HomeMy WebLinkAboutTruss Packet Lumber design values are-in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
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4j7E: 504155-PACE-JONES - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa,FL 33610-4115
Customer Info: PACE 2000 Project Name: JONES RES Model:
Lot/Block: Subdivision:
Address: SNEED ROAD
City: FORT PIECE -ST LUCIE CO State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: AA(lV EY KaSW pF ty License#: 32S13
Address:-t2o5 BL%f6 :7,I RGL.&
City:FcR-T S06.INT t^UCte State: IrL.
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: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 49 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date I No. I Seal# ITruss Name Date
1 IT11495806 IA01 6/29/17 118 1 T11495823 1 C01 6/29/17
12 I T11495807 I A02 16/29/17 119 I T11495824 I CO2 16/29/17
13 I T11495808 I A03 16/29/17 120 I T11495825 I CO3 16/29/17 I
14 I T11495809 I A04 16/29/17 121 I T11495826 I C04 16/29/17 I
15 I T11495810 I A05 16/29/17 122 I T11495827 I CA 16/29/17
16 I T11495811 I A06 16/29/17 123 I T11495828 I CJ2 16/29/17
17 I T11495812 I A07 16/29/17 124 I T11495829 I CJ3 16729/17
18 I T11495813 I B01 16/29/17 125 I T11495830 I CJ4 16/29/17 I
19 I T11495814 I B02 16/29/17 126 I T11495831 I CJ5 16/29/17 I
110 I T11495815 I B03 16/29/17 127 I T11495832 I CJ41 16/29/17
I11 I T11495816 I B04 16/29/17 128 I T11495833 I D01 16/29/17 I
112 I T11495817 I B05 16/29/17 129 I T11495834 I D02 16/29/17 I
113 I T11495818 I B06 16/29/17 130 I T11495835 I D03 16/29/17 I
114 I T11495819 I B07 16/29/17 131 I T11495836 I E01 16/29/17 I
115 I T11495820 I B08 16/29/17 132 `I T11495837 I E02 16/29/17 I
116 I T11495821 I B09 16/29/17 133 I T11495838 I E03 16/29/17 I
17 I T11495822 I B 10 16/29/17 134 I T11495839 I E04 16/29/17 I
_- -%The.truss drawing(s)referenced above have been prepared by MiTek %%e���SvL1US
USA,Inc.under my direct supervision based on the parameters o%% G.E IV's
:.provided by Tibbetts Lumber Company-Palm Bay. -F
Truss Design Engineer's Name: Lee, Julius * 3486
My license renewal date for the state of Florida is February 28,2019. _ C
:
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF W Z.
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters ' • 4 O R O Q'�N
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
��Iett ....../ONA"fir MiTek.
splyd c customers
leeference Pu poeonY,an was not taken into included
in the preparation of
these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34669
parameters or the designs for any particular building. Before use,the building designer MiTek'USA,Inc.FL Cart 66M
should verify applicability of design parameters and properly incorporate these designs 69D4 Parke East Blvd.Tampa FL 33610
into the overall building design per ANSI/TPI 1,Chapter 2. Date:
June 29,2017
Lee,Julius 1 of 2
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h
�e
RE: 504155-PACE-JONES -
Site Information:
Customer Info: PACE 2000 Project Name: JONES RES Model:
Lot/Block: Subdivision:
Address: SNEED ROAD
City: FORT PIECE- ST LUCIE CO State: FL
No. I Seal# Truss Name Date
135 T11495840 1 E05 6/29/17
136 T11495841 1 E06 1 6/29/17
137 1 T1 1495842 1 EJ5 1 6/29/17
138 1 T11495843 1 ER 1 6/29/17
139 1 T11495844 1 EJ71 1 6/29/17
140 1 T11495845 1 HJ2 1 6/29/17
141 1 T11495846 1 HJ5 1 6/29/17
142 T11495847 1 HJ7 1 6/29/17
143 T11495848 1 HJ51 1 6/29/17
144 1 T11495849 1 HJ71 1 6/29/17
145 1 T11495850 1 K01 1 6/29/17
146 1 T11495851 1 K02 1 6/29/17
147 1 T11495852 1 V01 1 6129/17
148 I T11495853 1 V02 1 6/29/17
149 1 T114958541 V03 1 6/29/17
A
2of2
Job Truss Truss Type �ty Ply
T11495806
504155-PACE-JONES A01 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:34 2017 Page 1
I D:PAjACIxOXccyA2N u7mEhtKyhsj?-udcaNDV BOgfU W Rj Bei Ee2gvX3CygCcl AHS?6eizl QoV
r -0 8- 0- 7-2-0 2 -7-5 30-2-81q 520 --0-3 6-6-926 i
ON 3 Ell
Scale=1:59.7
6x8=
6.00 F12 4x8=
3x4= 4x5= 5
2 3
3X8 i - 22 6x8=
1 20 21
5x6= 5x14=
6 7
m
N
n
m
6
N T
16 — 13 12 11 19 Io Io
17 15 4x5 3x4= 5x10 10 9 8 1
3x6= 5x6 5x10 3x6= 2x4 I
3x6= 9•� 12
3-11-10 16-510
2-7-10 2--0 B-10-0 150-0 1S 10 23-7-15 30.2-6
za-15 0.-s 4ao s s z-o a 10 7-2-5 s6 s
1-3-10 1-4-0
Plate Offsets(X,Y)-- 12:0-5-4,0-2-01,(7:0-3-12,0-3-01,j14:0-4-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.09 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.26 9-10 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.08 19 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:238lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2`Except` WEBS 1 Row at midpt 6-10
1-17:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x8 SP No.2 be Installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=1099/0-7-10,19=1063/0-6-2
Max Horz 17=73(LC 11)
Max Uplift 17=272(LC 12),19=-251(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-537/271,2-3=-1191/626,3-4=-1397/723,4-5=-1544/804,5-6=1213/578,
6-7=-1171/511,16-17=-1076/550,1-16=-1077/536
BOT CHORD 13-14=-171/508,12-13=186/444,11-12=-520/1191,10-11=-500/1190,9-10—525/1194
WEBS 2-12=-484/1033,3-12=-578/398,5-10=-471/271,6-10=284/118,6-9=724/453,
7-9=-578/1334,1-14=419/913,2-14=710/436,4-11=834/487,3-11=133/287,
5-11—683/1438
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15fh B=45ft;L=30ft;eave=4fh Cat.
11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 5-8-4,Interlor(1)5-8-4 to 17-2-0,Exterior(2)17-2-0
to 20-2-4,Interior(1)23-7-15 to 29-5-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
;.5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Bearing at joint(s)17,19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 lb uplift at joint 17 and 251 lb uplift
at joint 19.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and t/z"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.101012015 BEFORE USE. R
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not p`
a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I 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.Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type ! Qt/ Ply
T11495807
504155-PACE-JONES A02 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:35 2017 Page 1
I D:PAjACIxOXccyA2N u7mEhtKyhsj?-MpAybZW p98nL8al NC?Itb2SircFCx2CJV6kgB8z1 QoU
10-02-7-10 -11-1 7-0-0 13-2-0 15-1-10 17-2-0 21-7-15 29-0-0 0-2-
10- 1-4-0 3-p 6 6-2-0 1-11-10 2-0-6 4-5-15 7-4-1 1-2-8
Scale=1:60.4
4x5=
6x8=
'4
6.00 12 3x8 i 6 6x8=
5x6= 2x4 11 45= 5 5x10=
3x4 11 2 3 23 24 6x8= 7x8=
1 7 9
22 25
m
u> tb
0
co
N
19' 17 o O
II 15 14 13 21 Io Io
18 16 4x6�i 4x8= Sx12_- 12 11 26 10 111
3x6= 5x6 5x10 z�- 2x4 I 4x12=
3x6= 9.00 F12
2-7-10 3-11-iq 7-0-0 13-2-0 15-1-1016-5-iq 21-7-15 29-0-0 30-2-a,
2-7-10 1-4-0 3-0-6 6-2-0 1-11-10 1-4-0 5-2-5 7-4-1 1-2-8
Plate Offsets(X,Y)— f2:0-3-0,0-2-01 (7:0-2-12,0-2-81,(9:0-6-12,0-1-81,(10:0-1-12,0-0-01,f10:Edge,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.15 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.44 13-14 >806 180
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.11 21 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:255 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals.
7-8,8-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-12,7-10
WEBS 2x4 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing
1-18:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x8 SP No.2 Installation guide.
REACTIONS. (lb/size) 18=1099/0-7-10,21=1063/0-6-2
Max Ho¢ 18=63(LC 11)
Max Uplift 18=-268(LC 12),21=-256(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1220/565,3-4=-1220/565,4-5=-1578l752,5-6=-1191/629,6-7=-1176/591,
8-9=272/112,18-19=1061/541,10-20=-298/829,9-20=400/791
BOT CHORD 13-14=-760/1614,12-13=-730/1671,11-12=-529/1180,10-11=531/1177
WEBS 3-14=-376/300,4-13=-660/377,5-13=-705/1687,5-12=-1553l715,6-12=-375l799,
7-12=333/136,7-11=01296,7-10—1265/559,2-19=1007/587,2-14=-596/1368,
4-14=-507/265
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft L=30ft;eave=4ft;Cat.
4II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-10-4,Interior(1)3-10-4 to 17-2-0,Exterior(2)
17-2-0 to 20-2-4,Interior(1)21-7-15 to 29-0-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5'f-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)Bearing at joint(s)18,21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 268 lb uplift at joint 18 and 256 lb uplift
at joint 21.
8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 112"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE
Design valid for use only with MiTek®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 property Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type { Ot'y Ply
T11495808
504155-PACE-JONES A03 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:36 2017 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-gOkKovW RW RVBlktZmiG67F?r90ZogSFTkm U Djaz1 QoT
2-7-10 5-9-12 11-2-0 15-1-10 17-2-0 , 19-7-15 27-0-0 30-2-8
2-7-10 3-2-2 5-4-4 3-11-10 2-0-6 2-5-15 7-4-1 3 8�
h
4x5= Scale:3/16"=1'
6.00 F12
3x8 i 5 46= Sx8=
4 g
22 4x12=
i3x6= 2x4 I 4x5= 23 8
1 2
21 �
0
v
,jig 1 0 ro
I i5 14 13 20 Io Io
18 16 4x6�i 5x10� 12 11 24 10 9 1 11
3x6 14x8=
Sx6 5x10 3x4= 2x4 11 3x4=
3x6= 9.00 12
6x8=
6x8=
2-7-10 3-11-iQ 5-9-12 11-2-0 15-1-10 16-5-iQ 19-7-15 27-0-0 30-2-8
2-7.10 1-4-0 1-10-2 5-4-4 3-11-10 1-4-0 3-2-5 7-4-1 3-2-8
Plate Offsets(X,Y)-- 17:0-6-0,0-2-81,)8:0-6-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.23 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.65 13-14 >548 180
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.11 20 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:248 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2`Except` WEBS 1 Row at midpt 4-12
1-18:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 18=1099/0-7-10,20=1063/0-6-2
Max Horz 18—72(LC 10)
Max Uplift 18=263(LC 12),20=-261(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 18-19=1069/521,1-19=1058/513,1-2=-1324/577,2-3=-1324/577,3-4—1601/739,
4-5=-1213/676,5-6=-1149/639,6-7=-1116/596,8-9=467/998
BOT CHORD 13-14=913/1899,12-13=738/1709,11-12=523/1127,10-11=-221/468,9-10=233/476
WEBS 3-13=-727/396,4-13=-621/1643,4-12=-1648/762,5-12=-522/928,6-12=-377/200,
6-11=-499/351,7-11=-404/887,7-9=-972/453,1-14_666/1582,2-14=320/259,
3-14=-715/384
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=30ft eave=4ft;Cat.
II;Exp B;Enci.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-3-0,Interior(1)3-3-0 to 17-2-0,Exterior(2)17-2-0
y to 29-5-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5;`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chard and any other members,with BCDL=10.0pst.
6)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 18 and 261 lb uplift
at joint 20,
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE.
Design valid for use only with MRekO connectors.This design is based only upon parameters shown,and Is for on Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall r�A
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. For general guidance regarding the
fabricaliom storage,delivery,erection and bracing of musses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avallabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Ovy Ply
T11495B09
504155-PACE-JONES A04 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:37 2017 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-I CI iOFX3hl l2NuSmKQnLgTX1 hQvJ PveczQDn F 1 zl QoS
4-8-0
2-7-10 3-11-10 9-2-0 15-1-10 17-2-0 19-2-11 26-6-12 26-2-8
h 2a-10 1-4-0 4-6-0 5-11-10 2-oE z-a11 7-4-1 1a-1z
Scale=1:59.7
4x5= 6x8=
6x8=
4 6.00 F12 5 5x6=
3x6 i 7x8
4 6
8 5x10=
24
5 26
3x6= 3x4= 45=
1 2
m
22 23 n N
V t`
U
O
19 ,17 II 15 14 13 12 21 Io Io
20 1
18 16 4x6 3x4= 5x10 71 27 28 3x6 10 9
=
3x6= 5x6 5� 7x8 3x4=
3x6= 9.00 12
6x6=
4-B-o
2-7-10 3-11-10 9-2-0 1S1.10 16-5-10 19-2-11 26-6-12 z-2-B
2-7-10 1-4-0 4-6-D 511-10 1-4-0 2-9-1 7-4-1 t-7-12
Plate Offsets(X,Y)-- [7:0-5-8,0-2-41,(8:0-6-12,0-1-81,f11:0-2-14,Edge]
LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.26 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(rL) -0.66 10-11 >502 180
BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.07 21 n1a n/a
BCDL - 10.0 Code FBC2014lrP12007 Matrix-AS Weight:236lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
7-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-11,6-10,7-9
WEBS 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing
1-18:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x8 SP No.2 Installation guide.
REACTIONS. (lb/size) 18=1025/0-7-10,21=984/0-6-2
Max Harz 18=88(LC 12)
Max Uplift 18=232(LC 12),21=-259(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 18-19—988/468,1-19=-964/474,1-2=-1315/588,2-3=-2111/895,3-4—1416/620,
4-5=1089/587,5-6=-1004/540,6-7=-252/141
BOT CHORD 13-14=-716/1315,12-13=1036/2132,11-12=-747/1419,10-11=-457/898
WEBS 3-13=-420/266,3-12=1036/481,4-12=-623/1306,4-11=1466/870,5-11=505/916,
6-10=-903/489,7-10=-136/1111,9-20=-530/946,8-20=567/1010,1-14=-660/1519,
2-14=784/402,2-13=-372/964,7-9—1307/430
NOTES-
1)Unbalanced roof live loads have been considered for'this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 17-2-0,Exterior(2)
17-2-0 to 27-5-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60 '
3)Provide adequate drainage to prevent water ponding.
41 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
0.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)Bearing at joint(s)18,21 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 18 and 259 lb uplift
at joint 21.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and�/:"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. �■R
Design valid for use only with MITek®connectors.This design Is based ody 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 temporary and permanent bracing MiTek'
B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-69 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 l Otty Ply
T11495810
504155-PACE-JONES A05 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:38 2017 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-mOr5DaYhS39v?21yt7JaDg4gTpFc8RrmC4zKnTz1QoR
3-11 10
2-7-10 3-8-0 7-2-D 15-1-10 17-2-0 21-2-11 28-2-8
►+ 2-7-10 1-0-6 3-2-6 7-11-10 2-0-6 4-0-11 6-11-13
0-3-10
4x5= Scale=1:57.8
5 6x8
6.00 F12 4x5 i 6x8=
4 4x12=
21 22 5x10=
6 7
2x4 I Sx6=
1 3x6=
m
N
FFU
17 15 11 13 12 11 19 IT to
16 14 4x6/ 3x6= 5x12_— 10 9 8
3x6= 5x6 5r900 12 5x10 2x4 II 4x5=
3x6=
-7 '_19
$-11-1q 7-2-0 15-1-10 ;16-5-1q 21-2-11 28-2-8
2-7-10 1-4-0 3-2-6 7-11-10 1-4-0 4-9-1 6-11-13
Plate Offsets(X,Y)— 17:0-3-4,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.18 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.56 11-12 >596 180
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.18 19 n/a n/a
BCDL 10.0 Code FBC2014[FP12007 Matrix-AS Weight:210lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2*Except* WEBS 1 Row at midpt 3-11,4-10,6-8
1-16:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=1025/0-7-10,1 9=98910-6-2
Max Horz 16=108(LC 12)
Max Uplift 16=-231(LC 12),19=-257(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 16-17=-985/466,2-3=2760/1159,3-4=1470/626,4-5=1109/628,5-6—1005/516,
8-18=322/812,7-18=-322/812
BOT CHORD 15-17=-777/1490,13-15=-783/1490,12-13=-855/1541,11-12=-1333/2801,
10-11=-722/1516,9-10=420/901,8-9=-419/903
WEBS 3-12—560/344,3-11=-1613/748,4-11=-534/1380,4-10=-1651/889,5-10=481/856,
6-8=1084/499,2-17=-1718/760,2-12=-526/1414
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l6omph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=28ft eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 17-2-0,Exterior(2)
17-2-0 to 20-2-0,Interior(1)21-2-11 to 27-5-8 zone;cantilever 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.
`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.
6)Bearing at joint(s)16,19 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 lb uplift at joint 16 and 257 lb uplift
at joint 19.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIf-7473 rev.1 010 32 0 1 5 BEFORE USE. �R
Design valid for use only with MITek®connectors.This design Is based oNy upon parameters shown,and is for an Individual building component,not p`
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 oNy.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
fabilcafIon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. - Tampa,FL 33610
i
Job Truss Truss Type Q;/ Ply
T11495811
504155-PACE-JONES A06 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:39 2017 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-EbPTQwZJDMHmcCc8RrgpludH5DeGtohvQkitKvzl QoQ
2-7-10 2- -0 5-2-0 10-8-4 16-2-8 18-1-8 23-2-11 28-2-8
2-7-10 0- -6 2-6-0 5-6-4 5-6-4 1-11-0 5-1-3 4-11-13
h
Scale=1:55.0
5x6=
5x6=
G{ 5 6
6x8=
6.00 12
6x8=
23 24
4x5= 5x12=
5x6 i 7 8
4
r
a,
2x4 11 5x6—
r
1 3x8=
El
t()
O
19 1 1 15 14 13 21 Io to
18 16 4x6�i 6x8-- 12 11 25 26 10 9 1
3x6= 5x6 5� 5x12 5x8
3x8=
9.00 12 4x8= 2x4 I
2-7-10 3-11-10 5-2-0 15-1-10 16-5-10 23-2-11 28-2-8
2-7-10 1-4-0 1-2-6 9-11-10 1-4-0 6-9-1 4-11-13
Plate Offsets(X,Y)-- f3:0-3-0,0-3-41,f5:0-3-0,0-2-01,f6:0-3-0,0-2-01,f8:0-1-12,0-3-01,111:0-1-11,0-0-91,[12:0-0-9,0-1-111
LOADING (psi) 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) -0.37 13-14 >910 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.10 13-14 >304 180
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.24 21 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:204lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied.
13-19:2x4 SP M 31 WEBS 1 Row at midpt 6-10
WEBS 2x4 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing
1-18:2x6 SP No.2 be Installed during truss erection,in accordance with Stabilizer
OTHERS 2x8 SP No.2 Installation guide.
REACTIONS. (lb/size) 18=1026/0-7-10,21=990/0-6-2
Max Horz 18=108(LC 12)
Max Uplift 18—235(LC 12),21=-253(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 18-19=-989/457,2-3=-4013/1650,3-4=4880/2077,4-5=-1429/685,5-6=-932/555,
6-7=-991/512,7-8=-813/371
BOT CHORD 17-19=1056/2169,15-17=1066/2172,14-15=-1182/2269,13-14=-955/1839,
12-13=-565/1253,11-12=438/946,10-11=414/879
WEBS 3-14—2276/1043,4-14=-1216/3021,4-13=-810/513,5-13=-616/1444,5-12=-962/485,
6-11=-121/370,7-10—666/433,8-10=-493/1087,2-19=2404/1014,2-14=-685/1887
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.0psf;h=15ft;B=45fh L=28ft;eave=4ft Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 16-2-8,Exterior(2)
16-2-8 to 18-1-8,Interjor(1)21-1-8 to 23-2-11 zone;cantilever 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.
51-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)Bearing at joint(s)18,21 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 18 and 253 lb uplift
at joint 21.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/2"gypsum
sheetrock be applied directly to the bottom chord.
®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 MITek®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 applicablliry of design parameters and properly Incorporate this design Into the overall v
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. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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,AlexanddcL VA 22314. Tampa,FL 33610
i
Job Truss Truss Type if Q;y Ply
T11495812
504155-PACE-JONES A07 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:40 2017 Page 1
I D:PAjACIxOXccyA2Nu7m EhtKyhsj?-i nzreGax_g PdEMBL?YL2159a1 dyucLo3fOSRsLz1 QoP
3-2-0 8-8-4 14-2-8 20-1-8 25-2-11 28-2-8
n
3-2-0 5-6-4 5-6-4 5-11-0 5-1-3 2-17-131
Scale=1:51.6
4x5=
4x8=
4 17 18 5
6.00 F12 &B=
16 19
3x4 64x5= 5x10=
7
3
a
ro
5x6= 4x5= "2
N
aI 1 4
1 15o
IT
13 12 11 10 20 9 8
3x6 11 5x6= 4x5= 5x8= 3x4= &B=
3-2-0 8-8-4 14-2-8 20-1-8 28-2-8
3 2-0 5-6-4 5-6-4 5-11-0 8-1-0
Plate Offsets(X,Y)-- f5:0-5-4,0-2-0),f7:0-3-4,0-3-01,(10:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 11-12 >999 240 MT20 244/190.
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(fL) -0.32 11-12 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.06 15 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:177lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2`Except' MiTek recommends that Stabilizers and required cross bracing
1-13:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x8 SP No.2
Installation guide.
REACTIONS. (lb/size) 13=1025/0-7-10,15=989/0-6-2
Max Horz 13=108(LC 12)
Max Uplift 13=-239(LC 12),15=-249(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-13=-943/427,1-2=-2553/1076,2-3=-1923/824,3-4=-1314/649,4-5=-1113/648,
5-6=-10851535,8-14=448/939,7-14=448/939
BOT CHORD 11-12=-1273/2677,10-11=-840/1688,9-10=-411/919,8-9=326/640
WEBS 1-12=-1054/2520,2-12=-834/440,2-11=1003/477,3-11=-35/386,3-10=-699/371,
4-10=51/332,5-10=180/360,6-9=121/379,6-8=-995/553
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-0,Interior(1)3-2-0 to 14-2-8,Exterior(2)14-2-8
to 23-1-8,Interior(1)23-1-8 to 25-2-11 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
j Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Bearing at joint(s)15 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 Ito uplift at joint 13 and 249 lb uplift
at joint 15.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTek®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 Inv
building design. Bracing Indicated Is 10 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 possMe personal injury and property damage. For general guidance regarding the
fabrication,storage,dellvery,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.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type OT}y Ply
T11495813
504155-PACE-JONES B01 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:41 2017 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-AzXDrcaal_XUsVIXZGsHgJil21 FALliCu2B_Ooz1QoO
8- 6-10-0 13-0-0 17-2-0 21-5-0 25-7-15 30-2-8
n
B- 6-2-0 6-2-0 4-2-0 4-3-0 4-3-0 4-6-9
Scale=1:56.2
4x5=
� 6.00 12 5
5x6= 2x4 II 4x5 1B 3x4
2x4 11 2 3 17 6
16 6x8=
4x5= 5x14=
7 8
m
N
tD
07
O
v
15 Io
1319 20 12 21 22 11 23 24 10 9 1
6x6= 4xB= 5x8= 4xB= 2x4 II
6-10-0 13-0-0 17-2-0 25-7-15 30-2-8
6-10-0 6-2-0 4-2-0 8-5-15 4-6-9
Plate Offsets(X,Y)-- f2:0-3-0,0-2-0),f8:0-3-12,0-3-0),(11:0-4-0,0-3-0)
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.24 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(fL) -0.61 11-12 >588 180
BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.05 15 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:210lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-12
OTHERS 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1103/0-7-10,15=1067/0-6-2
Max Horz 13=87(LC 11)
Max Uplift 13=-278(LC 12),15=-247(LC 12)
Max Grav 13=1115(LC 18),15=1067(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1037/485,3-4=-1037/485,4-5=-1253/606,5-6=-1238/601,6-7=-1305/564,
7-8=-1097/438
BOT CHORD 11-1 2=-589/1376,10-11=487/1162
WEBS 2-12=-564/1291,3-12=-376/300,4-12=474/270,4-11=-562/354,5-11=-337/896,
7-10=-750/400,8-10=-516/1337,2-13=-1088/635
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=151t;B=45ft;L=301t eave=4ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-4,Interior(1)3-8-4 to 17-2-0,Exterior(2)17-2-0
to 20-2-4,Interior(1)25-7-15 to 29-5-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
.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.Opst.
6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 lb uplift at joint 13 and 247 lb uplift
at joint 15.
8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and Y2°gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-verity design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11471-7473 rev.1 010 3/2 0 1 5 BEFORE USE.
Design valid for use only with MRek®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 �-�.YY
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. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type i Qtty Ply
T11495814
504155-PACE-JONES B02 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:42 2017 Page 1
I D:PAjACixOXccyA2Nu7mEhtKyhsj?-fA5b3ybCW HfLTfKj6zNW NW FwKRik4CDL6ixYwEz1 QoN
5-6-0 11-0-0 17-2-0 22-5-0 27-7-15 30-2-8
5-6-0 5-6-0 6-2-0 5-3-0 5-3-0
Scale=1:55.8
4x5=
6.00 F,2
4
17 18
=
3x6= 2x4 I 4x8 3x45
1 2
16 6x8=
45= 5x10=
6 7
N
N
m
0
15 10
13 12 11 10 9 8 j
3x6 I 4x8= 2x4 I I 5x8= 3x4= 4x6=
5-6-0 11-0-0 17-2-0 22-5 0 27-7-15 30-2-8
5-6-0 5-6-0 6-2-0 5-3-0 5-3-0
Plate Offsets(X,Y)-- j3:0-5-4,0-2-41,j7:0-3-4,0-3-01,(10:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.07 11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.21 10-11 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.06 15 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:197lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 13=1103/Mechanical,15=1067/0-6-2
Max Harz 13=109(LC 11)
Max Uplift 13=277(LC 12),15=248(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-13=-1050/540,1-2=1030/471,2-3—1030/471,3-4=-1227/609,4-5=-1220/616,
5-6=-1396/591,8-14=-435/1035,7-14=-435/1035
BOT CHORD 11-12=633/1590,10-11—634/1586,9-10=-465/1200,8-9=379/863
WEBS 1-12=-625/1369,2-12=-319/258,3-12=-749/337,3-10=-705/346,4-10=275/723,
5-10=306/174,6-9=101/379,6-8=-1153/558
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=30fh eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-0,Interior(1)3-2-0 to 17-2-0,Exterior(2)17-2-0
to 20-2-4,Interior(1)27-7-15 to 29-5-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
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.
63 Refer to girder(s)for truss to truss connections.
7�Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 lb uplift at joint 13 and 248 lb uplift
at joint 15.
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE.
Design valid for use oNy with MITeke connectors.This design is based only upon parameters shown,and is for on individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qlty Ply
T11495815
504155-PACE-JONES 803 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:43 2017 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-7Mf_GlcgHbnC5pvwghulwkn?TgzRpeeVLMg5Tgz1QoM
4-6-0 9-0-0 13-1-0 17-2-0 23-0-0 7- -1 30-4.0
4-6-0 4-6-0 4-1-0 4-1-0 5-10-0 4-11-8 { 2 4 8�
h
4X6= Scale=1:66.6
6.00 12 4
17 18
3X4
2x4 II
5x6= 5
1 3x4If
=
9.
3x4 11
16
6x6
s M
0
4
m1
a
m N
10 m
14 13 12 11 m o
7 0
6x6= 3x4= 5x8= 4x5= 8 2x4 1l N
2x4 II 15
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 2X4=
3x4 =
LOADS IMPOSED BY SUPPORTS (BEARINGS).
9-0-0 17-2-0 23-0-0 27-11-8 30-4-0
9-0-0 8-2-0 5-10-0 4-11-8 2-4-8
Plate Offsets(X,Y)-- f12:0-4-0,0-3-0j,j15:0-1-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.14 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.38 13-14 >952 180
BCLL 0.0 Rep Stress incr YES WB 0.82 Horz(TL) 0.15 15 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:183 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-12
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 14=1112/Mechanical,15=1112/Mechanical
Max Horz 14=140(LC 11)
Max Uplift 14=-277(LC 12),15=-261(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1838/799,3-4=1 2871619,4-5=-1262/641,5-6=-1486/620,7-15=-1112/445,
7-9=-1070/460,6-9=-1025/476
BOT CHORD 13-14=398/1059,12-13=-708/1858,11-12=-462/1253,9-10=-100/313
WEBS 2-14=-1376/672,2-13=398/1045,3-13_515/363,3-12=-878/416,4-12=-240/684,
5-12=329/198,6-11=-382/1053
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-2,Interior(1)3-2-2 to 17-2-0,Extedor(2)17-2-0
to 20-2-6 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60
;,plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 lb uplift at joint 14 and 261 lb uplift
at joint 15.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII--7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITek®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 Fit
building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additfoml temporary and permanent bracing MiTek'
B always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Instifufe,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type QW Ply
T11495816
504155-PACE-JONES B04 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:44 2017 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-bYDM UedS2vv3jzU 6EOQ_SxKCJ EHGY57eaOQe?7zl QoL
7-0-0 12-1-0 17-2-0 21.7-4 26-0-0 30-4-0
7-0-0 5-1-0 5-1-0 4-5-4 4-4-12 4-4-0
4x5= Scale=1:59.8
= 4
6.00 12
3x4 19 20 3x4
5
3
3x4
3x8= 5x6=
6
1 3x4 11
3x4
18 7
ro
F.
0
m
m cb
16 15 21 2214 13 1 — coo N
3x6 11 5x8= 3xB MT20HS= 3x8= 10 g B — N
11 —
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 11
4x8= 17
LOADS IMPOSED BY SUPPORTS (BEARINGS).
7-0-0 14-3-10 17-2-0 21-7-4 26-0-0 30-4-0
7-0-0 7-3-10 2-10-6 4-5-4 4-4-12 4-4-0
Plate Offsets(X Y)-- f12:0-5-12 0-4-Oj fl7:0-1-0 0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.29 13-15 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.77 13-15 >470 180 MT20HS 187/143
BCLL 0.0 Rep Stress incr YES WB 0.80 Horz(TL) 0.09 17 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:196lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.2 10-0-0 oc bracing:10-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=1114/Mechanical,17=1118/Mechanical
Max Harz 16=152(LC 11)
Max Uplift 16=-271(LC 12),17=-262(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-16=-1056/518,1-2—2076/855,2-3=-2453/1068,3-4=-1259/640,4-5=-1249/638,
5-6=-1437/663,6-7=1125/466,8-17=-1118/445,7-8=-1073/457
BOT CHORD 13-15=-583/1492,12-13=444/1245
WEBS 1-15=-884/2184,2-15=-1375/715,3-15=-363/967,3-13=635/388,4-13=-345/816,
6-9=-574/305,5-13=326/230,9-12=-364/859,6-12=-80/337,7-9=390/1045
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=1511;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-2,Interior(1)3-2-2 to 17-2-0,Exterior(2)17-2-0
to 20-2-6 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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.
8�`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 16 and 262 lb uplift
at joint 17.
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,In.building designer must verify the applicability of design parameters and property incorporate this design info 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. For general guidance regarding the
fatdcatiorL storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218*N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type Qry Ply
T11495817
504155-PACE-JONES B05 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:45 2017 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-31nkh_d4oC1 wK73lo5xD?9tQFeiKHauopg9CXzzl QoK
5-0-0 10-6-0 16-0-0 18-4-0 21-7-4 26-0-0 30-4-0
5-0-0 5-6-0 5-6-0 2-4-0 3-3-4 4-4-12 4-4-0
Scale=1:56.5
4x5—
5x6._
p 4 5
6.00 12 2x4 II
20 216
3x4
3
3x4
7
m
3x8=
4x5= 3x4 11 v
3x4-Z�- O
1
8
19
m
v
� N
17 16 15 14 22 23 3V bXb— r� o
3x6.11 9 q
4x6= Sx6= 3x8= 12 11 10 = N
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 2x4 II 4x8= 18
LOADS IMPOSED BY SUPPORTS(BEARINGS).
5-0-0 10-6-0 16-0-0 18-4-0 21-7-4 26-0-0 30-4-0
5-0-0 5-6-0 5-6-0 2-4-0 3-3-4 4-4-12 4-4-0
Plate Offsets(X,Y)-- (5:0-3-0,0-2-01,j13:0-2-4,0-2-121,(15:0-3-0,0-3-0),(18:0-1-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.12 15-16 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.30 15-16 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.11 18 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:205lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly.applied. Except:
WEBS 2x4 SP No.2 10-0-0 oc bracing:11-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=1 11 5/Mechanical,18=1121/Mechanical
Max Horz 17=150(LC11)
Max Uplift 17=-268(LC 12),18=-263(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-17=-1053/510,1-2=2356/1010,2-3=-1952/856,3-4=-1353/694,4-5_1149/679,
5-6=-1410/786,6-7=1409/671,7-8=-1128/484,9-18=-1121/461,8-9=-1076/473
BOT CHORD 15-16=-1024/2420,14-15—699/1686,13-14=-376/1088
WEBS 1-16=-1042/2450,2-16_839/458,2-15=-766/365,3-15=-70/421,3-14=-703/381,
4-14=-146/385,5-14=107/321,7-10=-550/298,8-10=-409/1049,5-13=-204/385,
10-13=-343/885,7-13=-71/333
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-2,Interior(1)3-2-2 to 16-0-0,Exterior(2)16-0-0
to 18-4-0,Interior(1)21-4-6 to 30-2-4 zone;cantilever 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.
1`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord'and any other members,with BCDL=10.0psf.
6)Refer to girders)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 268 lb uplift at joint 17 and 263 lb uplift
at joint 18.
8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and r/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE 114I1-7473 rev.10103/2015 BEFORE USE
Design valid for use only wifh MiTek®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
buildIs alwraayys regWred for stab4lily and design. Bracin d Is to to prevent nt collapse with possievent buckling of bvidual truss web andole ble personal injury andrproperty damage chord members on .
lFyor general guidance regarding the Went bracing MiTek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
i
Job Truss Truss Type r Qty Ply
T11495818
504155-PACE-JONES B06 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:46 2017 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-XxK6uKeiZW9nyHeVLpSSXMPao2_K01 pxl Kvl4?zl QoJ
3-0-0 8-6-0 14-0-0 20-4-0 21-7-4 26-0-0 30-4-0
3-0-0 5-6-0 5-6-0 6-4-0 1-3-4 4-4-12
Scale=1:55.2
45=
5x6=
V 4 21 22 5 2x4 II
6.00 12 6
20 23
3x4 i 3x4
3 7
3x4 11 m
3x4-
4x5
Sx6 8
v
= n
=
1
a
m a
6
18 17 16 15 14 24 25 — of o
3x6 II 3x4= 9 0
5x6= 4x5= 3x8= 12 11 10 2 _ N
= 19
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 2x4I 4x8
LOADS IMPOSED BY SUPPORTS (BEARINGS).
3-0 0 8-6-0 14-0-0 20-4-0 21-7-4 26-0-0 30-4-0
3-0-0 ' 5-6-0 5-6-0 6-4-0 1-3-4 4-4-12 4-4-0
Plate Offsets(X,Y)-- 15:0-3-0,0-2-01,113:0-2-12,0-2-81,(19:0-1-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 16-17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.40 13-14 >897 180
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.13 19 n1a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:194 lb' FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.2 10-0-0 oc bracing:11-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 18=1 1 15/Mechanical,1 9=1 12 1/Mechanical
Max Horz 18=-137(LC 10)
Max Uplift 18=-266(LC 12),19—265(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-1 8=-1 021/464,1-2=2942/1262,2-3—2186/963,3-4=-1558/766,4-5=-1336/757(
5-6=-1353/756,6-7=-1416/696,7-8—1129/504,9-19=-1121/478,8-9=-1076/490
BOT CHORD 17-18=141/280,16-17=-1367/3092,14-16=-856/1925,13-14=-452/1178
WEBS 1-17=-1229/2890,2-17—925/489,2-16=1182/556,3-16=-50/377,3-14=-711/388,
4-14=-86/418,5-14=112/317,7-1 0=-562/31 0,8-10—431/1052,10-13=352/977,
7-13=-69/347,5-13=-84/299
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VUlt=l6omph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=1511;B=45ft L=30fh eave=4ft Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-0-0,Interior(1)3-0-0 to 14-0-0,Exterior(2)14-0-0
;.to 23-4-6,Interior(1)23-4-6 to 30-2-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
'will fit between the bottom chord and any other members,with BCDL=10.0psL
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 lb uplift at joint 18 and 265 lb uplift
at joint 19.
8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE.
Design valid for use oNy with MiTek®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 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
fabricallon,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.AJexandda,VA 22314. Tampa,FL 33610
f
Job Truss Truss Type f Ofy Ply
T11495819
504155-PACE-JONES B07 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:47 2017 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-?7uU6ffKKgleaQDhvWzh4aykuSl?IX14G_e1cRz1 Qol
L1-6-8 , 6-9-4 12-0-0 17-2-0 22-4-0 27-9-11 30-4-0
' 1-6-8 ' 6-9-4 5-2-12 5-2-0 5-2-0 5-5-8 2-6-8
Scale=1:56.8
r 45=
3x4= 4x5=
4 20 21 5 22 6
6.00 F12 19 23 3x4 11
3x4 i 4x5= 2x4 II
3 7 8
m
4 q
co
r
C
18 C0
CO 2 v
01
13 12 2511 26 10 4 - is
3x6= 2x4 11 3x8= 3x8 MT20HS= 3x8= i4 1
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS(BEARINGS).
6-9-4 12-0-0 17-2-0 22-4-0 27-9-8 30-4-0
6-9-4 5-2-12 5--2 5-2-0 5-5-8 2-6-8
Plate Offsets(X,Y)-- f14:0-1-0,0-1-41
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 0.45 Vert(LL) -0.29 10-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.66 10-12 >549 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.12 14 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 2=1215/0-7-10,14=1106/Mechanical
Max Horz 2=164(LC 12)
Max Uplift 2=-343(LC 12),14=-273(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3-1959/852,3-4-1555l751,4-5=1338/739,5-6=-1110/621,6-7=-1297/610,
9-14=1106/508
BOT CHORD 2-13=-848/1697,12-13=-848/1697,10-12=-640/1345,9-10=-373/739
WEBS 3-12=-423/280,4-12-113/426,6-10=-33/338,7-1 0=-1 29/461,7-9=-1229/653,
5-10-436/259
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=16omph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-5-2,Interior(1)1-5-2 to 12-0-0,Extedor(2)12-0-0 to
25-4-6,Interjor(1)25-4-6 to 27-9-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
c will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 343 lb uplift at joint 2 and 273 lb uplift at
joint 14.
9)This truss design requires that a minimum of 7/1&'structural wood sheathing be applied directly to the top chord and rh"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify 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 MITek®connectors.Thls 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 trust web and/or chord members only.Additional Temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIM I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type i Qty Ply
T11495820
504155-PACE-JONES B08 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:48 2017 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-TJStJ?gz57QVCaotTEUwdnUuVrfwUzREVeOsBuz1 QoH
1.6-8 5-11-4 10-0-0 17-2-0 24-4-0 27-0=0 30-4-0
�1-6-8 5-11-4 4-0-12 7-2-0 7-2-0 2-8-0 3-4-0
Scale=1:56.8
t 4x8=
2x4 11 4x8=
4 20 21 22 5 23 6 3x4 II
4x5= 2x4 11
6.00 12 7
2x4�� 19 8
3 24
m
0
v
18
m 2
�1
0 9 0
13 12 11 10 _ y
3x4= 3x4 3x8 3x4=
3x6= 14
=
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
10-0-0 17-2-0 24-4-0 27-0-0 30-4-0
10-0-0 7-2-0 7-2-0 2-8-0 3-4-0
Plate Offsets(X Y)-- f2:0-1-12 0-1-8) (4:0-5-4 0-2-0) f6:0-5-4,0-2-01 f14:0-1-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 13-17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.45 13-17 >798 180
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.11 14 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:169 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1216/0-7-10,14=1105/Mechanical
Max Horz 2=178(LC 12)
Max Uplift 2=340(LC 12),14=-277(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1939/921,3-4=-1690/814,4-5=1673/869,5-6=1673/869,6-7=-1215/588,
9-14=-1105/524
BOT CHORD 2-13=-936/1673,11-13=-728/1476,10-11=494/1067,9-10=415/839
WEBS 3-13=271/253,4-13=-55/387,4-11=-133/353,5-11=-438/345,6-11=-385/781,
7-10=-155/429,7-9=-1262/635
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l6omph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft L=30ft;eave=4fh Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-5-2,Interior(1)1-5-2 to 10-0-0,Exterior(2)10-0-0 to
27-0-0,Interior(1)27-0-0 to 30-2-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6�Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 277 lb uplift at
joint 14.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll--7473 rev.1010312015 BEFORE USE. *�
Design valid for use only with MiTek®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 bracing 6V1iTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 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.Nexandria.VA 22314. Tampa,FL 33610
i
Job Truss Truss Type Q;y 1 Ply
T11495821
504155-PACE-JONES B09 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:49 2017 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-xW OFXLhbsRYLpkN31 x?99?15g F2eDM iNj 17PgKz1 QoG
1-6-8 6-3-6 9-0-0 14-5-5 19-10-11 25-4-0 28-0-0 30-4-0
1-6-8 6-3-6 2-8-10 5-5-5 5-5-5 5_
Scale 2-8-0 2-4-0
M Scale=1:56.8
45= 5x6= 4x5=
3x4=
4 20 21 5 22 6 23 7 3x4 II
4x5= 2x4 II
6.00 12 2x4\\ 8 9
3
4
m
m
19 M
m 2
0 1 of T
14 13 12 11 13 - I9
3x6= 3x8= 3x4— 3x8= 15 11
3x4=
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS(BEARINGS).
9-0-0 17-2-0 25-4-0 28-0-0 30-4-0
9-0-0 8-2-0 8-2-0 2-8-0 2-4-0
Plate Offsets(X,Y)-- 12:0-2-12,0-1-81,(6:0-3-0,0-3-01,115:0-1-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 14-18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.31 14-18 >999 180
BCLL 0.0 Rep Stress incr YES WB 0.72 Horz(TL) 0.13 15 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:166lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1216/0-7-10,15=1105/Mechanical
Max Horz 2=160(LC 12)
Max Uplift 2—343(LC 12),15=273(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1938/900,3-4=1742/846,4-5=-1541/800,5-6=-1790/876,6-7=-1040/546,
7-8=-1166/558,10-15=-1105/522
BOT CHORD 2-14=-886/1666,12-14=883/1827,11-12=795/1656,10-11=338/690
WEBS 4-14=-200/562,5-14=-453/220,6-12=38/311,6-11=-839/431,7-11=-51/317,
8-11=-211/532,8-10=1208/598
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5:0psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-5-2,Interior(1)1-5-2 to 9-0-0,Exterior(2)9-0-0 to
28-0-0,Interior(1)28-0-0 to 30-2-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
0.) 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.
G)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 343 lb uplift at joint 2 and 273 lb uplift at
joint 15.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z'gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/012015 BEFORE USE.
Design valid for use only with MITek®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 verffy the applicability of design parameters and properly incorporate this design Into the overall
bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracng Ml,Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria.VA 22314. Tampa,FL 3361 o
i
Job Truss Truss Type t Qrty Ply
T11495822
504155-PACE-JONES B10 Hip Girder 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:51 2017 Page 1
I D:PAjACIxOXccyA2N u7mEhtKyhsj?-uu8?y 1 i r02o332W SBM2d EQ6Ko3]ChGtgBccW I Dzl QoE
1-6-8 13-8-12 20-7-4 30-4-0
1-6 8 13-8-12 6-10-8 9-8-12
Scale=1:56.4
Special _ NAILED NAILED NAILED
7x8— LED
NAILED NAILED MNAILED NAILED 3x4 NAILED
= NAILED NAILED NAI6X8 NAILED
6.00 12 3 18 19 20 421 22 23 24 5 25 26 27 6 5x6
28 3x4 11
7
m
0
m m
q
m 2 c N
r. - -
yf 1
o 13 29 30 31 12 32 11 33 34 1035 36 37 938 39 8 0v
NAILED NAILED 6x14MT20HS= NAILED NAILED NAILED 2
3x8= 2x4 I 5x8= 4x8= 4x6= 14
Special NAILED NAILED NAILED NAILED NAILED NAILED
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS (BEARINGS).
13-8-12 20-7-4 30-4-0
13-8-12 6-1 0-8 9-8-12
Plate Offsets(X,Y)-- f2:0-8-0,0-0-141,f3:0-6-4,0-3-01,f4:0-4-0,0-4-81,f6:0-4-0,0-1-151,f10:0-3-8,0-2-01,f14:0-1-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.45 12-13 >804 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.64 12-13 >568 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 14 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins,
1-3:2x4 SP M 31,6-7:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-10,3-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,In accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=2301/0-7-10,14=2425/Mechanical
Max Horz 2=120(LC 25)
Max Uplift 2=-1317(LC 8),14=-1354(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4348/2590,3-4=5423/3309,4-5=-5419/3306,5-6=-4745/2877,6-7=-2047/1194,
8-14=2425/1354,7-8—2346/1364
BOT CHORD 2-13=-2304/3808,12-13=-2291/3787,10-12—2824/4740,9-10=-1072/1854
WEBS 3-13=-314/667,6-9=-1038/657,7-9=1314/2265,6-10=-1980/3269,3-12=-1090/1904,
5-10=1167/742,4-12=-838/527,5-12=-485/765
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft L=30ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
- will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections.
8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1317 lb uplift at joint 2 and 1354 lb uplift
at joint 14.
9)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)206 lb down and 245 lb up at
7-0-0 on top chord,and 340 lb down and 337 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is
the responsibility of others.
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
®WARNING-Verity des/gn parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MilekO 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 1'
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of Irusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East BNd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type i O)y Ply
T11495822
504155-PACE-JONES B10 Hip Girder 1 1
Job Reference(optional)
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:51 2017 Page 2
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-uuB?y1 ir02o332W S8M2dEQ6Ko3lChGtgBccW I Dzl OoE
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-6=54,6-7=-54,8-15=20
tioncentrated Loads(lb)
Vert:3=-1 59(B)6=-108(B)13—340(B)18=-108(B)19=108(B)20=-108(B)22=-108(B)23=-108(B)24=-108(B)25—108(B)26=1108(B)27=-108(B)29=-64(B)
30=-64(B)31=-64(B)32=64(B)33=-64(B)34=-64(B)35=-64(B)36=-64(B)37=64(B)38=-64(B)39—180(B)
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. �■��
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not (i.��
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property darnage. for general guidance regarding the
fabrication,storage,delivery,erecflon and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type , Qty Ply T11495823
504155-PACE-JONES C01 Roof Special 1 1
Job Reference o tionai
Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:52 2017 Page 1
ID:PAjACIMxOXccyA2Nu7mEhtKyhsj?-M5iN9NjT9MwwgC5ei3ZsndfaGTO?QnkgQGM3Hfz1 QoD
1-6-8 6-4-8 12-2-8 17-2-0 22-1-8 26-2-15 30-4-5 34-2-8
1-6-8 6-4-8 5-10-0 4-11-8 4-11-8 4-1-7 4-1-7 3-10-3
Scale=1:63.1
i
4x5=
3x4= 4x5=
4 22 23 5 24 6.
6.00 F12 25 4x5
21
3x4 i 7
6x8=
3
Sx6= Sx14= r
8 9 co
20 19 0
y io
m 2 w 1"
01
14 13 27 28 12 11 10
3x6— 2x4 11 5x8= 5x8= 4x12= 3x4 11
6-4-8 12-2-8 22-1-8 30.4-5 34-2-8
6-4-8 5-10-0 9-11-0 8-2-13 3-10-3
Plate Offsets(X,Y)-- f9:0-3-12,0-3-01,f12:0-4-0,0-3-01,f13:0-3-8,0-3-01
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.30 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.69 12-13 >589 180
BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.10 19 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:190lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2*Except` MiTek recommends that Stabilizers and required cross bracing
9-10:2x4 SP M 31 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x8 SP No.2 Installation guide.
REACTIONS. (lb/size) 2=1386/0-7-10,19=1751/0-6-2
Max Harz 2=152(LC 32)
Max Uplift 2=411(LC 12),19=688(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2356/1078,3-4=-1929/959,4-5=-1665/936,5-6_1715/966,6-7=-1959/1011,
7-8=2843/1493,8-9=-2390/1220
BOT CHORD 2-14=-1001/2041,13-14=-1001/2041,12-13=836/1800,11-12=-1018/2036,
10-11=-287/541
WEBS 3-13=-443/296,4-13=-193/556,5-13=-338/193,5-12—251/205,6-12=-249/621,
7-12=-461/380,7-11=403/678,8-11=-1677/1024,9-1 1=-1 13412248
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=34ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-9-12,Interior(1)1-9-12 to 12-2-8,Extedor(2)12-2-8
to 25-6-9,Interior(1)25-6-9 to 30-4-5 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
' will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Bearing at joint(s)19 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 411 lb uplift at joint 2 and 688 lb uplift at
joint 19.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
9) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)212 lb down and 290 lb up at
30-4-5,and 468 lb down and 295 lb up at 32-6-15 on top chord. The design/selection of such connection device(s)is the
responsibility of others.
LOAD CASE(S) Standard
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.1 0/0 312 0 15 BEFORE USE R
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not q`
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall
Wilding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component .6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 31 Z Alexandria.VA 22314. Tampa,FL 33610