inas Plate Institute,218 N.Lee Street,Stile SI?.Alexandria.VA 22314. Tampa.FL 33610
Job I Truss Truss Type i Qty Ply San Tropez
T8544740
9892TO EJ04 JACK-OPEN 5 1
Job Reference(optional) i
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:22 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-BRf3uhHrDaB_TZ028Q2W PyKiiO?n333SIVmge_zKHH3
i
4-3-0 I
4-3-0
Scale=1:18.0
2 ,
6.00'12
5
m
d
co m
n
2X4 1 cu
1
el
IMO
1
3
4
3x4 II
4-3-0
f
4-3-0
LOADING(psi) SPACING- 2-0-0 ! CSI. DEFL. in (hoc) Udell lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.30 Vert(LL) 0.02 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 3-4 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a
BCDL 10.0 Code FBC2014/1 PI2007 Matrix-MS Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=162/0-5-8,2=112/Mechanical,3=49/Mechanical
Max Horz 4=73(LC 12)
Max Uplift 2.50(LC 12)
Max Gray 4=162(LC 1),2=112(LC 1),3=77(LC 3)
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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave—oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 4-2-4 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.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 100 lb uplift at joint(s)2. ,_toit1111lii , ,
���� 1 ER P. F/4,e•
%�P•�GENSa• 4/ i•
No 22839
*;• • :* .
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▪ . ;"STAB E!: F :I-
�
iiia,�0 N A`E�� os
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03 2015 BEFORE USE. it
I
Design valkf for use only with MlrekS)connectors.Itsls design k based only urx>n txxameters shown,and Is for an individual building cornponent.not
a truss system.Before use,the building designer must verify the applI ablIty of design paometors add properly Incorrx>rate tins design Into the overall
bulking design. Brracltg Indicated Is to prevent buckling of Individual Inns web and/or chord members only. Additional rem'xxary and txmnarant bracing MiTek.
Is always required to stability and to prevent collapse with possible personal Injury and properly damage. For general guidance rag rding the
fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available horn truss Plate Institute,218 N.Lee Street.kite 312,Alexardlria.VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty Ply San Tropez
T8544741
9892T0 EJ06 Jack-Open 7 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:23 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-fdCR51 IT_uJr5jbE i7aly9tpsQ12oW Ic_9VEAQzKHH2
6-0-0
6-0-0
Scale=1:22.6
2 •
6.00 12
6
o o_
5 m
3x4 II
4
ra
43x4= 3
6-0-0
6-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.16 3-4 >448 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 2 ala n/a
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:20 Ib 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=232/0-5-8,2=160/Mechanical,3=72/Mechanical
Max Horz 4=98(LC 12)
Max Uplift 2=-69(LC 12)
Max Gray 4=232(LC 1),2=160(LC 1),3=111(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=5.0psf;BCDL=5.0psf;h=25ft;B=45fh L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.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 100 lb uplift at joint(s)2. tot 111
�R 1111,III.�
‘ 0,,
.,Nr.•CEN �
s' ' ti�'
•
No 22839
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-a: :CC=
9 ;STAY F 14/
','111 ONA1"8/811/'eG00%�
Wafter P.Finn PE No.22839
Mfiek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 511-7473 rev.10/032015 BEFORE USE. ifit
Design valid for use only wilts MItekSD connectors.this design Is used only upon parameters shown,and is for an indlvkfual building component.not
a truss system.Before use,the building designer must verity the applicability of design txxameters 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 injury and property damage. Far general guidance regarding the
fabrication,storage,delivery.erecll rr and bracing of trusses and toss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate institute,216 N.lee Street,Stile 312,Aiexaxxdrta.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty I Ply I San Tropez
T8544742
9892T0 EJ16 Jack-Open 29 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:23 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-fdCR511T_uJr5jbEi7aly9tgGQIooW Ic 9VEAQzKHH2
6-0-0 i
I fi-0-0
Scale=1:20.7
z 111'
1 f6.00 riT
8
e
8, a,
7 tg
t
I ;
3
3x5 II
I
6-0-0
6-0-0
Plate Offsets(X,Y)-- [1:0-2-8,0-0-7]
LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 3-6 >951 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.17 3-6 >408 180
BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:201b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=237/0-5-8
Max Horz 1=86(LC 12)
Max Uplift 2=-62(LC 12),1=-1(LC 12)
Max Gray 2=157(LC 1),3=111(LC 3),1=237(LC 1)
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=5.0psf;BCDL=5.0psf;h=25ft B=45ft;L=241t;eave=oft Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(1)3-0-0 to 5-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.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. `_011111111/$1.
4) Refer to girder(s)for truss to truss connections. .% ^(ER P p le,
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. ,�%%:440...
,�1\-'.........
. N•• /4/ ,�
�.� ••• \'` E S S•• •.•
• i
No 22839
cc
0.` I TA'0'E. F :v-,1 :
i, ss
ie,WO N A�E?.`.
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/201S BEFORE USE. mil.
Design valid for use only with MIIekSJ connectors.this design is based only upon parameters shown.and Is for on individual building component.not
a truss system.Before use,the twiking designer must verify the applicability of design parameters and properly incorporate this design Into the overall
bolding design. Bracing Indicated Is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary un d permanent racing MiTek'
Is always requked for stability and to prevent collapse with possLle personal Injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPll Quality CrBarla,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Atexdndda,VA 22314. Tampa,FL 33610
Job i Truss Truss Type Qty 1 Ply I San Tropez
18544743
9892T0 EJ26 'Jack-Open j8 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 322561 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:24 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgzOE7e-BgmgJNJ51BRijtARFg5_U NPzBpaEXzYICpFniszKHH 1
1 5108 —I
5.10-8
Scale=1:30.8
2
6.00 12
6
5
3x411
. 1 m 1
IP th
MI
ICI1
►1
4 3
5x10 MT2OHS II
5-10-8I
5-10-8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.11 3-4 >624 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.15 3-4 >458 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.31 2 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20%
i
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 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) 4=227/0-5-8,2=160/Mechanical,3=67/Mechanical
Max Horz 4=136(LC 12)
Max Uplift 2=-87(LC 12),3=-4(LC 12)
Max Gray 4=227(LC 1),2=160(LC 1),3=110(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
' 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-9-12 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)All plates are MT20 plates unless otherwise indicated.
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. ,,11111111//„_
• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ♦,0 11 ER P p die
♦`♦�P''OEN • „tial
�♦, •• \.• SFS. ,,.
•• i
No 22839
•
13:.,A jr'.*(1) '¢'pi. TA�'E. :40-:
eilWONAt- N- ss
• "111111
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE g
Design valid for use only with Mlteir&connectors.This design is based only upon paranetets shown,and is rot an IndI'AdU rl bulding component,not
a truss system.Before use,the building designer must vedN the or plicabilily of design parameters and properly kicorporate this deskin Into the overall
bulking design. Bracing Indicated Is to prevent truckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NIA'
k'
Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the East Blvd.
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,
la,DSB-89 and BCSI Building Component Tampa.04 ParkeFL Et 0
Safely Information avdiable ble from truss Plate Institute,218 N.tee Street.Suite 312,Alexandria,VA22314.
Job Truss Truss Type IOty Ply San Tropez T8544744
9892T0 IEJ36 Jack-Open 11 I 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:24 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgz0E7e-BgmgJNJ51BRijtARFg5_U NP_W peCXzYICpFniszKHH 1
60-0 - -
I— 6-0-0
Scale=1:13.6
2 f •
3.00112 12
8
_ 7 4
O N
44
1 _I
i
C
3
3x4=
6-0-0
I .._-. I
6-0.0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.14 3-6 >498 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.16 3-6 >433 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=238/0-3-8,2=162/Mechanical,3=75/Mechanical
Max Horz 1=47(LC 8)
Max Uplift 1=-86(LC 8),2=-66(LC 8),3=-36(LC 8)
Max Gray 1=238(LC 1),2=162(LC 1),3=111(LC 3)
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=101 mph;TCDL=5.0psf;BCDL=5.Opsl;h=251t;B=4511;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;porch left and
tight 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 beating plate capable of withstanding 100 lb uplift at joint(s)1,2,3.
,t1111111///
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Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt
Design valid for use only with Mltek6 connectors.Ibis design Is based only upon parameters shown,axil is for an Indivkkral building component,not
a tnus system.Before tee,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 IndMdual truss web and/or chord members only. Additional ternrxxdxy 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
tab ricatbn.storage.delivery,erection and bracing of trusses and tr ss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bird.
Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type I Oty Ply San Tropez
T8544745
9892T0 EJ44 Jack-Open 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:25 2016 Page 1
ID:?vaddOEXW VnNml Sh6DjGdgzOE7e-c0KC W)KkW VZZK1 IdpYcD1 ayFDD 19GOovRT_.LEJzKHHO
I
4-0-0 I
4-0-0
Scale:3/4"=1'
2 ,
6.00 12 9 `,J
e
O+ N
N
N
1 '
1 N .
„ ,... 3
4x5= •
3x8 1''.
0-6-12 4-0-0 I
0-6-12 3-5-4
Plate Offsets(X,V)-- (1:0-0.0,0-1-15],11:0-2-9,0.6-3]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 3-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 3-8 >999 180
BCLL 0.0 • 1 Rep Stress lncr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:15 lb FT=20°6
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purtins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x6 SP No.2
REACTIONS. (lb/size) 2=87/Mechanical,3=44/Mechanical,1=184/0-3-8
Max Horz 1=57(LC 12)
Max Uplift 2=-43(LC 12),3.26(LC 12),1=45(LC 12)
Max Gray 2=87(LC 1),3=62(LC 3),1=184(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsi;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left
exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
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 will fit between the bottom chord frond andned for a iive any other members.ad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,`,�•VI ER ,P,�'Ie,�
4)Refer to girder(s)for truss to truss connections. , `Q�:,.........•/4/.t�/
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ,``�� :.• C E N, •...• **0
No 22839
*. :*
- * .
T.....5) j . TAy: F a
°°0 .(1..>al% ''Ti' „,,
Walter P.Finn PE No.22839
MITek USA,Inc.R Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
I
pill. ,
0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/032015 BEFORE USE.
Design valid for use only with MITek3)connectors.This design Is txrs<xd only upon p aramekxs shown,and Is for an Individual building component not
a truss system.Before use,the building designer must verity the or plicab ity al design rxsametors and properly incorrxxato this design into the overall
bl.Adkng design. Bracing indicated Is to prevent buckling of IrxdNkduxl truss web and/or chord members only. Additional temporary<nd permanent bracing MiTek”
is always required for stability and to prevent collapse with possible personal kyu ry and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Plate institute.218 N.Lee Street,Suite 312.Nexa drta,VA 72314. Tampa.FL 33610
alas'
Job Truss Truss Type Qty Ply San Tropez
T8544746
9892T0 F01 GABLE 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:26 2016 Page 1
I D:?vaddQEX W VnNmISh6DjGdgz0E7e-4Cuak3KMGphayBJpN F7SZoV RtdPg?tV2g7kunlzKHH?
0 8
1-1
Scale=1:19.9
3x4 II
.1 x4— 2 3 4 5 6 7 8 9 10
2 �11I o
N: _ _ _ _ .....
7
'i i OOi i•••:i Pi•04.0:'i Oi i:OJJ:i•JOO::::•:•: :!:.:•:::::::::: ::::k:•.1:.•i•.'.•:.❖i i.'.::.•.:i:K:::i'i❖:.:.ii4•
••0000000•.ii000•O�0.0�•OJi.i01�OD�i000 ii0000 i•000�•Di.1000....• ..........................................
20 19 18 17 16 15 14 13 12 11
3x4- 3x4 — 3x4 II
1.6-12t 2-10-12 I 4-2-12 I 5-6-12 I 6-10-12 I 8-2-12 I 9-6-12 I 10-10-12 I 12-1-0
1-6-12 1-4-0 1-4-0 1-4-0 1.4-0 1-4-0 1.4-0 1.4-0 1-2-4
Plate Offsets(X,Y)-- [19:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress!nor YES WB 0.04 Horz(TL) 0.00 11 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:57 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(tlat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 12-1-0.
(lb)- Max Gray All reactions 250 Ib or less at joint(s)20,11,19,18,17,16,15,14,13,12
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)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.
��0" /eR P. F ,iii
No 22839
r. *: :*
* ......-0: ' •cr
:13', :STATE: F .'"ER Z
C ^
ice', R` . ,
i
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ill
-///rl1111101
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-VAN*design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M11•7473 rev.10/01/2015 BEFORE USE. limit
Design valid for use only with Mitek?)connectors.This design Is based only upon paameters shown,and is for an indMdual bulkii ng 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. &acing indicated Is to prevent budding of individual truss web and/or chord members only. Acdditiorxal temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possble personal lnluay and property damage. For general guidance regarding tho 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPl l Quality Criteria,058.89 and BCSI Building Component
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610
Job TTruss Truss Type Qty Ply San Tropez
T8544747
9892T0 F02 Floor 14 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:26 2016 Page 1
ID:?vadd0EXW VnNmISh6DjGdgzOE7e-4Cuak3KMGphQyBJpNF7SZoVMgdGO?ny2g7kunlzKHH?
0-1-8
1-3-01-4-0
1-4-0
H ! I Scale=1:19.9
3x6=
1.5x3=
1 2
3 4 5 6
o ° °
5 o
i
I
i ___N.X .. — — .. X.
13 12 11 10 9 8 7
1.5x3 II 1.5x3 II
1-6-0 4-0-0 8.1.0i 10-7-0 I 12-1-0 I
j f
1-6-0 2-6-0 { 4.1.0 2-6-0 1-6-0
Plate Offsets(X,Y)-- [3:0-1-8,Edge],L4_0-1-8,Edge],[8:0-1-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.06 11-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.09 11-12 >999 240
BCLL 0.0 Rep Stress lncr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 ! Matrix-S I Weight:65 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(1lat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 14=645/0-5-8,7=651/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-14=-640/0,6-7=-645/0,1-2=-618/0,2-3=-1378/0,3-4=-1590/0,4-5=-1379/0,5-6=-617/0
BOT CHORD 12-13=0/1153,11-12=0/1590,10-11=0/1590,9-10=0/1590,8-9=0/1155
WEBS 6-8=0/821,1-13=0/795,5-8=-749/0,2-13=-744/0,5-9=0/331,2-12=0/331,4-9=-379/0,3-12=-379/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)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.
,ir11111111//,,,,
`
�s ,,P\,-.ER P. FAN,
Nr. •'GEN•' . 4'
No 22839
--
•
9 I` TAT F **-41./4:::
11,x//0 N AIiiiii�E��0
Walter P.Ann PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MI
Design valid for use only with Milekg connectors.this design Is based only upon parameters shown and Is for an kxrlvkAral buNding component.not I
a truss system.Before use,the building designer must verify the applicabllty 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 injury and properly damage. For general gukiance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from trims Plate Institute,218 N.lee Street,Suite 3I2.,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type ;Qty Ply I San Tropez
T8544748
9892T0 F03 Floor ,1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 a Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:27 2016 Page 1
ID:?vaddQEXWVnNmISh6DjGdgz0E7e-YPSyxPL16pHaLu?xzeh6?IXD1 ghkHHCvnTRJBzKHH
0-1-8
I- 1-3-0 I I 1-8-0 1-8-0
I Scale=1:19.9
1.5x3' 3x6= 1.5x3 I 1.5x3 H 3x6=
1 2 3 4 5 6 7
— 4714
7 0
7
_ _N..
i . • , .
15 14 13 12 109°
8
i.5x3 I 13x3 II
4-7-8
1-6-0i 4-1-8 4-4-8 { 5-11-0 I 7-3-8 I 8-10-8 i 9-8-0 I 12-1-0
1-6-0 2-7-8 0-3-0 1-3-8 1-4-8 1-7-0 0-9.8 2.5.0
0-3-0
Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[9:0_1-8,Edge],[10:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud I PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.03 14 >999 360 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.03 14 >999 240
BOLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 8 n/a Na
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:66 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-12,10-11.
REACTIONS. (lb/size) 16=383/0-5-8,8=249/Mechanical,11=663/0-4-15
Max Gray 16=392(LC 10),8=274(LC 7),11=667(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-16=-386/0,7-8=-273/0,1-2=-319/0,2-3=-600/0,3-4=-342/0,4-5=-266/0,
5-6=-266/0,6-7=-266/0
BOT CHORD 14-15=0/600,13-14=0/600,12-13=0/600,9-10=0/266
WEBS 4-11=-671/0,1-15=0/407,4-12=0/393,2-15=-382/0,3-12=-391/0,7-9=0/347,
4-10=0/328
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. ,,,�i111III1111g,,',
Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,�� �-c ER P ,! ,.
5)CAUTION,Do not erect truss backwards.
:,NP•'�GENSF••ti�':• °
•• • .,..
No 22839
• *: 1*
�
-a'• fes'\* •�,
'- /'TAT E. F .' tri:
:0=• '
i4,I�N A; ��
'`',`. .
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
i
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.100312015 BEFORE USE. 1
Design valkf for use only with MITelcD connectors.this design Is based only upon parameters shown,and is for an Indivkfu rl bolding component,not
a truss system.Before use,the t:xilding 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 irxlly due l truss web and/or chord members only. Additional tornporaly and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guId nce regarding the
fabrication storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IDI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information a vc4labie from Truss Plate Institute.218 N.lee Sheet.Suite 312,Alexaxxirla.VA 22314. Tampa.FL 33610
Job I Truss I Truss Type I Oty I Ply I San Tropez
785447491
9892T0 F04 Floor 5 1
,Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:27 2016 Page 1
ID:?vaddQEXWVnNmISh6DjGdgzOE7e-YPSyxPL_16pHaLu?xzeh6?1W01gKkG?CvnTRJBzKHH_
0-1-8
H 1-3-0 I I 1-10-12 I 1-10-4 I
I Scale=1:24.9
1.5x3= 1.5x3 II 3x6= 1.5x3 II 3x6=
1 2 3 4 5 6 7 8
0
e •• e a e
419 .4/- --. 4
./— —
• •
17 16 15 14 12 11 10 9
1.5x3 II 1.5x3 !I
4-10-8 12-1-8
4-6-0 11-10-8
I 1-6-0 4-1-8 }1-5-6, 7-4-12 l 8-9-4 , 10-1-12 I 11-7.8 11-9-14 I 13-6-0 I 15-0-0
1-6-0 2-7-8 d 3.1$ T 2-6-4 1-4-8 1-4-8 1-5-12 0.2.8 1-4-8 1-6-0
0-0-10 0-0-10
0-4-8 _— 0-3-0
Plate Offsets(X,Y)-- [2:0-1-8,Edgel,[6.0-1-8,Edge],[10:0-1-8,Edge],[15:0-1_8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 • Vert(LL) -0.03 16 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.04 16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 9 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:80 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.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing.
REACTIONS. (lb/size) 18=411/0-5-8,9=253/Mechanical,13=952/0-5-8
Max Gray 18=438(LC 3),9=285(LC 7),13=954(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-18=-431/0,8-9=-292/0,1-2=-37710,2-3=-721/0,3-4=-721/0,6-7=-293/0,
7-8=-293/0
BOT CHORD 16-17=01721,15-16=0/721,14-15=-22/597,13-14=-461/0,12-13=-461/0,11-12=0/293,
10-11=0/293
WEBS 5-13=-932/0,1-17=0/481,5-14=0/579,2-17=-468/0,4-14=-540/0,4-15=0/348,
8-10=0/383,5-12=0/434,6-12=-434/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3) Refer to 4) Recommend el de2x6 sttrongbackr(s)for truss to s truss
edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. `,sO%-/eR ,P,i!ie,�
Strongbacks to be attached to walls at their outer ends or restrained by other means. ��N V P•••GEN••�•A/�,
5)CAUTION,Do not erect truss backwards. •
No 22839
..:.-)J` 'W TAT E -O F: '
i
Walter P.Finn PE No.22839
MRek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
4 I MINN
mit
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Milekl)connectors.this design Is hosed only upon parameters shown.and Is for an kxtivk ual huildkng component.not
a truss system.Before use.the bulking designer must verify the applicability of design pcxanolors and property incorporate this design into the overall
bulling design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary cnd permanent bracing MiTek'
is always required for slab8lty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
labrk:atkxn.storage,delivery,erection and bracing of tresses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty I Ply San Tropez
T8544750
i
989210 F05 I Floor 2 I 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:28 2016 Page 1
I D:?vaddOEXW VnNml Sh6DjGdgzOE7e-ObOK91McoQxBBUTCUg9wiDahoRObTICL7RD?gezKHGz
0-1-8
H I 1-3-0 � 1-11-12 I 1-9-4
I I Stale=1:24.9
1.5x3= 1.5x3 II 3x6= 1.5x3 II 3x6=
1 • 2 3 4 5 6 • 7 8
• • I • 4
419 —r NV/_ R
•
•
17 16 15 14 12 11 10 9
1.5x3 I I 1.5x3 I I
4-10.8 12-1-8
4-6-0 11-10-8
I 1-6-0 I 4-1-8 4-5-14 7-5-12 I 8-10-0 I 10-2-12 11-7-8 11.1/.6 . 13-6.0 1 15-0-001
1-6-0 2.7.8 4• 2-7-4 1.4-8
1-4-8 1-4-12 0-2- 4 1-4-8 1-6-0
0-0-2 0-0-2
0-4-8 _._ - 0-3.0 —
Plate Offsets(X,Y)-- [2:0-1-8,Edge],[6:0-1-8,Edge],[10:0.1-8,Edge],[15:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 16 >999 360 MT20 244/190
i TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.04 16 >999 240
BCLL 0.0 Rep Stress Ina YES WB 0.28 Horz(TL) 0.01 9 Na n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:80 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(1lat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(fiat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 18=416/0-5.8,9=247/Mechanical,13=954/0-3-8
Max Gray 18=441(LC 10),9=282(LC 7),13=959(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-18=-434/0,8-9=-289/0,1-2=-380/0,2-3=-729/0,3-4=-729/0,6-7=-289/0,
7-8=-289/0
BOT CHORD 16-17=0/729,15-16=0/729,14-15=-14/598,13-14=-472/0,12-13=-472/0,11-12=0/289,
10-11=0/289
WEBS 5-13=-937/0,1-17=0/487,5-14=0/585,2-17=-474/0,4-14=-545/0,4-15=0/352,
8-10=0/378,5-12=0/432,6-12=-434/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to I 4)Recom mend r(s)strongbacks on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. ,`Ot: ER r truss to truss connections. iP I ?le
i
Strongbacks to be attached to walls at their outer ends or restrained by other means. Ns`Q.�. ........ . 4, •ice
5)CAUTION,Do not erect truss backwards. •Z ••
V. �G E S+ • �4' ••
�• •• \ 4 • 0
No 22839 •
*: .* -
. * :
_ �.) •�_
:9I.Og..jzi, F :-4'./•::
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
• Date:
May 3,2016
. mit t
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.1G/03f20I5 BEFORE USE.
Design valid for use only with Mltek8)connectors.1Ns design Is based only upon parameters shown,and Is for an Individual building component.not
a truss system.Before use,the tx4kfng designer must verify the applicability of design parameters and property krcorporato 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 Injury and properly damage. For general guidance regarding the
fabrication,n,storage.delivery.erection and bracing of trusses o nd tnus systems.seeANSI/IP11 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 22314. Tampa.FL 33610 - —
Job Truss I Truss Type Qty Ply San Tropez
T8544751
989210 F06 GABLE 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:29 2016 Page 1
ID•?vaddQEXW VnNm1Sh6DjGdgz0E7e-UnaiM4N EZk3?pe2020g9BQ7yOgRNC DDUM5yYN4zKHGy
Scale=1:40.3
3x6_ 3x6 FP= 3x4 11
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
y10
40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
3x4 II 3x4= 3x6 FP= 3x4 !1
1 1-6-12 1 2-10.12 1 4-2-12 15-6-12 16.10.12 8-2-12 1 9-6-12 110-10-12+ 12-2-12 113-6-12 114-10-12 116.2.12 17-6-12 118.10.12 120-2-12 121.6.12 122.10-121 24-1-8
1-6-12 1-4-0 1-4-0 1-4-0 1-4.0 1-4-0 1-4-0 1-4-0 1-4.0 1.4-0 1-4-0 1-4-0 1-4-0 1-4.0 1-4-0 1-4.0 1.4-0 1-2-12
Plate Offsets(X,Y)-- [39:0-1-8,Edge],[40:Edge,0-1-81
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - rl/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 39 ri/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:108 lb FT=20%F,11%uE
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 24-1-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,34,33,32,30,29,28,27,26,
25,24,23,22
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)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.
00)11111111/4
`,v% P�--CER P F/ �-
No 22839
*: .* -
- - * • -
z'n; 0 :1-
•::.' tTATE; F : ,
I.0,.•
1�� /ONAt- ��s.
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MlIelc>connectors.Ibis design is based only urxm parameters shown,and is for an Md lv dual building component.not
a truss system.Before use,tine building designer must verily lire at 441cablity of design parameters and properly Incorporate this design into the overall
building ng design. (racing indicated Is to prevent buckling Cl Individual truss web and/or chord members only. Ad rillonal 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 6904 Parke East Blvd.
kialcatkm,storage,delivery,erection arxf bracing of trusses and huts systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component
Safety Information available from Truss Plate institute-218 N.Lee Street,Suite 312•Alexandria,VA 22314. Tampa.FL 33610
I Job Truss Truss Type I Qty Ply 1 San Tropez
T8544752 .
9892T0 I F07 FLOOR 5 1
i ;Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:30 2016 Page 1
ID:?vaddOEXWVnNmlSh6DjGdgzOE7e-yz85ZQNsK1 BsRodac5COkefyoEb..xW4ebIi5vWzKHGx
11--1 I 11-9-4 I.0-7-80- 1-10-4 I
Scale=1:40.6
Special
4x6= 3x6 FP= 4x6= 5x6= 1.5x3 I; 1.5x3 II 3x6=
1 2 3 45 6 7 8 9 10 ii 12 13
N_/ ./Nri \./ X /k/ N /'_,NI g
28 27 26 25 24 23 22 21 20 19 18 17 16 15 14
4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6=
4x6
19-3-424-1-8
I19-3-4 i 4.10.4
Plate Offsets(X,Y)-- [1:Edge,0-1-81,12:0-1-12,Edge],[4:0-1-8,Edge],[5:0-1-8,Edge],[10:0-2-12,Edge],[15:0-1-8,Edge],[16:0-1-8,Edge],[26:0-1-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.27 23 >848 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.42 23 >545 240
BCLL 0.0 Rep Stress incr NO WB 0.70 Horz(TL) 0.06 17 rVa n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:125 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
7-13:2x4 SP No.1(flat) except end verticals.
BOT CHORD 2x4 SP SS(flat)"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
14-19:2x4 SP No.2(flal) 6-0-0 oc bracing:17-18,16-17,15-16.
WEBS 2x4 SP No.3(tlat)
REACTIONS. (lb/size) 28=2219/Mechanical,14=41/Mechanical,17=1591/0-5-8
Max Uplift 14=-151(LC 3)
Max Gray 28=2222(LC 10),14=203(LC 4),17=1593(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-28=-2214/0,1-2=-1005/0,2-3=-2495/0,3-4=-3373/0,4.5=-3706/0,5-6=-3649/0,
6.8=-3083/0,8-9=-1966/0,9-10=-259/0,10-11=-120/379,11-12=-120/379,
12-13=-120/379
BOT CHORD 26-27=0/1900,25-26=0/3058,24-25=0/3706,23-24=0/3706,22-23=0/3706,21-22=0/3489,
20-21=0/2652,18-20=0/1255,17-18=-928/0,16-17=-928/0,15-16=-379/120
WEBS 10-17=-1679/0,1-27=0/1338,2-27=-1245/0,2-26=0/827,3-26=-784/0,3-25=0/503,
4-25=-642/0,10-18=0/1474,9-18=-1391/0,9-20=0/1002,8-20=-966/0,8-21=0/609,
6-21=-574/0,6-22=0/412,5-22=-484/241,5-23=-301/247,13-15=-495/156,10-16=0/889, 0%111111/g/
11-16=-373/0 ,,..1`P\SER P. F�/,,,
NOTES- ♦ •
♦, Nr..'\GENS.'•.ti ••
1)Unbalanced floor live loads have been considered for this design. , • \' °00
2)All plates are 3x4 MT20 unless otherwise indicated. No 22839 0
3)Refer to girder(s)for truss to truss connections. ••
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 14. ;
Job Truss I Truss Type Oty Ply I San Tropez
T8544753
9892T0 FO7A FLOOR 1 1
i Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:30 2016 Page 1
p 7 g ID:?vaddQEXWVnNmISh6DjGdgzOE7e-yz85ZQNsK1BsRodacSCOkelynEbzxW3ebli5VWzKHGx
1�3�
i _1-9-,_ I—� 1-10-4
I
Scale=1:40.6
Special
4x6_ 3x6 FP= 4x6= 5x6= 1.5x3 II 1.5x3 I I 3x6=
I 2 3 4 5 6 7 8 9 10 1112 13
e v
N /�N ./•NZ a� •N/• 6 e7_
el
6-
28
28 27 26 25 24 23 22 21 20 19 18 17 16 15 14
4x6= 4x6= 1.5x3 II 1.5x3 I I 3x6 FP= 4x6= 3x6=
4x6=
193.424-1.8
19.3.4 I 4-10-4
Plate Offsets(Xy)-- [1:Edge,0-1-8],[2:0-1-12,Edge],[4:0-1.8,Edge],[5:0-1-8,Edge],[10:0-2-12,Edge),[15:0-1-8,Edge],[16:0-1-8,Edge],[26:0-1-12,Edge],[28:Edge,0-1-8]
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.27 23 >847 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.42 23 >544 240
BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.06 17 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:125 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
7-13:2x4 SP No.1(flat) except end verticals.
BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
14-19:2x4 SP No.2(tlat) 6-0-0 oc bracing:17-18,16.17,15-16.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 28=3121/Mechanical,14=41/Mechanical,17=1592/0-5-8
Max Uplift 14=-151(LC 3)
Max Gray 28=3124(LC 10),14=203(LC 4),17=1593(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-28=-3116/0,1-2=-1004/0,2-3=-2495/0,3-4=-3373/0,4-5=-3705/0,5-6=-3648/0,
6-8=-3082/0,8-9=-1965/0,9-10=-258/0,10-11=-119/379,11-12=-119/379,
12-13=-119/379
BOT CHORD 26-27=0/1900,25-26=0/3058,24-25=0/3705,23-24=0/3705,22-23=0/3705,21.22=0/3489,
20-21=0/2651,18-20=0/1254,17-18=-929/0,16-17=-929/0,15-16=-379/119
WEBS 10-17=-1680/0,1-27=0/1337,2-27=-1246/0,2-26=0/827,3-26=-784/0,3-25=0/503,
4-25=-642/0,10-18=0/1474,9-18=-1391/0,9-20=0/1002,8-20=-966/0,8-21=0/609,
6-21=-574/0,6-22=0/412,5-22=-484/241,5-23=-301/247,13-15=-495/156,10-16=0/889, ♦%11111111I/
11-16=-373/0 ���JP�(ER•P. Fit��,
NOTES- ��,
Nr.**\GENS'••••+ epi
• 1)Unbalanced floor live loads have been considered for this design. �� • �' •
2)All plates are 3x4 MT20 unless otherwise indicated. N 0 22839
3)Refer to girder(s)for truss to truss connections.
•
•
• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 14.
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. r
Strongbacks to be attached to walls at their outer ends or restrained by other means. -0 •f1 i •Cr Z
6)CAUTION,Do not erect truss backwards. i 4.' ITAIIF ‘rJ
LOAD CASE(S) Standard ••i� s•: R -.P+l`,• ��
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 -,i ss 4-di
......... `Q�`
Uniform Loads(plf) 't,,/0N At-v„, O
Vert:14-28=-10,1-13=-100111111110`,
Concentrated Loads(Ib)
Vert:1=-2127 Walter P.Finn PE No.22839
MRek USA,Inc.R Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10M3/2018 BEFORE USE. mem
Design valid for use only vAtis Mtleka)connectors.this design is based only upon parameters shown.and is tot cn k,dMdr,l building component.not
a truss system.Before use,the bulking designer must veiny the applIcablity of design parcxneters and rxe txnly incorrxxate ihls design into the overall
bulking design. Bracing Indicated Is to prevent buckling of IndlvIdual truss web and/or chord members only. Additional ternporcxy and permanent bracing MiTek,
is always required for stability and to prevent collapse with possible personal kltusy and properly damage. lot general guidance regarding the
• fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPIl 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
i
Job Truss Truss Type Qty Ply San Tropez
T8544754
9892T0 �FOB Floor 15 1
I i Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:31 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-QAhTnmOV5LJj2yCnApjdGrC4seuhgzenpPRtRzzKHGw
1301108 110 78 0-1,8
Scale=1:33.1
4x6= 4x6=
Special
4x6= 4x6= 3x6 FP= 1.5x3=
1 2 3 4 5 6 7 8 9 10
0
\' I�� �► • •\/N
�. � LIT 23
X /o a
22 21 , 20• 19 18 17 16 15 14 13 12
4x6= 4x6= 1.5x3 I I 1.5x3 .1 3x12 M18SHS FP= 4x6= 4x6=
19-6-0
I 19-6-0
Plate Offsets�X,Y)-- [1:Edge,0-1-81,[4:0.1-8,Edge],[5:0-1-8,Edge1,[10:0-1-8,Edge] —
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
1 TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.34 17 >685 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Ver1(TL) -0.53 17 >438 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.08 11 rVa n/a ',
BCDL 5.0 Code FBC2014/TP12007 Matrix-S I Weight:101 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP SS(flat)`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
11-15:2x4 SP No.1(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 22=2284/Mechanical,11=1053/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.22=-2275/0,10-11=-1047/0,1-2=-1075/0,2-3=-2691/0,3-4=-3697/0,4.5=-4143/0,
5-6=-4159/0,6-7=-3702/0,7-9=-2689/0,9.10=-1078/0
BOT CHORD 20-21=0/2035,19-20=0/3312,18-19=0/4143,17-18=0/4143,16-17=0/4143,14-16=0/4062,
13-14=0/3320,12-13=0/2032
WEBS 1-21=0/1431,2-21=-1336/0,2-20=0/912,3-20=-863/0,3-19=0/595,4-19=-792/0,
4-18=-111/296,10-12=0/1391,9-12=-1327/0,9-13=0/914,7-13=-877/0,7-14=0/532,
6-14=-501/0,6-16=-72/371,5-16=-417/384,5-17=-400/198
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
,01.111/11.,/,,
3)All plates are 3x4 MT20 unless otherwise indicated. ,,�•���eR P F4 0,�
4)Refer to girder(s)for truss to truss connections. ♦ Q�,.• •" . �/w���
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. ,�� V. �G E IV S+'•.•'i/ •�
strongbacks to be attached to walls at their outer ends or restrained by other means. •� F • 0-
6)CAUTION,Do not erect truss backwards. No 22839
•,;,.
LOAD CASE(S) Standard = *'•
1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 - • ',.*
Uniform Loads(pit) • 'O • •CC Z
Vert:11-22=-10,1-10.100 :*••-53 1,;(
TAI. . F •-
Concentrated Loads(Ib) 1.•x,00 fRb p, ,td4::
Vert:1=-1225 ♦ I.4 % "-'"-
Walter P.Rnn PE No.22839
MfTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 --
WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.1003/2015 BEFORE USE. mit
Design valid for use only with MI Ieki)connectors.This design Is based only upon parameters shown.and Is for on individual heeding component,not f
a truss system.Before use.the building designer must verify the applicability of design ixxaneters and properly incorporate this design into the overall
bullring design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addltlonal temporary and permanent bracing MITek
, B 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 of trusses and Baas systems,seoANSI/1PI l Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from inns Plate institute,218 N.tee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply I San Tropez
T8544755
9892T0 F09I Floor ,3 1
I I IJob Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:32 2016 Page 1
I D:?vaddQEXW VnNmlSh6DjGdgzOE7e-vMFr_6P7sfRag6nzj W Esp31IP2FDPQBx23BCZPzKHGv
0-1-8
H -3- 1 1-10-8 1I 0-7-8 B1 Sc21b8=1:33.0
4x6= 4x6= 4x6=
1.5x3= 4x6= 3x6 FP= 1.5x3=
1 2 3 4 5 6 7 8 9 10
e
0�\ N /. . . .: .. II 24
N
Na.
x 40"
23 m
►_
21 20 19 18 17 16 15 14 13 12
4x6= 4x6= 1.5x3 II 1.5x3 II 3x12 M18SHS FP= 4x6= 4x6=
I 19-6-0 - I
19-6-0
Plate Offsets(X,Y)-- [1:Edge,0-1-81,[4:0.1-8,Edge],[5:0-1-8,Edge1,[10:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.34 17 >687 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.53 17 >439 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.08 11 rite n/a
BCDL 5.0 Code FBC2014/TPI2007 I Matrix-S Weight:101 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(ilat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP SS(flat)'Except' except end verticals.
11-15:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 22=1053/0-5-8,11=1053/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-22=-1046/0,10-11=-1047/0,1-2=-1077/0,2-3=-2690/0,3-4=-3697/0,4-5=-4143/0,
5-6=-4159/0,6-7=-3702/0,7-9=-2689/0,9-10=-1078/0
BOT CHORD 20-21=0/2033,19-20=0/3312,18-19=0/4143,17-18=0/4143,16-17=0/4143,14-16=0/4062,
13-14=0/3320,12-13=0/2032
WEBS 1-21=0/1391,2-21=-1330/0,2-20=0/913,3-20=-865/0,3-19=0/595,4-19=-792/0,
4-18=-111/296,10-12=0/1391,9-12=-1327/0,9-13=0/914,7-13=-877/0,7-14=0/532,
6-14=-501/0,6-16=-72/371,5-16=-417/384,5-17=-400/198
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are
0 plates unless
e indicated.
3)All plates are 3 4 MT20 unless otherwise ind indicated. ,�%' -�( .R 'P, IIIA
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. ��``Q.r-...••••.. //y ,j
Strongbacks to be attached to walls at their outer ends or restrained by other means. �% V C E N S�'•.2 ''.
.% •��\, F -
•
No 22839
•
1•13,,,,,,„):'• �•. TAI:E� F 't .
1, ONAL ON
Walter P.Finn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Palle East Blvd.Tampa FL 33610
Date:
May 3,2016
I
0 WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MI•Design valid for use only with Mitek3�connectors.Ns design is based only upon pxralneters shown,and is for an individual b ding component not
a truss system.Before use.the balding designer must verify the applicability of design pxxarpeters and properly Incorporate this design Into the overall
building design. Brachg Indicated Is to prevent buckling of Ind Mduwl truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
Is always required for stability and to prevent collapse with posst ie personal iniuy a d property damage. For general gulaknce regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 QuaNty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information availablefrom Toss Plate Institute,216 rxhla,N.Lee Street.Suite 312.AlexaVA 71314. Tampa.FL 33610
Job Truss Truss Type !Qty I Ply San Tropez
18544756
9892T0 F10 Floor1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:32 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-vMFr_6P7s1Rag6nzjW Esp3IHD211PUsx23BCzPzKHGv
0-1-8
H I 1-3.0 I O`-�' 0117
i 1-11-8 e8
Smote
=1:22.4
3x6
1.5x3=
1.5x3= 4x6 1.5x3 II
1 2 3 4 5 6 7
• I -
17
16 'IN\ 4
Y
—N_41/ \_/ \.47
ill
.* 14 13 12 11 10 9
4x6= 1.5x3 II
13-4-0
F13.4.0
Plate Offsets(X,Y)-- [4:0-1-8,Edgel,[7:0-1-8,Edge],[9:0-1-8,Edge],[13:0-1-8,Edge],[14:0-1-12,Edge]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.18 11-12 >885 360 MT20 244/190
1 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.27 11-12 >580 240
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 8 n/a n/a
BCDL 5.0 Code FBC2014(TPI2007 Matrix-S Weight:70 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP SS(tlat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 15=713/0-5-8,8=713/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-15=-680/0,7-8=-710/0,1-2=-653/0,2-3=-1716/0,3-4=-1716/0,4-5=-1907/0,5-6=-1609/0,6-7=-692/0
BOT CHORD 13-14=0/1344,12-13=0/1716,11-12=0/1716,10.11=0/1919,9.10=0/1289
WEBS 7-9=0/891,6-9=-831/0,6-10=0/444,5-10=-432/0,4-11=-74/342,4-12=-282/0,1-14=0/840,2-14=-961/0,
2-13=0/899,3-13=-512/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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.
sso`�ER.%111111'P/F ei
��Nr..* ',EN•• ile •
.,� •• \'\ S�••• 10
No 22839
• —
• .r >fI
�
n
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•
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Citi�•�N At- t.�
Wafter P.Finn PE No.22839
MITek USA,Inc.R Ceti 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 ray.10103/2015 BEFORE USE. 1
Design valid for use only motet Mitekty connecters.This design Is based only upon parameters shown,and Is lot an Individual bulking component,not
a tmrss system.Before use.the building designer must vedry the appilcabltty of design rxiarneters and properly Incorporate this design Into the overall
twitting design. teacksg indicated Is to prevent buckling of indivklual talcs web and/or chord members only.Additional temporary and permanent txacing MiTek'
B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the: 6904 Parke East Blvd.ktbrlcatbn.storage,delivery,erection and bracing of trusses and truss systems,seoQuality ality Criteria.DSB-89 and BCSI Building Component
Safety Information available frau truss Plate institute,'218 N.tee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 ____I
Job Truss Truss Type Qty I Ply j San Tropez
T8544757
9892T0 F11 FLOOR 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:33 2016 Page 1
I D:?vaddOEXW VnNmISh6DjGdgzOE7e-NYpDCSQtdyZQIGM9HD15MGHaxSks8zz4HjwmW rzKHGu
0-1-8
4-0
H I 130 I 1-0-8 o-� I
Scale=1:18.2
1.5x3 II 1.5x3 II 3x6 I I
1 2 3 4 5 6 7
I
•
' N
• \X/I
14 - '
1.5 X
! ZQ
• ► t-
12 11 10 9 8
1..----
3x6= 1.5x3 I!
9-3-8 9-7-8
I 9-3-8 0-4-0
Plate Offsets(X,Y)-- [10:0-1-8,Edgel,[11:0-1-8,Edge]
LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vett(LL) -0.03 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.04 9-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) -0.00 7 ri/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:54 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=495/0-3-8,7=501/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-13=-490/0,1-2=-442/0,2-3=-933/0,3-4=-933/0,4-5=-933/0,5-6=-498/0,6-7=-501/0
• BOT CHORD 11-12=0/818,10-11=0/933,9-10=0/790
WEBS 7-9=0/648,1-12=0/566,2-12=-523/0,2-11=0/279,5-9=-397/0,5-10=0/279
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
• 5)CAUTION,Do not erect truss backwards.
•
• ,`,,%%%I1111fffg�,,
le
,,.`�`�P-;G E•N r3F"ti• •
,••
. No 22839 L
.• :STAY E. F ''4'1:
C? .
• Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
• May 3,2016
• 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. Mt
Design valid tor use only with Miteki)connectors.this design is based only upon parameters shown.and Is for an individual building component.not
a truss system.Before use,the building designer must verity 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 iMiTek.
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.
ktand rlcatlon,storage,delivery,erection abra dng of trusses and truss systems,seoANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 3 Pl.Alexandria,VA 22314. j Tarrpa.FL 33610
iI
{ Job I Truss Truss Type Qty ,Ply l San Tropez T8544758I
989270 F12 FLOOR GIRDER 1 1
Job Reference(optional) 1
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:33 2016 Page 1
ID?vaddQEXWVnNmISh6DjGdgz0E7e-NYpDCSQIdyZOIGM9HD15MGHV1 Sm78OK4HjwmWrzKHGu
1-1-0 1-3-0
I I
3x4 I I 6 2 3x4= 3 3x4 II
Scale=1:8.2
III rpprAdopi4hihihih._ ,q111......
4
EINMENININMEINEIMIMIKiii
" 3x6=
5 4
3x6=
2-10-0
I
2-10-0
Plate Offsets(X,Y)_ [1_Edge,0.1.8] —
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.00 5 '"'• 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.01 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 4 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:18 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins,
BOT CHORD 2x4 SP No.2(tlat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=444/0-3-8,4=706/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-473/0
BOT CHORD 4-5=0/315
WEBS 2-4=-384/0,2-5=-403/0
NOTES-
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads Vert:4(5=-10,1-3=-100 ,�i%"--ER ,P,Pee,�
Concentrated Loads(Ib) �%V P••�,E N.......
• •'4/,1
Vert:3=450 6=-415 •
,`� .•\r\ s ..•• moi.'
No 22839
:'S3•1. ( TAY F t :
•:, ATee. ��
'slim I'toot
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Wordydesign parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MM7473 nv.10/03/2016 BEFORE USE. NI
Design valid for use only with Mllckas connectors.This design Is bused d curly upon parameters shown,and Is for an In dMdual building component.not
a truss system.Before use.the building designer must verify IIx;ap4.11cublilty of design parameters and properly Incorporate this design Into the overall
bulking design. Brachg 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 collgxe with possible personal kern/and property damage. For general guidance regarding the
lubrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.OSB-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 Qty Ply San Tropez
T8544759,
9892T0 F14 Floor Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:34 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgzOE7e-rlNbPoRNOGhHvPxMrxGKuUggVr_OtLhDW NgJ2HzKHGt
0-1-8
1-3-0 0-7-8 1-11-8 01118
H II I-i 1 I Scale!.1:22.4
4x6=
4x6=
1.5x3= 5x6= 1.5x3 II 3x4= 3x4 = 1.5x3=
1 2 3 18 43x4= 5 6 7
•
•\ •
17
il6 ^ 1 N ra
j • '1
410.2,
M= 14 13 12 11 10 9
3x4= 4x6= 5x6= 1.5x3 II 3x4= 3x4= 4x6= 3x4=
13-4-0
I13-4.0
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge1,[7:0.1-8,Edge],[13:0-1-8,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.17 11-12 >946 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.25 11-12 >619 240
• BCLL 0.0 1 Rep Stress Ina NO WB 0.60 Horz(TL) 0.03 8 rVa n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:70 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP SS(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP SS(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 15=959/0-5-8,8=811/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-15=-933/0,7-8=-807/0,1-2=-938/0,2-3=-2394/0,3-4=-2394/0,4-5=-2426/0,5-6=-1920/0,6-7=-803/0
BOT CHORD 13-14=0/1857,12-13=0/2394,11-12=0/2394,10.11=0/2324,9-10=0/1504
• WEBS 7-9-0/1035,6-9=-974/0,6-10=0/580,5-10=-561/0,5-11=0/312,4-11=-286/110,1-14=0/1210,2-14=-1278/0,
2-13=0/1256,3-13=-885/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
• LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 `,,1111111II/g1�,,
Uniform Loads Vert:8-15)-10,1-7=-100 ii,N,,P• �-.... P•.�fti�,ie
Concentrated Loads(lb) `�' Nr:.'• Cj E N S •. 4' 0• i
Vert:18=-344 •: �.•
• No 22839
*: 1* :
;'w�TAT. F r/ .47
4Iigfi111111111
Walter P.Finn PE No.22839
1 MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
r t
0
WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MN-7473 rev.100312015 BEFORE USE. mil. ,
Design valid for use only vAln Mtek4)connectors.1Ns design is based only upon paanetes 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
building design. Bracing Indicated Is to prevent buckling of Irxfivtdurl truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always requited for stability and to prevent collapse with possible personal 1'tkay and properly damage. For general guidance regarding the I
fabricati n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird.
Safety Information available from Inss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
,
Job I Truss Truss Type Oty Ply 1 San Tropez
T8544760
989270 FG01 Flat Girder 1I
I 3 'Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:35 2016 Page 1
ID:?vaddQEXWVnNmISh6DjGdgz0E7e-Jxx_d8R?9Zp8XZWYPenZRhMn_FIVcjTNk1 PsakzKHGs
3-4-9 1 6-0-0 9-3-15 12-7-13 l 15-8-15 1 18-10-0 119.11-0
3-4-9 2-7-7 3-3-15 3.3-15 3-1-1 3-1-1 1-1-0
Scale=1:35.5
Special
Special THD26 THD26 THD26 Special
4x10= THD26 3x6= 2x4 I, 5x6=3x4= 3x8= 5x12=455=
1 THD26 24 3 19 THD26 4THD26 5 6 THD26 7 PO THD26 8 9
, 1
ill "-;1 El„....... ..v........„......„......<1 •
/ \
�e `s
17 16 15 14 13 12 1110
18 3x6= 5x6
3x8 MT2OHS I I 4x10= 4x6_ 7x14 MT2OHS= 8x14 M18SHS=
4x10= Special
3-4-9 6-0-0 9-3.15 { 12-7-13 I 15-8-15 t 18-10-0 I19-11-0
I 3-49 i 2-7-7 I 3-3-15 3-3-15 3-1-1 3-1-1 1-1-0
Plate Offsets(X,Y)-- [1:Edge,0-1-12],[2:0-1-12,0-1-8],[3:0-2-12,0-1-8],[7:0-3-0,0-1-8],[8:0-6-0,0-1-8],[10:Edge,0-4-12],[12:0-1-12,0-2-0],[13:0-1-12,0.1-8],[16:0-1-12,0-1-8]
x[17:0-3-0,0-1-12] _ --
LOADING(psi) SPACING- 2-0-0 CSI. I DEFL. in (lac) Vdefi L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.26 13-14 >890 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.50 13-14 >470 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) 0.08 10 ria n/a M18SHS 244/190
BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:425 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.6 oc purlins,
BOT CHORD 2x6 SP SS except end verticals.
WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
9-10:2x6 SP No.2,1-17,7-13,8-12:2x4 SP No.1,2-16:2x4 SP No.2
REACTIONS. (lb/size) 18=6789/0-5-8,10=14709/0-5-8 (req.0-5-13)
Max Uplift 10=-1436(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-18=-6603/0,1-2=-10803/152,2-3=-18832/716,3-4=-22518/925,4-6=-22518/925,
6-7=-21547/972,7-8=-16273/946,8-9=-1002/120,9-10=-929/167
BOT CHORD 16-17=-152/10803,14-16=-716/18832,13-14=-972/21547,12-13=-946/16273,
11-12=-613/6224,10-11=-613/6224
WEBS 1-17=-185/12222,2-17=-6216/83,2-16=-701/9875,3-16=-5667/447,3.14=-246/4231,
4-14=-2768/112,6-14=0/1114,6-13=-3218/60,7-13=38/6169,7-12=-5726/130,
8-12=-389/11755,8-11=-988/4305,8-10=-12595/1190
NOTES- ,`1111111111///i,,
1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: ,NO ,1 ERP p�A,.it,��
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ��. bPv... E N..•/4 ,�
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc. • V\ SF•S•.• ,•0
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to No 22839
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
•
3)Wind:ASCE 7-10;Vult=13Omph(3 second gust)Vasal=101mph;TCDL=S.Opsf;BCDL=3.Opsh h=25ft;B=45it L=24ft;eave=oft;Cat. •
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-9,Interior(1)3-4-9 to 19-8-4 zone;C-C for •
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -0 • r I/ •�f�
4)Provide adequate drainage to prevent water ponding. : `.' i TAT& F •
:j,�:
5)All plates are MT20 plates unless otherwise indicated. '4�
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •00C--4,4. d'R4% ~.,'',,�
7)•This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •j S1 •... ....•• .•• `O`•
will fit between the bottom chord and any other members. "F S"O .. ``�,,
8)WARNING:Required bearing size at joint(s)10 greater than input bearing size. ��/'01111110"
111
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1436 lb uplift at joint 10.
10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-4 from Walter P.Finn PE No.22839
the left end to 17-9-4 to connect truss(es)to front face of top chord. MITek USA,Inc.FL Cert 6634
11) Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1900 lb down and 407 lb up at Date:
6-0-12 on top chord,and 6817 lb down and 1461 lb up at 18-10-0 on bottom chord. The design/selection of such connection May 3,2016
Cont. _••=r.1dd� 2resDonsibilityof others.
a
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NS
Design valid for use only with Mllek&connectors.This design Is based only upon parameters shown,and B Ior an individual building component,not
a truss system.Before use,the fwMdIng designer must verity the applicability 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.Additiorxi temporary and permanent tracing MiTek"
Is always required for stability and to prevent collapse with possible personal Yilrsy and property damage. For general guidance regarding the
}
fabrication,storage,delivery,erection and tracing of tresses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-99 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from less Plate Institute,218 N.lee Street,Salle 312,Alexanchkt,VA 71314. Tampa.FL 33610
1 ._1
Job Truss Truss Type !Qty Ply San Tropez
T8544760
9892T0 FG01 Flat Girder 1
3 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:35 2016 Page 2
ID:?vaddOEXWVnNmISh6DjGdgz0E7e-Jxx_d8R79Zp8XZWYPenZRhMn_.FIVcjTNk1 PsakzKHGs
NOTES-
13)Special hanger(s)or other connection device(s)shall be provided starling at 0-1-12 from the left end to 19-9-4 sufficient to connect truss(es)to front face of top chord.
The desigrVselection of such special connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Root Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-224,3-9=-824,10-18=-10
Concentrated Loads(Ib)
Vert:3=-1900 11=-6817
� I
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Mltek59 connectors.this design Is based only upon parameters shown,and is for on i ndlddkx>I building component,not
a truss system.Before use,the building designer must verify the applicability of design pxxarrreters 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 I n(uy and property damage. For general guidance regarding the
fabricatbn,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 71314. Tanga.FL 33610
Job Truss Truss Type Qty Ply San Tropez
T8544761
9892T0 FG02 FLAT GIRDER 1
2 I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:35 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-Jxx_d8R?9Zp8XZW YPenZRhMtJ FMAcIrNk1 PsakzKHGs
1-2-124'8'15 --- 8.1-5 I 11-6.8 _- -I
- _—
1-2-12 3-63 3"4"7 3-53
Special indicates that not all hangers Scale=1:19.4
Special have been designed. (Typical). 3x8—
2x4 I 3x4=
1 3x4-= 2 3x6= 3 4 5
,_ — • I
1 1
I— ---F
•
jl1 —
_ a _
'.312 3x5= 13 14
10 11 NAILED NAILED
2x4 I' NAILED x10=
9 NAILED 6
3x4 = 2x4 II
NAILED
1-0-0 1r2-12 4-8-15 I 8-1-5 I 11-6-8 I
1-0-0 0 2-1 3-6-3 3-4-7 3-5-3
Plate Offsets(X,Y)-- [2:0-2-4,0-1-8],[7:0-1-12,0.1-8]
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.03 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(TL) -0.08 7-8 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(TL) 0.01 6 rVa n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:132 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.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 6=2481/0-5-8,9=3479/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2775/0,3-4=-2775/0,4-5=-2827/0,5-6=-2293/0
BOT CHORD 7-8=0/2827
WEBS 1-9=-260/172,2-9=-2991/0,2-8=0/3344,3-8=-1400/0,4-7=-1417/0,5-7=0/3200
. NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. ,,>►%I/II 111111.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,`%i -'1 .R P F�ie,�
4)Provide adequate drainage to prevent water ponding. `� `Q�•. E••• •. �/ ,j
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� v•• s0 Ns••••+ •
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 •� ••• F •• a
will fit between the bottom chord and any other members. No 22839
7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. •• * • •�
Building designer must review loads to verify that they are correct for the intended use of this truss. r.
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)475 lb down and 94 lb up at "Q•f ;Q
0-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. i1 ±� TATE F t��
P • k
LOAD CASE(S) Standard
I.0% '' R;4 ;rr�`,�
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 e C ss• •........
•••••••. `(
Uniform Loads1(5If)411,6-10=-10 '4�,ONA�`; •0%•,
VertConcentrated Loads(lb)
Vert:1=-475 8=-149(F)11=-149(F)12=-149(F)13=-149(F)14=-151(F) Walter P.Finn PE No.22839
2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MITek USA,Inc.FL Cert 6634
• Uniform Loads(plf)
6904 Parke East Blvd.Tampa FL 33610
Date:
Vert:1-5=-357,6-10=-10
May 3,2016
j:nntinued on nane 2 r
mit
0 WARNING-Verify dsslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 nv.10'032016 BEFORE USE.
Design valid for use only with Meek&connectors.this design Is based only upon parameters shown.and Is Ion an indivklu al building component,not
a tr ss system.Before use,the building designer must verify the applicability of design parameters OW/prof/oily Incorlwrato this design Into the overall
building design. Bracing indicated Is to prevent buckling of IrrdMdual truss web and/or chord members only.Additional tempxxary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal terry and property damage. I or general guidance regartlng the 6904 Parke East Blvd.
fabrication.storage.delivery,erection and tracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component
Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. I Tampa.FL 33610
Job Truss Truss Type I Qty Ply I San Tropez
T8544761
9892T0 FG02 FLAT GIRDER 1 I 2
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:35 2016 Page 2
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-Jta_d8R?9Zp8XZ W YPenZRhMWJFMAcIrNkt PsakzKHGs
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:1=-3898=-130(F)11=-130(F)12=-130(F)13=-130(F)14=-133(F)
3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-5.229,6-10=-30
Concentrated Loads(Ib)
Vert:1=-216 8=-97(F)11=-97(F)12=-97(F)13=-97(F)14=-105(F)
4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-5=-59,6-10=-6
Concentrated Loads(Ib)
Vert:1=94 8=34(F)11=34(F)12=34(F)13=34(F)14=32(F)
5)Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pH)
Vert:1-5=-59,6-10=-6
Concentrated Loads(Ib)
Vert:1=94 8=34(F)11=34(F)12=34(F)13=34(F)14=32(F)
6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-1528=38(F)11=38(F)12=38(F)13=38(F)14=35(F)
7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-152 8=38(F)11=38(F)12=38(F)13=38(F)14=35(F)
8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-83,6-10=-6
Concentrated Loads(Ib)
Vert:1=558=34(F)11=34(F)12=34(F)13=34(F)14=32(F)
9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-112,6-10=-6
Concentrated Loads(lb)
Vert:1=108=34(F)11=34(F)12=34(F)13=34(F)14=32(F)
10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(p11)
Vert:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-152 8=38(F)11=38(F)12=38(F)13=38(F)14=35(F)
11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Ven:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-152 8=38(F)11=38(F)12=38(F)13=38(F)14=35(F)
12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90
Uniform Loads(plf)
Vert:1-5=-195,6-10.10
Concentrated Loads(Ib)
Vert:1.130 8=-75(F)11=-75(F)12=-75(F)13=-75(F)14=-77(F)
13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-4068=20(F)11=20(F)12=20(F)13=20(F)14=18(F)
14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-4068=20(F)11=20(F)12=20(F)13=20(F)14=18(F)
15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-4068=20(F)11=20(F)12=20(F)13=20(F)14=18(F)
16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-4068=20(F)11=20(F)12=20(F)13=20(F)14=18(F)
17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-59,6-10=-6
• Continued on Daae 3 i
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. ith•
Design valid for use only with MilekV connectors.Ms design is based only upon parameters shown,and Is for an Individual building component.not
a truss systern.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. tracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary crd permanent bracing MiTek'
k always required fax stability and to prevent collapse with possible personal Way and property damage. For general guldcnce regarding the 6904 Parke East Blvd.
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component
Safety Information avalkrite from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 72314. Tampa.FL 33610
Job ITruss Truss Type Qty 1Ply San Tropez
78544761
j 9892T0 FG02 FLAT GIRDER 1 2
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:35 2016 Page 3
ID:?vaddQEXW VnNmISh6DjGdgz0E7e-J)a_d8R?9Zp8XZW YPenZRhMtJFMAcIrNk1 PsakzKHGs
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Verl:1=94 8=-82(F)11=-82(F)12=-82(F)13=-82(F)14=-84(F)
18)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIt)
Vert:1-5=-59,6-10=-6
Concentrated Loads(Ib)
Vert:1=94 8=-82(F)11=-82(F)12=-82(F)13=-82(F)14=-84(F)
19) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-152 8=-78(F)11=-78(F)12=-78(F)13=-78(F)14=-81(F)
20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-1528=-78(F)11=-78(F)12=-78(F)13=-78(F)14=-81(F)
21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-83,6-10=-6
Concentrated Loads(Ib)
Vert:1=558=-82(F)11=-82(F)12=-82(F)13=-82(F)14=-84(F)
22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(p11)
Vert:1-5=-112,6-10=-6
Concentrated Loads(Ib)
Vert:1=10 8=-82(F)11=-82(F)12=-62(F)13=-82(F)14=-84(F)
23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-1528=-78(F)11=-78(F)12=-78(F)13=-78(F)14=-81(F)
24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Ver:1-5=-205,6-10=-10
Concentrated Loads(Ib)
Vert:1=-152 8=-78(F)11=-78(F)12=-78(F)13=-78(F)14=-81(F)
25)Reversal:Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-406 8=-119(F)11=-119(F)12=-119(F)13=-119(F)14=-121(F)
26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-4068=-119(F)11=-119(F)12=-119(F)13=-119(F)14=-121(F)
27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate
Increase=1.60
Uniform Loads(pit)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-4068—119(F)11=-119(F)12=-119(F)13=-119(F)14=-121(F)
28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate
Increase=1.60
Uniform Loads(plf)
Vert:1-5=-365,6-10=-10
Concentrated Loads(Ib)
Vert:1=-4068=119(F)11=-119(F)12=-119(F)13=-119(F)14=-121(F)
1 ,
Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MilekS)Connectors.Ibis design Is based only upon parameters shown.and Is for an kxdMdual building cgxmpxrent not
a truss system.Before use,the biking designer must verify the applicability of design parameters and properly hcorlx>rale this design Into the overall
bulking design. Btachg Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent basing 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 truss systems.SeeANSI/TPI1 Quality CrIterie,DS8-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Plate institute,218 N.Lee Street,kite 312,Alexandria,VA 22314. Tampa.FL 33610 ——
Job Truss i Truss Type Qty Ply I San Tropez
T8544762
9892T0 FT01 FLOOR '1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:36 2016 Page 1
ID:?vaddOE XW VnNmISh6DjGdgzOE7e-n7VMgUSdwty?9j4kyMJozvv7BlnsLl W W zh9Q6AzKHGr
5-9-8 8.7-6 -_ 11-7-0 H
2-11.10
2-11-10
2-9-14 2-9-14 2-11-10
Scale=1:19.4
2x4 II 3x4= 3x4=
3x4 =
3x4= 3 4
1 2
( I
e e
8
7 3x4=
I 3x4= 3x8= 2x4 II
2x4 I
2-11-105-9-8 - 8-7-6 + 11-7-0
_ 2-11-10 ___ l 2-9-14 -- — 2-9-14 2-11-10
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.03 8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(TL) -0.04 8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:66 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=621/0-5-8,6=621/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-10=-601/0,1.2=-675/0,2-3=-882/0,3-4=-882/0,4-5=-675/0,5-6=-601/0
BOT CHORD 8-9=0/675,7-8=0/675
WEBS 1-9=0/808,2-9=-452/0,2-8=0/255,3-8=-270/0,4-8=0/255,4-7=-452/0,5-7=0/808
NOTES-
1) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V'X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
�%%' -�ER ►P► 41
s•�P,-•GEN••,/ti',i
No 22839
•A TA F :-4',•::
iii,c,N,, , Psi,.\4,,�
��'1• SS/ONA�-�• �C�,.
�I•►►►►r►IL1+``,,
Walter P.Rnn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
I
I
Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. 1 NIB
Design valid for use only with MilekI connectors.this design is based only upon paraxnok:rs shown.and is Nor an hdivklual building component,not
o truss system.Before use,the balding designer must verity the applicability of design txxarnetors and property Incorporate this design into the overall
b uldkng design. Bracing Indicated is to prevent budding of lndtvklual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
Is always realaired for stability and to prevent collapse with possible personal 1n1uy and property damage. For general guidance regard ng the Et Blvd.
fabrication.storage,delNery.erection and tracing of trusses and truss systems.seeANSI/lPtt Quality Criteria,DSB 6904as
-89 and SCSI Building Component 6904 P.ParkeFEast 0
Safety Information avcilable horn Truss Plate kutitute.218 N.lee Street.Suite 312.Nexdndito,VA 72314. __-.
l
Job Truss I Truss Type Oty Ply San Tropez
T8544763
9892T0 FT02 FLOOR 4 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:37 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-F K3k1 pTFhB4smtfwW 3q 1 W 6SCN3xQ4fxgCLuzfczKHGq
I
3-0-12 5-10-0_ 8-7-4 11-4-8 14-1-12 16.10-8 19-7-12 23-0-3 26-4-9 } 30-0-8
3-0-12 2.9-4 2.9-4 I 2-9-4 I 2-9-4 2-8-12 I 2-9-4 I 3-4-7 3-4-7 3.7-15
Scale=1:52.4
3x5= 4x6=
3x5= 3x4= 3x4= 2x4 II 3x4- 2x4 II 3x6= 4x10= 2x4 I 3x4= 5x12=
1 2 3 4 5 6 7 8 9 10 11 12
11 ,tINN: n LLI . SIM 8, n rii
I BA, 25 10 t
�- O Ei
® I� I si u
24 23 22 21 20 19 18 17 16 15 14 13
2x4 II 3x5= 3x4= 3x4= 2x4 I 4x10= 3x6= 2x4 I 4x10= 3x4= 2x4 I I
4x5
3-0-12 1 5.10.0 _l 8-7-4 l 11-4-8 I 14-1-12 I 16-10-8 I 19-7-12 19- -4 23.0-3 I 26-4-9 30-0-8
' 3-0-12 2-9-4 2-9-4 2-9-4 2-9-4 2-8-12 2-9-4 0-0-8 3-3-15 3-4-7 3-7-15
Plate Offsets(X,Y)-- [1:0-2-0,0-1-8118:0-2-4,0-1.81,L;0-3-8,0-2-01,[12:0-4-8,0-2-12],[17:0-2-4,0-2-01,[23:0-2-0,0-1-8]
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (Doc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.14 21-22 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.22 21-22 >999 240
BCLL 0.0 Rep Stress Incr YES i WB 0.82 Horz(TL) 0.03 16 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 24=929/0-5-8,16=2050/0-5-8,26=244/0-5-8
Max Uplift 26=-108(LC 3)
Max Gray 24=942(LC 3),16=2050(LC 1),26=419(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-24=-916/0,1-2=-1138/0,2-3.1794/0,3-4=-1899/0,4-5=-1899/0,5-6=-1180/0,
6-8=-1180/0,9-10=-323/659,10-11=-323/659,11-12=-495/233
BOT CHORD 22-23=0/1138,21-22=0/1794,20-21=0/1899,19-20=0/1899,16-17=-1277/0,
15-16=-1277/0,14-15=-233/495
WEBS 1-23=0/1355,2-23=-771/0,2-22=0/815,3-22=-401/0,3-21=-124/359,5-19=-978/0,
6-19=-282/42,8-19=0/1244,8-17=-1008/0,9-17=0/1726,9-16=-1973/0,9.15=0/1184,
10-15=-339/0,11-15=-550/0,12-14=-259/475
N
TES-
1)Unbalanced floor live loads have been considered for this design. ,�0%.1 eR ,P I "0I�
2)The Fabrication Tolerance at joint 7=20%,joint 18=20% `.,•`Q�\„.......... �4 it,•
3)Bearing at joint(s)26 considers parallel to grain value using ANSI/7P1 1 angle to grain formula. Building designer should verify `,`� ...`,.G E N s •.i4' •
capacity of bearing surface. • �..
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 26. w • N O 22839
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. * •
I.-Pi TA F :4'✓:
:•O . .
III•
S',5/0NAL�•
•%s
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parametersandREAD NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/201S BEFORE USE.
Design valid for use only with Miteconnectors.this design Is based only upon pxxameters shown,and Is for anindividual txrlding component,not wi,
a Inas system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
r bulding 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 Inhay and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery-erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexondrla,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply San Tropez
T8544764
9892T0 I FT03 FLOOR 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:37 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-F K3k1 pTFhB4smt(WW 3q1 W 6SEk36u410gC LuzfczKHGq
1.2.12 4-8-758
I 8-1-5 { 13-6-
I 1-2.12 I 3-6.3 3.4-7
Scale=1:19.6
Special 2x4 II 3x4- 3x4=
1 3x4= 2 3x4= 4 11 5
C — - — el
\ 1
T
10 8 7 3x4=
2x4 II / 3x8= J\
3x4= 2x4 II
I 1-0-0 1.2.12 4-8-15 I 8.1.5l 11.6.8 I
1-0-0 04-12 3-6-3 3.4-7 3-5-3
Plate Offsets(X,Y)-- 18:0-2-8,0-1-81 -
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.02 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.03 7-8 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) -0.00 6 Na n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:66 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.3 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing, Except:
10-0-0 oc bracing:6-7.
REACTIONS. (lb/size) 6=446/0-5-8,9=1791/0-5-8
Max Gray 6=504(LC 4),9=1791(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=0/523,2-3=-569/188,3-4=-569/188,4-5=-604/0,5-6=-483/0
BOT CHORD 8-9=-523/0,7-8=-0/604
WEBS 1-9=-1087/0,2-9=-809/0,2-8=0/908,3-8=-341/0,4-7=-330/40,5-7=-5/685
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,,`"� U1111IiI,��,
UniformLoads Vert:1-5=-100,= 6-10=-10 %•%%_ P--,�F.R'P••F.tiy.,
Concentrated Loads(Ib) ,%, sr.** G E Ns . •��
Vert:1-1000 �' F
No 22839
*j :*
1::-0 . 1 :
'1. :'wTAY E_ F 1 ./
C? •
•
•
Walter P.Finn PE No.22839
MfTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
.
Q WARNING-Vully design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.101032015 BEFORE USE.
Design valid for use only with MltekII) Ns s design is ed only upon parametersshown.and Is for an individual building component.not
a truss systems.Before use,the biking designer must verify the applicability of design parameters aril raop elly 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 M tTek
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 Inds systems.SeeANSI/FPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdabxe from truss Plate Institute.218 N.Lee Street,Stile 312,Alexarxlria.VA 22314. Tanya,FL 33610 _
Job Truss I Truss Type I Qty I Ply San Tropez
T8544765
9892T0 J02 IJack-Open 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:38 2016 Page 1
ID:?vaddQEXWVnNmISh6DjGdgzOE7e-jWc6F9UuSUC)O1 E74nLG3K_UuTVopIOpO?eXB3zKHGp
2-0-0
2-0-0
Scales 1:12.4
6. 26.00 ,2
2x4 II
,
. iP
61
• IIIIIIIIIIi
►ll
►;
4 3
2x4 II
2-0-0
l—
2-0-0
I
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 3-4 >999 180
BCLL 0.0 ` L Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=74/0-5-8,2=52/Mechanical,3=22/Mechanical
Max Horz 4=41(LC 12)
Max Uplift 2=-27(LC 12)
Max Gray 4=74(LC 1),2=52(LC 1),3=36(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=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=24ft eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 2. ```0"1111
1111 I,
ss oERRFi1i,,
%, •
•
No 22839
r\*(:
;Gr ii
--0:A. TAT F : r/�1.� 4
C? .
,��SS,�........
N A1- _�••,
'IIIIInn10.��
Walter P.Ann PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit
Design valid for use only with MltekQD connectors.this design Is based only upon parameters shown.and Is for an Individual building component,not
a truss system.Before use.the building designer must verify the applk;ablity of design t'ammeters and properly Incorporate this design Into the overall
holding 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 Iryuy and property damage. For general guidance regarding the
fabricatkn storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Crttado,DSB-89 and BCSI Building Component 6904 Parke Easl Blvd.
Safety Informallon avdlabte hom buss Mate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty 'Ply San Tropez
T8544766
9892T0 1J12 Jack-Open112 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:38 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-j W c6F9UuSUCjO1 E74nLG3K_VITVzpl OpQ?eXB3zKHGp
I
2-0-0 I
2-0-0
Scale=1:10.9
2 p6.00',12
I
Y
n
1
a
N
1 rigimitimmid
.........4.
3x5 II 3
I 2-0.0 I
2-0-0 -
Plate Offsets(X,Y)-- 11:0.2-8,0-0-7] -
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180
BCLL 0.0 Rep Stress'nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8
Max Horz 1=29(LC12)
Max Uplift 2=-20(LC 12),3=-1(LC 12)
Max Gray 2=50(LC 1),3=36(LC 3),1=80(LC 1)
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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
• 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. , 0111111111/iii�,,
4)Refer to girder(s)for truss to truss connections. ,� -v eR P R e
•
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 2 and 1 lb uplift at ,�%%�P\;••�.'J E..... .
•/4• ,
joint 3. `.; •••0 S'e. moi.
• •• i
? No 22839
��t TA F ✓�
•
•X11/Q10NAV- -os
11,„ tos
Walter P.Ann PE No.22839
MtTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
1 in.
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MII.7473 rev.14F03l2015 BEFORE USE.
Design valid for use only with MilekT connectors.Ns design is based only upon parameters shown,and is for an Indtvkkral bidding 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
buiUng 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 injury and properly damage. For general guidence regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information meltable from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria VA22314. Tampa.FL 33610 _ -
Job Truss Truss Type Qty Ply San Tropez i
T8544767
9892T0 J32 1 Jack-Open 4 1
I ;Job Reference(optional) 1
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:39 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgz0E7e-BiAUSVU W DoKa0BpJeUsVbXXgNsrGYIGzt1N4jVzKHGo
2-0-0
I 2-0-0
3.00 12 Scale:1.5'=1'
2
1
0
0
3
•
3x4=
I
2-0-0 I
2.0.0
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-6 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a Na
BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=80/0-3-8,2=54/Mechanical,3=26/Mechanical
Max Horz 1=16(LC 8)
Max Uplift 1=-27(LC 8),2=-23(LC 8),3=-13(LC 8)
Max Gray 1=80(LC 1),2=54(LC 1),3=37(LC 3)
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=5.0psh BCDL=S.Opsf;h=25tt;B=45it L=24ft;eave=4lt;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi 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 27 lb uplift at joint 1,23 lb uplift at joint 2
and 13 Ib uplift at joint 3. ♦e.011111/1111,11-/ 'l,,
�• Nr •''GEN /•ti�°i
�•, • V� S�••• '�
i
No 22839
mit; :*
13•ti TAY.4. F I-1/c/:
',. /0NAt-� ♦♦♦
Walter P.Ann PE No.22839
MfTek USA,Inc.FL Cell 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
r
I
, ort
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.1010312015 BEFORE USE.
Design valid for use only with Mltekic connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use.the bilking designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Brochg indicated Is to prevent truckling of IndNldual Inns web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Info,/and property damage. For general guidance regarding the
fa rication.storage,delivery,erection and tracing of muses and truss systems,seeANSI/tPt f Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety information avdlable from truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria,VA 72314. Tampa.FL 33610
Job I Truss I Truss Type Qty Ply San Tropez
T8544768
9892T0 1J42 Jack-Open 2 1
[Job Reference(optional) •
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:39 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-BiAUSV U W DoKaOBpJeUsVbXXgksr0YiGzifN4jVzKHGo
2-0-0
2-0-0
Scale=1:10.9
2 i 6.0052
7.
1
N
ikallill11111
4x5= 1 1111,2
3x811A'3.
3
0-6-12 2-0-0
0-6-12 I 1-5-4
Plate Offsets(X,Y)-- [1:0-0.0,0_1-151,(1:0-2-9,0-6-31
LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 8 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x6 SP No.2
REACTIONS. (lb/size) 2=32/Mechanical,3=16/Mechanical,1=111/0-3-8
Max Horz 1=29(LC 12)
Max Uplift 2=-19(LC 12),3=-14(LC 12),1.24(LC 12)
Max Gray 2=32(LC 1),3=23(LC 3),1=111(LC 1)
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=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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. ,�t���l i 1111l,I���
4)Refer to girder(s)for truss to truss connections. ss 11..\-(ER •P. .AA,,wI,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 2,14 lb uplift at joint 3 ��,.,% ;••r'• E N•• /,, ,��
and 24 lb uplift at Joint 1. `;• .•\,\ `s 4 •.. '.
•• i
No 22839
r- .
9•;IJTAi:El'• F 't',•:.'' 1 -iRi'"9.-t--r''''
•
•, � ,
, ss11IONAs
1• """Itnin+
Walter P.Finn PE No.22839
Mitek USA,Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
i.
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with'Anoka connectors.this design Is based only upon parameters shown.and is for an IndMdu l building c<xnpxment,not
a truss system.Before use,the building designer must verify the applicability of design para meters and tx<rperfy Incorpxuato this design Into the overall
building design. Bracing Indicated icated Is to prevent buckling of indNWual truss wets and/or chord members only. Additional temporary and perrnan<mt taming MiTek-
k always required for stability and to prevent collapse with possible personal inks,/and property damage. for general gridance regarding the EastBrod.
from fabrication,storage,deitvery,erection and bracing of trusses and toss systems,seeANSI/lP11 Quality 6904 Parke Criteria,OSB-89 and BCSI Building Component 6904 P.FEs
Safely information available n truss Plate Institute,218 N.lee Street,Spite 312,Alexandria.VA 22314.
Job Truss Truss Type Qty Ply I San Tropez
T8544769
9892T0 TO1 HALF HIP GIRDER 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:40 2016 Page 1
I D:?vaddQEXW V nNmISh6DjGdgzOE7e-gvktgrV8z6SReKOV BCNk814pSG5i HC36uJ7dFxzKHGn
Y-0-0 I 4-3-0
2-0-0 2-3-0
Special ��� Scale=1:12.2
3 4 \(
- 6.00 12 4x5= /1y1
4x5% / )
2
1
o ,
— 5
6 2x4 I
Special
3x8 i 1
2-0-0 _ 4-3-0
I
2-0-0 2-3-0
Plate Offsets(X,Y)-- (1:0-2.8,0-0-14]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.03 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.07 6 >722 180
BCLL 0.0 ' Rep Stress Incr NO i WB 0.03 ; Horz(TL) 0.06 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=171/0-5.8,4=66/Mechanical,5=106/Mechanical
Max Horz 1=29(LC 8)
Max Uplift 1=-15(LC 8),4=-30(LC 4),5=-9(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsh h=25ft;B=45f1;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ``�0%111111/11�,,
6)Refer to girder(s)for truss to truss connections. �i -�ER P. 1.14/�j
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 1,30 lb uplift at joint 4 `,♦%`P,S-•C E N S ,��
and 9 lb uplift at joint 5. v
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)75 lb down and 86 lb up at • ••�• \ F••.'. °•i
2-0-0 on top chord,and 25 lb down at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the : No 22839 01.
,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 -13 I \ "
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i IN'TAT F : 'I'
i 0,.
t1
Uniform Loads(pl- �" 44• i �� •-Pc \ v
Vert:1-3=-60,3-4=-60,5-7=-20 ij •• R, r' ,
Concentrated Loads(Ib) • SS1•........• -ss‘
��♦
yen:6=-8(F) 'l k /NAI -ss
Walter P.Rnn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
4
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MY-7473 rev.1003/2015 BEFORE USE.
Design valkf lot use only with Mileki)connectors.This design Is trued only upon parameters shown.and Is for an Indivklual txulding component,not
I MN
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
folding 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 gukl nce regarding the
fabrication,storage.delivery.erection anti bracing of trusses and truss systems,srerANSI/TPI1 Quality CrIterla,DSB-89 and BCSI Building Component [ 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Aiex<ndrla,VA 22314. j Tampa.FL 33610
Job Truss I Truss Type Qty I Ply ' San Tropez
78544770
9892T0 1702 i HALF HIP 2 1 ,
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:40 2016 Page 1
ID:7vaddOEXW VnNmISh6DjGdgzOE7e-gvktgrV8z6SReKOV BCNk814o9G82HCW 6uJ7dRaKHGn
4-0.8 4-3-0
I--- 40-8 -- 0-2-8
Scale=1:17.3
3 ,/
6.00 I12 I
9
4x5% _
2 . 0
N
N
'
1 ,
II
1 ill 1
4
Illtill
3x8 11
2.1.44.3.0
2-1-4 2-1-12
Plate Offsets(X,Y)-- [1:0-2-8,0-0-14]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 4-7 >999 180 I
BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.02 1 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=168/0-5-8,3=111/Mechanical,4=56/Mechanical
Max Horz 1=60(LC12)
Max Uplift 3=-46(LC 12)
Max Gray 1=168(LC 1),3=111(LC 1),4=77(LC 3)
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=5.Opsf;BCDL=5.Opsf;h=2511 B=45th L=24ft;eave=40;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0.0 to 4-2-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will tit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections. ,�_t,iI I I I I IIsi/i�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 3. ,,�� �-ceR P. F/fes
is
No 22839
'S3e) %* -
•,' fsTA F �i:
Ali Fs•• RI. '.7•
c,,�,,
��e, %11 N A�� - •
�•/11111110.••
Walter P.Ann PE No.22839
MITek USA,Inc.Ft.Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
P
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF-7473 rev.1003/2015 BEFORE USE. M
Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not 1
a truss system.Before use.the br Mdng designer must verily the appilccrility of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated Is to prevent bucking of In ilvldual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
is always required for stability and to prevent collcpse with possible personal[okay and property damage. For general guk knee regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/7I1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd.
Safely Information avdNable from Truss Plate kuMtute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610
Job Truss ,Truss Type Qty Ply I San Tropez
T8544771
9892T0 T03 Root Special Girder 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:41 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-851 FtBW mkPalFUzilvuzgycgBgLM0awF7zsBoNzKHGm
4-2-8 9-11-8 I 15-8-8 18.10.11 19-11-0
F— 4-2-8 5-9-0 5-9-0 I 3-2-3 1-0-5
Scale=1:34.4
Special NAILED Special
6x6 2x4 II6x6
NAILED NAILED NAILED NAILED
6.00 12 3 17 18 19 4 20 21 22 5
I ' I I t• 1 I I IC
OA2x4 II
4x5=
4551 6 7 ro
h1. 1 2� i am PI
Ihro r co N
'� v
in n 1[B- f11 n 0 IT1 [1 Il O0 1 n ca
��. 23 24 25 11 10 26 9 27
12 8
NAILED aro II NAILED NAILED 3xB= 3x6= NAILED 3x4= NAILED
3x4=
4x10 NAILED NAILED NAILED
NAILED
9-11-8 15-8-8 18-10-11 19-11-0
I 4-2 8 — I 5.9-0 I 5-9-0 I 3.2-3 } 1-0-5
Plate Offsets(X,Y)-- [1:0-3-8,Edg (3:0-
el4-12 Edge] [5'0 4-12 Edrae]
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.10 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.27 11-12 >875 180
BCLL 0.0 ' Rep Stress Ina NO WB 0.37 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:100 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins,
BOT CHORD 2x4 SP No.2*Except' except end verticals.
1-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=1159/0-5-8,8=1165/0-5-8
Max Horz 1=31(LC 24)
Max Uplift 1=-174(LC 8),8=-176(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3.1737/277,3-4=-2338/412,4-5=-2338/412,5-6=-1707/269
BOT CHORD 1-12=-218/1483,11-12=-214/1489,9-11=-221/1507,8-9=-143/872
WEBS 3-11=-194/982,4-11=-581/253,5-11=-193/951,6-9=-104/703,6-8=-1324/223
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=5.Opsf;BCDL=5.Ops1;h=25ft;B=451t;L=24ft eave=4ft Cat.
11111111/
II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `,11 //���
3) Provide adequate drainage to prevent water ponding. ,�s‘ �-ceR P. Fj oI
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N•
�P•
........... 4/ e,�
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide ,,,�� .•.G E N '• ` 0�
will fit between the bottom chord and any other members. 0.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 1 and 176 lb uplift at No• 22839
joint 8. * ,.
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)76 lb down and 70 lb up at '
'b• •` : .......
4-2-8,and 76 lb down and 70 lb up at 15-8-8 on top chord. The design/selection of such connection device(s)is the responsibility
of others. :1) 't TA ,8. F : ,�
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). %0 Q'.,• 44:
LOAD CASE(S) ,, 11
Standard �..
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,�� 1 /O N At- �,,,,
Uniform Loads(plf) 1111111111
Vert:1-3=-60,3-5=-60,5-6=-60,6-7=-60,8-13=-20 Walter P.Ran PE No.22839
Concentrated Loads(Ib) Walte USA,Inc.FL .2rt 39
Vert:3=-50(F)5=-50(F)10=-29(F)12=-36(F)11=-29(F)4=-51(F)9=-36(F)17=-51(F)19=-51(F)20=-51(F)22=-51(F) MITe Parke East Blvd.t 6634 FL 33610
23=-86(F)24=-29(F)25=-29(F)26=-29(F)27=-86(F) 6904Date:
May 3,2016
f
0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. '
Design valid for use only with MllekI�connectors.Ms design Is based only upon rxsameters shown,and Is for an indMdual bulding component,not
a truss system.Before use,the building designer must verity the opplicablity of design Fxiarneters and properly kx:orporate ttis design Into the overall
building MiTek'
ilding design. Bracing indicated Is to prevent buckling of Individual truss wet>and/or chord members only. Additional temporary and permanent bracing
Is always regdred for stability and to prevent collapse with possible personal Injury and property damage. For general gridatce regarding the Parke East Blvd.4 fa ilcatkn,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPtt Quality Criteria,DSB-89 and SCSI Building Component 690469 P,Park
F33610
Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexarxfrla,VA 22314.
Job Truss I Truss Type Qty Ply j San Tropez
T8544772
9692T0 T04 l Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:42 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgz0E7e-cHsd5XXOVji9teYuJcPCDA92r4jm132PLdckKgzKHG1
6.2-8 9-11-8 13-8-8 17.6.11 18-5-8 19.11.0
6-2-8 l 3-9-0 I 3-9-0 I 3-10-3 (0.10-13 1-5-8—I
Scale=1:34.9
5x6= 5x6=
3x4=
3 17 18 4 19 20 5
6.00 FIT
al
21 4x5= 2x4 II
16 6 7 N
N
4x5% ' E ,7,2 W
1 --■■ N
• Y Iii
T f�
11 to a
3x4= 3x6= 348= 8
3x8 I! 3x4 =
5-6-4 14-4-12I 18.5.8 I 19-11-0
I 5.6-4 I 8.10.8 4-0-12 1-5-8
Plate Offsets(X,Y)-- [1:0-2-8,0-0.141x[3:0-3-0,0-2 (5:0-3-0,0.2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.43 9-11 >551 180
BCLL 0.0 * Rep Stress lncr YES WB 0.25 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:103 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=791/0-5-8,8=791/0-5-8
Max Horz 1=43(LC 11)
Max Uplift 1=-85(LC 12),8=-90(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-1151/230,3-4=-904/249,4-5=-902/232,5-6=-1111/220
BOT CHORD 1-11=-184/953,9-11=-226/1048,8-9=-197/879
WEBS 3-11=0/337,4-11=-277/85,4-9=-259/96,5-9=0/310,6-8=-1113/252
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsh BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.1 B;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 6-2-8,Exterior(2)6-2-B to
DO8--8,int rior(1)16-8-8 to 17-6-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,,,,_001111111/11.II,'
60
3)Provide adequate drainage to prevent water ponding. Ns`Q,�.•••. /itI e,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� V•• �(�i �1 S' ••� �i
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 • F • e..
will fit between the bottom chord and any other members. No 22839
•
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 1 and 90 lb uplift at =* • �
joint 8.
1.�'II TACE F : a:
•
•
•0'es
iQ/0N A`% ��Ca,.
�nn
is
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. I mit
Design vdki for use only with MITekIs connectors.this design Is based only upon Ixraneters shown.and is for an indMNckoi holding component,root i
a truss system.Before use,the building designer must verify the applicability and design parameters aproperly/00011,01(1f0 this design Into the overall
building design. (racing Indicated Is to prevent budding of individual truss web art/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the 6904 Parke East Blvd.
tabrlcatkxt,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Oudty Criteria,DSB-89 and BCSI Building Component
Safely Information available from truss Plate'White,218 N.tee Sheet,Suite 31'2,Nexandrio,VA 22314. Tampa.FL 33610
— —.4011.1•011.1111111.11111
Job Truss Truss Type I Qty Ply I San Tropez
T8544773
989270 T05 I Roof Special it 1 I
I i Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:43 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e•4UQ?ItX0G1 g0Vo74tKxRINIDKU1 XUVYYaHLHsGzKHGk
5.6.4I 8-2-8 11-8-8 16-2-11 _ 18-5-8 .__19-11.0_
I 5-6-4 2-8-4 3-6-0 4-6-3 2-2-13 1-5-8
Scale=1:35.4
5x6=
5x6=
4 21 22 5
6.00112 :31
4 4x5= 3x5
7 3x4=
1 19
ro_r3x5_ 9
4�, la l a
4x5 i
2 i o
aq a
_ /
H 1
lee N
14 24 13 12 11 10
3x6= 3x4= 4x10=
3x8 II 3x4- 2x4 i 1
5-6-4 14-4-12 18-5-819-11-0
19-11.0
I 5-6-4 I 8-10.8 4-0-12 1-5-8
Plate Offsets(X,Y)-- [1:0-2-8,0-0-14],[4:0-4-0,0-2-8],[5:0-3-0.0-2-0],[7:0-2-4.0-1-8],[8:0-2-4,0-1-8] _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (roc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.23 12-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 i Vert(TL) -0.49 12-14 >481 180
BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 10 n/a n/a •
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:103 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.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=791/0-5-8,10=791/0-5-8
Max Horz 1=65(LC 12)
Max Uplift 1=-82(LC 12),10=-93(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-1167/228,3-4=-1130/296,4-5=-801/243,5-6=-1115/217,6-7=-443/84,
8-9=-478/103,9-10=-745/172
BOT CHORD 1-14=-224/1005,12-14=-182/803,11-12=-203/962
WEBS 4-14=-85/407,5-12=0/338,6-11=-836/166,9-11.170/790
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 8-2-8,Exterior(2)8-2-8 to010111111/1.,
14-8-8,Interior(1)14-8-8 to 19-9-4 zone:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,`.���-(ER P. p �i,�
DOL=1.60 �.e ' . \GENS'•.'1' '
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. • •• \' �••• °0i
5)'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 N O22839 •
will tit between the bottom chord and any other members,with BCDL=10.0psf. * �* •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 1 and 93 lb uplift at • __ * •
joint 10. t-0• r
�0•�� it TAT Et F : a`
C? .
•,t /pNAt--„"o
�"ifnlntit"
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
4
Q WARNING•VNNly design paramstsn and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0312015 BEFORE USE. - j
Design valid for use only with MI1ek8 connectors.this design Is based only upon Ixrameters shown-and Is tor an tsdivkkral bonding component,not
a truss system.Before use,the bulking designer frust verify the applicability of design parameters and properly Incorp.or Ito this design Into the overall
bulking design. Bracing indicated Is to prevent buckling of kxBvkdual 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 Inksy and properly damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l QuMry ,OSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avalable from truss Plate institute,218 N.Lee Street,Suite 312 Aloxandrla,VA 2'1.314. Tampa,FL 33610
Job Truss Truss Type Qty Ply j San Tropez T8544774
9892T0 T06 Roof Special 1 1
l I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:44 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-Yg_NVDYe1 Kyt6yiHQ1 SgIbEKytNjDxJipx5rOizKHGj
5-6.4 _ I 9-11.8 14-10.15 f 18-5-8 _t 19-11-0i
5-6-4 4-5-4 4-11-7 3-6-9 1-5-8
Scale=1:39.4
4x5=
4
/\
6.00 TiF
20
19
2x4 II4x5= 3x4=
3 5 6
r
3x4=
. i -21 3x5= 8
18 -
11 1 4x5 i
a
2 4
1 N
.....1 ' -yr_7 8 —
.l
13 22 23 12 11 10
3x6= 92x4 II
3x8 I I 3x4= 3x8= 3x4=
5-6.4 14-10-15I 18-5-8 I 19-11-0
I 5-6-4 f 9.4-11 3-6-9 1-5-8
Plate Offsets(X,Y)-- [1:0-2-8,0-0-141[6:0-1-12,0-1-8],[7:0-2-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.20 11-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.54 11-13 >437 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.03 9 rVa rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:111 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=791/0-5-8,9=791/0-5-8
Max Horz 1=103(LC 12)
Max Uplift 1=-77(LC 12),9=-98(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-1172/196,3-4=-1150/283,4-5=-1186/225,5-6=-972/146,7-10=-646/137,
6-7=-712/137,7-8=-437/102,8-9=-730/180
BOT CHORD 1-13=-235/981,11-13=-174/698,10-11=-89/347
WEBS 4-13=-98/500,4-11=-31/497,5-11=-728/199,6-11=-128/879,8-10=-168/708
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0pst h=25ft;B=4511;L=24ft;eave=4ft;Cat.
ii
112Exp
8,Interior)14-10-15Cpi=0.18; to 19-9.4 zS one;C-C for members and forces&onal)and C-C Exterior(2) MW FRS forereado s shown;Lumber OL=(1)60 plate 9-11-8 ,`���,1 ER ,P I Fie
grip DOL=1.60 ,%``0, /� i,
3)Provide adequate drainage to prevent water ponding. ,,� V.• �G E N S+�•.�/ "k.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� \' F .• I.
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 No 22839 i
will fit between the bottom chord and any other members,with BCDL=10.0psf. * * •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 1 and 98 lb uplift at r.
joint 9. 7..0 la.t• •c'r.
TA'VEi F .'`;/�
iWQW
1° NAI.. V.o
""tHnn%io.
Walter P.Ann PE No.22839
MITek USA,Inc.FL Cert 6634
. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MiEK REFERANCE PAGE MI1-7473 rev.10/02/2015 BEFORE USE. mil
Design vdld for use only with Mileke connectors.this design Is based only upon pcxomeers shown,and is for an YxAvkAral building component.not
• a truss system.Before use,the briding designer roust verity the apt4Icutlily of design parameters and property Incorporate this design Into the overall
briding design. tacIng indicated Is to prevent budding or Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek"
is always required for stability and to prevent collapse with possbie personal uskay and property damage. For general grrkicnce regcxdrxl the % Et Blvd.
• fabication,storage.delivery,erection and bracing of trussesand d truss systems,seeANSI/1P6904es
11 QuaNty Criteria,DSB-89 and BCSI Building Component 6904 P.Parke East0
Safety information available from truss Plate Institute,218 N.tee Street.Salle 312,Alexandria VA 72314. I __
Job Truss I Truss Type I Qty Ply San Tropez
T8544775
9892T0 T07 Roof Special 1 1
• Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:44 2016 Page 1
I D:?v addQE XWVnNmISh6DjGdgzOE7e-Yg_NVDYe1 Kyt6yiHQ1 SglbEMUtOzDywipx5rOizKHGj
I 5-6.4 I 9-11-8 I ___ _ 13-6-15 18.5-8 119-11.0 {
5-6-4 4-5-4 3-7-7 _ 4.10.9 1-5-8
Scale=1:39.4
4x5=
4
2111111 .
6.00 12 I 4x5= 3x4=
19 5 6
2x4 l i
3 °V
3x4=
3x6= 8
18
A
4x5 i R
2
i ;:. 1 itto N
C I .
13 22 23 12 11 10
3x6= 3x8= 92x4 II
3x8 I 3x4= 3x4=
5.6.4 14-4-12 18-5-8 19-11-0
I5-6-4 [ 8-10-8 l 4-0-12 I 1-5-8
Plate Offsets(X,Y)-- [1:0-2-8,0-0-14],[6:0-1-8,0-1-81,[7:0.3-0,0-2-41 _
LOADING (psf) I SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdetl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.16 11-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.45 11-13 >531 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:114 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
6-10:2x4 SP No.2
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=791/0-5-8,9=791/0-5-8
Max Horz 1=142(LC 12)
Max Uplift 1=-70(LC 12),9=-105(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-1166/188,3-4=-1149/276,4-5=-1164/221,5-6=-842/121,7-10=-610/157,
6-7=-700/160,7-8=-417/105,8-9=-723/185
BOT CHORD 1-13=-270/976,11-13=-203/697,10-11=-86/288
WEBS 3-13=-251/161,4-13=-108/488,4-11=-44/526,5-11=-737/207,6-11=-129/777,
8-10=-171/671
NOTES-
1)Unbalanced root live loads have been considered for this design. ,`��11II I1(rrrr�i
ee
2)II; nd:ExpBSE Encl.,GCpCE 7-10; i=0.18;MWFRS(directional)onal)and C-C Exterior(2)0-0 0 to 3-0-0,me or(1)3-0-0to 9-11-8,Exterior(2)9-111-8 tof ♦�s%0•1-;
`Q.\'�•C., ... .F//frl e
12-11-8,Interior(1)13-6-15 to 19-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,,,♦ • d'•
le
grip DOL=1.60 0
3)Provide adequate drainage to prevent water ponding. • No 22839
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 70 lb uplift at joint 1 and 105 lb uplift at z-v• •
, ;Cc
• :9 ftTA .8. F V'�:
joint 9. 1. ( ♦
•
�ei�sS10
•111111110-
.
ONA;�?�0
rnn�
. Wafter P.Rnn PE No.22839
Mtlek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
• May 3,2016
t
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev.10/03/2016 BEFORE USE. is i
Design valkl for use only with Mllek3 connectors.1Ns design is based only upon pcxcmeters shown,and Is for an individual binding cornporront,not
• a truss system.Before use,the balking designer must verify the appllcabllfy of design parameters and properly Incorporate this design Into the overall
buldn g design. Bracing Indicated Is to prevent buckling of Ind ivkAd1 truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
Is
iTek-
Is always required for stability and to prevent collapse with possLle personal injury and property damage. For general guidance regard ng the East Blvd.fabrication,storage,delivery,erection and Lbracing of tr sses and truss systems.seeANSI/lPll Qualify Criteria,DSB-89 and BCSI Butding Component 6 69049 P,ParkeFEast
Safety Information available from truss Plate Institute,218 N.Lee Street,Stile 312.Alexandria.VA 22314.
Job I Truss Truss Type I Qty Ply San Tropez
T8544776
9892T0 T08 Half Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 6.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:45 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgz0E7e-OsYmjZZHoe4kk6GT_IzvronegHh9yT2r 1 agOx9zKHGi
2-0-0 6-0-0
l2-0.0 } 4-0.0
Scale=1:14.7
Special
4x5= NAILED
6.00ri2 3 11 4 r1(4x5ip H
2
. _
0 1
1
/ V
I/1
12 5
62.4 I NAILED
Special
3x8 II
I 2-0.0 I 6-0-0 I
2-0-0 _ 4-0-0
Plate Offsets(X,Y)- 11:0-2-8,0-0-14)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.10 5-6 >691 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.28 5-6 >256 180
BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.20 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=243/0-5-8,4=118/Mechanical,5=124/Mechanical
Max Horz 1=29(LC 8)
Max Uplift 1=-28(LC 8),4=-55(LC 4)
Max Gray 1=243(LC 1),4=118(LC 1),5=140(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-403/83
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,���1I I I/////i��
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 ,,`% %-SER P F1 4�'
will fit between the bottom chord and any other members. ���p.•..E N.••/4 I
6) Refer to girder(s)for truss to truss connections. S •• •i
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 55 lb uplift at ��� ••V\ ' • 0
joint 4. No 22839
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)75 lb down and 86 lb up at * .
2-0-0 on top chord,and 25 lb down at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. �'0 • CC
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). O.1 TA's F -<</
1. • 4r♦
LOAD CASE(S) Standard °i••
•. R -.P*..--
1)Dead
+Roof
Live
(e(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,I, 14-`n . N AL ?�`�.
s
in
0.
Vert:1-3=-60,3-4=-60,5-7=-20 x-./1111111%••
Concentrated Loads(Ib)
Vert:6=-8(F)12=-3(F) Wafter P.Finn PE No.22839
Mffek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
1
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Mt
Design valid for use only with Meeks connectors.This design Is ivisod only upon pcxarmolers shown.and is for an individual bolding component.not
a truss system.Before use,the bulking designer resist verify tire of p1IcobAity 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 airy and property damage. for general guidance regarding the
fabrication.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 available from Truss Plate Institute,218 N.Lee Street.Suite 312.Ajexa ndiki VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply 1 San Tropez
I T8544777
9892T0 T09 Flag Hip 1 11
1 I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:46 2016 Page 1
ID:7vaddQEXWVnNmISh6DjGdgzOE7e-U258wuavArCaMFrfYSU8N0Ko7h4phwE?GEayTbzKHGh
4.0-0 - I 6-0-0 I
4-0-0 2.0.0
4x5- Scale=1:18.8
3 4
6.00 I ,IMIUMIlii
dIM
1I4x5 i_dig j
2A 1
'
I
,I 6 5
IFIlI 2x4 I I
3x8 1I
4-0-0 6-0-0
I
I 4-0.0 2-0-0
Plate Offsets(X,Y)-- 11:0-2-8.0-0-14j
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 6-9 >574 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.25 6-9 >286 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.05 Horz(TL) 0.17 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=238/0-5-8,4=58/Mechanical,5=179/Mechanical
Max Horz 1=58(LC 12)
Max Uplift 1=-11(LC 12),4=-27(LC 8),5=-24(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-352/150
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511 B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 4-0.0,Exterior(2)4-0-0 to
5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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. ,,�%%111111x1/gt
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 ,%1k% -t .R P p'oe,
•
• will fit between the bottom chord and any other members. ,``Q`\;.C,E Ns*-.. + 4. ,e
6) Refer to girder(s)for truss to truss connections. V
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1,27 lb uplift at joint 4 `•� • Ne F •• '1r
and 24 lb uplift at joint 5. 0,
N O 22839
• *: '.*
'9•s'1 !f..1 TATE F •,W�
mitiositsto
Wafter P.Finn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING•Verify design psremeiars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/13/2015 BEFORE USE.
NS
Design valid for use only with Mileky 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 applicobl1N of design perarnelers 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 temporcmy and permanent bracing Milek•
is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the East Blvd.
fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualify Criteria,
Criteria.DSB-89 and SCSI Building Component Tampa.P.Parke Et 0
Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314.
Job Truss Truss Type Qty 'Ply San Tropez
T8544778
9892T0 T10 'Half Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:47 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-yFf W 8EbXKFKRzPQr6A?NW Dsww5QhQGk8Vu1V?1 zKHGg
6-0-0 8-10-12 13-8-6 18-6-0
i 6-0-0 I 2-10-12 I 4-9.10 I 4-9-10 {
Scale:3/8"=1'
NAILED NAILED NAILED
6x6= __
NAILED 2x4 II NAILED NAILED 3x4 NAILED 3x4
3 16 4 17 18 19 5 20 21 6
6.00[12 I nn O 111 nn o.nn nn 'i
111.18
I�,
4x5
2
1
a j d
,,:d"--
�— nn nn 1 -inn `� nr �n nn
22 23 11 24 W.
25 9 8 26 27
NAILED NAILED 2x4 II 10 NAILED 3x6= 3x4_ NAILED 2x4 !I
3x8 1 3x8— NAILED NAILED
NAILED NAILED NAILED
6-0-0 8-10-12 13-8-6 18-6-0
~
6-0-0 2-10-12 I 4-9-10 I 4-9-10 I
Plate Offsets(X,V)-- [1:0-2-8,0-0-14],[3:0-4-12 Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 11-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.17 11-14 >619 180
BCLL 0.0 * Rep Stress lncr NO WB 0.42 Horz(TL) 0.04 1 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:102 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (Ib/size) 1=663/0-5-8,7=898/Mechanical,10=1260/0-3-8
Max Horz 1=87(LC 8)
Max Uplift 1=-50(LC 8),7=151(LC 8),10=-245(LC 5)
Max Gray 1=663(LC 1),7=898(LC 1),10=1317(LC 18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-647/98,3-4=-250/94,4-5=-250/94,5.6=-666/116,6-7=-777/199
BOT CHORD 1-11=-114/578,10-11=-113/593,8-10=-116/666
WEBS 3-11=0/414,3-10=-550/79,4-10=-441/198,5-10=-616/122,5-8=-258/190,6-8=-142/812
NOTES-
1)Unbalanced roof live toads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0ps1;h=25ft;6=4511;L=24ft;eave=oft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `,��ft�1111111/i/i��,
3)Provide adequate drainage to prevent water ponding. ,%1 ER P R Ii
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %s``Q.�.......... //�/ so
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 ,.% '4'4.. G E •.• �4' •.•
will fit between the bottom chord and any other members. •� \, F• • ,,,
6)Refer to girder(s)for truss to truss connections. No 22839
• I.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 1,151 lb uplift at joint =* • •
7 and 245 lb uplift at joint 10. ; ,5 * •
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) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7...-0.• i Q
/3.11.1 TAY EI F ::1',./
LOAD CASE(S) Standard .0,i 4',
1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 leo [� .,/ R\ ,�
Uniform Los Vert 1(3=-60,3.6= -60,7-12=-20 plf) ,,4,,' O N AL G``` ,`
Concentrated Loads(Ib) ,llSjmmo-
Vert:3=-100(B)7=-59(B)9=-52(B)11=-52(B)6=-121(B)16=-100(B)17=-100(B)18=-100(B)20=-100(B)21=-100(B)
22=-104(B)23=-159(8)24=-52(B)25=-52(B)26=-52(B)27=-52(B) Walter P.Rnn PE No.22839
Wok USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. ,
Design valid for use only with MllekN connectors.this design Is based only upon parameters shown,and is for an individual al building component.not
a truss system.Belore use.the building designer must verity the applicability 01 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. Additlorxal temporary and permanent bracing !MeV
Is always required for stability and to prevent collapse with possible personal Stiffly and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria.DSB-89 and SCSI!funding Component 6904 Parke East Blvd.
Safety Information a variable from bras Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
I
Job Truss 'Truss Type Ory I Ply San Tropez
T8544779
9892T0 T11 Half Hip 1 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:47 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-yFfW 8EbXKFKRZPQr6A?NwDsuE5T?QIQ8VuJV?1 zKHGg
8-0-0 13-3-0 18-6.0
II
8-0-0 I 5-3-0 5-3-0
Scale=1:32.6
4x10=
2x4 !I 3x4=
3 17 4 18 5
I. CI
I 6.00 I72
16
. 15
4x5
2
1 f
Sr-
.A10 2 8 7 6
3x8 I I 2x4 11 9 3x6= 3x8= 2x4 I I
8.0.0 18.9.0 I 13-3-0 I 18.6.0
8-0-0I 0-9-0 4-6-0 53-0
Plate Offsets(X,Y)-- [1:0-2-8,0.0-141,(3:0.7-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.07 10-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.22 10-13 >491 180
BCLL 0.0 * Rep Stress lncr YES WB 0.31 Horz(TL) 0.04 1 n/a rVa
BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=726/0-5-8,6=727/Mechanical,9=15/0-3-8
Max Horz 1=116(LC 12)
Max Uplift 1=-98(LC 12),6=-138(LC 9),9=-24(LC 10)
Max Gray 1=726(LC 1),6=727(LC 1),9=145(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-943/258,3-4=-618/189,4-5=-618/189,5-6=-675/232
BOT CHORD 1-10=-287/757,9-10.287/762,7-9=-287/762
WEBS 3-10=-26/261,4-7=-358/163,5-7=-249/812
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.0psf;h=25ft;B=45ft;L=241h eave=41t;Cat.
12-2-15-1zone C C for members and forces&MW FRS for reactions FRS(directional)and C-C (shown;Lumber DOL0-0-0 to 3-0-0, =1 60 plate grip DOL 1 60 Exterior(2)8-0-0 to ,,`,,���ER 1P - ��,'
3)Provide adequate drainage to prevent water ponding. ♦ �P •• ti ,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `vi V•.•'�G E N S•• N 'e
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 • \eF•.•. ♦♦
will fit between the bottom chord and any other members. • N O 22839 ♦
•
6) Refer to girder(s)for truss to truss connections. f
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 lb uplift at joint 1,138 lb uplift at joint "• *••
6 and 24 lb uplift at joint 9.
•: TATE, F :j
•i
mills
Walter P.Ron PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verily design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE.
11111
Design valid for use only with Mtlek5 connectors.IIs design Is based only upon pcxameters shown,and Is for an kviivkkral building component,not
a truss system.Before use,the bulling designer must verify the c4.01cabillty of design parameters and properly Incorporate this design Into fire overall
building design. IkacIng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temi,rary and permanent Ixacing MiTek'
• is always required for stability and to prevent collapse with possible personal him and property dcxnage. For general guidance reg eing the
fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Imss Plate Institute,218 N.lee Street,Suite 312.Alexaxd ria,VA 22314. Tampa,FL 33610
Job Truss I Truss Type Oty 'Ply I San Tropez
T8544780
9892T0 T12 1 Half Hip 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:48 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-RRDuLab95ZSIbZ?2ftW cSRP89VnT9hzHkY32YTzKHGf
5-1-12 I 10.0.0 I 14-3-0 } 18-6-0 I
5-1-12 4-10-4 4-3-0 4-3-0
4x5= 2x4 II Scale=1:35.7
3x4=
4 17 5 18 6
fiw
6.00 1 12
2x4••:- 16
3
rJ
15
pprAl
4x5 1-'-
2 2
, Olt
.r
o 8 19 20
017.4 0 10 9 7
3x6=
4x10 I 3x8= 3x4_
t 8.9-0 110-0-0 t 18-6-0 l
8-9-0 1-3-0 8-6.0
Plate Offsets(X,Y)-- [1:0-3-8,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lot) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.12 7-9 >943 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.33 7-9 >347 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.55 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-6-0
1 REACTIONS. (lb/size) 1=654/0-5-8,7=659/Mechanical,10=156/0-3.8
Max Horz 1=145(LC 12)
Max Uplift 1=-64(LC 12),7=141(LC 9)
Max Gray 1=654(LC 1),7=676(LC 17),10=190(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-897/204,3-4=-665/139,4-5=-550/164
BOT CHORD 1-10=-306/777,9-10=-306/777,7-9=-123/368
WEBS 3-9=-287/163,5-9=-69/307,5-7=-593/210
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=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft L=24ft;eave=oft;Cat.
I114 3 0 zone;C-C for members and forcWFRS es&IMW FRSand
for reactions shown;LLumber DOL Interior(1)
grip DOL=O,Exterior(2)10-0-0 to ,,`"-.001111111/11.
, nee
3)Provide adequate drainage to prevent water ponding. `� \Q`•.••'E •..•4,,f.,j
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �s '; \Ci N$ •.4' hi
5)'This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �. • V F •. •,0
will fit between the bottom chord and any other members,with BCDL=10.Opsf. No 22839 r.
6)Refer to girder(s)for truss to truss connections. ` *:• •
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1 and 141 lb uplift at * •,
joint 7.
• O. TAT, F tri:
I , 4� :
e,1, /0NA` os
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. out
Design valid for use only with Milek®n connectors.This design is based only upon parameters shown,and Is for an Individual ivkkxi braiding 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
butting 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 possBNe personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component
Safety Information available from Iruuss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job i Truss Truss Type Oty Ply San Tropez
T8544781
9892T0 T13 Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:49 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-vdnGZwcnsta9DjaEDa1 r?eyG5u4juD9RyCoc4wzKHGe
1
12-0-0 8-6-0
6-1-12 — i
6-1-12 5-10-4 6-6-0
4x5% 2x4 I Scale=1:39.6
4 15 16 17 5
fro
Y
6.00 12
14
2x4 \� s�.
3
'J
{V,
13
s��
ax5
2
lir
ral _.
• q
!I �� 18 7 19
86
3x6-
3x8 II 3x4- 3x4—
8-10-12
18-6-0
I 9 7.4 I
8-10-12
Plate Offsets(X,Y)-- [1:0-2-8,0.0-14],14:0-2-8,0-1-81
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL- in (lac) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.30 6-8 >381 240 MT20 244/190
h TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.59 6-8 >194 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 1 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:110 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-10-3(4-6);
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 1=445/0-5-8,8=560/0-3-8,6=463/Mechanical
Max Horz 1=174(LC 12)
Max Uplift 1=-29(LC 12),8=-36(LC 12),6=-110(LC 9)
Max Gray 1=445(LC 1),8=646(LC 17),6=463(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-486/117,3-4=-281/110
BOT CHORD 1.8=-233/390
WEBS 3-8=-350/190,4-6=-275/173
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)II; nd:ASCE 7-10;ExpB:Encl.,GCpi 10.18;MWFRS diirrectiona)and C-C Exterior(2)0-0-0 to 3-0-0,Inter orr(1)3-0-0 tto 12-0-0,Exterior(2)e12-0-0 fCat. ,�••‘.‘011111/ii.
1 ER 'P I ie
16-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ; ``P\•• ..... .....
E 1V••�/4, ��
3)Provide adequate drainage to prevent water ponding. 0 V••
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� ••• \'\ SF••• ,°0i
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 : N O 22839
will fit between the bottom chord and any other members,with BCDL=10.Opsf. *; •;
• 6)Refer to girder(s)for truss to truss connections. =
7) :* .
Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding29 lb uplift at 1,36 lb uplift at 8 • '"`
P P jointp joint =,0te • :CC
and 110 lb uplift at joint 6.
l•.53:', +wTATE F ,5
•
nnn
Walter R Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
I
imiii.
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/038016 BEFORE USE.
Design valid for use only with Mltek2)connectors.this design Is tx,sed only upon parameters shown,and is tot an htllvldud building component.not
a truss system.Before use,the building designer must verify the(rpplicablity of design pcsameters and properly Incorporate this design Into the overall
building design. Bracing kx9cated Is to prevent buckling of Irx11vktual truss web and/or chord members only.Adenoma'temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Inksy and properly damage. for general guidance regasdkng the 6904 Parke East Blvd.
fabrication.storage,delivery.erection and bracing of trusses and truss systems.soeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 P.,k East
Safety Information avdlabre from truss Plate institute,218 N.Lee Street,Suite 312,dexa midi,VA 22314. ____
Job !Truss Truss Type Qty I Ply I San Tropez
T8544782
9892T0 T14 i JACK-CLOSED 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:49 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-vdnGZwcnsta9DjaEDa1 r?eyMruEwuGkRyCoc4wzKHGe
4-0-0 1
1lVlall.11.1.111.11.1g
4-0-0
lid
Scale=1:12.8
3 4
2x4 11
4.00 112
11
1
3x4 i
2
1
0.
111
Ili
1
=`, 6
41
3x5 I
2x4 I i 5
4-0-0 J
4-0-0
Plate Offsets(X,Y)-- [1:0-1-12,0-2-9]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.03 6-9 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.3 1-6-0
REACTIONS. (lb/size) 1=149/0-5-8,6=160/Mechanical
Max Horz 1=38(LC 12)
Max Uplift 1=-6(LC 12),6=-28(LC 12)
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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4fh Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.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.
45)Provide mer to e hanicaler(s) rtruss to truss connection(byothers)ons.truss to bearingplate capable of withstanding6 lb uplift at 1 and 28 lb uplift at ��/1 ER tot ",,,,''1
6. ) aP P jointp ,,�A P.V�(ER,P.FG'/�I,
joint ,,�� Nr.*..GENS,.. ti •ice
No 22839
• -
• , *
=-:� 4cc
O4 F
Wafter P.Finn PE No.22839
Mffek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
� � 1
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03r2015 BEFORE USE. mil.
Desl.i valid for use only with MllekG connectors.This design is based only arson parameters shown.and Is for an individual Wilding component,not
a truss system.Before use,the building designer must verify the applicability of dkrsign',cam-micas and properly incorporate this design into the overall
balding design. Eiracrng 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 Injury and properly damage. For general guidance regarding the East Blvd.
fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Parke Ea
Safety Information available from Truss Plate Institute.218 N.lee Street Suite 31'1.Alexandria,VA 22314.
Job (Truss Truss Type Qty Ply San Tropez
T8544783,
9892T0 T15 Half Hip Girder 6 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:50 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgz0E7e-Nglf mGdPdAiOgt90nIZ4YsUVZI OYdjIaBsY9cMzKHGd
2-0-0 6-0-0
2-0-0
I 4-0-0
Scale=1:12.5
Special
4x5= NAILED 71
2 9 3 ,`
, 6.00 12 n JJ,
I In I 11 r \
1
q
n . -
)-(1,c
10 4
*
5 2x4 II NAILED
Special
3x6 Ii
2-0-0 6-0-0
II I 4-0-0 -
Plate Offsets(X,Y)-- [1:0-2-12,0-0-71
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.12 4-5 >606 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.30 4-5 >241 180
BCLL 0.0 • Rep Stress Ina NO WB 0.04 Horz(TL) 0.17 3 rl/a n/a
BCDL 10.0 ' Code FBC2014/TP12007 Matrix-MS Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 3=118/Mechanical,4=133/Mechanical,1=252/0-5-8
Max Horz 1=29(LC 8)
Max Uplift 3=-55(LC 4),4=-6(LC 5),1=-32(LC 8)
Max Gray 3=118(LC 1),4=143(LC 3),1=252(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=451t;L=24ft eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,,��1 Sg
5)•This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,�.�.-c .R P F1Al#
will fit between the bottom chord and any other members. P.••.......• 'v 'moi
6)Refer to girder(s)for truss to truss connections.
E NS •
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 3,6 lb uplift at joint 4 �` •• �\G F •'• i
and 32 lb uplift at joint 1. No 22839 I.
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)70 lb down and 70 lb up at •
2.0-0 on top chord,and 23 Ib down and 11 Ib up at 2-2-2 on bottom chord. The designselection of such connection device(s)is the
responsibility of others. •'O •;1 •
10)In the LOAD CASE(S)section,loads applied to the face o1 the truss are noted as front(F)or back(B). 1.013 ti ( TA). F •`!/:
LOAD CASE(S) Standard .0 �C' •, �Q`• .,� ,,
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,• • •• �0
Uniform Loads(ill) i'il�S,I0 N A�� o'
• Vert:1-2=-60,2-3=-60,4.6=20
Concentrated Loads(Ib) Walter P.Finn PE No.22839
Vert:5=19(B)10=10(B) Mitek USA,Inc.FL Cert 6634
6904 Parke East Bbd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. mit
Design valid for use only with Mifela%connectors.Ibis design is based only upon parameters shown,and Is for on Individual balding component,not
a truss system.Before use.the building ckrslgner must verify the applicability of design parameters and properly Incorporate Ihis design Into the overall MR**bulking design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members rs only. Additional temporary and permcnent bracing
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance nce regarding Hie BNd.
East Parke Eat
latxtcatton,storage.delivery,erection cued bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 690469 P.rk East
Salary Information avaiaxrle from buss Plate institute.218 N.lee Sheet Suite 312,AlexandAlexaAlexandriaV A 22314. 1
Job I Truss I Truss Type Oty !Ply San Tropez
T8544784
9892T0 1716 Half Hip 6 1
I
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:51 2016 Page 1
I0:?vaddQEXW VnNmISh6DjGdgzOE7e-r0v1 zcel OUgtS1 kdL?4J431 t3in2MAVkQW H)8ozKHGc
4.0-06-0.0
- 4 0 0 - i 2-0-0
4x5= Scale=1:17.6
2 1
6.00 12 9 gli 3 1,3
1
ElddgdgllIllIl
i
PIA 5 4
2x4 I
3x5 I[
1
4-0-0
1 20-0 --- -
4.0-0 -
Plate Offsets(X,Y)-- 11:0-2-8,0-0-71 -
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.12 5-8 >595 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >282 180
BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.14 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
'9 REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=237/0-5-8
Max Horz 1=58(LC 12)
Max Uplift 3=-27(LC 8),4=-21(LC 12),1=-13(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to
5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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. %I111 igg,
•
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 ,,�����ER �? FIAij�
will fit between the bottom chord and any other members. ♦ _,1?,•.........• •Y i,
6)Refer to girder(s)for truss to truss connections. �� 'V••• \C E N ,••••4' •�i
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3,21 lb uplift at joint 4 .� • \i F •• 0,.
and 13lb uplift at joint 1. ,.. • • „,..
. '
No 22839r.
sir; •:*-
•
J. + TAiE- F :i1
-.411111111.-
Walter P.Rnn PE No.22839
Mflek USA,Inc.R-Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE.
Design vdld for use only with Mitek)connectors.this design is based only u{xn wax toters shown.and is for an Indivkitial building component.not ,
a truss system.Before use,the building designer must verify the applcaWlfy ktn of des {kilometers and properly Incorporate this design Into the OVOKdl
building ing design. Bracing indicated Is to prevent buckling of individual truss web cru?/or chord members only.Addeonal temporary an
d permanent bracing MiTe�(*
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance rogardng the 6904 Parke East Blvd
labricatkin.storage,delivery.erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-69 and BCSI Building Component Tampa.FL 33610
Safety Information avcla le from truss Plate instlhrie.218 N.lee Street.Suite 312.Alexandria,VA 22314.
YPe Job Truss Qty Ply San Tropez
I Truss T T85447851
9892T0 T17 Half Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:52 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-JCTPByeg9ozk4AJpujbYdHahR65Z5SSteA1 GhFzKHGb
6-0-011.1.12 16-1-12 21-1-12 26-3-8 l
t 6-0-0 i 5-1.12 l 5-0-0 5-0.0 5-1-12
Scale=1:44.4
NAILED NAILED NAILED NAILED NAILED NAILED
4x10= 4x5
3x4= 2x4 II 3x6= NAILED 3x5= NAILED
NAILED NAILED NAILED 7
6.00 12 2 17 18 3 19 20 21 22 4 5 23 6 24 25 2627
`� 1 I I 11 _1)n _ ■:1 1 I ii I
1 •
al nn n$ nr i :INNIN1111114144111141111P'inrn '''''71 n- : /11V4, 1 ni •
Vi 28 29 30 3111 32 70 33 34 9 35 36 37
12
13 8
NAILED NAILED NAILED NAILED NAILED 4x10= NAILED NAILED 4x5= NAILED
6x6 2x4 it 3x8 MT2OHS- 3x5=
NAILED 3x5= NAILED NAILED NAILED
NAILED
6-0-0 11-1-12 16-1-12 21-1-12 26-3-8
I1 5-1-12 l 5-0-0 I 5-0-0 l 5-1-12
Plate Offsets(X,Y)-- [1:Edge,0-2-131,[2:0-7-0,0 2-01[6:0-2-4,0-1-81,[7:0-2-0,0-1-81,[8:Edge,0-1-81,[9:0-2-0,0.1-8] —_--
LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (lac) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.19 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.49 10-12 >637 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Inch NO WB 0.71 Horz(TL) 0.11 8 ria n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:136 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Excepts TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins,
2-5:2x4 SP No.1 except end verticals.
BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
1-11:2x4 SP SS 8-5-9 oc bracing:10-12.
WEBS 2x4 SP No.3`Except'
2-12,3-10,6-10,7-9:2x4 SP No.2
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 8=2148/0-5-8,1=1958/0-5-8
Max Horz 1=87(LC 8)
Max Uplift 8=-303(LC 5),1=-249(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3363/441,2-3=-4097/555,3-4=-3951/537,4-6=-3951/537,6-7=-2659/372,
7-8=-2007/351
• BOT CHORD 1-13=420/2927,12-13=-418/2940,10-12=-55514097,9-10=-372/2659
WEBS 2-13=0/407,2-12=193/1450,3-12=-528/213,4-10=-517/209,6-10=-212/1550,
6-9=-1456/358,7-9=-436/3128 ,,�11111117//��
�so N;c ER P. FAN,�
NOTES •• •y� .•GENS.. 2�i
1)Unbalanced roof live loads have been considered for this design. • \
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. .�� ... \e F•••. °..
II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 No 22839 i
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 z-13• �r1I :CC
will fit between the bottom chord and any other members. . • .•ETA F .• f1
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 lb uplift at joint 8 and 249 lb uplift at i O " •'r
joint 1. P• :\ �:
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. ��,.' "• ......... ``0 ,,
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,•,I�'/O t1 Ai GC"
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Wafter P.Finn PE No.22839
Uniform Loads(plf) MITek USA,Inc.FL Cert 6634
Vert:1-2=-60,2-7=-60,8-14=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
nntiniled an naafi 2 1
0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MIle10:connectors.this design Is based only upon parameters shown,and is Ion an individual b lding component,not
building truss system.Before use,the building
ng designer must verify the applicability of design parameters and properlykrcorporato this design into the overall
is.
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MIR**
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the East Blvd.
katxk.atbn and n,storage.delivery,erectIo bracing of mares and Miss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 P
Soley Information valklbie from truss Plato Institute,218 N.bee Street,Suite 312, ParkeFEast
te 312,Alexandria,VA 22314. ,
Job Truss Truss Type Qty Ply i San Tropez
T8544785
9892T0 T17 Half Hip Girder 1 1
;Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:52 2016 Page 2
ID:?vaddOEXW VnNmISh6DjGdgz0E7e-JCTPByeg9ozk4AJpujbYdHahR65Z5SSteA1 GhFzKHGb
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:2=-97(F)5=-97(F)11=-60(F)13=-60(F)4=-97(F)10=-60(F)17=-97(F)18=-97(F)19=-97(F)22=-97(F)23=-97(F)24—97(F)25=97(F)27=-103(F)28=113(F)
29=159(F)30=-60(F)31=-60(F)32=-60(F)33=-60(F)34=-60(F)35=-60(F)36=-60(F)37=-62(F)
it
� I
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.1013/2015 BEFORE USE.
Design valid for use only with Ml lek6a connectors.Ms design is based only upon rxrarneters shown,and Is for an Individual balding component,riot
a truss system.Before use.the bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall MiTek'
bulking design. dracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal Injury and properly<kanage. For general guidance regarding the truss Parke EastBlvd
lrtrk:atbn,storage,delivery.erection and bracing of trusses and toss systems,seeANSI/1P11 QualityFL
ty Criteria.DSB-89 and BCSI Building Component 1 Tampa.04 Parke
33610
Safety Information available from Ptak:Institute,218 N.Lee Street,Suite 312. iexandrla.VA22314.
Job Truss Truss Type Qty I Ply San Tropez
T8544786
9892T0 T18 Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:53 2016 Page 1
10:?vaddQEXW VnNmISh6DjGdgzOE7e-nPOnONIv55bhKu?SQ6n9U6sMW UIgyJOtgmpDhzKHGa
14-1-12 20-1-12 I 26-3-8
I— 8_Q 0 I 6-1-12 I 6-0-0 6.1-12
Scale=1:44.6
4x10= 3x5=
2x411 5x6_
2 16 17 3 4 18 19 5
6.00 12 E. 1 n
15
14
1
ii
10 9 B 7
4x5=
2x4 I i 3x6 3x8= 3x5= 2x4 II
4x10 I
8-0-0 14-1-12 20-1-12 26-3-8
8-0-0 I 6-1-12 I 6.0-0 I 6-1-12
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-7],[2:0-7-0,0-2-0],[4:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.08 10-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.25 10-13 >999 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.54 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:136 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 6=1046/0-5.8,1=1046/0-5-8
Max Horz 1=116(LC 12)
Max Uplift 6=-174(LC 9),1=-105(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.2=-16751313,2-3=-1622/334,3-4.1622/334,4-5=-1174/232,5-6=-991/239
BOT CHORD 1-104-337/1403,8-10=-336/1408,7-8=-241/1204
WEBS 2-10=0/293,2-8=-84/392,3-8=-378/148,4.8=-120/520,4-7=-698/229,5-7=-278/1417
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsl;BCDL=5.Opsf;h=25ft;B=45ft L=26ft;eave=4ft;Cat.
I112 2x 1 Encl.,GCpi=0.18;MWFRS(directional)and C-C
C for members and forces&MW FRS for reactions(shown;Lumber DOL=1 60 plate grip DOL 160 Exterior(2)8-0-0 to `,`0` 4.01111111•11�',,'
3)Provide adequate drainage to prevent water ponding. ♦ ``P ..........•
E N$•�•.L ��i.
5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �4 \ F
will fit between the bottom chord and any other members. • NO 22839 r.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 6 and 105 lb uplift at •;
r. *;• 'r •
joint i. — !,--, * i —
E ,r r
:-53z r TAT( ;'C
.' . .../ s,,,, �;` •
00 i' •S
lf, O N Ai- ���,s
.1811111110.
Walter P.Ann PE No.22839
MRek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
mito WARNING-Verity design parameters and READ NOTES ON TNIS AND INCLUDED MiEK REFERANCE PAGE 6W7473 rev.1003/2016 BEFORE USE j
Design valid for use only with MltekS connectors.this design is based only upon parameters shown,and Is for an individual l b ulding component.not
a truss system.Before use.the building designer must verify the applk:atrlity of design parameters and properly Incorporate this design Into the overall MiTek'
building kxN
ding design. Bracing Indicated Is to prevent budding of vidual truss web and/or chord members only.Acid nowt!temporary and permanent bracing i
Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the Pae East Blvd.lubrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 690469 P,rkrkF33610
Safety Information available from Trus Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314.
Job Truss i Truss Type I Qty I Ply I San Tropez T8544787
I
9892T0 T19 Half Hip 1 1
IJob Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:53 2016 Page 1
ID:?vaddQEXWVnNmISh6DjGdgz0E7e-nPOnOlflv55bhKu?SQ6n9U6wUW RCgzVOtgmpDhzKHGa
5.0.3i 10-0-0 15-5-12 I 20.9-12 I 26.3-8..
5-0-3 4.11-13 5-5-12 5-4-0 5-5-12
Scale=1:44.9
6x6' 2x4 I 3x4= 3x6= 3x4=
5 6 21 22
4 7
3 18 19 20
6.00 12
2x4- 17
2
16
ra iii
non il
Ei
1
b
12 11 10 9 8
4x6 II 3x4= 3x6 3x8= 3x4= 2x4 II
10.0.015-5-12 20.9.12 26-3-8
I10-0.0 + 5-5-12 I 5-4-0 + 5-5-12
Plate Offsets(X,Y)-- [1:0-2-12,0.0-71,13:0.4-12,Edge],[7:0-1-12,0-1-8],[9:0-1-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.18 12-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.46 12-15 >675 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 I Code FBC2014ITPI2007 Matrix-MSI
Weight:151 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEDGE 8.8-3 oc bracing:1-12.
Left:2x4 SP No.3
REACTIONS. (lb/size) 8=1046/0-5-8,1=1046/0-5-8
Max Horz 1=145(LC 12)
Max Uplift 8=-176(LC 9),1=-100(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1763/352,2.3=-1463/279,3-4=-1276/280,4-5=-1276/280,5-7=-875/181,
7.8=-998/244
BOT CHORD 1-12=-439/1525,10-12=-293/1252,9-10=-181/875
WEBS 2-12=-316/164,3-12=0/402,4-10=-343/143,5-10=-140/566,5-9=-742/241,
7-9=-252/1218
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,Ott MI //i/.�
2) II;Wind:ASCE
BSE Encl.,GCpi=0.18;MWFRS(directional)one)and C-C Exterior(2)0.0 0 to 3-0-0,lnteropr(1)3-0-0 0t B=45ft;10-0-0 LExterior(2)01t;Cat.
0-0 to ,S�%\,�ER..... "��#4,
14-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `•,�� N34.-• �c E N 5+�.ti ��• �
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. : No 22839
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 176 lb uplift at joint 8 and 100 lb uplift at = • 1
joint 1. *"13..A fit ( :CC:
1.1)10 TATE-. F /
. s •
• •
, s1ONA,� -••%�
Walter P.Rnn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
{
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mu. ,
Design valid for use oNy with Mltelra connectors.This design Is based oNy upon parameters shown,and Is for an individual bolding component,not
a truss system.Before use-the bulking designer must verity the applicability of design parameters and property Iscorp oroto this design Into the overall
baling design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members oNy.Additional ternporcxy and Permanent bracing M]Tek
is always requked for stability and to prevent collapse with possble personal him and property damage. For general guicdcnce regarding the 04 Parke East Blvd.
i*
lubrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-$9 and BCSI Building69
Component 6904 P.rkF33610
Safety trmaMd
on avalae from buss Rate Institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. I
Job Truss I Truss Type Qty Ply San Tropez
1 T8544788.
9892T0 T20 Roof Special Supported Gable 1 1
Job Reference(optional) 1
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:54 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-Fba9cdgwgPDSJUSC08d0iif81vv5ZX_A6UW NI7zKHGZ
1-4-0 5-10-8 {
I 1-4-0 - f 4.6.8
Scale=1:13.9
3x4 II
3.00 riF 3
1
6
3x6=
1
I0� w a
.......:
4
5
3x8 2x4
5-10-8
H7
5-10-8
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) rVa - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) Na n/a 999
BCLL 0.0 ' Rep Stress Ind YES WB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.10-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=223/5-10-8,4=223/5-10-8
Max Horz 5=45(LC 12)
Max Uplift 5=-32(LC 8),4=-40(LC 8)
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=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=2511;B=45ft;L=24it;eave=2it;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 1-4-0,Exterior(2)1-4-0 to 5-8-12 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/IP]1.
3)Provide adequate drainage to prevent water ponding.
4)Gable requires continuous bottom chord bearing.
5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 011111111/14
,11 „f,,,
6)Gable studs spaced al 1-4-0 oc. ��� �/�
7)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. ,�� ER P F I��
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ••``Q.�. ..... ... • /4, �
will fit between the bottom chord and any other members. ,�� V••.• \G EN •S •.•ti •moi
9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 5 and 40 lb uplift at �4 • V F •
joint 4. No 22839
*: :*
• * :
%1 T TA F 4C
:Ol r
•
',11/i/0NAt-�1 0
Walter R Finn PE No.22839
Mitek USA.Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
. mg.
• A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mu-7473 rev.1O03/20I5 BEFORE USE.
•
Design valid for use only with MItek.:connectors.this design Is based only upon parameters shown,and Is for an txJlv d al b ulding component,not
a truss system.Before use,the building designer must verity the applied:llty of design parameters and properly Incorporate this design into the overall M iT®k'
building design. Brach()indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporcxY cxrd permanent bracing
is always required for stability and to prevent collapse with posstde personal INLAY and property darnag°. For general guidance wadding inti ttx> East Blvd.
fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria, 6904
DSB-89 and BCSI Building Component 6904 P.Parke East B
Safety Information avdlable hon truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22114. __ 1
Job Truss 'Truss Type ;Qty IPly I San Tropez T8544789
9892T0 T21 I Roof Special 1 1
II
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:55 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-jn8YpzhYRjLJxe1 Oar8FFvBH3JEol_DJ L8FW HZzKHGY
5-4-05.10-8
I 5-4-0 I 0-6-8 {
3.00 12 Scale=1:14.7
3x6=
2x4 1 I3 1�
6 2
E
0
4
5
2x4 11
2-11-4 5-10-8
I2-11.4 1 2-11-4
Plate Offsets(X,Y)-- [5:0-2-0.0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.14 4-5 >479 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.13 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 5=227/0-5-8,3=160/Mechanical,4=66/Mechanical
i Max Horz 5=-40(LC 10)
Max Uplift 5=-52(LC 8),3=-66(LC 8)
Max Gray 5=227(LC 1),3=160(LC 1),4=108(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=5.Opsf;BCDL=5.Opsf;h=25th B=451t;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 3-1-12,Interior(1)3-1-12 to 5-9-12 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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. ��,,,,��R '1�I ��I�
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 5 and 66 lb uplift at S\rS-.............(,J ��
joint 3. : v•:
Job I Truss Truss Type Oty Ply San Tropez
T8544790
9892T0 T22 Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:55 2016 Page 1
ID:?vaddQEXW VnNmlSh6DjGdgzOE7e-jnBYpzhYRjLJxel Oar8FFvBHwJEkI_DJLBFwHZzKHGY
0-6-14 , 5-10-8
1 0-6-14 5.3.10
6.00 112 12 Scale=1:20.6
356=
2x4 II 2 6 7 3
re.
:, ,
1
',1
)......
,5 x,4 I 4
2.11-4I 5-10-8
2-11-4 2-11-4
Plate Offsets(X,Y)-- 12:0-3-0 0-2-0],[5:0.2-010-0-8]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.05 4-5 >999 240 MT20 244/190
•
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.14 4-5 >473 180
BOLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.23 3 rVa n/a
BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=162/Mechanical,5=227/0-5-8,4=65/Mechanical
Max Horz 5=-61(LC 10)
Max Uplift 3=-75(LC 9),5=-47(LC 8)
Max Gray 3=162(LC 1),5=227(LC 1),4=109(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=24f1;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4.9-13,Interior(1)4-9-13 to 5-9-12 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 `,,,`,��ER 11 I, _
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections. �, P•. •• ti ,/•
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 3 and 47 lb uplift at ,,• V:.• �,E N$.••v •��
joint 5. • -0.
No 22839
T.O
:� TAT 9. F .:41//
•
ann"o
Walter P.Ann PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
• May 3,2016
I
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. -.
Design valid for use only with MllekE)connectors.Ids design Is tuned only upon parameters shown.and Is for an individual building component,riot
a truss system.Before use,the bulling designer must verify the applicability of ckrsign parameters and property incorporate this design into the overall
bulding 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 Y*ay and property damage. For general guidance tegardng ttxz Parke East Blvd
fabrication,storage.delivery,erection and bracing of trussesand d truss systems,seeANSI/IDI1 Quality Criteria,13511-89
-89 and SCSI Building Component 690469 P.rkFEast 0
Safety Information available from InaAlexandria-
Inas Plate institute,218 N.Lee Street,Suite 312, VA 22314.
Job Truss I Truss Type i Qty Ply San Tropez T8544791
9892T0 T23 I Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:56 2016 Page 1
ID:?vadd0EXWVfNmlSh6DjGdgz0E7e-C_iw1JiACOTAYoca7ZfUn7kOpjYk1 RTTZo?UgOzKHGX
MI
2-6-14 5-10-8
2-8-14 3-3-10
4x6
Scale=1:24.8
6.00.112
2 r
3 'y
1
2X411
1
f
►/ 4
5
4x5 I
2.6.14 5-10-8 {
2-6-14 3-3-10
Plate Offsets(X,Y)-- [2:0-2-3,Edgel,[5:0-2-8,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.08 4-5 >889 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.14 4-5 >469 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.31 3 IVa n/a
•
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:21 lb FT=20%
1 LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=161/Mechanical,5=227/0-5-8,4=66/Mechanical
Max Horz 5=89(LC 12)
Max Uplift 3=-74(LC 9),5=-6(LC 8)
Max Gray 3=161(LC 1),5=227(LC 1),4=110(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft L=24f1;eave=4tt;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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 ,,,,����ER 1I I p.40.,
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections. �� •�P . •G E N. ••;ti ���
• i
joint 5. No 22839
•
L;kI2
°I, <‘_(•:* R�•
X11/S10NAL -•%s
Walter P.Rnn PE No.22839
• MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
I
0 WARNING-Verily design paranoias and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE.
Nit
Design valid for use only with MITeldD connectors.this design Is based only upon parameters shown.and is for an Individual building component,not
a truss system.Before use,the balking designer must verify the applicability of design',ammeters and properly Incorporate this design Into the overall 1Tek
building design. Placing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Addllon l temporary and permanent bracing M
Is always required for stability and to prevent collapse with possible personal Injury and property ddamage. For general guidance regarding the Parke East Blvd.
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Catena.DSB49 and BCSI Building Component 690469 P.Park
33610
Safety Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312.Noxand ria.VA 22314. _ ___
Job Truss TTruss Type Qty Ply San Tropez T8544792I
9892T0 T24 1Half Hip 1 I 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:56 2016 Page 1
I D:?vaddOEXW VnNmISh6DjGdgzOE7e-C_iw 1 JiACOTAYoca7ZfUn7kRNj W Bl RTTZo?UgOzKHGX
E____— 4-6-14 I 610-8_._I
4-6-14 1-3-10
3x6_ Scale=1:30.5
6.00 12 T
��'il
6
3x4 II
1
IP
II T
IN
►��
Mi
5 4
5x10 MT2OHS I I
I 4.6.14 _--- --- I 5-10-8
4-6-14 1-3-10
LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.10 4-5 >654 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.15 4-5 >467 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.36 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10.8 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.
1 REACTIONS. (lb/size) 3=160/Mechanical,5=227/0-5.8,4=67/Mechanical
Max Horz 5=118(LC 12)
Max Uplift 3=-76(LC 12)
Max Gray 3=160(LC 1),5=227(LC 1),4=110(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=2511;B=45fh L=24lt;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1.12 to 4-6-14,Exterior(2)
4-6.14 to 5-9-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 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. `,.‘01111111//ii.�
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 ,,�� ��eR P se
will fit between the bottom chord and any other members. ``� `P . ..... .....E .�
7)Refer to girder(s)for truss to truss connections. v. S • moi.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 3. :� \' F .
• No 22839
.
* ;* .
'Ii
*
N
�s !NTAlk F I-ti:
%
.,,FSS R ...
•
Itimilit-
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
•
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
. legt
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekS connectors.this design is based only upon parameters shown,and is for an kxdivklual 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 trickling of infiNklual truss web and/of chord members of Ay. Additional temporary and permanent bracing MiTek'
Is always required for stablity and to prevent collapse with possible personal Injury and property cfarnage. tor general gukiance regarding the e East Blvd.
fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality 6904 Park
Criteria,DSB-89 and SCSI Building Component East 0
Safety Tampa.P.FParke
Information available from truss Plate institute.218 N.tee Street,Suite 312,Alexmdrla,VA 22314. I _-
`f
Job Truss I Truss Type ,Qty 'Ply San Tropez
T8544793
9892T0 T25 Roof Special Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:58 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgz0E7e-BMggS?jOkejtoSmzFziysYpi9X9DV9Nm 16UauuzKHGV
2.3.4 5-9.7-_--- 9-3-10 14.5.9 19-7-9 I 25-1-0
' 2-3-4 l 3-6-3 l 3-6-3 l 5-1-15 I 5-1-15 — 5-5-7
Scale=1:48.5
NAILED
NAILED NAILED 4x6=
4x5= 3x4- 3x4- 5x12-
NAILED NAILED NAILED NAILED NAILED
6.00 i2 4 18 19 20 215 22 23 6 24 25 267
IN I l7 iii i
3x4 i
3
a 3x8- 4x5= co
1 J� 17
'S qqi
NI
NIfl nil lfl in r I10 llU 1B 'I [i(1 —Al] ILII riti1 - -
14 27 13 28 12 29 11 3010 31 32 933 34 358
15
2x4 I I 4x5= NAILED 3x4= 3x8=NAILED 3x8MT20HS- 3x4_—
NAILED NAILED 4x5= NAILED 3x4 I
NAILED NAILED NAILED NAILED NAILED NAILED NAILED
2-3-4 5-9-7 9-3-10 14-5-9 19.7-9I 25-1-0
2-3-4 I 3-6-3 l 3-6-3 I 5-1-15 I 5-1-15 5-5-7
Plate Offsets(X,Y)-- [7:0-3-8,0-3-01,[14:0-2-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.09 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.24 10-12 >999 180 MT20HS 187/143
BCLL 0.0 " Rep Stress Incr NO WB 0.81 Horz(TL) 0.15 17 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:168 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 15=1506/0-5-8,17=1815/0-5-8
Max Horz 15=101(LC 8)
Max Uplift 15=-262(LC 8),17=-588(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-15=-1470/258,1-2=-1625/279,2-3=-2297/484,3-4=-2129/554,4-5=-1879/518,
5-6=-2081/619,6-7=-1470/458
BOT CHORD 13-14=-407/1734,12-13=-505/2030,10-12=-619/2081,9-10=-458/1470
WEBS 1-14=-363/2118,2-14=-1302/312,2-13=-117/331,3-12=-292/55,4-12=-84/609,
5-12=-388/201,5-10=-396/188,6-10=-243/871,6-9=-1203/461,7-9=-593/1922
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=S.Opsf;BCDL=5.0psf;h=2511;8=4511 L=251t;eave=41t;Cat. ,,�%1I11111r,,.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,,`%� 1ER P. F/4 tie
3)Provide adequate drainage to prevent water ponding. ,��s V •Q.•... E NI. • ,/,•
4)All plates are MT20 plates unless otherwise indicated. • \ S••. �i
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ' \' i
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 = No 22839 i
will lit between the bottom chord and any other members. • *;
7) Bearing at joint(s)17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. •
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 15 and 588 lb uplift "fl• . :CC Z
at joint 17. I:13 ''''TA1' 1 F :-4I
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. i�0% Z' /, P M1�.:4;
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� c•�i .. R �,�` ." ��
1
LOAD
DDead CASE(S)RooL Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,'SIS/Q NAL-�,`0 ,`
Uniform Loads(plf)
Vert:1-2=-60,2-4=-60,4-7=-60,8-15=-20 Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Continued on Daae 2
MOM
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. NMI
Design valid for use only with MllekSJ connectors.This design Is based only upon',ammeters shown,and is for csr individual building component,not
a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly incorporate tills design Into the overall
briding design. Bracing Indicated Is to prevent buckling of Individual truss wet,and/or chord members only. Adallllonal temporary and permanent I>racing MiTek'
Is always regaled for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and tracing of trusses and Inns systems,SeeANSI/TPI I Qudily Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexaxirla VA 22314. Tampa.FL 33610 - --- _
Job Truss Truss Type 1 Qty Ply San Tropez
T8544793,
9892T0 T25 1 Roof Special Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:58 2016 Page 2
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-8MggS?jQkejto5mzFziysYpi9X9DV9Nm 16UauuzKHGV
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:11=-47(B)14=-46(B)13=-46(B)18=-100(B)19=-100(B)21=-100(B)22=-100(B)23=-100(B)24=-100(B)25=-100(B)26=-112(B)27=-45(B)28=-47(B)
29=-47(B)30=-47(B)31=-47(B)32=-47(B)33=-47(B)34=-47(B)35=-52(B)
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MIIek®connectors.this design is based only upon parameters shown,and is for an Individual balding component.not
a truss system.Before use.the bulking designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall MiTek'
twldIng design. Bracing Indicated is to prevent buckling of kx%vidual truss web and/or chord members only.Additional temporary and permanent tracing
Is always requked for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the East Blvd.frbricati oar,storage,delivery.erection6904
and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria.DSB-89 and BCSI Building Component
Safety information available from truss Plate institute.218 N.Lee Street,Sidle 312,Alexandria.VA 22314. Tampa.P.ParkeFL 33610
Job Truss Truss Type i Qty Ply `San Tropez
T85447941
9892T0 T26 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:58 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-8MggS?jQkejto5mzFziysYpoxXBUVDCm 16UauuzKHGV
3-3-4 7-3-7 11-3-10 18-0-9 25-1-0
I
3-3-4 4-0-3 I 4.0.3 I 6-8-15 ( 7-0-7
Scale=1:46.4
4x6=
4x5=
3x4= 5x12 =
4 16 17 18 5 6
6.00 FIF f' _ ..
3x4 15
3
r*
. 3x5= 4x5=
1 .
:a n 1 14
0
N
4
12 11 10 9 19 8 20 7
2x4 II 4x10= 3x8= 3x6 3x4= 2x4 II
3-3-4 11-3-10 18-0-9 25-1-0
I 3-3-4 i 8-0-6 _ I 6-8-15 I 7-0-7
Plate Offsets(X,Y)-- (6:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 IC 0.54 Vert(LL) -0.12 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.32 10-11 >916 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.08 14 n/a rVa
BCDL 10.0 Code FBC2014/TP12007
i Matrix-MS Weight:165 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 12=988/0-5-8,14=959/0-5-8
Max Horz 12=116(LC 12)
Max Uplift 12=-89(LC 12),14=-177(LC 9)
Max Gray 12=988(LC 1),14=980(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-980/149,1-2=-1195/148,2-3=-1440/218,3-4=-1165/220,4-5=-996/228,
5.6=-833/176
BOT CHORD 10-11=-318/1188,8-10=-176/833
WEBS 1-11=-176/1473,2-11=-816/177,3-10=-281/126,4-10=0/283,5-8=-608/225,
6-8=-223/1049
NOTES-
1)
II;fInd:Exp BSE Encl.,GCpi 10.18;MWFRS(directional)and CIC Exterior(2)0-15 2 to3-3-4,Interior(1)s 3 3 4 to 11-3-0?Exterior(2)4fh Cat. ,`��t,/ER 'PI F ilii
11-3-10 to 14-3-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 s%yJP,�••••E ••.• /4 'ems
2) Provide adequate drainage to prevent water ponding. ,�� 4••\G N S' •.4' 0• i�
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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N O 22839 T.
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .1.. * ._• �1 ••
capacity of bearing surface. • t ,,*.,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 12 and 177 lb uplift at �'U• ;CC=
f�. -Q4:•
joint 14. ��^ jTAYE� F
1///1111130
Wafter P.Ann PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
f
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MM-7077 rev.10N3l2015 BEFORE USE. lir
Design valid for use only with MITeka connectors.this design Is based only upon fxranoters shown.and Is for(Sr indvkknal building component.not
a truss system.Before use.the bulking designer must verify the applicobliy of design parameters arid properly incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent bucking of indM du al truss web chid/or chord members only. Additional temporary and permanent tracing MiTek•
Is always required for sfabitty and to prevent collapse with possible personal Ferry and property damage. for generol guidance regardktg the 6904 Parke East Blvd.
fabrication.storage.delNery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component
Safety Information available horn truss Plate instlkie,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss I Truss Type Qty Ply San Tropez
T8544795'
9892T0 T27 i Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:23:59 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-cZO2fLk3VxrkPFL9phDBPIM07WV9EeVvFmDBGLzKHGU
4-3-4
— I8-9-7 13-3 10 19-0-9 25-1-0
,_-
4-3-4 4-6-3 4-6-3 5-8-15 6-0-7
Scale=1:53.8
4x6
4x6=
4x5= 3x4= 5x12-
4 17 5 6
6.00 12 -1
3x4 i 16
3
% x5= 4x5/ //////'
0�
�d %
rJ 1 1•:-
EN[a 15
iii 14
El
S
N
11 10 9 18 8 19 7
12 3x6=
2x4 ''.I 4x10= 3x8= 3x4= 2x4 II
4-3-4 13.3-10 _19-0-9 25-1-0 i
4-3-4 9-0-6 I 5-8-15 l 6-0-7
Plate Offsets(X,Y)-- [1:0-2-4,0-1-8],[6:0-3-8,0-3-01
I
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.18 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.48 9-11 >614 180
BCLL 0.0 • Rep Stress Incr YES WB 0.69 Horz(TL) 0.07 14 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:178 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 12=988/0-5-8,14=959/0-5-8
Max Horz 12=130(LC 12)
Max Uplift 12=-83(LC 12),14=-170(LC 9)
Max Gray 12=988(LC 1),14=991(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-971/146,1-2=-1252/138,2.3=-1502/209,3-4=-1026/185,4-5=-860/199,
5-6=-640/141
BOT CHORD 9-11=-303/1119,8-9=-141/640
WEBS 1-11=-158/1495,2-11=-886/186,3-11=-17/314,3-9=-383/150,5-9=-95/367,
5-8=-674/223,6-8=-212/955
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. ,,111111111g".
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1.12,Interior(1)3-1-12 to 13-3-10,Exterior(2) ��1 1 E P. R"oi,
13-3-10 to 16-3-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,%•%_ p.�.........• /4/,�,,
2)Provide adequate drainage to prevent water ponding. •% " S'•• • i
3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �4 . \' F• •• 00
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 No 22839 i
will tit between the bottom chord and any other members,with BCDL=10.Opsf. *;• S* en
•
5)Bearing at joint(s)14 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify r * ', , ', •
capacity of bearing surface. •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 12 and 170 lb uplift at ? r' -I'l
joint 14. T.�O',.� ISTA1'� -OF :4��
' P, :rte :
Job Truss Truss Type Qty Ply San Tropez
T8544796
9892T0 T28 1Roof Special Girder 1
4 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:00 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-41yRshlhGFzb1 PwLMOkQyzv3sKoW zOw2UQzhznzKHGT
5-0-12 9-11-11 14-10-10 19-10-1 l 25-1-0
i_____ 5-0-12 I 4.10.15 I 4-10-15 4-11-7 5-2-15
4x6= Scale=1:58.6
4x6=
4x5=
4x5= 8x12=
4 5 6
6.00 fizriBIEMBilnii
Ali
3x6— ii
5x12= 4x5 4
v
w
11 I
r 1
0
rF it o
......................................................11 au
12 15 16 11 17 18 10 19 20 9 21 22 23 8 24 7
SxtO MT2OHS 'J 8x10= THD46 8x10= THD46 7x10= THD46 8x10, THD46 3x6 II
THD46 THD46 THD46 TH046 THD46 THD46 THD46
5-0-12 9-11-11 14-10-10 19.10-1I 25-1-0
5-0-12 I 4-10.15 I 4.10.15 4.11.7 5-2-15
Plate Offsets(X,Y)-- [2:0-2-8,0-2-4],[3:0-1-12,0-1-8],[6:0-3-8,Edge],[7:0.2-8,0-0-12],[8:0-3-8,0-4-12],[9:0-4-8,0-4-8],[10:0-3-8,0.4-12],[11:0-3-8,0-4-8]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.25 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 i BC 0.91 Vert(TL) -0.40 10-11 >743 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Ina NO WB 1.00 Horz(TL) 0.11 14 n/a n/a '
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:859 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
2-4:2x4 SP No.1 except end verticals.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
9-12:2x6 SP SS
WEBS 2x4 SP No.3*Except*
1-12:2x6 SP No.2,1-11:2x4 SP No.1,6-8:2x4 SP No.2
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 12=4562/0-5-8,14=4149/0-5-8
Max Horz 12=142(LC 8)
Max Uplift 12=-77(LC 8),14=-158(LC 5)
Max Gray 12=13961(LC 12),14=12638(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.12=-12322/94,1-2=-19163/83,2-3=-18028/106,3.4=-12462/110,4.5.11118/121,
5-6=-7487/81,7-13=0/936,6-13=0/936
BOT CHORD 11-12=-148/390,10-11=-230/19449,9-10=-195/16144,8-9=-81/7487,7-8.11/698
WEBS 1-11=-91/22391,2-11=-5968/106,2-10=-3889/45,3-10=0/7910,3-9=-7534/111,
4-9=0/5472,5-9=-82/6871,5-8=-5898/178,6-8=-141/13478 ,,1111111111///x,,,
,s• O ER P F� 'ii
NOTES-
1)Special connection required to distribute bottom chord loads equally between all plies. `•%,•1_,v,...
• .......
•.1/�'•• �
2)4-ply truss to be connected together with 10d(0.131'x3')nails as follows: �. \' 0�
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. N O 22839 .T.
Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. *' ••* •'
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 3-10 2x4-1 row at 0-4-0 oc,member 5-8 2x4-1 row at 0-6-0
oc. *
Attach BC w/1/2'diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. •]� •Cr X
3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ti. TAY Et F :'J
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. %0 `� Q,
4)Unbalanced roof live loads have been considered for this design.
5)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsi;h=25th B=45ft;L=25ft;eave=4ft;Cat. ,�'jes• .....,.��•�w`•
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �',,SIO N A1-c.100%
6)Provide adequate drainage to prevent water ponding. �I//1111111j111
7)All plates are MT20 plates unless otherwise indicated.
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Continued on oaae 2
mil. f
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2016 BEFORE USE. 1
Design valid for use only with Mild connectors.Ibis design Is based only upon parameters shown,and is for on Individual building component.not j
a tnas system.Before use.the bilking ckn sner must verify Hie applicabllty of design parameters and properly incorporate this design Into the overall
buldng 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 tar stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the e East Blvd.falx cation.storage.delivery.erection and
bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 690469P.Parke
East 0
Safely Information available from Truss Plate Institute,718 N.Lee Street Suite 312.Alexandria VA 22314.
Job Truss Truss Type ;Cry Ply San Tropez
T8544796
9892T0 T28 Roof Special Girder 1
• 4 I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:00 2016 Page 2
I D:?vaddOEXW VnNmISh6DjGdgzOE7e-41yRshlhGFzb 1 PwLMOkQyzv3sKoW zOw2UQzhznzKHGT
NOTES-
8)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5
Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6
MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel;#11 Dead+
0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)Left);#17 Dead+0.75
Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6
MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel).
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)*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.
11)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
12)Provide mechanical connection(by others)of truss 10 bearing plate capable of withstanding 77 lb uplift at joint 12 and 158 lb uplift at joint 14.
13)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left end to 22-0-0 to connect truss(es)
to front face of bottom chord.
14) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
t)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-2=-60,2-4=-60,4-6=-60,7-12=-20
Concentrated Loads(Ib)
Vert:10=-585(F)8=-603(F)15=-585(F)16=-585(F)17=-831(F)18=-585(F)19=-585(F)20=-603(F)21=-603(F)23=-603(F)24=-603(F)
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI 7473 rev.10/032015 BEFORE USE.
Design valid for use only with Mileise connectors.Ibis design is based only upon parameters shown,and is la an individual building component.ent.not
a truss system.Before use.the buildng designer must verify tho applicability of design parameters and properly incorporate this design rife the overall
bulking design. Bracing indicated is to prevent buckling 01 individual truss web and/or chord members only.Additional temporary r rrdl permanent bracing MiTek'
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.
Safely
delivery.erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component
Safety Information available Born truss Rale Institute.210 N.Lee Street.Suite 312,Nexaxkta,VA 22314. Tampa.FL 33610
Job (Truss ITruss Type Qty 1Ply I San Tropez
T8544797
9892T0 I'�T29 Half Hip Girder 2 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:01 2016 Page 1
I D:?vaddQEXW VnNmI Sh6DjGdgz0E7e-YxVp41 IJ 1 Z5SIZVYw6FIUARNnk9W ii6Cj4iEVDzKHGS
2.0-06-0-0
2-0-0 4.0.0
Scale=1:11.4
4x5=
3.00 112 Special NAILED
2 9 3
1
- H -
10 4
2x4 II NAILED
Special
3x4=
2-0-0 6-0-0I
I 2-0-0 I _ a-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 0.31 Vert(LL) 0.17 4-5 >419 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.29 4-5 >243 180
BCLL 0.0 * Rep Stress Incl NO WB 0.04 Horz(TL) 0.10 3 n/a Hie
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:19 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=248/0-3-8,3=118/Mechanical,4=128/Mechanical
Max Horz 1=16(LC 4)
Max Uplift 1=-106(LC 4),3=-55(LC 4),4=-61(LC 4)
Max Gray 1=248(LC 1),3=118(LC 1),4=141(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0psf;h=2511;B=45ft;L=24ft;eave=4th Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections. ,,11111 II1 t t tri',
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 1,55 lb uplift at joint ,�� SER P R I,
3 and 61 lb uplift at joint 4. ��� P`�;••'"�"••.IA �,
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. ♦ % . �G E N 3 ;' ��
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)47 lb down and 84 lb up at •
• • V F• .
2-0-0 on top chord,and 25 lb down and 6 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the ZN O 22839 i
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(8). •
•
LOAD CASE(S) Standard ::13.•A \ :CC:
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i' TAY F 14-,./=
Uniform Loads(pif) 'i‘-k.%:.,....1 Q'A'• `�
Vert:1-2=-60,2-3=-60,4-6=-20
Concentrated
(lb)4(F)
i.,,ee vs/. ►�L'..E• •�s,,,
tttilltttt
Wafter P.Finn PE No.22839
MfTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
1
0 WARNING•Wally design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MiV.7473 rev.10/03/2015 BEFORE USE111111-.
Design valid for use only with MITek&connectors.This design 6 bused only upon parameters shown.and is for an indivdlual building g component.not
a truss system.Before use,the braking designer must verify the applicability of design porarneters and properly incorporate this design into the overall
bullring design. Bracing indicated Is to prevent buckling of kdMdual 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 hilly and property da age. For general guidance mooning the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seOANSI/tPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East 81vd.
Safety Information available Irom Truss Plate institute,218 N.tee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 ---_
Job Truss I Truss Type Qty Ply `San Tropez
T8544798
9892T0 T30 Half Hip 2 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:02 2016 Page 1
ID:7vaddQEXW VnNmISh6DjGdgzOE7e-073BHNmxosDJGj4kUpmu1 O_YN8YMR9ALykSo1 gzKHGR
400600
4-0-0 I 2-0-0
4x5= Scale=1:12.7
3.00 12 2 3
9
1
• 4
52x4 II
3x4=
I 4-0-0 I 20.0 I
4-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.21 5-8 >333 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.26 5-8 >279 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.08 3 rla n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=238/0-3-8,3=58/Mechanical,4=179/Mechanical
Max Horz 1=32(LC 8)
Max Uplift 1=-92(LC 8),3=-27(LC 8),4=-81(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45fh L=24ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0.0 to
5-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
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 20.0pst 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. ,,`,.001111g%1 4.,6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 1,27 lb uplift at joint 3 ,,•`` rS- ........ /4r �i
and 81 Ib uplift at joint 4. `,,. '4.4••..C E N +•.ti ':.
•
No 22839
9 . TATE F
i
• 11SS
,� /O -
NA\ v'-•`%
o
mimil"
Walter P.Rnn PE No.22839
j MfTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
1
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(EK REFERANCE PAGE MII•7473 rev.10/03/2015 BEFORE USE. NT
Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown,and Is for an indhAdual building component not !,
a truss system.Before use,the building designer must verity the applicatltlly of design parameters and properly incorporate Was design into the overall
bulldog design. Bracing Indicated Is to prevent buckling of individual truss web axed/or chord members only.Additional temporary and permanent tracing MiTek*
• Is always required for stabltiy and to prevent collapse with possible personal Injury and properly damage. For general guldrnce regarding]tha: Parke East Blvd.
krixk:atk,n.storage,delivery,erection and bracing of trussesand truss6904
systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component East
Safety Information available from Truss Plate instikn
de.218 N.lee Street.Suite 312,P exadrla.VA 22314. Tampa.P.
Parke
Job Truss 1Truss Type I Oty Ply San Tropez
T8544799
9892T0 T31 HIP GIRDER 1
2 !Job Reference(optional) I
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:04 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgzOE7e-zW Bxi2oBKUT1 W 1 D7bEpM6p31LxBAvu1 eP2xv6YzKHGP
6-0.0I 10.11.10 I 15-9-8 20-7-6 I 25-7-0 _ 31-7-0
6-0-0 4-11-10 4-9-14 4-9.14 4-11-10 6-0-0
Scale=1:52.8
30012 NAILED NAILED NAILED NAILED NAILED NAILED NAILED
5x8 4= 2x4 I I 3x8 MT2OHS= 3x4= 5x8
NAILED NAILED 3x NAILED NAILED
2 20 21 22 3 2324 25 4 265 2728 6 29 30 31 7
i�-��Ill 1 fl • I PI
8 d
1 _
N
nn ar nn n in nn nn 1�,
nn nn nTi rn nn 1n nr a
o
32 33 13 34 35 72 36 37 11 38 3g 10 40 41 9 42 43
2x4 I, 3x8
Job Truss Truss Type Oty Ply (San Tropez
T8544799'
9892T0 T31 HIP GIRDER 1
'Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:05 2016 Page 2
I D:?vaddOEXW VnNmISh6DjGdgzOE7e-RilJwOpp5nbu7AoJ9yKbfOcw5LXPeKHoeigSe_zKHGO
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-2=-60,2-7=-60,7-8=-60,14-17=-20
Concentrated Loads(lb)
Vert:2=-102(F)7=-102(F)13=-55(F)11=-55(F)4=-102(F)9=-55(F)21=-102(F)22=-102(F)23=-102(F)25=-102(F)26=-102(F)28=-102(F)29=-102(F)30=-102(F)
32=-108(F)33=-159(F)34=-55(F)35=-55(F)36=-55(F)37=-55(F)38—55(F)39=-55(F)40=-55(F)41=-55(F)42=-159(F)43=-108(F)
� I
A WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M0.7473 rev.10/03/1015 BEFORE USE. �� I
Design valid for use only with Miteker connectors.This design Is based only upon paameters shown.and Is for cn WsdMdual building component,not
a truss system.Before use,the bxAdng designer must verify the applk:ablity of design txraneters and property lncorrx>rate this design Into the overall
holding design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Parke EastBlvd.
lab dcatbn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality
lty Criteria,DSB-89 and BCSI Building Component E
Safety Information avalable from fuss Plate Institute,'218 N.Leo Street,Suite 312.AlexaKlrkl,VA 22314. Tampa.P.Parke
Job Truss Truss Type Oty Ply San Tropez
T8544800
9892T0 T32 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:05 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgzOE7e-RilJwOpp5nbu7AoJ9yKb10c_KLXyeLuoeigSe_zKHGO
8-0-0 13-2-5 18-4.11 23-7-0 31-7-0
I I _ I08.0-0 5-2-5 5-2-5 5-2-5
-0
Scale=1:53.4
3.00 12 4x5= 4x5—
3x4= 3x4=
2 18 3 4 19 5
ln 0
17 ..444% .
16 20 21
1 6
1-
i
9 8 7
3x4=
4x6= 3x4= 5x10 MT20HS= 4x6=
3x8 II 3x8 II
8-0-0 15.9-8 + 23-7-0 31.7.0
8-0-0 I 7-9-8 7-9-8 8-0-0
Plate Offsets(X,Y)-- [1:0-0.0,0-1-131,[1:0-2-13,0.9-8],[6:0-2-13,0-9.8],[6:0-0-0,0-1-13],[8:0-5-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.53 7-8 >711 240 NIT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -1.00 7-8 >379 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.69 Horz(TL) 0.18 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:130 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins.
2-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-6-15 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1263/0-3-8,6=1263/0-3-8
Max Horz 1=19(LC 11)
Max Uplift 1=-455(LC 12),6=-455(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3537/2378,2-3=-3409/2357,3-4=-4398/3007,4-5=-3409/2357,5-6=-3537/2378
BOT CHORD 1-9=-2259/3375,8.9=-2809/4304,7-8=-2813/4304,6-7=-2255/3375
WEBS 2-9=-443/566,3-9=-1134/608,4-7.1134/608,5-7.443/566
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)II; nd:ASCE 7-10;ExpB;End.,GCpi=0.18;MWFRS(directional)ona)and C iC Exterior(2)0-0-0 to 3-1-14,BDL'ntenor(1)3-1-14 to 8-0-0,Exterlor(2)8-0-0 tof 014/1 iR,P,,,"s
28-0-10,Interior(1)28-0-10 to 31-7-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions %.`, P\- .......F/ ,".
shown;Lumber DOL=1.60 plate grip DOL=1.60 .` Nr.• \C E Ni*.-. I/ ''.
3)Provide adequate drainage to prevent water ponding. ,`, • \.' ' ••• ,,
4)All plates are MT20 plates unless otherwise indicated. No 22839 I.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •1::
*.• •�
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 lit between the bottom chord and any other members. •
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 455 lb uplift at joint 1 and 455 lb uplift at �"0•1 ;CC Z
joint 6. �� I TAY:Br. F .L;1 47
Wafter P.Finn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
� r
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit
Design veld for use only with Mlleke connectors.Ins 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 ap{licabllty of design rxnaneters and properly Incorparato the design Into the overall
building design. Bracing indicated Is to prevent ruching of lndN lual truss web and/or chord members only.Additional temporary and permanent tracing MiTek*
is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the e Eas
Parkt
6904 BNd.
kixicatkxn,storage.delivery,erection and bracing of Busses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 69 P.rk East B
Safety Information available from Lues Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. ____
Job Truss I Truss Type Qty [Ply San Tropez
T8544801
9892T0 T33 Half Hip Girder 2 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:06 2016 Page 1
ID:?vaddiDEXW VnNmISh6DjGdgzOE7e-vvJi7kpSs5jIIKNVjfrgBE9F31_2NyyxsMQ?ARzKHGN
2-0-0 4-0-0
I2-0-0 2-0-0 '
Special ! Scale=1:10.8
2 3 1
6.00 rri '—
1
, 1 1 . X
4x5= 10 4
Special
3x8 II
0-6-12 2-0-0 4-0-0
1
0-6-12 1-5-4 + 2-0-0 —.
Plate Offsets(X,Y)-- [1:0-2-9,0.6-3],[1:0-0-0,0-1-151,[2:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 4-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.04 4-9 >999 180
BCLL 0.0 * Rep Stress Inch NO WB 0.00 Horz(TL) 0.06 3 n/a n/a
BCDL 10.0 I Code FBC2014/f PI2007 Matrix-MS Weight:15 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x6 SP No.2
REACTIONS. (lb/size) 3=58/Mechanical,4=78/Mechanical,1=189/0-3-8
Max Horz 1=29(LC 8)
Max Uplift 3=-27(LC 4),4=-38(LC 8),1=-61(LC 8)
Max Gray 3=58(LC 1),4=81(LC 3),1=189(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psh h=2511;B=45ft;L=24th eave=41t;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)5)'This his truss has been designed for ass has been designed for a live load of 20.Opsf on the bottom chord in all areas whe.0 psf bottom chord live load nonconcurrent with any re a rectangle 3-6-0 tall by 2-0-0 wide ,����er live loads. � •.R 'f1 f��A���,,
will fit between the bottom chord and any other members. •
,,mss•`P ..........• .IA ,�
6) Refer to girder(s)for truss to truss connections. v•
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3,38 lb uplift at joint 4 � • •\" e• '• '0
��.
and 61 lb uplift at joint 1. No 22839
•
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 62 lb up at .. *�:
2-0-0 on top chord,and 10 lb down and 3 lb up at 2-2-2 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). 7:-...1
-.:.-33..,; t TA1f Ej F ,e
LOAD CASE(S) Standard •e•0c.. ,1 �,
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �1 *{' R�'vC;c"�\;•
•
Uniform Loads(plf) s••,j��• •........• 0
Vert:1-2=-60,2-3=-60,4-5=-20
Concentrated Loads(Ib) ii, /0/�N Al `,���
Vert:10=-10(B) Walter P.Finn PE No.22839
MRek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Nri.
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.11/03/2015 BEFORE USE.
Design valid for use only with Mllekl7 connectors.this design is based only upon parameters shown.and is for art kndiv dual building component.not
a truss system.Before use,lite building designer must verify the applicablity of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is 10 prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek"
Ls always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Parke East Blvd.
fabrication,storage,delivery.erection and tracing of tr sses and truss systems.seeANSI/lP11 Quality Criteria, 6904
DSB-89 and BCSI Building Component .rk Easi B
Safety Information available from truss Plate institute.218 N.Lee Street Suite 312,Alexandria, Tampa.VA 22314. ___i
Job Truss Truss Type Qty Ply San Tropez
T8544802.
9892T0 T34 Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:07 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgz0E7e-N5t4K4g4cPrcNUyhHMM3kRh119FX60p4509ZitzKHGM
14-5-0
I 4-0-0 1 16.5-0 I 4-0-0 :
4-0-0
Scale:1/2'.1'
4x10= NAILED
NAILED NAILED NAILED NAILED 4x5
2 17 18 19 3
6.00 12 1m1 n n n n
v
N
4
1
nn r � � nn n � - 1 in ' _ I
PO 21 22 23 5 24
6
NAILED 2x4 II NAILED NAILED NAILED 3x4- NAILED X 4x5=
4x5=
NAILED NAILED 4x10 I
4x10 II
0.6.12 4-0-0 1 10-5-0 _ 1 13-10-4 14-5.01
0.6-121 3-5-4 6-5.0 3-5-4 0-6-12
Plate Offsets(X,Y)-- [1:0_3-5,Edge],[1:0-0-0,0-1-11],[2:0-7-0.0-2-0],[4:0-0-0,0.1-11),[4:0-3-5,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.14 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.23 5-6 >764 180
BCLL 0.0 • Rep Stress Incr NO WB 0.09 Horz(TL) 0.03 4 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:64 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins.
2-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left:2x6 SP No.2,Right:2x6 SP No.2
REACTIONS. (lb/size) 1=763/0-3-8,4=763/0-3-8
Max Horz 1=33(LC 7)
Max Uplift 1=-335(LC 8),4=-335(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1030/481,2-3=-878/445,3.4=-1031/481
BOT CHORD 1.6=-395/870,5-6=-400/877,4-5=-388/871
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst h=25th B=45ft;L=24ft eave=oft Cat.
• II;Exp B;Encl.,GCp1=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 `,�0,1111111///���,
plate grip DOL=1.60 0 -�eR P. F ee
3)Provide adequate drainage to prevent water ponding. N•_t li\;•..........� , lei
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� `�'�• �G E N S' •; ��
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 V F •• .i
will fit between the bottom chord and any other members.
NO 22839 •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 335 lb uplift at joint 1 and 335 lb uplift at
joint 4. e} * •
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.
4 -
i
8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • {�
:9�;) TA1E F
LOAD CASE(S) Standard i•O.••
1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •�jA'." •. \�;P� ,
Uniform Loads(pi) l •
ees a........R G• ` %
Vert:1-2=-60,2-3=-60,3-4=-60,7-12=-20 ,• s/O i AL -0
Concentrated Loads(Ib) �i•/1111110"
Vert:2=-27(B)3=-27(B)6=-24(B)5=-24(B)17=-27(B)18=-27(B)19=-27(B)20=-58(B)21=-24(B)22=-24(B)23=-24(B)
24=-58(B) Walter P.Finn PE No.22839
Mffek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev.1003,201S BEFORE USE. mil
Design vclkl for use only with Mlteke7 connectors.This design Is based only upon rxxaxmeters shown,and Is for an kxlivkhld bolding component,not
a truss system.Before use,the building designer must verify the applk:abllN 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 Milek'
Is always required for stability and to prevent coilapse with possible personal inlay and property damage. For general guidance regardlrrl the Blvd.
fabrication,storage,delivery,erection and bracing of trusses and lass systems.seeANSI/1PIl Quatb 6904 Parke East
Criteria,DSB-89 and BCSI Building Component 33610
Safety information available from truss Plate Institute,218 N.lee Street,Suite 312.Alexandra VA 22314. Tampa,P,Parke
Job Truss Truss Type Oty Ply I San Tropez
T8544803
9892T0 T35 Hip I 1
i Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 5 Apr 20 2016 MITek Industries,Inc. Tue May 03 07:24:08 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-rHOSYQriNi_T_eXug4tIGIESIZbWrsdEKfv6FJzKHGL
II 1-2-12 -} 6-0-0 8-5-0 14-5-0 I
1-2-12 4-9-4 2-5-0 I - 6-0-0
Scale=1:25.3
4x5=
4x5
2 3
11 6.00�12
16
15
Y
17 r3
14
4
1 i
•-- {ux, 6 5
4x6 II `7 2x4 II 2x4 II
4x6 II
I1-0-0 112-12 6-0-0 I 8-5-0 I 14-5-0I
1-0-0 0.2.12 4-9-4 2-5-0 6-0-0
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.12 5-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.28 5-13 >563 180
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) -0.02 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:56 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.8-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 4=523/0-7-4,7=630/0-5-8
Max Horz 7=-50(LC 10)
Max Uplift 4=-57(LC 12),7=-95(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-663/182,2-3=-507/191,3-4=-640/178
BOT CHORD 1-7=-74/504,6.7=-79/504,5-6=-77/507,4-5=-78/505
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=251t;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to
8-5-0,Interior(1)12-7-15 to 14-5-0 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 .0%1111111/11.
3)Provide adequate drainage to prevent water ponding. ,�16%,-c ER P . ile
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �• rS-••..... . �A Iii
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 �� .G E . 4 •.
will fit between the bottom chord and any other members. 'V F • 0�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 4 and 95 lb uplift al ••• NO 22839 i
joint 7. •
*i
*
1 CC
Via. TAT . F ,-49
1.0;•.,cos, < s, ,.�
•,,C` '. 7 R 1 .K`
�s1,S�0 N At-„toss
--Immo"*%
Walter P.Rnn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MS-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Milekb connectors.Ms design is based only upon parameters shown.and Is for an hdlvklual building component.not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly hcor f.mate this design into the overall
binding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary ry oral permanent bracing MiTe k
is always requked for stability and to prevent collapse with possible personal Injury and properly damage. for general gukiance regarding the 6904 Parke East Blvd.fabr catkxL storage.delivery.erection and bracing of trusses and truss systems.SeeANSI/TP11 Quality
Criteria.DSB-89 and SCSI Building ComponentEt 0
Safely Information avaliable from bus Plate institute.218 N.Lee Street Suite 312,Alexandria.VA 71314. Tampa.P.Parke
Job Truss Truss Type Oty Ply San Tropez
T8544804
9892T0 T36 Common 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:08 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-rHQSYQriNi_T_eXug4tIGfESZZdgrr5EKtv6FJzKHGL
I 7-2-8 13-9-12
7-2-8 I 6-7-4
Scale=1:27.0
4x5=
2
444444%44444011%•%
6.00 '2
16
15 17
•
14
4x5
3
4
v _.dillA �,r o
o
/ 5
4x6 1!
6 2x4 !!
3x8 II
I 1-0-0 1,,2-12 7-2-8 I _____I13.9.12 _____I1-0-0 0- -12 5-11-12 6-7.4
_Plate Offsets(X,Y)-- [1:0-2-12.0-0-7],[4:0.2-8.0-1-11]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def! Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.06 5-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 5-9 >945 180
BCLL 0.0 ' 1 Rep Stress Ind YES WB 0.09 Horz(TL) -0.04 4 Na n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:54 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
SLIDER Right 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 4=499/Mechanical,6=606/0-5-8
Max Horz 6=57(LC 11)
Max Uplift 4=-54(LC 12),6=-92(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-588/141,2-4=-552/148
BOT CHORD 1-6=-37/430,5-6=-47/430,4-5=-47/430
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=451t;L=24ft;eave=4ft;Cat.
II;Exp terior(1)3-0-0 to
-8,
10-2-8 zone ccanti ever left exposed;C-C for mei=0.18;MWFRS m)and C-C bers s a d forces&2)0-0-0 to 3-0-0,MW FRS for actions shown;Lumber2DOL=1.60rplate grip ���`��1 ER 'P,F ilii
DOL=1.60 ♦•`t's ... ..... .• /A, �I
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ V. \G E N S+•• •'f/ Opp
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 •••4: • V F• '• i
will fit between the bottom chord and any other members. NO 22839 •• 1
5)Refer to girder(s)for truss to truss connections. * • •
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 4 and 92 lb uplift at
joint 6. =.0
-:-s)..., Ig;.1:A.,)O:• 4y'
,,'I S/ONA1- C.O.
Walter P.Rnn PE No.22839
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
• Date:
May 3,2016
•
Q WARNING-Verity design parammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.10/03/2015 BEFORE USE. jNE
Design valid for use only with MlfoicE connectors.This design Is bused only upon parameters shown,and Is for an IndMdual building component,not
a truss system.Before MO.the building designer must verify the opp licablity of design parameters and property incorporate this design into the overall
briding design. Bracing Indicated B to prevent budding of Individual Truss web and/or chord members only.Additional temporary<nd permanent bracing MiTek*
Is always required for stability and to prevent collapse with possble personal Injury and properly carnage. For general guidance regarding the
fotxicatkxl,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Plate Institute,218 N.Lee Street Stile 312.Alexandria.VA 22314. Tampa.FL 33610 _-- -
Job Truss I Truss Type Qty I Ply San Tropez
T8544805'
9892T0 T37 ;Roof Special 1 1
Job Reference(optional) i
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:09 2016 Page 1
ID:?vaddQEXWVnNmISh6DjGdgzOE7e-JU_glmsK806Kco640n0XpsndNyzHZHbNZJegnmzKHGK
7-5-8
_ 6.11.8 2•3-f) 11-5-0 13.9.12
t 6.11-B l --- 3-11-8 2-4-12
0-3-0
Scale=1:26.9
4x5=
2
11111111001
6.00 RI
13
4x5=
12 3
2x4 II
11
4
-
\� Y
Y
N
1 11
Niii
=; 63x4- 5
4x6 I I 7 3x4=
7-5-8
1.0-0 12-1,2 6.11$ 72--gg 11.1-0 13-9-12
I1-0-0 012.12 5-8-12 0-3-6 I 3.11$ i
2-4-12
0.3.0
Plate Offsets(X,Y)-- [1:0-2-12.0-0-71 -
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.06 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 i BC 0.49 Vert(TL) -0.17 5-6 >902 180
BCLL 0.0 • Rep Stress lncr YES WB 0.13 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:62 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 5=493/Mechanical,7=601/0-5-8
Max Horz 7=48(LC 11)
Max Uplift 5=-57(LC 12),7=-88(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-571/123,2-3=-514/132
BOT CHORD 1-7=-14/416,6-7=-83/416,5-6=-132/487
WEBS 3-5=-585/176
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25it;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;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 7-2-8,Exterior(2)7-2-8 to `.1%1111111//ii.
10-2-8,Interior(1)11-5-0 to 13-8-0 zone;cantilever left exposed;C-C for members and forces&MW FRS for reactions shown; %•_t
� ER P F�l,,�
Lumber DOL=1.60 plate grip DOL=1.60 ,��%.1`tP••�C E!V•. f4 ,
3) Provide adequate drainage to prevent water ponding. S ei
4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �� \, ••• 'i
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 •, No 22839
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 57 lb uplift at joint 5 and 88 lb uplift at •
joint 7. ' r �
: t TAI.Et. F
Walter P.Rnn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa A.33610
Date:
May 3,2016
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. iiiii
Design valid for use only with tvllelrtu)connectors.This design is based only upon pxxarneters shown,and is for an Individual building component.not .
a truss system.Below use.the bulking designer must verily the applicability of design parameters and properly kucorporote this design into the overall
bulking design. Bracing Indicated Is to prevent buckling of lndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required fon stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.
tatxicatlo n.storage.delivery.erection and bracing 01 parses and truss systems.seeANSl/IP11 Quality Criteria.DSB-89 and SCSI Building Component
Safely Information avallat4e from Itus Plate Institute.218 N.Lee Street,Suite 312,Nexandita,VA 22314. Tampa.FL 33610
Job Truss 'Truss Type Oty 'Ply San Tropez
T8544806
9892T0 T38 Roof Special 1 1
Job Reference(optional) i
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:10 2016 Page 1
ID:7vaddC1EXW VnNmISh6DjGdgzOE7e-ngYCz6syvKEBEyhGyVwmM4JOMFZIi PXnzODJCzKHGJ
4-11-8 5-11-8 7-8-8 9-5-0 13-9-12
4-11-8 I 1-0-0 I 1-9-0 1-8-8 I 4-4-12
Scale=1:26.8
4x5
4
5x6. 3x6— 5 4x5— 2x4 II
2 6
6.00 FIT
foil
r t1 _
15
14 Y
1
9 8 7
10 2x4 I' 3x8= 3x4=
4x5=
4x10 I I
1-0-0 4-11-8 7-8-8 13-9-12
I 1-0-0 I 3-11-8 I 2-9-0 6-1-4
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0.0-0,0-1-71,f2:0-1-8,0-1-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.12 7-8 >999 180
BCLL 0.0 ' Rep Stress Inch YES WB 0.29 Horz(TL) 0.01 7 Na Na
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:73 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=493/Mechanical,10=601/0-5-8
Max Horz 10=73(LC 12)
Max Uplift 7=-72(LC 9),10=-83(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-559/126,2-3=-449/104,3-4=-470/127,4-5=-516/150
BOT CHORD 1-10=-46/424,9-10=-159/424,8-9=-156/419,7-8=-148/493
WEBS 5-7=-561/173
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-8,Exterior(2)4-11-8 to ,„r 1% 111111,,,
9-5-0,Interior(1)9-5-0 to 13-8-0 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber `,��� s•ER P F.l,,�
DOL=1.60 plate grip DOL=1.60 ����P••. EIV ••4� I,
3)Provide adequate drainage to prevent water ponding. S
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� ••'V F•.' ''00,
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 wideN o 22839 0T.
,
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 72 lb uplift at joint 7 and 83 lb uplift at
joint 10. r‘\*( lir i
:9.1 TA1E F 1-41,-/;;;
�'4,?'i. N At.. ��`
to
Walter P.Rnn PE No.22839
MfTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
id.
Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valkl tot use only with Mileiw:connectors.this design Is based only upon parameters shown,and is la an Individual txridkng component.not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent budding of Indlklud truss web and/or chord members only. Additional temporary and permanent bracing Milek”
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the 6904 Parke East Bbd.
• fabrication.k:ation.storage,delivery.erectionand bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-e9 and BCSI Building Component
Safety InfotmatIon avdlable from truss Plate Institute,218 N.tee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty !Ply San Tropez
T8544807
9892T0 T39 Jack-Closed Girder 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:10 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-ngYCz6syvKEBEyhGyV WmM4JpwMBdlmxXnzODJCzKHGJ
I - 6-0-0 - I
6.0-0
Scale=1:21.3
2 3
2x4 11
ih1I
1
o
ri al
c 1
8 10 11 5
�, THD26 JUS24 THD26
4
5x6= 2x4 I]
6-0-0
II
6-0-0
Plate Offsets(X,Y)-- [1:0-0-0.0-2-31
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.10 5-8 >691 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.25 5-8 >280 180
BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.1 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 1=894/0-5-8,5=1000/Mechanical
Max Horz 1=86(LC 8)
Max Uplift 1=-93(LC 8),5=-172(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=24ft;eave=41h Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 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 93 lb uplift at joint 1 and 172 lb uplift at
joint 5. ,,11111111///iii,
6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 4-0.0 oc max.starting at 1-0-12 from ,,`� ‘-‘,-c• .••"ER P F/4
,,,,
the left end to 5-0-12 to connect truss(es)to front face of bottom chord. ♦ `.. . •. �/ �
�� Nr 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 3-0-12 from the left end to connect truss(es)to , •. \C E AI S••••A 0�
front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. �• \' F • o
8) Fill all nail holes where hanger is in contact with lumber. No 22839
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 -0 ' i r :cc
/.TATE. 1)F r
Uniform Loads(plf) :4,:
Vert:1-2=-60,2-3=-20,4-6=-20 .•.... . P:.:7 ,
Concentrated Loads(Ib) -1• •. R ;�� ,��
Vert:9=-479(F)10=-473(F)11=-473(F) ., 0.0;•. N..;�?��,,
11111
Walter P.Finn PE No.22839
MRek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE mi,
Design valid for use only with MI1eks.connectors.this design is based only upon parameters shown,and Is for an Indivkkwl balding 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 budding 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 Wry and property damage. For general guidance regarding the East Blvd.fabrication.storage,delivery,erection and bracing of trusses and trusssystems.seeANSI/IPI1 Qualty 6904 Parkea
Criteria,DSB-89 and BCSI Building Component 6904 P.FtEst 0
Safety Information available from truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314.
Job Truss Truss Type Qty Ply i San Tropez
I
T8544808
9892T0 T40 Roof Special Girder 1 1 I
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:11 2016 Page 1
ID:?vaddQEXW VnNml Sh6DjGdgzOE7e-Fs6bAStagdM 1 s5GTW CR?uHsx1 mY711 fg0d7msezKHGI
3-11-8 }4.11-8, _-_7-0-0 13-10-8 { 19-5-0 � 25-5-0
3-11.8 1.0.0' 2.0-8 6-10-8 5-6-8 6-0-0
Scale=1:43.3
NAILED
4x10=
2x4 II 4x10=
NAILED NAILED
4 2122 5 23 24 6
4x5= 4x5=
6.00112
`� I I II r+�
2
�-._• a
1 - 7
" El
CEJ 1L1 nn no n In rnto
12 11 10 9 25 26 8 27 28
3x4= 3x4= 4x6 7x10-_ NAILED NAILED 2x4 II NAILED NAILED 5x6=
5x6TH026 NAILED
4x12 II
1-0-01 3-11-8 { 7-0-0 13-10-8 { 19-5-0 { 25-5-0 {
1-0-0 2-11-8 3-0-8 6-10-8 5-6-8 _ 6-0-0
Plate Offsets(X,Y)-- [1:0-3-1,1-0-01,[1.0_2-8,0.1-8],(4:0-7-0.0-2-01,(6:0-7.0,0-2-01,(9:0-5.0,0-4-81
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.16 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.40 8-9 >755 180
BCLL 0.0 ' Rep Stress'nor NO WB 0.80 Horz(TL) 0.07 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:145 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied.
4-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP No.1 'Except'
7-10:2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left:2x8 SP No.2
REACTIONS. (lb/size) 7=2045/0-5-8,1=1714/0-5-8
Max Horz 1=-50(LC 23)
Max Uplift 7=-290(LC 8),1=-232(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2130/315,2-3=-1892/297,3-4=-2966/448,4-5=-4507/714,5-6.4507/714,
6-7=-3641/537
BOT CHORD 1-12=-231/1831,11-12=-323/2483,9-11=-331/2662,8-9=-417/3195,7-8=-420/3178
WEBS 2-12=-117/931,3-12=-1638/234,3-11=-45/327,4-9=-353/2107,5-9=-548/196,
6-9=-273/1600,6-8=0/464
NOTES •%‘ k1 ER lP,F ilei
1)Unbalanced roof live loads have been considered for this design. `N•_f ix.... . �A/ s j
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=251t;B=45th L=25ft;eave=4th Cat. ,• s.• �G E N d'•.�vG •�
It;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �� N F '• �
3) Provide adequate drainage to prevent water ponding. No 22839
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 290 lb uplift at joint 7 and 232 lb uplift at =•"1:3•I
i r.
joint 1. TA'531[t F e::
7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 13-10-8 from the left end to connect truss(es) i 0 '•
to back face of bottom chord. 'f.e1 R% ••
8)
ill all nail holes where hanger is in contact with lumber.
90FNA ILEDD ind CASES)�t.148oa")or 3-12d
d tt(0.h 8a a of the eussils.For
more
es details
onl ref er to ki leek's ST-TOENAIL Detail. ,,,'S •S1"111111110"
ON A`V`0``
111 ;;
LOAD CASE(S) Standard Walter P.Finn PE No.22839
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.FL Cert 6634
Uniform Loads(pit) 6904 Parke East Blvd.Tampa FL 33610
Vert:1-2=-60,2-3=-60,3-4=-60,4-6=-60,6-7=-60,13-16=-20 Date:
May 3,2016
1^nntiniled on nave 2
mit
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.101032015 BEFORE USE.
Design valid for use only with Mllek®connectors.This design is based only upon parameters shown,and is for an kxilvlduat 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 or Individual truss web acid/or chord members only. Additional temporary and permanent bracing Milek•
Is always required for stability and to prevent collapse with possble personal Inlrry and property damage. for general guidance regarding the 6904 Parke East Blvd.fabrIcatk>i and storage,delivery.erection bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component
Safety Information a vallal>ie from Truss Plato Institute,218 N.tee Street,Suite 317.Alexandria,VA 72314. Tampa.FL 33610
I
Job Truss Truss Type Oty Ply San Tropez
T8544808
9892T0 T40 j Roof Special Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:11 2016 Page 2
ID:?vaddQEXW VnNmlSh6DjGdgzOE7e-FS6bAStagdM 1 s5GTW CR?uHsx1 mY711 tg0d7msezKHGI
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:6=-97(B)9=-980(B)8=-60(B)23=-97(B)24=-97(8)25=60(B)26=-60(B)27=-159(8)28=-113(B)
1
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Milek'connectors.This design is based only upon parameters shown,<xx/1s for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design ixxaneters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of IndNkAxi truss web and/or chord members only. Additional temporary<nd permanent tracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. lot general guidance regarding the ! 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component
Safely InformatIon available from truss Plate Institute,21 B N.Lee Street Suite 312,Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty ,Ply San Tropez
T8544809
9892T0 141 [Roof Special Girder i 1 1
I I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:13 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-CF ELb7vrC Fc15PPrddTTzixKvaJ2V2azUxctwXzKHGG
1-11-8 2-11-8. 9.0.0 13-2-8 17-5-0 21-2-13 25-5-0____
F
1-11-8 1-0-0' 6-0-8 4.2.8 - 4-2-8 i 3-9-13 4.2.3
Scale=1:43.6
4x10=
2x4 II 6x6
5 23 6 7
3x4
6.00,E ZPIAIL�D 8
4x5= •t
2x4 II 3 a
2 Li•iiA
'' i ddilire al."".....""ftftwom.-_,_ -+
li" D 17 w 1,,--s
TilTri 10144
IMI
16 15 14 13 12 11 10
3x6 I 12x4 !I 3x4= 3x5= 3x6 3x8= 3x4= 2x4 I 4x6 I I
NAILED
11-0-011-11-812.11.81 9-0-0 I 13-2-8 I __ 17-5-0 I 21-2-13 25-5-0
1-0-0 lo-11-811-0-0 6-0-8 4-2-8 4-2-8 3-9-13 4-2-3
_Plate Offsets(X,Y)-- [1:0-3-8,Edge],[5:0-7-0,0-2-01,7:0-4-12,Edge],[9:0-2-12,0-0-11],[14:0-2-0,0-1-8]
LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.23 14-15 >999 180
BCLL 0.0 " Rep Stress Incr NO WB 0.33 Horz(TL) 0.06 9 tVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:138 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 16=1031/0-5-8,9=964/0-5-8
Max Horz 16=-67(LC 6)
Max Uplift 16=-162(LC 8),9=-107(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-378/23,2-3=-678/49,3-4=-493/46,4-5=-1431/183,5-6=-1366/215,6-7=-1366/215,
7-8.1404/197,8-9=-1618/197
I
BOT CHORD 1-16=-8/397,15-16=-16/415,14-15=-140/1184,12-14=-77/1212,11-12=-79/1218,
10-11=-135/1391,9-10=-135/1391
WEBS 3-15=-83/859,5-12=-46/314,6-12=-278/91,7-12=-39/292,7-11=0/268,4-15=-1252/223,
2-16=-685/49
NOTES X11111111114
1)Unbalanced s design.
2)Wind:ASCE r7-10oof VVue oad3omph(3 second gust)Vasds have been considered for =101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;8=4511;L=25ft;eave=4ft;Cat. •%" r,�-S ..... .Ppile./
11;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60 •
`,,��
'V'.• F;�E N'S:**.�1' IP��
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. i
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
No 22839
will fit between the bottom chord and any other members. Z. • •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 16 and 107 lb uplift ,7,. •
at joint 9. =13.• CC
7)"NAILED"indicates 3.10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. O1.•JTATI2 :- i
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i
1))DeLOADad/+REoof)L Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 'ndard ,'"i, /Q R`S`
1 Uniform Loads(plf) ii,,, N A11110
Vert:1-3=-60,3-4=-60,4-5=-60,5-7=-60,7-9=-60,17-20=-20
Concentrated Loads(Ib) Waiter P.Ann PE No.22839
Vert:15=38(F) MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
amaat
a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.11/03/2015 BEFORE USE. mil
i
Design valid for use only with M11ek)connectors.Ihts design Is based only upon parameters shown,and Is for an I ncflvkkx l heeding 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
biding design. Bracing Indicated Is to prevent buckling of IncfNi lud truss web aril/or chord members only. Atldtbnal temporary and permanent bracing MiTek*
Is always required for stability and to prevent calcpse with possible personal Myray and property damage. For general gcicknce regarding the
fabrk:atkr n,storage,delivery.erectbn and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely information available from Truss Plate Instih0e,21819.lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty I Ply San Tropez
T8544810
9892T0 T42 i Roof Special I 1 1 1
I f Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:13 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-CFELb7vrCFcl5PPrddTTzixQoaG7V03zUxctwXzKHGG
5-0-3 10-0-0 14-5-0 19-4-1322-7-0 l 23.11.8
5-0-3 4-11-13 I 4-5-0 { 4-11-13 3-2-3 1-4-8
Scale=1:41.5
4x5= 6x6
3 18 19 20 4
VA — Me
34: 17 ::
3x5
ro
11 10 9 8
3x8 II 3x8= 3x6= 3x4= 2x4 I
5x8=
I
10-0-0 I 14-5-0 I 22-7-0 123.11.8
10-0-0 4-5-0 8-2-0 1-4-8
Plate Offsets(X,Y)-- [1:0-3-8,Edgej,[4:0-4-12,Edge),[7:0-1-12,0-1.81,[9:0-4-0,0-2-121
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.19 12-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 I Vert(TL) -0.48 12-15 >590 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 8 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:127 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 8=953/Mechanical,1=953/0-5-8
Max Horz 1=77(LC 11)
Max Uplift 8=-106(LC 12),1_104(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1575/341,2-3=-1265/277,3-4=-1071/280,4-5=-1241/277,5-6=-1056/130,
6-7=-873/86,7-8=-1026/103
BOT CHORD 1-12=-288/1361,10-12=-145/1049,9-10=-247/1238
WEBS 2-12=-343/147,3-12=-7/329,4-10=0/270,5-9=-399/200,6-9=-524/88,7.9=-112/1282
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=5.Opsf;BCDL=5.0psf;h=25th B=45ft;L=24tt;eave=4tt;Cat. ,0%11111114
1I17-5-0,xp BIn Interior(1)
17-5-0 8;to 22-7-0 RS zonel(directional)
for members and forces)&MW FRS for reactions shown;lLumberr DOL 1 60 plate grip ♦♦%••s�-S ER P. p/4,,,
DOL=1.60 `♦♦♦ •.\G E N SF.•ti•li• �,
3)Provide adequate drainage to prevent water ponding. • i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •No 22839 1.
•
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =* • �
will fit between the bottom chord and any other members. *
6)Refer to girder(s)for truss to truss connections. ..
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 8 and 104 lb uplift atQ
;
joint 1. 13 1•i
TA1s F •:"`✓�
�i�,(•fir •• IR±' .9-t.,•-•'- '. '
oil ONAI- 0%
Walter P.Ann PE No.221339
MRek USA,Inc.A.Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 32016
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REF ERANCE PAGE MR-7473 rev.11W3/2015 BEFORE USE. Mill
Design valid for use only with MIlekS connectors.This design Is bused only upon parameters shown.and Is for an indMduxi building 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
bulking design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek '
Is always required for stability and to prevent collapse with possible personal hWy and property gage. for general guidance regarding the 1
ktricattarl,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/Wit Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety tnformallon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Atexandda VA 22314. Tampa.FL 33610 J
Job Truss Truss Type Qty Ply San Tropez
T8544811
9892T0 T43 Roof Special 11 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:14 2016 Page 1
I D:?vaddOEXW VnNmlSh6DjGdgzOE7e-gRojoTVTzYkcjZ_2BL_i W W UZ2zhmETV6ibMQSzzKHGF
12.5.0
6.1.7 12.0.0 12i-2� 18.3-9 20-7-0 23-11-8
6-1-7 �-- 5.10.9 0-`2.. 5.10-9 l 2-3-7 I 3-4-8
0-2-8 Scale:1/4"=1
4x5=
3
r
6.00 12 16 17
3x4 i 3x4
2 4
Q 4x5= 2x4 11
• 5 6
15 y
13
1.
1 N
PP
O ..�
alt 10 9 8 7
4x5=
4x10 I I 2x4 I I 3x6 3x8= 3x4= 3x4=
6-1-7 12-2-8 18-3-9 23-11-8
1 6-1-7 j 6-1-1 6-1-1 I 5-7-15
1
Plate Offsets(X,Y)-- [1:0-3-5,Edge]Lfi:0-0-0,0-1-11],[7:0-1-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 9-11 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.48 Horz(TL) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:126 lb FT=20%
LUMBER- BRACING- 1
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=953/Mechanical,1=953/0-5-8
Max Horz 1=87(LC 11)
Max Uplift 7=-108(LC 12),1=-102(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1582/281,2-3=-1112/249,3-4=-1111/244,4-5=-1408/246
BOT CHORD 1-11=-250/1349,9-11=-250/1349,8-9.211/1265,7-8=-215/1174
WEBS 2-9=-519/142,3-9=-60/565,4-9=-430/113,5-7=-1393/258
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24th eave=oft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-2-8,Exterior(2)12-2-8 to `,41111111111
15-2-8,Interior(1)20-7-0 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,``0•�.c eR P.P.
F"It,,
DOL=1.60 . P,..........,,ti ,,
3) Provide adequate drainage to prevent water ponding. '• ".• .G E Ns N
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V F•.•• °0• •
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 No 22839 I.
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 108 lb uplift at joint 7 and 102 lb uplift at , * F i
joint 1. �''I
oss
�.
j,�TA '/i
1111ni%%%
Wafter P.Tann PE No.22839
MITek USA,Inc.t Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
1 f
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015BEFORE USE. 11111
Design valid for use only wllh MI Iek31 connectors.Ihls design B based only upon parameters shown,and is for an Inc livklual holding component.not
a truss system.Before use-the trldIng designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated Is to prevent budding of individual tnrss web and/or chord members only. Additional temporary and permanent tracing ', MiTek'
Is always requited for stability and to prevent collapse wllh possible personal illtay and property damage. For general guidance regarding the
tafrlcatkxr.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information avalable from truss Plate institute,218 N.tee Street,Suite 312.Alexandria-VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply San Tropez
T8544812
9892T0 T44 'Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:15 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-8eM50pw5kssTI(lZEI2Vx370hkN 1 ZzvmGxF6_?PzKHGE
6-1-7I 12-2-8 I 18-7-0 23-11-8 —i
6-1-7 6-1-1 6-4-8 5-4-8
Scale:1/4'=1'
4x5=
3
6.0012 16
15
3x44x5= 3x4
2 4 5
1., ..' 00007
17
•
14 Y
t i c'1 = 10 9 B 7J 6
2x4 i: 3x6= 3x8= 3x4= 2x4 I
4x5=
4x10 II
6-1-7 12-2-8 18-7-0 23-11-8
I6-1-7 1 61-1 I 6-4.8 I 5-4-8
Plate Offsets(X,Y)-- [1:0-3-5,Edgek[1:0-0-0,0-1-111,[5:0.1-12,0-1-8[,[7:0-1-12,0-1-81
LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 8-10 >999 240 1 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.17 7-8 >999 180
BCLL 0.0 ' Rep Stress!nor YES WB 0.54 Horz(TL) 0.05 6 Na n/a
BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS I Weight:127 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (ib/size) 6=953/Mechanical,1=953/0-5-8
Max Horz 1=85(LC 12)
Max Uplift 6=-112(LC 12),1=-99(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1580/276,2-3=-1111/244,3-4=-1109/236,4-5=-1220/214,5-6=-905/200
BOT CHORD 1-10=-276/1348,8-10=-276/1348,7-8=-223/1249
WEBS 2-8=-523/143,3-8=-45/565,4-8=-408/91,4-7=-645/197,5-7=-245/1414
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-2-8,Exterior(2)12-2-8 to ►►►►111111g1�
DOL--8.60erior(1)18-7-0 to 23.9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,``,%•% .E•�SFIl 4,,,
A.
3) Provide adequate drainage to prevent water ponding. • v ;
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,C \' F • .0
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 No 22839
will tit 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 112 lb uplift at joint 6 and 99 lb uplift at : • 6 ' *;
joint t. 9•f 'sTAYEL: F Qj,
�?sv
•
Walter P.Finn PE No.22839
Mifek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
1
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tiff ,
Design yolk]for use only with Weld)connectors.This design B 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 ovorail
building design. Bracing indicated is to prevent budding of IndNidual truss web and/or chord members only. Addtiond temporary and permanent tracing M ilei'
Is always required for stability and to prevent collapse with possible personal inksy and properly damage. For general guidance regarding the Parke East Blvd.
fabrication.storage,delNery,erection and Noci g of trusses and truss systems.sooANSI/IPli Quality Criteria,DSB-69 and6904 a
BCSI Building Component Est 0
Safety Information available from truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.P.Parke
Job Truss ITruss Type Oty Ply I San Tropez
T8544813
9892T0 T45 I Roof Special 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:15 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgzOE7e-8eM50pw5kssTKjZE12Vx370d?N 1 EzwcGxF6_?PzKHGE
6-1-7 12-2-8I 16.7-0 23-11-8
I 6-1-7 I -- 6-1-1 4.4-8 7.4-8
Scale:1/4'=1'
4x5=
3
.10
6.00 FiF 15 16 4x5= 3x5 =
4 5
3x4
2
• 0,4444 / 1017 1
-a
e 14
0
1
:Si 10 9 8 7 6
2x4 :I 3x6= 3x8= 3x4= 2x4 I
4x5=
4x10 II
6.1.7I 12-2-8 17-11-3 I 23-11-8
6.1-7 6-1-1 5-8.11 6-0-5
Plate Offsets(X,Y)-- [1:0-0-0,0-1-11),[1:0-3-5,Edge)
LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Verl(LL) -0.06 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.18 8-10 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:130 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.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 6=953/Mechanical,1=953/0-5-8
Max Horz 1=113(LC 12)
Max Uplift 6=-116(LC 12),1=-94(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1584/270,2.3=-1104/237,3-4=-1077/241,4-5=-982/173,5-6=-895/215
BOT CHORD 1-10=-301/1352,8-10=-301/1352,78=-231/1162
WEBS 2-8=-528/148,3-8=-79/617,4-8=-383/95,4-7=-593/191,5-7=-199/1163
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
•
(2)12-2-8 to
15-2-8,B;End.,GCpi=0.18;MWFRS In Interior(1)16-7-0 to 23-9-12 zone;C-C for members and forces&MW FRS orlreactions shown;Lumber DOL=1.60 plate grip ,���``401111111/11.
�ER �P ���,11
DOL=1.60 ,`��' '.••'C,EIVS+'•�4' '
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. . • �' F••• ',.
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 N O 22839 • i
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 116 lb uplift at joint 6 and 94 lb uplift at = • ., •,r*
joint 1. 1 )TATA. F $•4..g/ 1
ice• r
si
iI itis ; _ .
.,�F IONA`- *.v.0,S
�iII11iiit0``
Walter P.Finn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2016 BEFORE USE.
Design valid for use only with Mltek2:connectors.This design Is based only upon parameters shown,and is for an individual building component.not
a truss system.Before use,the bulking designer must verity the applk;ablity 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 taming MITE*"
is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance reaming th e
fabrication.storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avalable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610
Truss Type Qty Ply San Tropez
Job (Truss YP � T8544814
989270 T46 !Roof Special
1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:16 2016 Page 1
I D:?vaddOEXW VnNmISh6DjGdgzOE7e-cgvUD9xjV A_Kyt8Q110AbLZtknMKiNwPAvrXXszKHGD
6-1-7 12-2-8 14-7-0 18-3-9 23-11.8 1
I
6-1-7 I 6-1-1 { 2-4-8 3-8-9 5.7-15
Scale:1/4'.1'
4x5=
3
2x4 II 3x4 -4x5=
rill11111111111111S
5 6
6.00 12 i6 �. ❑
17
WIZ
3x4 i
2
e
N
15
i41
= 11 ,D 9 e 7
_
2x4 I 3x6 3x8= 3x8= 2x4
4x5=
4x10 II
i
6-1-7 + 12-2-8 18-3-9 23-11-8
6-1-1 6.1.1 I
6-1-7 5-7-15
Plate Offsets(X,Y)-- [1:0-3-5,Edge),[1:0-0-0,0-1-11],[8:0-2-0,0.1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.17 9-11 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 7 rile n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:141 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=953/Mechanical,1=953/0-5.8
Max Horz 1=142(LC 12)
Max Uplift 7=-140(LC 9),1=-89(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1583/255,2-3=-1106/219,3-4=-1023/234,4-5=-811/166,5-6=-811/166,
6-7=-902/223
BOT CHORD 1-11=-324/1351,9-11=-324/1351,8-9=-221/1024
WEBS 2-9=-524/151,3-9=-85/626,4-9=-314/82,4.8.368/96,5-8=-338/157,6-8=-223/1099
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=2511;B=45ft;L=24ft eave=4ft;Cat. ,11111(11111"
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-2-8,Exterior(2)12-2-8 to ,`�� ER p R'i,��
14-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��`' P\••.E 1 P.
•/4/• �,
3)Provide adequate drainage to prevent water ponding. NT4•• \ •
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �• V F •• '.i
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 •
N O 22839 •• i
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 140 lb uplift at joint 7 and 89 lb uplift at = ••
joint 1. T. �• TO F S
•
.,• /0NAt- Os
�I•I1limo-1`
Walter P.Finn PE No.22839
MiTek USA.Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING•Nally(Malan parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE mi
Design valid for use only with Mitek&connectors.Ibis design k based only upon furans:ten shown.and Is for on Individual txdding component,not
• a truss system.Before use,the bulling designer must verify the applicability of design parameters and trotx,rly kx:ortxxate this design Into the overall
• building design. Brachg indicated Is to prevent buckling of Individual truss web and/or chord members only. Addltk>rxl tend xxcay and permanent tracing MiTek'
Is always requited(or slabtuN and to prevent collapse with possible personal hkey and property damage. For general guidance rex_xxdng th e
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Softly Information available Buss le from iPlate Institute.218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty I Ply II San Tropez
T8544815
9892T0 IT47 Half Hip 1 I 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:17 2016 Page 1
ID:?vaddQEXW VnNml Sh6DjGdgz0E7e-40TsRVyLGT6BaOjcsTYP8Y60mBiaRgFZOZb531zKHGC
11-7-8 18-3-9 23-11-8 --
H 6-1-7 I 5.6-1 I 6-8-1 I 5-7-15
Scale=1:44.4
4x5= 3x4= 3x4=
3 16 17 4 18 5
z J
6.00112
3x4 15
2
*
•
14
1
io L+I 4
10 9 8 19 7 6
4x5= 2x4 II 3x6 3x8= 3x4= 2x4 I I
4x10 II
6-1-7 11.7-8I 18.3.9 I 23-11-8
I 6-1-7 5.6.1 6-8-1 5-7-15
Plate Offsets(X,Y)-- [1:0-0-0,0-1-11),[1:0-3-5,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.06 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.15 7-8 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:139 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 6=953/Mechanical,1=953/0-5-8
Max Horz 1=168(LC 12)
Max Uplift 6=-177(LC 9),1=-83(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1575/254,2-3=-1137/222,3-4=-949/241,4-5=-709/161,5-6=-905/239
BOT CHORD 1-10=-372/1341,8-10=-372/1341,7-8=-161/709
WEBS 2-8=-459/151,4-8=-110/329,4-7=-650/244,5.7=-237/1047
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat.
II;Exp1-7-8,
15-10-7 z ne;C C for members and forces&MW FRS for;Encl.,GCpi=0.18;MWFRS(directional)and C actionsExterior(shown;Lumber DOL n1 60 plate grpor(1)3-0-0 to 1DOL=1 60erior(2)11-7-8 to ,,Oss-,,01111111//11
Pi/e,,
3)Provide adequate drainage to prevent water ponding. Q�.••"' .f��'j
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%•%\r- •.• \*.G. E N s..,'..4/.-v ��
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 V • o'
will fit between the bottom chord and any other members,with BCDL=10.Opst. No 22839
6) Refer to girder(s)for truss to truss connections. •
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 6 and 83 lb uplift at : *:• .*
joint 1.
9•"! TAY 6. F :�� ;
r�
iiiirmitiso
Walter P.Ann PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
• Date:
May 3,2016
mi.
f
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/031015 BEFORE USE.
Design valid for use only with MllekV connectors.his design is based only upon parameters shown.and Is for an kxiividual building component not
a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly Incorlxxate this design into the overall
building design. Bracing indicated Is to prevent buckling of indMdud 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 EastBlvd.
lotxtcatbn,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Qualify Criteria,DSB-89 and BCSI Building
ing Component 6904 P.ParkeFEt B
Safety Information available from truss Piste institute.218 N.Lee Street,Stile 312,Alexandria,VA22314. _____I
Job Truss Truss Type 10ty Ply j San Tropez
T8544816
9892T0 I T48 Roof Special 1 1
j i I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:18 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-YC1 Eerzzl nE2BAIpQA3egmeDib2oAHOidDKebkzKHGB
6.1-7 12-2-8 14.2-8__ 18-3-9 23-11-8
I 6-1-7 6-1-1 2-0-0 I 4-1-1 I 5.7.15
Scale:1/4'=1'
4x5=
3 2x4 II 3X4 _-
yi4x5=
4 5 6
I
6.00 12 16 y 44 17
3x4 i
2
II• m
ao
N
15
1 I
' 1 4-I
WE Id
11 10 9 8 7
2x4 II 3x6 3x8= 3x8= 2x4 I
455=
4x10 II
6-1-7 12-2-8 18-3-9 23-11-8 1
6-1-7 I 6-1-1 } 6-1.1 { 5.7-15
Plate Offsets(X,Y)-- 11:0-3-5 Edgej,[1:0.0-0,0-1-111,[8:0-2-0,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid 1 PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.06 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.17 9-11 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:142 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=953/Mechanical,1=953/0-5-8
Max Horz 1=148(LC 12)
Max Uplift 7=-146(LC 9),1=-88(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1583/249,2-3=-1106/213,3-4=-1022/233,4-5=-785/162,5-6=-785/162,
6-7=-902/225
BOT CHORD 1-11=-329/1351,9-11=-329/1351,8-9=-221/1005
WEBS 2-9=-523/152,3-9=-85/631,4-9=-316/82,4-8=-365/97,5-8=-347/161,6-8=-223/1081
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 1111111111//,
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-2-8,Exterior(2)12-2-8 to ,s"'ER P. R Igoe
14-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �•`Q.-•..•E .•••
�4/ 'jam
3)Provide adequate drainage to prevent water ponding. �� . \C N S' �i
4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. • e.•
• i
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 No 22839
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 146 lb uplift at joint 7 and 88 lb uplift at = •
joint 1. . '4,' RTA F ''!
;iii
SAONA` - `s
/"Iii 11111111
Walter P.Finn PE No.22839
MfTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. is
Design valid for use only with MITek®conneclors.This design Is based only upon parameters shown,and Is tar an indMdu x torildIng component.not
a truss system.Before use,the bueaing designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall
trading design. Bracing indicated Is to prevent buckling of IncdNklu d truss wet>and/or chord members only.Additional temtxrary crud permanent tracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and properly(*image. For general guidance regarding the 6904 Parke East Blvd.fabrication.storage.delivery,erection and tracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-$9 and SCSI Building Component
Safety Information available tram Truss Plate institute,218 N.tee Street,Suite 312 Alexandria.VA 22314. Tampa.FL 33610 -
Job Truss Truss Type Qty Ply I San Tropez
T8544817I
9892T0 T49 Roof Special 11 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:18 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-YC1 Eerzzl nE2BAIpQA3egmeFSb2nAHOidDKebkzKHGB
I
6-1-7 12-2-8 I 15-7-0_ __ 18-3-9 _ 23-11-8 _
6-1-7 I 6.1-1 3-4-8 2-8-9 5-7-15
• Scale:1/4'=1'
4x5=
3 17
Eli
4x5= 2x4 II 3x4=
6.00 1
12 16 4 5 6
3x4 i 16
2
0
15 'h
_
ri
i
1
i � s Lt l
1 1 -- , e
11 10 9 8 7
4x5= 2x4 I 3x6 3x8= 3x8= 2x4
4x10 II
6-1-7 12-2.8I 18-3-9 I 23-11-8 _____I6-1-7 I 6-1.1 6-1-1 5-7-15
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-11],[8:0-2-0,0.1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.06 9-11 >999 240 MT20 244/190
• TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vei(TL) -0.17 9-11 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:138 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=953/Mechanical,1=953/0-5.8
Max Horz 1=128(LC 12)
Max Uplift 7=-125(LC 9),1=-92(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1583/267,2-3=-1106/232,3-4=-1040/236,4-5=-894/176,5-6=-894/176,
6-7=-902/218
BOT CHORD 1-11=-313/1351,9-11=-313/1351,8-9=-222/1078
WEBS 2-9=-525/149,3-9=-80/610,4-9=-321/86,4-8=-369/99,5-8=-315/149,6.8=-227/1156
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. ..0“11111Iiii.
I11;Exp 5 2-8,BIn Interior(1)15-7.0 to 23-9-12 zone;Ct-C for members and forces&MW FRS orlreactions shown;Lumber DOL=1.60 plate grip ♦♦``,% eN� .......EF1'v ,
DOL=1.60 ` V:• .�\ •••
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. : •
N O 22839 •
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 • *.• r4\*.() �
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 125 lb uplift at joint 7 and 92 lb uplift at -o
joint 1. • TAEF � ��
-14/11111101
Walter P.Finn PE No.22839
MRek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
iffi.
f
0 WARNING•Verity design paramaMIMICra and READ NOTES ON THIS AND INCLUDED M/ REFERANCE PAGE 5111-7073rev.10/03/2015 BEFORE USE.
Design valid for use only with Milebv connectors.This design Is based only upon parameters shown,and is for an kndlvklual handing component.not
a truss system.Before use,the building designer rnust verify the applicability of design parameters aril property Incoq orate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Ad atbnrrl Mt ixxary and permanent bracing Milek'
Is always required for stability and to prevent collapse with possble personal injury and property damage. For generol guidance regarding tixr 6904 Parke East Blvd.
fabrication. a
fabrication.storage,delivery.erectiond bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building ComponentI
Safety Information available from buss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.Ft. 33610
1
Job Truss (Truss Type Qty I Ply ]San Tropez
T8544818'
9892T0 T50 I Root Special 1 1
Job Reference(optional) I
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:19 2016 Page 1
IDNaddOEXW VnNmISh6DjGdgzOE7e-OPbcsBzbo5MvpKt?_uatDzBNo_OEvj6rst4B8AzKHGA
6-1-7I 12.2.8 17-7-0 23-11-8 i
6-1-7 6-1-1 I 5-4-8 6.4-8
Scale:1/4•=1'
4x5=
3
6.00 12 15 16
4x5
---=
3x5=
3x4 4 5
2 :. 17 =7.14 0
I �
NI
I
qq 1 ��'
W 8 14[ • `D
rid 10 9 6 7 6
2x4 11 3x6 3x8= 3x4= 2x4 'I
4x5=
4x10 II
6-1-7 12-2-8I 17-7-0 23-11-8 I
6-1-7 I 6.1-1 5-4-8 6-4-8
Plate Offsets(X,Y)-- [1:0-3-5,Edgel,[1:0-0-0,0-1-111[7:0-1-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.06 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.18 8-10 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:129 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 6=953/Mechanical,1=953/0-5.8
Max Horz 1=99(LC 12)
Max Uplift 6=-114(LC 12),1=-97(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1583/273,2-3=-1106/241,3-4=-1090/239,4-5=-1191/215,5-6=-893/212
BOT CHORD 1-10=-288/1351,8-10=-288/1351,7-8=-223/1214
WEBS 2-8=-528/144,3-8=-61/577,4-8.401/85,4-7=-595/193,5-7=-243/1356
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=2411 eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 12-2-8,Exterior(2)12-2-8 to ,,rtf r rllri�
DOL=1.60
60 Interior(1)17-7-0 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,,,.,a\-c .R•P• "1,i,
•
3)Provide adequate drainage to prevent water ponding. �� N•••\C EN S'•• ti •
4)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� • V •F �i
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 No 22839 i
will fit between the bottom chord and any other members. • * •�* •'
6)Refer to girder(s)for truss to truss connections. :::„...13.%
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 6 and 97 lb uplift at •
Vtl• �joint 1. , TA F :_41�O ::
'7,i.S/0NAt-'c' •%
Walter P.Rnn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
• Date:
May 3,2016
r
Q WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE.
I 1111
Design valid for use only with Milena connectors.This design is based only upon pcaameters shown,and is for an individual building 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
betiding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additk,nal temporary and permanent tracing M iTe k•
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication.n.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate institute,218 N.Leo Street,Suite 312,Noxardfrla VA 22314. Tampa.FL 33610 – —
IIIMIMIL
Job Truss Truss Type Qty Ply San Tropez
T8544819
9892T0 T51 Root Special 1 1
1 'Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:20 2016 Page I
I D:?vaddQEXW VnNmISh6DjGdgz0E7e-Vb9_3W_EZOUmRUSBXb5618kbW 0k9e7E?5XplgdzKHG9
6-1-7 12-2-8 18-3-9 19.7-0 23-11-8
1
6-1-7 6-I 1 I 6-1-1 1-3-7 1 4-4-8 - --I
Scale:1/4'=1'
4x5=
3
6.00 I ia
17
3x4 i 3x4
2 4 4x5= 2x4 11
* 5 6
18 .
15
1
1
I E 1.1 C C,
_ 11 70 9 8 7
2x4 I 3x6 3x8= 3x4= 354=
4x5=
4x10 II
6-1-7 12.2.8l 18-3-9 1 23-11-8 1
6-1-7 6.1.1 6-1-1 5.7-15
Plate Offsets(X,Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-11],[7:0-1-12,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 9-11 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.06 7 rVa n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:129 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=953/Mechanical,1=953/0-5-8
Max Horz 1=84(LC 11)
Max Uplift 7=-110(LC 12),1.101(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1582/279,2.3=-1108/247,3-4=-1108/242,4-5=-1372/238
BOT CHORD 1-11=-263/1349,9-11=-263/1349,8-9=-221/1267,7-8.218/1217
WEBS 2-9=-525/145,3-9=-62/572,4-9=-441/113,5-7=-1414/253
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0pst;h=25ft;B=45ft;L=2411 eave=4ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0-0 to 12-2-8,Exterior(2)12-2-8 to `0111111111/14.
15-2-8,Interior(1)19-7-0 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,,.���' ER p F ����
Dr v=1.60 ����P•;G E N ''.-v/',i
3) Provide adequate drainage to prevent water ponding. S'
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� •'•� F•.• ��0.
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 : N O 22838 • i
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 110 lb uplift at joint 7 and 101 lb uplift at = •
1 �
joint 1. i *( :cc z
"P.. i'STAFF: F • rJ
1 �
:0A-'.-.o i \,, p, t.. 46
•
,
iii fs/ONA`-� s`s
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.101033015 BEFORE USE. NI
Design valid for use only with Milekb connectors.This design is based only upon parameters shown,and is for<n Indidduol building component.not
a tnas system.Before use.the building designer must verily the applicability of design rrxcmeters and property Incorporate this design into the overall
bullring design. Bracing Indicated Is to prevent budding of Indiklud truss web aril/or chord members only.Additional temporary and permanent bracing MiRek"
is always required for stability and to prevent collapse with possLle personal miry and properly damage. for general guidance regarding the
kXxk:atlon.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DS11-89 and BCSI Building Component 6904 Parke East Bid.
Safety Information available from lens Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tarrea.FL 33610
Job 'Truss Truss Type Qty I Ply San Tropez 18544820
9892T0 T52 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:20 2016 Page 1
ID?vaddQEXWVnNmISh6DjGdgzOE7e-Vb9_3W_EZ0UmRUSBXb561BkbW 0kAeBu?5XplgdzKHG9
6-1-7 12-2-8 I 18-3-9 I 21-7-0 I 23-11-8 I
— 6-1-7 , 6-1-1 6-1-1 3-3-7 2-4-8
Scale:1/4'=1'
4x5=
3
6.00 FIT 16 17
3x4 i 3x4
2 4
4x5= 2x4 11
5 6
15
1 i
v
1 N
Cllr
t�l
$ 11 10 9 a 7
2x4 II 3x6 3x8= 3x4= 3x4=
455=
4x10 II
6-1-7 12.2.8I 18.3.9 I 23-11-8 I
6-1-7 6-1-1 6-1.1 5-7-15
Plate Offsets(X Y)-- [1:0-3-5,Edge],[1:0-0-0,0-1-111,[7:0-1-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 9-11 >999 180
BCLL 0.0 ' Rep Stress'nor YES j WB 0.48 Horz(TL) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:125 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=953/Mechanical,1=953/0-5-8
Max Horz 1=91(LC 11)
Max Uplift 7=107(LC 12),1=-104(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1582/283,2-3=-1108/251,3-4=-1107/245,4-5=-1424/246
BOT CHORD 1-11=-235/1349,9-11=-235/1349,8-9.-199/1265,7-8.195/1085
WEBS 2-9=-525/144,3-9=-64/572,4-9=-437/118,5-7=-1338/249
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 12-2-8,Exterior(2)12-2-8 to ,��1111111 rrr�
DOL=B 60erior(1)21-7-0 to 23-9-12 zone;C C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ,,,%%Os lea•� p 4e ,,
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. • \' i
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 N O 22839 i
will fit between the bottom chord and any other members. •
6) Refer to girder(s)for truss to truss connections. _ - /,--
'- i
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 7 and 104 lb uplift at = • ;r '',r1*�/'
joint 1. 1:."53... tTAi'Ef. F : ✓�
i O •r
11 /0NAk-_0
� •`
-•irnln+l•-
Walter P.Ann PE No.22839
MiTek USA,Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
• Date:
May 3,2016
1 _
• Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. .
Design valid for use only with Mireire,connectors.This design Is based only upon polarpeters shown,and Is for an kxti duel building component.not
' a truss system.Before use,the balding 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 kxHvidud truss web and/or chord members only.Additional ternpx is y and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possble personal inlay and properly damage. For general guidance regarding the kixnParke East t Blvd.
tcatl ,storage,delivery.erection and bracing of trusses and truss systems.SeeANSI/IP1l QuaNly Criter a.DSB-89 and SCSI Building Component 6904 4 P,Parke
E3s
Safety Information avalknhle from Truss Plate Institute,218 N.Lee Street,Suite 312,Aiexondrla.VA22314. 69
Job I Truss I Truss Type 1 Qty .Ply San Tropez
T8544821
9892T0 T53 1Common 1 1
l IJob Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:21 2016 Page 1
ID?vaddQEXW VnNmISh6DjGdgzOE7e-znjNGs?sJicd2e 1 O5JcLIOGkco1 f NeC8JBZIC3zKHG8
6-1-7 I 124.8 18-3-9- I _ 23-11-8
6-1-7 6-1-1 6-1-1 5-7-15
Scale=1:47.2
4xS=
3
6.00 12 19 203x4 3x4
di
4
2
21
18 1 4x5
5
1 6
•
1 4
10 9 8 7
2x4 I1 3x6 3x8= 2x4 H 4x10 II
4x5=
4x10 I I
6-1-7 12-2-8 18-3-9 23-11-8 )
6-1-7 I 6-1-1 I 6-1-1 I 5-7-15
Plate Offsets(X,Y)-- [1:0-3-5,Edge1,[1:0-0.0,0-1-111,[6:0-6-1,Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.57 Vert(LL) -0.07 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.21 7-8 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.48 Horz(TL) 0.08 6 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:118 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
SLIDER Right 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 6=958/Mechanical,1=958/0-5-8
Max Horz 1=99(LC 11)
Max Uplift 6=-106(LC 12),1=-106(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1591/287,2-3=-1124/256,3-4=-1120/256,4-6=-1484/276
BOT CHORD 1-10=-190/1358,8-10=-190/1358,7-8=-176/1264,6-7=-176/1264
WEBS 2-8=-520/144,3-8=-68/574,4-8=-425/128
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=107mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24tt;eave=4ft;Cat. ,`011111rrrrt
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0.0 to 12-2-8,Exterior(2)12-2-8 to %% .c ER P. -/A i,�
15-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �%``p.�•...... .•• //w 4i
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � N.••�G E N S+.•.•ti •.,
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 • . V F ..
will fit between the bottom chord and any other members. •• No 22839
5)Refer to girder(s)for truss to truss connections. * ..+ •.
• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 6 and 106 lb uplift at
joint 1. 50) _
:9•:11 !
Job I Truss I Truss Type Qty Ply San Tropez I
T8544822
9892T0 T54 Hip 1 1
Job Reference(optional) 1
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:22 2016 Page 1
ID:?vaddQEXW V nNmI Sh6DjGdgzOE7e-R._HI UCOU4OkUgobaf07arcpx2CPJ65YIYrIskVzKHG7
12.5.0
6-1-7 12-0-0 12-2 — 18-3.8 24.5-0--- - - - l
61 7 -. _..- -.-5109 ----_-_ 0.2. 5.10.9 6-1-7
0-2-8 Scale:1/4'=1'
4x5=
3
6.00 12
18
3x4 17 3x4
4
2
19
16
1 5
IIv
a It`
o
8
9 7 6
2x4 II 3x6---
3x8= 2x4 II 4x5=
4x5=
4x10 I I 4x10 II
6-1-7 12.2.8_- 18-3-9 I 24-5-0 I
6-1-7 i 6.1.1 6.1 1 6-1-7
Plate Offsets(X,Y)-- (1:0-0-0,0-1-111,11:0-3-5,Edge),15:0-0-0,0-1-111,[5:0-3-5,Edge)
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 I Vert(TL) -0.18 6-7 >999 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.47 Horz(TL) 0.06 5 tVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:117 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=977/0.5-8,5=977/0-5-8
Max Horz 1=-100(LC 10)
Max Uplift 1=-108(LC 12),5=-108(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1629/306,2-3=-1165/277,3-4=-1165/277,4-5=-1630/306
BOT CHORD 1-9=-213/1392,7-9=-213/1392,6-7=-205/1392,5-6.205/1392
WEBS 2-7=-514/154,3.7.79/606,4-7=-514/154
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511 B=45ft;L=24ft;eave=411;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3.0.0 to 12-2-8,Exterior(2)12-2-8 to ,`.0%I 11IIII/I�,,
16-5-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`. 'eR P i ,,
3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. s•``Q\- .• /4 ei
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 ,�� V.•'\G E N s••. ti •.•
will tit between the bottom chord and any other members. ,, •• \' ••• ��
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 108 lb uplift at : • N• O 22839 i
joint 5. *• � :*
_'a . 1 ICC::
r�1. �,•• itTAY� F :Viii
'1, 4.
S/4N At- ON
�////n I In l%•S
Walter P.Rnn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 1
WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE.
MIT
Design valid lot use only with Milekw connectors.this design Is based only upon paaneters shown,and Is for on kndMdiiol building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate.this design Into the overall
trrcfrng design. Bracing Indicated Is to prevent buckling of Indlvklual truss web and/or Chad members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with r oss1ble personal injury and property damage. for general guidance regarding the 6904 Parke East Blvd
fabrication,storage.delivery,erection and b racing of trusses and truss system,SeeANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component
Safety Information available from truss Plate Institute,218 N.tee Street,Suite 312,Alexandrki,VA 22314. Tama.Ft. 33610
Job I Truss I Truss Type Qty Ply San Tropez T8544823
9892T0 T55 Hip 1 1
Job Reference(optional) I
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:23 2016 Page 1
I D:?vaddOEXW VnNmISh6DjGdgz0E7e-vAg7hY06rJsKIxAmDjepNpMSgcgUrcORnV2PHyzKHG6
7-0-0 10-0-0 14-5-0 17-5-0 24-5-0
7-0-0 3-0-0 I 4-5-0 I 3-0-0 l 7-0-0
Scale=1:41.1
4x5=
4x5=
3 18 19 4
6.00[12 2x4\\ 2x4//
5
2
t. 0 20
17
v
n
21 of
16
1 6
9 8 7
3x8 II 354= ' 3x4= 3x6 II
10-0.0I 14-5-0 I 24-5-0
10-0-0 4-5-0 10.0-0
Plate Offsets(X,Y)-- 11:0-3-8,Edge),[6:0-3-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.46 Vert(LL) -0.24 9-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 1 BC 0.81 Vert(TL) -0.56 9-12 >521 180
BOLL 0.0 • Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=977/0-5-8,6=977/0-5-8
Max Horz 1=83(LC 11)
Max Uplift 1=-108(LC 12),6=-108(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1.2=-1547/352,2-3=-1300/330,3-4=-1115/309,4-5=-1300/330,5-6.1547/352
BOT CHORD 1-9=-251/1320,7-9=-139/1125,6-7=-243/1312
WEBS 2-9=-368/173,3-9=-51/420,4-7=-51/420,5-7=-368/173
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=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=241t;eave=oft;Cat.
II;Exp 14-5-0,BIn Interior(1)18-7.15 to 24-5-0 zone;C-C=0.18;MWFRS t folr members and forces&MW FRS orireac reactions shown;Lumber DOL=1.60 plate grip S��`,,-c ER 1P,P�.j/
DOL=1.60 � ``P�V �........ //t, Imo,
3)Provide adequate drainage to prevent water ponding. ��� •• \0i E N s'••;` ..
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� V F �i
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 No 22839 11
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 108 lb uplift at joint 1 and 108 lb uplift at *:• ••*
F.
joint 6. = A \ :¢
:9 i'STAT F :`'iz
•
II IIS / 3isri - ?�`s•
•
��I,HInin to-
Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit
Design valid for use only with MlTeks connectors.This design is based only upon parameters shown,and Is for an individual building component.not
a truss system.Before use,the building designer must verify 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 terntxxary and permanent bracing MiTek'
is always requked for stability and to prevent coltopse with possible personal hjury and property damage. lax general guidance regarding the
tabrk:atbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Sdely Information avcl able from Tnds Plate Instttlte.218 N.lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 I
Job Truss ITruss Type Qty IPly San Tropez
T8544824
9892T0 T56 I Hip 1 1
f Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:23 2016 Page 1
ID:?vaddQEXW VnNmlSh6OjGdgz0E7e-vAg7hY06rJsKIxAmOjepNpM?IciOrcKRnV2PHyzKHG6
8-0-012-2-8 - 16-5-0 24-5-0 {
— 8-0-0 -______I. 4-2-8 I 4.2.8 8.0-0
Scale=1:41.3
4x5= 4x5=
3x4=
2 3 4 -
6.00 12 :_ ° jh
7
16 1 18 n
15 a
5
1 7y
I O 1 1�.
LI ]01 b
8 7 6 SI
4x5=
3x4= 3x6 3x4= 4x5=
4x10 I I 4x10 I I
8-0-0 16-5.0 _ 24.5.0
I 8-5-08-0-0 l 8.0.0
Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],f1:0-3-5,Edge],15:0-0-0,0-1-7],[5:0-3-5,Edge] _
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.08 8-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.24 8-11 >999 180
BCLL 0.0 ' Rep Stress Ina YES i WB 0.18 Horz(TL) 0.05 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 ! Matrix-MS Weight:106 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=977/0-5-8,5=977/0-5-8
Max Horz 1=66(LC 11)
Max Uplift 1=-108(LC 12),5=-108(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
• TOP CHORD 1-2.1532/322,2-3=-1285/344,3-4=-1285/344,4-5=-1532/322
BOT CHORD 1-8=-205/1275,6-8=-233/1387,5-6=-198/1275
WEBS 2-8=0/363,3-8=-266/71,3.6=-266/71,4-6=0/363
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=4511;L=24ft;eave=4ft;Cat.
• II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 11111111111111 j
B0-p DOL 1 6i r(1)20-7-15 to 24-5.0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,,�%%'\-'ER•P. F�s,�ee
3)Provide adequate drainage to prevent water ponding. `�� V•.• �G E N S+.• /4' '
•
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • \' F• •• �i
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 No 22839 i
• will fit between the bottom chord and any other members. ► •:* •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 108 lb uplift at = *.• •
joint s. �'O 1 IN ;Q
• :9 '•' I TAIt�: F 1./:
• �•'1/
SAO N q1-�r.o'
11j/11II11111�`
Walter P.Finn PE No.22839
Milk USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
mg
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4111-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Miloks)connectors.This design is based only upon rxxa peters stlown,and Is for cul Irr dlvklu l 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
building design. Bracing indicated Is to prevent buckling of indNkfual truss web and/or chord members only. Additional temporary crud rmunanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. Fon general guidance rc.)ardIng the
tabricatkrt storage-delivery-erection and bracing of tnuses and tnrss systems,seeANSI/IPI l Quality Criteria.D58-89 and BCSI Bueding Component 6904 Parke East Blvd_- —— I
Safety information available from truss Plate instIhrte,218 N.Lee Sheet,Suite 312.Nexandrto.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty I Ply San Tropez
T8544825
9892T0 T57 HIP GIRDER 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:24 2016 Page 1
I D:?vaddQE XWVnNml Sh6D)GdgzOE7e-NMOVvu1 kcd?Bv5IzmRA2w 1 uAP?2xazHa?9nypOzKHGS
_ 6.0-0- , 12-2.8 18-5-0 - I 24-5-0
6-0-0 6-2-8 6.2-8 6.0.0
Scale=1:41.1
NAILED
NAILED NAILED NAILED
4x10
2x4 II 4x10=
NAILED NAILED NAILED NAILED
6.00':12 2 16 17 3 18 19 4
`r11-- —III'lliill�111 tit i1ti�
Y
1 5
IIvs tvC
1` lo�
[l II ill O
91-1 : 1 l rZ r. i[l nn �(1 Il fl Il
ill
�� 20 21 9 22 8 23 7 24 25 6 26 27 1.15.1
NAILED NAILED 3x8 MT2OHS= NAILED NAILED NAILED NAILED
6x6= 2x4 I 4x10— 2x4 II 6x6_
NAILED NAILED NAILED NAILED NAILED
NAILED
6-0-0 12-2-8 18-5-0 24-5-0
I1-— 6-2-8 6-2-8 " 6-0-0
Plate Offsets(X,V)-- [1:Edge,0-2-13],[2:0.7-0,0-2-01,[4:0-7-0,0-2-0],[5:Edge,0-2-131__-_-_
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.15 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.41 7-9 >717 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress lncr NO WB 0.52 Horz(TL) 0.11 5 rVa rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:110 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins.
2-4:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 SP SS
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1879/0-5-8,5=1879/0-5-8
Max Horz 1=50(LC 24)
Max Uplift 1=-247(LC 8),5=-247(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3219/436,2-3=-3950/565,3-4=-3950/565,4-5=-3219/436
BOT CHORD 1-9=-330/2801,7-9=-327/2816,6-7=-327/2816,5-6=-330/2801
WEBS 2-9=0/451,2-7=-193/1367,3-7=-867/332,4-7=-193/1367,4-6=0/451
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind: BCE 7-10; ult=l3Omph 3- egusttasd=l /mph; C L=5.Opif;BCD=5. psf;h=25ft;B=45ft;L=24ft;eave=4lt;Cat. ,,,11%1111111//1.
II;Exp pi (directional); p 9 p ,,� �,�ER •P. F� i,�
3)Provide adequate drainage to prevent water ponding. Q.•.........• 4/A. J.
4)All plates are MT20 plates unless otherwise indicated. `� NW.* \G E N S+'•.•'i/ .j
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �4 V • 00
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 N O 22839
will tit between the bottom chord and any other members. * * •
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 1 and 247 lb uplift at ,�^
joint 5. 1 * •
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. -'U• i Cr Z
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i13 TA " F : L'J Z
LOAD CASE(S) Standard .1 Q ••-''....
`4
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i�,'�s •..R••• ��,��
NN
Uniform Loads
vent l(2=1'60,2-4=-60,4-5=-60,10-13=-20 ���14" A; 0
Concentrated Loads(Ib)
Vert:2=-97(F)4=-97(F)9=-60(F)7=-121(F)3=-194(F)6=-60(F)16=-97(F)17=-97(F)18=-97(F)19=-97(F)20=-113(F) Walter P.Rnn PE No.22839
21=-159(F)22=-60(F)23=-60(F)24=-60(F)25=-60(F)26=-159(F)27=-113(F) MITek USA,Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED IA!FEB REFERANCE PAGE M11-7473 rev.10,03/2015 BEFORE USE. we.
• Design valid for use only with Mitek&connectors.lids design Is bused only upon parameters shown,and Is for an Individual biding component,not
a truss system.Before use,the building designer must verily the tlpplicabllty of desk)n parameters and properly incorporate this design Into the overall I
building design. LCachg 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 injury and properly damage. I or general guidance regarcing the
• fabrication,storage,delivery,erection and bracing of trusses and truss systems,secANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd.
Safety Informatton avalkble Irumn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610
Job Truss "Truss Type Oty Ply --San Tropez — 78544826
989210
T58 Common Girder 1
l2 Job Reference(optional)
Building Component Supply,Jacksonville,Ft 32256 8.000 s Jan 15 2016 MTek Industries.Inc. Tue May 03 09:0312 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-RnbYJZw30e6sk1jvYZE?syJ4QRXU2p3FKLj8W SzKGhj
4-2-1l 7-11-12 11-9-8 15-7-4 19-4-15 23-7-0
4-2-1 3-9-12 3-9-12 3-9-12 3-9-12 4-2-1
4x5 'I Scale=1:43.4
4
as
6.00[12 3x5 iiii 3x5
5
3 1
3x4 i 1 'I 3x4 J
2 1 4-10 6
1 3- 0 i 5 0 _g I
I
2`12 2- $ 7
1'� r, I.-111 1. �l [1 7 11 la
�� nn nn n� nr
a
19 12 20 21 11 22 23 10 24 9 25 8 26
7x10= THD26 THD26 THD26 THD26 THD26 THD26
2x4 il 6x6= 8x10= 6x6= 2x4 I I 7x10=
THD26
THD26 THD26 THD26 THD26 THD26
4-2-1 7-11-121 11-9-8 15-7-4 19-4-15 23-7-0
4-2-1 3-9-12 3-9-12 3-9-12 3-9-12 1 4-2-1 _
Plate Offsets(X,Y)-- f1:0-3-9,0-5_0),(3:0-1-12,0.1-8),15:0-1-12,0-1.81,[7:0-3-9,0-5-01,[9:0-3-0,0-4-41,[10:0-5-0,0-4-81,[11:0-3-0,0-4-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.18 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.44 10-11 >646 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(TL) 0.11 7 n/a rVa
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:300 lb FT=20%
I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins.
BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3'Except'
4-10:2x4 SP No.2
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=6815/0-5-8 (min.0-4-0),7=6268/0-5-8 (min.0-3-11)
Max Horz 1=97(LC 7)
Max Uplift 1=932(LC 6),7=-862(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-11427/1608,2-3=-9951/1467,3-4=-7717/1199,4-5=-7718/1199,5-6=-9783/1440,
6.7=-11225/1579
BOT CHORD 1-19=-1393/10158,12-19=-1393/10158,12-20=-1393/10158,20.21=-1393/10158,
11-21=-1393/10158,11-22=-1219/8875,22-23=-1219/8875,10-23=-1219/8875,
10-24=-1195/8728,9-24=-1195/8728,9-25=-1365/9968,8-25=-1365/9968,
• 8-26=-1365/9968,7-26=-1365/9968
WEBS 4-10=-996/6614,5-10=-2790/407,5-9=-331/2743,6-9=-1469/199,6-8=-122/1293, 01111Illlll
3-10=-3010/443,3-11=-371/2986,2-11=-1518/202,2-12=-121/1312 ,�0"/eR R F/4,li,,
N.
•
NOTES- 44
P•'GEN•' +
1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: .: ;••\.\.......
•.•. ,°0�
Top chords connected as follows:2x4-1 row at 0.7-0 oc. •• No 22839 • •I.
• Bottom chords connected as follows:2x6-2 rows staggered at 0.9.0 oc. ... *:•• • .�
Webs connected as follows:2x4-1 row at 0-9-0 oc.
• 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. SI'O: \ ;cc r.
3)Unbalanced roof live loads have been considered for this design. ti�
4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25tt;B=45ft;L=2417 eave=4ft;Cat. O*•,�i
TAT F ,�
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �i'r �/ R ��•.-\*,�
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ile NS .. .f!.... `Cy,`
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 ♦ s ` ��
will fit between the bottom chord and any other members. 10440 N A� -to
`N
Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 932 lb uplift at joint 1 and 862 lb uplift at
ll
joint 7. Walter P.Finn PE No.22839
• 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MITek USA,Inc.FL Cert 6634
9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-10-12 from 6904 Parke East Blvd.Tampa FL 33610
the left end to 21.8-4 to connect truss(es)T53(1 ply 2x4 SP),T52(1 ply 2x4 SP),T51 (1 ply 2x4 SP),T50(1 ply 2x4 SP),T49(1 ply Date:
2x4 SP),T48(1 ply 2x4 SP),T47(1 ply 2x4 SF'),T46(1 ply 2x4 SP),T45(1 ply 2x4 SP),T44(1 ply 2x4 SP),T43(1 ply 2x4 SP),T42 May 3,2016
(1 ply 2x4 SP)to back face of bottom chord.
1 wrnm ram/ur-pa9C t------_.......y.-..........................-.....-....
mil.
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE.
Design valid for use only with Mitek®connectors.Ns design is txlsect only upon paiarnelers 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
building design. Bracing Indicated Is to prevent buckling of indivklual truss web and/or chord members only. Ad itkmal temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with p ossUie personal Injury and property damage. For general guidance regarding the EastBlvd.
fabricatkn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P6904
I1 Quality Criteria,DSB-89 and BCSI Building Component
Safety Informatiat
on vdkiNe from Teas Plate Institute,218 N.tee Street,Suite 312.Alexandria. Tampa.ia.VA 22314. P.Parke 33610 B J
Truss T e Oty Ply San Tropez
Job Truss YP 18544826
989210 158 Common Girder 1
2 Job Reference(optional)
Building Component Supply,Jacksonville,Fl 32256 8.000 s Jan 15 2016 MTek Industries,Inc. Tue May 03 09:03:12 2016 Page 2
I D:?vaddOEXW VnNmISh6DjGdgz0E7e-RnbYJZw30e6sk1 jvYZE?syJ40RXU2p3FKLjBW SzKGhj
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-60,4-7=-60,13-16=-20
Concentrated Loads(Ib)
Vert:10=-933(B)9=-933(8)8=933(B)15=-939(B)19=-933(B)20=-933(B)21=-933(B)22=-933(B)23=-933(B)24=-933(8)25=-933(B)26=-933(B)
wit
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MIN-7473 rev.1003/2015 BEFORE USE.
Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,cxxi is for an ix9Nck>al building component not
a truss system.Before use,the building designer must verity the applicability of design pxxaneters and properly incorporate this design into the overall
bulking design. Bracing indicated Is to prevent buckling of individual truss wet>and/or chord members orgy.Additional temporary and permanent bracing MiTe k'
Is always required for stability and to prevent collapse with possible personal'Nun/and properly damage. For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-69 and SCSI Building Component
Safety Information available from lruss Plate institute-218 N.Lee Sheet Suite 312.Piexcxxlrla,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty I Ply San Tropez
T8544827
9892T0 IT59 Common 4 1
I l Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:27 2016 Page 1
I D:?vaddQEXW VnNmISh6DjGdgzOE7e-nx4eXw4dvYNmmZUXSZjIYf W nmD5xnP61 i70dQjzKHG2
_ 5-10-15 11-9.8 _ 17-8-1 I 23-7-0
5-10-15 } 5-10-9 I 5-10-9 5-10-15
Scale=1:41.9
4x5=
3
'441)
6.00;12 16 17
1por
2x4\. 2x4//
4
2
•
\ / 1
15 8
1 5
X [o[ d
S 8 19 7 20 6
3x6 I' 354= 3x6- 3x4= 3x6 II
7-10-7 15-8-9 23-7-0
~ 7-10-7 l 7-10-2 I 7-10-7
Plate Offsets(X,Y)-- (1:0-2-8,0-1-3],[5:0-2-8,0-1-3] -
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.17 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.33 6-8 >849 180
BCLL 0.0 ' Rep Stress Ind YES WB 0.19 Horz(TL) 0.05 5 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=943/0-5-8,5=943/0-5-8
Max Horz 1=-97(LC 10)
Max Uplift 1=-104(LC 12),5=-104(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1560/295,2-3=-1387/306,3-4=-1387/306,4.5=-1560/295
BOT CHORD 1-8=-193/1334,6-8=-70/905,5-6=-193/1334
WEBS 3-6=-69/532,4-6=-330/162,3-8=-69/531,2-8=-330/162
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=4ft;Cat.
II;Exp 14-9-8 zone;C-C for;End., pi=0.18;MWFRS members and forces&IMW FRSand
for reactions shown;
erior(2) LLumber DOL e1 601)3-0-0 to plate gnp DOL=8,Exterior(2)11-9-8 to ,`S�1i-eR 'P. F'1,,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s•``p.-.........i'•
�/4/.t e,�
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 ,�� V. \G ES .•� •,
will tit between the bottom chord and any other members,with BCDL=10.Opsf. • \' F ' 'i
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 1 and 104 lb uplift at • NO 22839
joint 5. •
. 7.
r•'0: 1 :CC
�
9 TAT F .'" '�:
•
Edi :
'SCJ .•
',,4, ctrl.O N AL E�C��.
irnnt0
Walter P.Finn PE No.22839
Mitek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
0 WARNING-Verify design peram.t rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. mit
Design valid for use only with Mitek®connectors.This design Is bused only upon parameters shown,and is for di IrxfMdual building component,not
a truss system.Before use.the building designer must verify the applIca Ilty of design parameters and rxoperty incorporate this design into the overall
bolding design. Bracing indicated Is to prevent budding of Individual truss wet)and/or chord members only. Additional temporary and permanent tracing MiTek
• is always required for stability and to prevent collapse with possible personal intone and property damage. for general guidance warding the
fabrication.storage,delivery.erection and tracing of trusses and truss systems,seeANSt/IPI I Quality Criteria,DSB-89 and BCSI Building ComponentEast Blvd.Ta a 6904 Parke EaLasts
Safety information avdlabie from Inns Plate Institute,218 N.leo Street,Suite 312.Alexandra,VA 22314. Tampa,
Job Truss Truss Type 'Qty 1Ply I San Tropez
T8544828'
9892T0 �T60 Hip 1 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:27 2016 Page 1
ID:?vaddOEXW VnNmISh6DjGdgzOE7e-nx4eXw4dvYNmmZUXSZjIYfW mnD2enQN 1 i70dQjzKHG2
I
7-0-g -i 10-0-0- 13-7.0 --- - 76-7-0 t 23-7-0 {
7-0-0 3-0-0 3-7-0 3-0-0
Scale=1:39.7
4x5= 4x5=
3 18 19 4
0 i
6.00112 2x4\' 2x4//
5
2
e. 44 20
17
0
rL
6
16 21
6
1
Et I # ) Elr y o
9 8 7 S.
3x8 MT2OHS=
3x8 II 3x4= 3x4= 3x8 II
10.0.0I 13-7-0 I 23-7-0
10.0.0 3-7-0 10-0-0
Plate Offsets(X,Y)-- [1:0-3-8,Edge],16:0-3-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.20 7-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 I Vert(TL) -0.54 7-15 >524 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Ina YES WB 0.18 Horz(TL) 0.04 6 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:105 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (Ib/size) 1=943/0-5-8,6=943/0-5-8
Max Horz 1=83(LC 11)
Max Uplift 1=-104(LC 12),6=-104(LC 12)
•
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1480/335,2-3=-1231/313,3-4=-1051/292,4-5=-1231/313,5-6=-1480/335
BOT CHORD 1-9=-235/1253,7-9=-122/1051,6-7=-227/1253
WEBS 2-9=-371/176,3-9=-60/406,4-7=-60/406,5-7=-371/176
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=4511 L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to ,x%111II(H ig
13-7-0,Interior(])17-9-15 to 23-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `�0 �/ ,R P :0i,�
DOL=1.60 �`%�P••C,EW••.,tii e,
3)Provide adequate drainage to prevent water ponding. . \
4)All plates are MT20 plates unless otherwise indicated. • \' S�••• ,,'o
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •
: • N O 22839 •
• 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 104 lb uplift at joint 1 and 104 lb uplift at
joints. �:-0 9.•,1 •CC TA F ,
i0
•�'e s/0 N A,-�,.�`.
��n/1111111-
Walter P.Finn PE No.22839
MRek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
I
.
0 WARNING-Varity design parematars and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M/F7473 rev.1eM32015 BEFORE USE.
Design valid for use only with Mifl
ileki connectors.fits design Is based only upon parameters shown,and is for an kvkkral txrlg not
dkcompxrxmt.
a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly fncaWrate this design Into the overall
building design. Bracing Indicated Is to prevent budding of Indlvkkxi truss web and/or chord members only.Add Bond temporary and permanent Mcx:kig MiTek'
Is always reguked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardkg the Parke Easl Bbd.
fabrication,storage.delivery.erection aril bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 696904 04 P.Parke
East 0
Safety Information avdlable Iran truss Plate Institute.218 N.Lee Street,Shite 312.Atexailrla.VA 22314.
Job Truss Truss Type Oty IPly ' San Tropez
T8544829
9892T0 1761 Hip 1 1 I
IJob Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:28 2016 Page 1
ID:7vaddOEXW VnNmISh6DjGdgzOE7e-G8e0kG4FgsVd0j3k.'HE_4t3rCdOwW l8AwnlAy9zKHG 1
8-0-0 11-9-8I 15-7-0 I 23-7-0
8-0-0 3-9-8 3-9-8 8-0-0
Scale=1:39.8
4x5= 4x5=
3x4
2 17 3 18 4
6.0012 Illi
wit19
16 20 n
15 e
1 5
v
7
Z 8 6
3x4= 3x6= 3x4= 4x5=
4x5=
4x10 II 4x10 ll
8-0-0 15-7-0 23-7-0
I8-0-0 I 7-7-0 I 8-0-0
Plate Offsets(X,Y)-- [1:0-0-0,0-1-71,[1:0.3-5,Edge1,[5:0-0-0,0-1-71,15:0-3-5,Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.08 8-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.25 6-14 >999 180
BCLL 0.0 • Rep Stress Ina YES WB 0.14 Horz(TL) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (Ib/size) 1=943/0-5-8,5=943/0-5-8
Max Horz 1=66(LC 11)
Max Uplift 1=-104(LC 12),5=-104(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1461/313,2-3=-1221/336,3-4=-1221/336,4-5=-1461/313
BOT CHORD 1-8=-197/1212,6-8=-213/1293,5-6=-189/1212
WEBS 2.8=0/334,4-6=0/334
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat.
I119 9-1 S Interio;End.,r)119 9-15 to 3Cpi=0.18; -7-0 zone;C-C forRS(directional)a members and forces&MWFRS for reactions hown;Lumber DOL0-0, =1.60 plate ,,�o• ER ,p ��ie
grip DOL=1.60 ����Nr..••0EHls••4 , 1
3)Provide adequate drainage to prevent water ponding- \ 0i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • \' F• •e i
5)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 22839 i
will tit between the bottom chord and any other members. • * •.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 1 and 104 lb uplift at
joint 5.
:�•1'l $TAI F �•'c' , _,�R 1 .C\ S
•i
Wafter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. mll.
Design valid for use only with Mitek*connectors.Iris design is based only upon rxscxnetets shown,and is for an krdlvkkxx[wilding component,not
a truss system.Before use,the bulling designer must verify the applicability of design parameters and property incorporate this design into the overall
biking design. Bracing Indicated is to prevent buckling of lndMduol truss web and/or chord members only. Addilonal temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possble personal h)ury and property damage. I or general gukknce regarding the 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of MOWS and truss systems,seeANSI/TPI I Quality Crtieria,DSB-89 and SCSI Building Component
Safety Information available from Iruss Plate Institute,218 N.Lee Street,Suite 312,Alexan drta,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply 1 San Tropez
T8544830
9892T0 162 Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 03 07:24:29 2016 Page 1
ID:?vaddQEXW VnNmISh6DjGdgzOE7e-kKCOyb5tR9dU0sewZ_IDd4c0g0gIFG?K9RVjUbzKHGO
6-0-0 11-9.8 17.7-0I 23-7-0 ---
6-0-0 5.9.8 5.9-8 6 '
0
Scale=1:39.7
NAILED NAILED
4x10=-
NAILED
NAILED NAILED NAILED 2x4 II NAILED NAILED 4x10
6.00 12
2 15 16 17 3 18 19 20 4
vim= II II : II 11 =
a
' 11111111111
1 1 , 5
, y I - a
a rn rn f$ nn nn I . II II kn nn nn _� a
21 22 8 23 24 7 25 26 8 27 28
NAILED NAILED 2x4 II NAILED NAILED 5x8= NAILED NAILED 2x4 II NAILED NAILED
6x6= 6x6=
NAILED NAILED NAILED
6-0-0 11-9-8I 17-7-0 I 23-7-0
6-0-0 5.9-8 5-9-8 6-0-0
Plate Offsets(X Y)-- (2:0-7-0 0-2-0] [4:0-7-0,0-2-0 7:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.14 6-7 >999 240 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.37 6-7 >775 180
BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.10 5 Na Na
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:106 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins.
2-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1767/0-5-8,5=1767/0-5-8
Max Horz 1=-50(LC 23)
Max Uplift 1=-232(LC 8),5=232(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2990/406,2-3=-3512/506,3-4=-3512/506,4-5=-2990/406
BOT CHORD 1-8=-303/2598,7-8=-301/2613,6-7=-301/2613,5-6=-303/2598
WEBS 2-8=0/445,2-7=-162/1116,3-7=-753/291,4-7=-162/1116,4-6=0/445
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)II; nd:ASCE 7-10;ExpB;Encl.,GCpi=0.18;MWFRS(diirrectiona)Lumber DOL=1.60 plate grgust)Vasd=101mph; ip DOLL 1.60 psf,h=25tt;B=45ft;L=24ft;eave=4ft;Cat. ,,,`".011111111/11.1
/4/
/','
3)Provide adequate drainage to prevent water ponding. `� `Qo�.•••" •. �/w �•
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ V% •. GENS 'v •'.
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 �.: •• V F•.•. 0..
will fit between the bottom chord and any other members.
• N 0 22839
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 1 and 232 lb uplift at , * • ,� �:
joint 5. r.
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)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). TAS F
LOAD CASE(S) Standard .0 •• •r �
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Oj �s / R t Q' � �
c.
Uniform Loads(plf) �• •........••
Concentrated Loads(lb)4.60,4-5=60,9.12=-20 iie14�0 N A�� �ss
Vert:2=-97(F)4=-97(F)8=-60(F)7=-60(F)3=-97(F)6=-60(F)15=-97(F)16=-97(F)19=-97(F)20=-97(F)21=-113(F)
22=-159(F)23=-60(F)24=-60(F)25=-60(F)26=-60(F)27=-159(F)28=-113(F) Walter P.Finn PE No.22839
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 3,2016
1 mit
0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with Mlek6 connectors.this design Is txrse'l only upon parameters shown.and Is for on Individual al t,u ding component,not
a truss system.Before use,the bullcirrg designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary aid permanent txactng MiTek
is always required to 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 arid truss systems,seeANSI/TPl1 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Bird.
Safety Information available from truss Plate Institute,218 N.Fee Street,Sane 312.Aiexaddrkr,VA 22314. Tampa.FL 33610
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