HomeMy WebLinkAboutTruss Drawings PFI�m�Z X03- vo
Lumber design values are in accordance with ANSl1TPI 1 section 6.3
These truss designs rely on lumber values established by others.
4 Fale Copy
MiTek®
F RE: J33080-Glancy Residence MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Glancy Residence Project Name: Blue Diamond 4/2/2 Model: 4/2/ ampa, FL 33610-4115
Lot/Block: Subdivision:
Address: Spring Hill Drive
City: Port St. Lucie State: Florida
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 [All HeighH Wind Speed: 160 mph
Roof Load: 47.0 psf Floor Load: N/A psf
This package includes 73 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
INo. Seal# (Truss Name I Date No. I Seal# ITruss Name I Date
11 1 T10394910 IA01G 2/8/17 118 T10394927 -CJ3E 2/8/17
12 I T10394911 I A02 12/8/17 119 I T10394928 1-CJ3F 12/8/17 I
13 IT10394912IA03 12/8/17 120 IT103949291-CJ3G 12/8/17 I
14 IT10394913 I A04 12/8/17 121 IT103949301-CJ5 12/8/17
15 I T10394914 I B01 G 12/8/17 122 I T10394931 I-CJ5C 12/8/17 1
16 I T10394915 I B02 12/8/17 123 I T10394932 1-CJ5E 12/8/17 I
17 I T10394916 I B03 12/8/17 124 1 T10394933 1 D01 G 12/8/17 1
18 I T10394917 I B04G 12/8/17 125 1 T10394934 1 D02 12/8/17 1
19 I T10394918 I C01 G 12/8/17 126 1 T10394935 1 D03 12/8/17 1
110 I T10394919 I CO2G 12/8/17 127 1 T10394936 1 D04 12/8/17 1
Ill IT10394920 I-CA 12/8/17 128 1T10394937 1 D05 12/8/17 1
112 IT10394921 I-CAC 12/8/17 129 1 T1 0394938 1 D06 12/8/17 1
113 I T10394922 I-CJ 1 D 12/8/17 130 1 T10394939 1 D07 12/8/17 I
114 I T10394923 1-CJ1 F 12/8/17 131 I T10394940 I D08 12/8/17 1
115 I T10394924 I-CJ3 12/8/17 132 1 T10394941 1 D09 12/8/17 1
116 IT10394925I-CJ3C 12/8/17 133 1 T10394942 I D10 12/8/17 I
117 I T10394926 I-CJ3D 12/8/17 134 1 T10394943 11311 12/8/17
t>I tt�l
The truss drawing(s)referenced above have been prepared by MiTek �V 0' rAft.
USA,Inc.under my direct supervision based on the parameters
provided by East Coast Truss. ,�� 1`; �C E N
Truss Design Engineer's Name: ORegan, Philip 81126
My license renewal date for the,state of Florida is February 28,2019.
IMPORTANT NOTE:The seal on these truss Component designs is a certification �'�•+
that the engineer named is licensed in the jurisdiction(s)identified and that the 3� :_ STATE OF
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
given to MiTek. Any project specific information included is for MiTek's customersi
file reference purpose only,and was not taken into account in the preparation of yp;�lQUAIL�`*��;'
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use,the building designer PhlipJ507pilan PEM.56126
should verify applicability of design parameters and properly incorporate these designs MiTek t.18A,Inc:FL Cert 6534
into the overall building design perANS11TPI 1,Chapter 2. 6904ftke,128tBIvd.Taet01:FL33610
Date:
February 8,2017
ORegan,Philip 1 of 2
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RE: J33080- Glancy Residence
Site Information:
Customer Info: Glancy Residence Project Name: Blue Diamond 4/2/2 Model: 4/2/2
Lot/Block: Subdivision:
Address: Spring Hill Drive
City: Port St. Lucie State: Florida
No. Seal# JTruss Name I Date
35 IT10394944 ID12 2/8/17
136 IT10394945 I D13 12/8/17
137 IT10394946 I D14G 12/8/17
138 IT10394947 1 E01G 12/8/17
139 IT10394948 I E02 12/8/17
140 IT10394949 I E03 12/8/17 I
141 IT10394950 I E04 12/8/17
142 IT10394951 1 E05 12/8/17
143 IT10394952 1 E06 12/8/17
144 IT10394953 I E07 12/8/17
145 I T10394954 I-EJ3 12/8/17 I
146 IT103949551-EJ5D 12/8/17 I
147 IT10394956I-EJ5F 12/8/17 1
148 IT10394957 I-EJ7 12/8/17 I
149 IT10394958 I-EJ7E 12/8/17 I
150 IT10394959 I-ERE1 12/8/17 I
151 IT10394960 I F01G 12/8/17
152 IT10394961 I F02 12/8/17 1
153 IT10394962 I-HJ4B 12/8/17 I
154 IT10394963 I-HJ5F 12/8/17
155 IT10394964 I-HJ7 12/8/17
156 IT10394965 1-HJ7C 12/8/17 1
157 IT10394966 I-HJ7E 12/8/17 1
158 IT10394967 I-HJ54D 12/8/17 I
159 IT10394968 I MG01 12/8/17 I
160 IT10394969 I MHV10 12/8/17 I
161 IT10394970 I MHV12 12/8/17
162 IT10394971 I MV2 12/8/17
163 IT10394972 I MV3 12/8/17
164 IT10394973 I MV4 12/8/17
165 IT10394974 1 MV6 12/8/17 1
i 166 IT10394975 I MV8 12/8/17 1
167 IT10394976 I SV9 12/8/17 I
168 IT10394977 I SV9A 12/8/17 1
169 IT10394978 I SV9B 12/8/17 I
170 IT10394979 I V3 12/8/17 1
171 IT10394980 I V5 12/8/17 1
172 I T10394981 I V7 12/8/17
173 IT10394982 I V11 12/8/17 1
2 of 2
Job Truss Truss Type Qty Ply Glancy Residence
710394910
J33080 A01G Hip Girder 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:32 2017 Page 1
ID:?uot7U416uFBHcJQ75VV Wlypasr-tPRHC?VkZJPuFbo3JW?ghIjH58w44?nkbi8g_aznC9n
-20-0 3-9-4 7-0-0 10-8-0 14-4-0 17 6-12 21-40__ 23-4-0
2-0-0 3-9-0 3-2-12 3-8-0 3-8-0 3-2-12 3-9-4
Scale=1:44.8
4x8=
}; 1x4 II 4x8 =
-� 3 24 25 264 27 28 5
6.00 12
cn
0
"' 1x4 11 A
1x4 If
2 6 1x4 II
1x4 II 1\ 1x4 II
1
0 1 11 29 3010 9 8 7 `o
3x6 = 1x4 II 3x8= 44= 1x4 II 3x6 —
3-9-4 7-M 10-8-0 14A-0 17-0-12 21-4-0
3-9-4 3-2-12 3-8-0 3-8-0 3-2-12 3-9-4
Plate Offsets(X.Y)— [3:0-5-4,0-2-01.[5:0-5-4.0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) -0.15 10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.85 Vert(TL) -0.29 10-11 >888 180
BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:109 lb FT=O%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins.
3-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing.
BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x4 SP No.2`Except' Installation guide.
14-15,16-17:2x4 SP No.3
REACTIONS. (Ib/size) 2=2010/0-8-0,6=2001/0-8-0
Max Horz 2=-113(LC 23)
Max Uplift 2=-426(LC 8),6=-425(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=3384/592,34=3345/651,4-5=-3345/651,5-6=-3360/590
BOT CHORD 2-11=-387/2914,10-11=-385/2935,8-10=-383/2913,6-8=-385/2892
WEBS 3-11=0/558,3-10=-145/680,4-10=-642/262,5-10=-155/711,5-8=0/539
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=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)
2=426,6=425.
' 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)176 Ib down and 115 Ib up at
7-0-0,148 Ib down and 110 Ib up at 9-0-12,148 Ib down and 110 Ib up at 10-3-4,and 148 Ib down and 110 Ib up at 12-3-4,and
176 Ib down and 115 Ib up at 14-4-0 on top chord,and 391 Ib down and 51 Ib up at 7-0-0,80 Ib down at 9-0-12,80 Ib down at-
10-3-4,and 80 Ib down at 12-3-4,and 391 Ib down and 51 Ib up at 14-3-4 on bottom chord. The design/selection of such
connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33
Uniform Loads(plf)
Vert:1-3=74,3-5=-74,5-7=-74.18-21=-20
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 propedy 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,see ANSIITPII 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 36610
�^Job Truss Truss TypeQty Ply Glancy Residence
710394910
J33080 A01G Hip Girder 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:33 2017 Page 2
I D:?uot7U416uFBHcJQ75VV Wlypasr-Lb?gPLWMKdXltINGIEWVD WGSrYGJpS 1 upMtEWOznC9m
LOAD CASE(S) Standard
S Concentrated Loads(lb)
1 Vert:3=-148(F)5=-148(F)9=-62(F)11=-391(F)8=-391(F)25=-148(F)26=-148(F)27=-148(F)29=62(F)30=-62(F)
AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7I1.7473 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
atruss 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 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,see ANSIITPI1 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 36610
I
Jab Truss Truss Type Qty Ply Glancy Residence
710394911
J33080 A02 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:33 2017 Page 1
I D:?uot7U416uFBHcJQ75V VVJlypasr-Lb?gPLWMKdXIIINGIEWvDWGaTYJApSxupMtEWOznC9m
211 4-949-0-0 12-4-0 16-6-12 214-0 23-4-0
2-0-0 4-94 4-2-12 34-0 4-2-12 4-94 2-0-0
Scale=1:45.8
6.00 12 4x4= 4x4 =
_f 5 6
3x4 i
3x4 1x4 i
tx4 4 7
3 8 M
0
4
1x4 II
1x4 II
2 g 1x4 II
_ 1x4 II
1x4 IIa
d' N N 1 10
1 d Li
13 12 11 d
3x4 = 3x4= 3x4= 3x —
3x4 =
9-0-012-4-0 21-4-0 ,
9-M 3-4-0 9-M
Plate Offsets(X.Y)— 12:0-1-8 Edoel.19:0-1-8,Edae1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.15 11-25 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.66 Vert(TL) -0.32 13-22 >793 180
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2014rTP12007 Matrix-AS Weight:108 Ib FT=0%
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.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2"Except' be installed during truss erection,in accordance with Stabilizer
16-17,18-19:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 2=1151/0-8-0,9=1151/0-8-0
Max Horz 2=-138(LC 6)
Max Uplift 2=-264(LC 8),9=-264(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1650/343,3-5=1304/261,5-6=1106/265,6-8=-1304/261,8-9=-1650/343
BOT CHORD 2-13=-194/1416,11-13=-46/1106,9-11=-194/1416
WEBS 3-13=-396/167,5-13=-8/288,6-11=-8/286,8-11=-396/167
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=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)The solid section of the plate is required to be placed over the splice line at joint(s)12.
5)Plate(s)at joint(s)4,5,6,7,2,13,3,11,8,1,10,16,17,18,19 and 9 checked for a plus or minus 0 degree rotation about its center.
a 6)Plate(s)at joint(s)12 checked for a plus or minus 5 degree rotation about its center.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)
z
2=264,9=264.
10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and I/T gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-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 i•�`
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,see ANSIrTPl1 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,Alexandra,VA 22314. Tampa,FL 36610
u �
Job Truss Truss Type Qty [lyIGlancy Residence710394912
J33080 A03 Common 5
Job Reference 6o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industlies,Inc. Wed Feb 08 12:29:34 2017 Page 1
ID?uot7U416uFBHcJQ75VVWIypasr-pnY2dgW 5xfcUvySRx18mjplDyjtYwL12Odn3SznC91
-2-0-0 5-7-4 10-8-0 15-8-12 21�-04 23-4-0
2-0-0 5-7-4 5-0-12 5-0-12 5-7 2-0-0
Scale=1:44.3
44 =
6.00 12
-,I
5
3x4 i
3x4
6
1 x4 \\ 4 1 x4
3 7
1x4 II
1x4 II
2 8 1x4 II
1x4 II 1x4 II
0 'o
1
0 1 1 12 11 10 e e 9 0
4= 3x4= 3x4= 3x4
7-3-8 14-0-8 214-0
7-3-8 6-9-0 7-3-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.08 10-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.44 Vert(TL) -0.18 10-12 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:109 Ib FT=0%
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.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2'Except' be installed during truss erection,in accordance with Stabilizer
15-16,17-18:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 2=1151/0-8-0,8=1151/0-8-0
Max Horz 2=-158(LC 6)
Max Uplift 2=-264(LC 8),8=-264(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1645/297,3-5=1446/299,5-7=1446/299,7-8=-1645/297
BOT CHORD 2-12=-146/1398,10-12=-18/950,8-10=-146/1398 -
WEBS 5-10=-71/519,7-10=-360!170,5-12=-71/519,3-12=-360/170
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=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=264,8=264.
7)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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711-7473 rev.1010312015 BEFORE USE.
Design valid for use only with 107ekO 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,see ANSIITPI1 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 36610
Job Truss Truss Type Qty Ply Glancy Residence
710394913
J33080 A04 Common 2 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:35 2017 Page 1
I D:?uot7U416uFBHcJQ75VV Wlypasr-Hz6QgOXcrEnT63Xe?fYNJxLwzL33HN WAHgMKbvznC9k
-211 , 5-7-4 10-8-0 15-8-12 , __ 21-4-0
2-0-0 5-7-4 5-0-12 5-0-12 5-74
+ Scale=1:40.3
4x4 =
6.00F1_2
% 5
3x4 i
3x4
4 6
1x4 \\ 1x4
3 7
as
N
1X4 11
1x4 II
2 8
ro
1x4 II 14
o
1 r e 11 10 9 r e
3x4 = 3x4 = 3x4=
= 3x4 =
7-3-8 14-M 21-4-0
7-3-8 6-9-0 7-3-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.08 9-11 ->999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.44 Vert(TL) -0.17 9-11 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:102 Ib FT=0%
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.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2*Except* be installed during truss erection,in accordance with Stabilizer
13-14:2x4 SP No.3 Installation quide. .
REACTIONS. (Ib/size) 2=1153/0-8-0,8=1000/0-8-0
Max Horz 2=153(LC 7)
Max Uplift 2=-266(LC 8),8=-168(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1650/300,3-5=1451/302,5-7=-1459/308,7-8=-1659/306
BOT CHORD 2-11=-204/1402,9-11=76/955,8-9=212/1413
WEBS 5-9=80/531,7-9=-368/175,5-11=-70/519,3-11=-361/170
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=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=266,8=168.
7)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 REFERENCE 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
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*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,see ANSVTP11 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 36610
Job Truss Truss Type Qty Ply Glancy Residence
• T10394914
J33080 B01 G Roof Special Girder 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 6.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:36 2017 Page 1
ID?uot7U416uFBHcJQ75VVWlypasr-1Ago1MYEcYvKkD6rYM4cr8uwwllSOebKWK6u7LznC9j
2-0-0 5-7-2 10-8-0 17-0-0 22-4-0 26-8-0 28-8-0
!� 2-0-0 5-7-2 5-0-14 6A 5-4-0 4�-0 2-0-0
Scale=1:57.6
6.00 12 44 =
5
3x4 i
3x4 i 4
3 46= 4x8 =
16E] 28 7
1x4 II e!
N 1X4 II 1XII
1x4 II 2 e",4
1x4 d Icb
1 0
13 12 29
15 14 11 3x12= 10 0
3x4=
1x4 II 5x6 WB 3x12= 3x4 = 3x6 —
3x8 J 5x6 WB= HUS26
NAILED
5-7-210-8-0 17-0-0 22-4-0 26-8-0__
5-7-2 5-0-14 6-4-0 5-4-0 4-4-0
Plate Offsets(X,Y)— [7:0-5-4.0-2-01,[11:0-3-4.0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) -0.31 11-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.82 Vert(TL) -0.57 11-14 >560 180
BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:149 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1'Except TOP CHORD Structural wood sheathing directly applied.
4-5,1-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing.
BOT CHORD 2x4 SP No.1`Except WEBS 1 Row at midpt 6-14
10-11:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x4 SP No.3`Except Installation guide.
1-16,9-17:2x4 SP No.2
REACTIONS. (Ib/size) 2=1578/0-8-0,8=2149/0-8-0
Max Horz 2=162(LC 24)
Max Uplift 2=-352(LC 8),8=-508(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2532/456,3-5=-2103/436,5-6=-2121/424,6-7=-4652/924,7-8=-3809/786
BOT CHORD 2-15=-287/2183,14-15=-287/2183,11-14=-798/4674,10-11=-599/3382,8-10=-589/3326
WEBS 6-11=-442/269,7-11=-351/1382,7-10=-172/875,5-14=-215/1370,3-14=-488/141,
6-14=-3038/657
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=6.Opsf;h=15ft;B=45ft;L=27ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
• 3)Provide adequate drainage to prevent water ponding.
i 4)The solid section of the plate is required to be placed over the splice line at joint(s)13,12.
5)Plate(s)at joint(s)4,5,6,7,9,2,11,11,10,1,14,3,15,8,18,19,20 and 21 checked for a plus or minus 0 degree rotation about its
center.
6)Plate(s)at joint(s)13 and 12 checked for a plus or minus 3 degree rotation about its center.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=352,8=508.
10)Use Simpson Strong-Tie HUS26(14-1 Old Girder,4-1 Old Truss,Single Ply Girder)or equivalent at 21-4-12 from the left end to
connect truss(es)to front face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
12)"NAILED"indicates 3-1 Od(0.148'x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines.
13)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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 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,see ANSIITPII 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 36610
A A
Job Truss Truss Type Qty Ply Glancy Residence
710394914
J33080 B01G Roof Special Girder 1 1
Jab Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:36 2017 Page 2
ID:?uot7U416uFBHcJQ75VWNypasr-IAgo1 MYEcYvKkD6rYM4cr8uwwllSOebKWK6u7LznC9j
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33
Uniform Loads(plf)
Vert:1-5=-74,5-6=-74,6-7=-74,7-9=-74,22-25=-20
Concentrated Loads(lb)
i Vert:10=-186(F)29=-738(F)
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE.
Design valid for use only with.MTek®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 M iTek'
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,see ANSIITPII 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 36610
Job Truss Truss Type Qty PlyGlancy Residence
733080 B02 Roof Special 1 1 710394915
Jab Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:37 2017 Page 1
I D:?uot7U416uFBHcJQ75V WNypasr-DMEAFiZtNst BLMgl63brOMRDs9ic19UTk_rRfnznC9i
-2-M5-7-4 10-8-0 15-0-0 20-4-0 26-8-0 28-8-0
2-0-0 5-7-4 5-0-12 4-4-0 5-4-0 64-0 2-0-0
Scale=1:56.5
6.00 12 4x4 =
5
3x4 i
4x8= 4x8 =
1x4\\ 4 6
3
b 1x4 II
1x4 II
1x4 II 2 8 1x4 II
x4 I I
d 1
14 13 12 11 10
1:" '
d d
3x4 = 3x4= 3x4 = 3x8 = 1x4 II 3x4 = 1x4 II
3x4=
i 7-9-4 15-0-0 204-0 26-8-0
7-9-4 7-2-12 "_0 6-4-0
Plate Offsets(X.Y)— 17:0-5-4.0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) -0.18 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.57 Vert(TL) -0.40 12-14 >801 180
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.08 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:138 Ib FT=0%
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.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2'Except' be installed during truss erection,in accordance with Stabilizer
17-18,19-20:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 2=1399/0-8-0,8=1404/0-8-0
Max Horz 2=162(LC 7)
Max Uplift 2=-305(LC 8),8=-308(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2170/388,3-5=-1933/370,5-6=-2880/573,6-7=-2449/451,7-8=-2116/352
BOT CHORD 2-14=-22711863,12-14=-98/1432,10-12=-179/1802,8-10=-182/1798
WEBS 3-14=-360/171,5-14=-45/488,5-12=-311/1700,6-12=-1586/378,7-12=-119/762
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=6.Opsf;h=15ft;B=45ft;L=27ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
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
r will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=ib)
2=305,8=308.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1W gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 verifythe 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
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 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 36610
+ Job Truss Truss Type Qty Ply Glancy Residence
710394916
J33080 B03 Roof Special 1 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:38 2017 Page 1
I D:?uot7U416uFBHcJQ75WWypasr-hYoZS2ZV8992zWFDgn64wZzP8Z1 rUfJdzeb?CEznCgh
-211 5-7-4 10-8-0 13-0-0 18-4-0 i 22-2-12 26-8-0 , 28-8-0
2-0-0 5-7-4 5-0-12 2-4-0 5-4-0 3-10-12 4-5-4 2-0-0
S Scale=1:56.5
u: 6.00 12 4x4=
5
3x4
4x4 = 4x8=
6
1x4 \\ 4 28
3 1x4
8
1x4 II
1x4 II
II
2 9 1x4 II 1x4 II
1x4
d 1 10 'o
0 15 14 13 12 11
3x4
3x4 = 3x4 = 3x4= 3x4 = 3x4 =
=
3x8= 1x4 II
6-9-4 13-0-0 i 18-0-0 i 26-8-0
6-9-4 6-2-12 5_4-0 8-4-0
Plate Offsets(X.Y)— 17:0-5-4,0-2-01.19:0-2-O,Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) -0.14 13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.63 Vert(TL) -0.30 13-15 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.08 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:147 Ib FT=0%
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.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP N0.2*Except* be installed during truss erection,in accordance with Stabilizer
18-19,20-21:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 2=1401/0-8-0,9=1402/0-8-0
Max Horz 2=-162(LC 6)
Max Uplift 2=-308(LC 8),9=-305(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2187/382,3-5=2039/410,5-6=2209/473,6-7=-1913/393,7-8=-1910/355,
8-9=2190/419
BOT CHORD 2-15=-222/1878,13-15=-100/1437,11-13=-142/1663,9-11=-263/1891
WEBS 3-15=-347/172,5-15=-91/548,5-13=228/1236,6-13=-1214/302,7-13=-56/322,
7-11=0/291,8-11=-276/135
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=6.Opsf;h=15ft;B=45ft;L=27ft;eave=4ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=308,9=305.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev.10/03/2015 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 a
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•
I,
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,see ANSIrfPl1 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 36610
Jab Truss Truss Type Qty Ply Glancy Residence
710394917
J33080 B04G Roof Special Girder 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:39 2017 Page 1
I D:?uot7U416uFBHcJQ75VV Vvlypasr-91MxgOa7vTHvbggPEUdJTnWSXzI KD?7 mCIKYkgznC9g
-2-041 5-7-2 5-7-4 1M1 12-3-5 17-7-5 21-10-6 26-8-0
2-0-0 5-7-2 0- -2 5-0-12 1-7-5 5-4-0 4-3-1 4-9-10
] Scale=1:52.4
6x8 M18SHS II
_ 6.00 12
5x8 M18SHS =
5 5x8 M18SHS
3x6 i 6 24
3x6 i 4
3x4
3 8
ab m m
N �
1x4 II R
1X4 II
9
1x4 II 2nn
j4 In
1 16 25 26 15 14 27 28 29 12 11 30 31 32 10 33 34 o b
4x10 II 5x16 = 6x8 M18SHS=13 HUS26 8X8 —HUS26 3x10 II 6x10 M18SHS
6x8 M18SHS i HUS26 HUS26
HTU210 12x16 = 4x6= 6x8 M18SHS= HUS26 HUS26
HUS26 HUS26 HUS26
4-5-7 ,5-7-2 -8-0 ,12-3-5 , 17-7-5 21-10-6 26-8-0 ,
4-5-7 1-1-11 2-9-4 2-3-10 1-7-5 5-0-0 4-3-1 4-9-10
Plate Offsets(X.Y)f2:0-4-7.Edgel.17:0-3-4,0-2-41,f9:0-4-7,Edgel.[11:0-3-8,0-6-41,f14:0-3-13,0-3-01.[15:0-5-12,0-6-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.96 Vert(LL) -0.46 11-13 >702 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.93 Vert(TL) -0.84 11-13 >383 180 M18SHS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.20 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:390 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP 2850F 1.8E*Except* TOP CHORD Structural woad sheathing directly applied.
5-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x8 SP SS*Except*
15-16:2x4 SP No.1
WEBS 2x4 SP No.3*Except*
6-13,7-11:2x4 SP No.2,5-15:2x4 SP 285OF 1.8E
- OTHERS 2x4 SP No.2'Except'
18-19:2x4 SP No.3
REACTIONS. (Ib/size) 9=10235/0-8-0,2=9361/0-8-0
Max Horz 2=156(LC 7)
Max Uplift 9=-1806(LC 8),2=-1769(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=20692/3739,3-5=-17007/3121,5-6=1682013118,6-7=-17717/3261,
7-8=17825/3222,8-9=-20967/3728
BOT CHORD 2-16=-3278/18454,15-16=-3278/18454,13-15=-3101/17729,11-13=-2780/16088,
10-11=-3280/18734,9-10=-3280/18734
WEBS 6-13=-3731143,7-13=-432/2222,7-11=-1029/6169,8-11=-3216/602,8-10=-375/2536,
5-15=-2630/14488,6-15=-7484/1359,3-16=-499/3086,3-15=-3725/726
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-4-0 oc.
Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 oc,2x4-1 row at 0-4-0 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)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=27ft;eave=oft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip.DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)Plates checked for a plus or minus 0 degree rotation about its center.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)
9=1806,2=1769.
11)Use Simpson Strong-Tie HTU210(32-10d Girder,32-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 7-0-12 from the left end to
(.Og1irWRUWnfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. �*
G 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 property incorporate this design into the overall i•�`
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,see ANSVIPI1 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 36610
Jab Truss Truss Type Qty Ply Glancy Residence
J33080 B04G Roof Special Girder 1
Job Reference(optional) 710394917
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:39 2017 Page 2
ID:?uot7U416uFBHcJQ75VV Wlypasr-9lMxgOa7vTHvbggPEUdJTnWSXzIKD?1 mCIKYkgznC9g
NOTES-
12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 17-0-12 to connect truss(es)to
1, back face of bottom chord.
13)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 19-0-12 from the left end to 25-0-12 to
connect truss(es)to back face of bottom chord.
14)Fill all nail holes where hanger is in contact with lumber.
v
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33
Uniform Loads(plf)
Vert:1-5=74,5-6=-74,6-7=-74,7-9=-74,2-9=-20
Concentrated Loads(lb)
Vert:25=-3762(B)26=-1716(B)27=-1716(B)28=-1715(8)29=-1733(B)30=-1733(B)31=-1062(B)32=-1353(B)33=-1087(B)34=-1062(B)
i
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 p��•
building design.Bracing indicated is to prevent buckling of individual.truss web and/or chord members only.Additional temporary and permanent bracing 1yliTek•
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,see ANSIITPII 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 36610
Job Truss Truss Type Qty Ply Glancy Residence
710394918
J33080 C01G Hip Girder 1 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:40 2017 Page 1
I D:?uot7U416uFBHcJQ75VV Wlypasr-exwJlkblgnPlCgPcnC8Y0_3fdMjRycMwQy45G6znC9f
2-0-0 3-9-4 7-M 8-4-0 11-6-12 15-3-0
2 3-9-4 3-2-12 1-4-0 3-2-12 3-8-4
4
Scale=1:29.1
4x4=
4x4 =
4
3 18 4
6.00 12
0 0
m M
1x4 II 5
2
d 1x4 11 e c O
0 1C s 8 7 6
d
1x4 II 3x4=
3x4 = 1x4 II 4x4
1x4 =
II
3-9-4 7-M 8-4-0 11-6-12 15-3-0
3-9-4 3-2-12 1-41 3-2-12 348-4
Plate Offsets MY)— 17:0-1-12.0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) -0.11 6-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.62 Vert(TL) -0.21 6-14 >877 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.05 5 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:65 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2*Except* be installed during truss erection,in accordance with Stabilizer
10-11:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 5=1273/0-7-0,2=1434/0-8-0
Max Horz 2=107(LC 7)
Max Uplift 5=-219(LC 8),2=-318(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2141/363,34=1826/366,4-5=2139/362
BOT CHORD 2-8=240/1806,6-8=240/1826,5-6=240/1806
WEBS 3-8=29/603,4-6=-30/602
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=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=lb)
5=219,2=318.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)176 Ib down and 115 Ib up at
7-0-0,and 176 Ib down and 115 Ib up at 8-4-0 on top chord,and 386 Ib down and 52 Ib up at 7-0-0,and 445 Ib down and 54 Ib up
at 8-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33
Uniform Loads(pif)
Vert:1-3=-74,3-4=-74,4-5=-74,12-15=-20
Concentrated Loads(lb)
Vert:3=-148(8)4=-148(B)7=62(13)8=-386(B)6=-383(B)
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 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
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,see ANSIITPII 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,Alexandra,VA 22314. Tampa,FL 36610
Job Truss Truss TypeQry Ply Glancy Residence
03
7194919
J33080 CO2G Common Girder 1 n
L Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:41 2017 Page 1
I D:?uot7U416u FBHcJ Q75VV1Mypasr-67Th54 cNR4Xcq_oLvfnYCbwzm 2 Bhwl3fcpfoZznC9e
-2-0-04-1-4 7-8-0 11-2-12 15-3-0
2-0-0 4-1-4 3-0-12 3-0-12 4-0-4
et
Scale=1:28.8
5x6 =
4
6.00 12 1x4 \\ 1x4
3 5
6
1x4 II
2
c 1x4 II s s
s s N 9 17 8 18 7 19 20
1 d 6x6= HUS26 7x6 WB= HUS26 7x6 = HUS26 HUS26
3x6 =
3x8 =
1x4 II
5-3-8 10-0-8 15-3-0
5-3-8 4-9-0 5-2-8
Plate Offsets(X•Y)— 17:0-3-0,0-4-121.[9:0-3-0.0-3-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) -0.15 7-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.65 Vert(TL) -0.27 7-9 >670 180
BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:176 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins.
BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3*Except*
1-10:2x4 SP No.2
REACTIONS. (Ib/size) 6=4160/0-7-0,2=3048/0-8-0
Max Horz 2=115(LC 7)
Max Uplift 6=-737(LC 8),2=-612(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=6402/1116,3-4=-6271/1119,4-5=-7570/1384,5-6=-7703/1384
BOT CHORD 2-9=945/5655,7-9=-694/4330,6-7=-1195/6870
WEBS 4-7=-816/4533,5-7=-258/135,4-9=-373/2361
NOTES-
1)2-ply truss to be connected together with 10d(0.131"xW)nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 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)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
5)The solid section of the plate is required to be placed over the splice line at joint(s)8.
6)Plate(s)at joint(s)1,6,.2,7,4,5,9,3,11 and 12 checked for a plus or minus 0 degree rotation about its center.
7)Plate(s)at joint(s)8 checked for a plus or minus 2 degree rotation about its center.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)
6=737,2=612.
11)Use Simpson Strong-Tie HUS26(14-10d Girder,6-1 Od Truss)or equivalent at 7-0-12 from the left end to connect truss(es)to front
face of bottom chord.
12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at
9-0-12 from the left end to 13-0-12 to connect truss(es)to front face of bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 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 M iTe k•
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,see ANSIfTPII 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 36610
Job Truss Truss Type Qty Ply Glancy Residence
710394919
J33080 CO2G Common Girder 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:41 2017 Page 2
ID?uot7U416uFBHcJQ75WVvlypasr-67Th54cNR4Xcq__oLvfnYCbwzm2Bhwl3fcpfozznC9e
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33
Uniform Loads(plf)
Vert:1-4=74,4-6=-74,2-6=-20
Concentrated Loads(lb)
Vert:17=2403(F)18=-1071(F)19=-1068(F)20=-1084(F)
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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
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,see ANSIITPII Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
• I '
• Job Truss Truss Type Qty PlyGlancy Residence
710394920
J33080 -CJ1 Jack-Open 12 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:42 2017 Page 1
I D:?uot7U416u FBHcJ Q75V VVVlypasr-aK 131 Qd?COfTS8Z—vdAO5 P83kAW4QZDCuGZC L?znC9d
-2-0-0 1-0-0
2-0-0 1-0-0
Scale=1:10.0
A± 4 r
m 6.00 120
d
0 1x4 IIo
0
o 1x4 N
1 d
2X4=
1X4 II
1-0-0
r
1_.
Plate Offsets(X.Y)— 12:0-3-8.0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) 0.00 10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.10 Vert(TL) 0.00 10 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:10 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=-37/Mechanical,2=344/0-8-0,4=-66/Mechanical
Max Horz 2=73(LC 8)
Max Uplift 3=-37(LC 1),2=218(LC 8),4=-66(LC 1)
Max Grav 3=42(LC 8),2=344(LC 1),4=67(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except(jt=lb)
2=218.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 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
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing T
ek•
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 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 36610
■
Job Truss [J,,sks
TypeQty Ply Glancy ResidenceT10394921
J33080 -CJ1C Open 2 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:42 2017 Page 1
I D:?uot7U416uFBHcJQ75V WNypasr-aK131Qd?COFrS8Z_vdAO5P8BXAXMQZDCuGZCL?znC9d
0-11-0
Scale=1:7.0
6.00 12 2
1
c? m
d
6
o
3
2x3=
0-11-0
0-11-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.02 Vert(TL) -0.00 6 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:3 l FT 0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=43/077-0,2=25/Mechanical,3=17/Mechanical
Max Horz 1=16(LC 8)
Max Uplift 1=-2(LC 8),2=-11(LC 8),3=-2(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,3.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 properly incorporate this design into the overall ■.Y■■
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,see ANSITfPl1 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 36610
A J
Job Truss Truss Type Qty Pty Glancy Residence
710394922
J33080 -CAD Jack-Open 2 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:43 2017 Page 1
ID:?uot7U4t6uFBHcJQ75WV'Aypasr-2 WbSVlddzinK3H8BTKiFddhEUasA90TM7wiltRznC9c
-2-0-0 1-2-0
2-0-0 1-2-0
Scale=1:10.4
3
c? 6.00 12 c?
2
1x4 II
0
o Qo
Qe
1x4
N
1
2x4 = 4 d
1x4 II
1_2_0
1-2-0
_Plate Offsets(X.Y)— 12:0-3-8.0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) 0.00 10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.11 Vert(TL) 0.00 10 >999 180
BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation quide.
REACTIONS. (Ib/size) 3=-24/Mechanical,2=330/0-8-0,4=-50/Mechanical
Max Horz 2=76(LC 8)
Max Uplift 3=-24(LC 1),2=201(LC 8),4=-50(LC 1)
Max Grav 3=33(LC 8),2=330(LC 1),4=56(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except Gt=lb)
2=201.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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,see ANSIITPl1 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 36610
Job Truss Truss Type Qty Ply Glancy Residence
710394923
J33080 -CJ1F Jack-Open 4 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:44 2017 Page 1
I D:?uot7U4I6uFBHcJQ75VVVVlypasr-Wi9gj5eGk?wBhRjNO2DUAgD W7_CbuTjVLa2JPtznC9b
0-10-0
0-10-0
6.00 12 Scale=1:7.0
2
w
1
o
6
0
u
0
3
2x3=
0-10-0
0-10-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.07 Vert(LL) -0.00 6 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.10 Vert(TL) -0.00 6 TIM 120
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014rFP12007 Matrix-MP Weight:3 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-10-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=-O/Mechanical,3=77/Mechanical
Max Horz 2=61(LC 1),3=-61(LC 1)
Max Uplift 3=-35(LC 8)
Max Grav 3=77(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/0312015 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
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,see ANSIITPII 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 36610
• Job Truss Truss Type Qty Ply Glancy Residence
710394924
J33080 -CJ3 Jack-Open 11 1
Jab Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:44 2017 Pagel
I D:?uot7U416uFBHcJQ75VV Wlypasr-Wi9gj5eGk?wBhRjNO2DUAgDPE_CNuTj VLa2JPtznC9b
-2-0-0 3-0-12
2-0-0 3-0-12
Scale=1:15.2
3
6.00 12
rn
0
1X4 II 2
1x4 II
�• �' N
1 d
2X4—
1X4 11
3-0-12
3-0-12
Plate Offsets(X.Y)— 12:0-3-12.0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) -0.00 4-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.11 Vert(TL) -0.01 4-10 >999 180
BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:17 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=71/Mechanical,2=338/0-8-0,4=20/Mechanical
Max Horz 2=11 O(LC 8)
Max Uplift 3=-23(LC 8),2=144(LC 8)
Max Grav 3=71(LC 1),2=338(LC 1),4=49(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested;plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=lb)
2=144.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 MiTek*building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V�iTek•
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,see ANSVTPI1 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 36610
Job Truss Truss Type Qly Ply Glancy Residence
710394925
J33080 -CJ3C Jack-Open 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:45 2017 Page 1
ID:?uot7U416uFBHcJQ75WWypasr-_vjCwRfuVJ22JbIZalkj 2mg2NXjdwzfaEnsxKznC9a
2-11-0
2-11-0
Scale:1"=1'
2
6.00 12
cr
0
1
3
2x3 =
2-11-0
2-11-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.19 Vert(LL) -0.01 3-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.17 Vert(TL) -0.01 3-6 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:9 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=134/0-7-0,2=90/Mechanical,3=44/Mechanical
Max Horz 1=52(LC 8)
Max Uplift 1=-8(LC 8),2=41(LC 8)
Max Grav 1=134(LC 1),2=90(LC 1),3=51(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473rev.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 Not
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,see ANSVTPII 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 36610
Job Truss Truss Type Qty Ply Glancy Residence
710394926
J33080 -CJ3D Jack-Open 2 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:45 2017 Page 1
ID:?uot7U416uFBHcJQ75VV Wlypasr-_vjCwRfuVJ22JbIZalki2ma—NYRdwzfaEnsxKznC9a
-2-M 3-2-0 i
2-0-0 3-2-0
Scale=1:15.4
3
6.00 12
M
1x4 II 2
d1
o p 4
1x4 II
�• �� N
1 d
2x4=
1x4 II
3-2-0
3-2-0
Plate Offsets(X.Y)— 12:0-3-12,0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) 0.01 4-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.12 Vert(TL) -0.01 4-10 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:17 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)- 3=76/Mechanical,2=342/0-8-0,4=23/Mechanical
Max Horz 2=112(LC 8)
Max Uplift 3=-32(LC 8),2=183(1_C 8),4=-20(LC 5)
Max Grav 3=76(LC 1),2=342(LC 1),4=51(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
_ will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except(jt=1b)
2=183.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 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 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 only.Additional temporary and permanent bracing ivi iTe k•
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 tmss systems,see ANSIrrPI1 Quality Criteria,DSB-69 and BCSI Building Component e East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,6904 Parke
36610
r Job Truss Truss Type Qty Ply Glancy Residence
710394927
J33080 -CJ3E Jack-Open 2 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:46 2017 Page 1
ID:?uot7U416uFBHcJQ75VV Wlypasr-S5Ha8ngWGdAvwltm8SFyFFJlknu6MNvopuXQUmznC9Z
-2-0-0 2-8-0 3-0-0
2-0-0 2-8-0 0-4 0
Scale=1:15.0
1x4 II 4 1
3 to
6.00 12 1 m
n
o
1x4 II 2
0
0 0
5 Io
1x4 II 6
�• N 9.00 12
1 d 4X4
2x4 =
1x4 II
2-8-0 ,3-0-0,
2-8-0 0-l-0
Plate Offsets(X.Y)— I2:0-3-12,0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) -0.00 6-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.09 Vert(TL) -0.01 6-12 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2014riP12007 Matrix-MP Weight:19 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 4=85/Mechanical,2=336/0-8-0,5=3/Mechanical
Max Hoa 2=109(LC 8)
Max Uplift 4=-10(LC 5),2=144(LC 8)
Max Grav 4=87(LC 13),2=336(LC 1),5=5(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation_about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
_ 6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b)
2=144.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 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,notq
a truss system.Before use,the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall i•�`
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,see ANSIITPII 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 36610
� A
Job Truss Truss Type Qty Ply Glancy Residence
710394928
J33080 -CJ3F Jack-Open 3 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:46 2017 Page 1
I D:?uot7U416uFBHcJQ75V WNypasr-S5Ha8ngWGdAvwltm8SFyFFJgVnsHMNiopuXQUmznC9Z
1-8-0 2-10-0
1-8-0 1-2-0
Scale:1"=1'
3
6.00 12
1x4 II
2
0
0
1
of
4
2x3 =
1x4 II 5
i 1-4-0 2-10-0
1-4-0 1-M
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) 0.00 5 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.33 BC 0.21 Vert(TL) 0.00 4-5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:10 lb FT=O%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation quide.
REACTIONS. (Ib/size) 3=-17/Mechan'ica1,4=-49/Mechanical,5=327/0-8-0
Max Horz 5=50(LC 8)
Max Uplift 3=-22(LC 3),4=49(LC 1),5=95(LC 8)
Max Grav 3=8(LC 6),4=16(LC 8),5=327(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(§)3,4,5.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10103/2015 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,thebuilding 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
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6914 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
• Job Truss Truss Type Qty Ply Glancy Residence
710394929
J33080 -CJ3G Jack-Open 1 1
Job Reference o lional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:47 2017 Page 1
I D:?uot7U416uFBHcJQ75WVVlypasr-wHryL7g81 wl mYvRyiAmBoTry7B7D5puxl YGzOCznC9Y
2-5-12 ,2-10-0 ,
2-5-12 0-4-4
Scale:V'=1'
1x4 II 3
2 _
T. 6.00 12
o
0
0
h
I1
of
1 2x3 =
5 4
1x4 II
2A-0 2-10-0
2A-0 0-6-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.55 Vert(TL) 0.00 5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.05 3 n/a n/a
BCDL - 10.0 Code FBC2014/TP12007 Matrix-MP Weight:11 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=-428/Mechanical,4=-548/Mechanical,5=1237/0-3-8
Max Horz 5=50(LC 8)
Max Uplift 3=-428(LC 1),4=-548(LC 1),5=-411(LC 8)
Max Grav 3=132(LC 8),4=170(LC 8),5=1237(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-5=577/199
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib.uplift at joint(s)except(jt=1b)
3=428,4=548,5=411.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 ��•
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,see ANSUTPI7 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 36610
• Job Truss Truss Type Qty [ly �Glancy Residence
710394930
J33080 -CJ5 Jack-Open 9 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:48 2017 Page 1
I D:?uot7U416uFBHcJQ75VV Wlypasr-PUPLZThmnEQdA308FtHQKgO5YbVDgHi5GCOWYfznC9X
2-0-05r0-0 -
2-0-0 5-0-0
Scale=1:19.9
3
6.00 12
c? M
0 0
N
N
1X4 11 2
1X4 II
Q' d• N
1 d 4
2x4 =
6-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(LL) -0.02 4-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.37 Vert(TL) -0.07 4-10 >898 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014rrP]2007 Matrix-AS Weight:23 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=147/Mechanical,2=410/0-8-0,4=55/Mechanical
Max Horz 2=145(LC 8)
Max Uplift 3=-60(LC 8),2=-135(LC 8)
Max Grav 3=147(LC 1),2=410(LC 1),4=85(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b)
2=135.
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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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
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 guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610
Job Truss Truss Type Qty �Ply1Glancy Residence710394931
-CJ5C Jack-Open 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:48 2017 Page 1
ID?uot7U416uFBHcJQ75VVWlypasr-PUPLZThmnEQdA308FtHQKgO3BbTOgHi5GCOWYfznC9X
4-11-00
r 4-11-0
r
Scale=1:17.0
2
Io
6.00 12
0 0
N rn N
N
1
3
2x3 =
4-11-0
4-11-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.58 Vert(LL) -0.04 3-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.45 Vert(TL) -0.09 3-6 >683 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:16 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=228/0-7-0,2=160/Mechanical,3=68/Mechanical
Max Horz 1=88(LC 8)
Max Uplift 1=-15(LC 8),2=72(LC 8)
Max Grav 1=228(LC 1),2=160(LC 1),3=87(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2.
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-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Alit-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 properly incorporate this design into the overall MiTek*
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the w
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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,Alexandria,VA 22314. Tampa,FL 36610
Job Truss Truss Type Qly Ply Glancy Residence
710394932
J33080 -CJ5E Jack-Open 2 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:49 2017 Page 1
I D:?uot7U416uFBHcJQ75WWypasr-tgyjmpiOYYYUnCbKpboftuwGH?sQZkyEVrl455znC9 W
-2-M2-8-0 5-0-0
2-0-0 2-8-0 •2-4-0
Scale=1:19.9
4
4
cr
v
6.00 12 3
2x3 =
u
N
3x4�i o
d
1x4 II 2
of 6• 9.00 12
1x4 II 7
Q 6 2x4 =
1 d
2x3 =
2-8-0 4-8-0 -O
2-8-0 2-0-0 -4-0
Plate Offsets(X,Y)— 17:0-2-0 Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(LL) -0.01 14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.31 Vert(TL) -0.02 14 >999 180
BCLL _ 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:26 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 4=61/Mechanical,2=418/0-8-0,5=167/Mechanical
Max Horz 2=145(LC 8)
Max Uplift 4=-23(LC 8),2=130(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-12=-258/0
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=lb)
2=130.
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 REFERENCE 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 properly incorporate this design into the overall ii�•��
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,see ANSIITPII 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 36610
v
r
Job Truss Truss Type Qty �PlyIGlancy Residence710394933
J33080 D01G Half Hip Girder 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:512017 Page 1
ID:?uot7U4I6uFBHr-JQ75VV Wlypasr-p24TBUkf49oC1 WljxOr7yJOUzoNg 1 SuXy9EB9zznC9U
2-0-0 3-9 4 7-0-0 12-1-13 17-1-15 22-2-0 27-2-1 32-2-3 37 4-0
2-0-0. 3-9-4 3-2-12 5-1-13 5-0-1 5-0-1 5-0-1 5-0-1 5-1-13
Scale=1:70.7
S
6x8 M18SHS = 3x6 =
2x4 II 3x8= 3x8 = 2x4 II 3x10= 2x4 II 5x10=
6.00 12 4 27 28 5 29 30 6 7 31 8 32 33 9 34 35 10 11 36 37 3812
2x4
0
2x4 II 3
M 2x4 II
2x4 1I2
1
d 20 19 18 17 15 14 13
39 40 41 42 43 44 45 16 46 47 48 49 50
3x8 M18SHS = 3x4= 5x10 M18SHS= 2x4 II 3x10 = 2x4 II 5x16 = 3x8 M18SHS II
4x8 M18SHS=
3-947-M 12-1-13 17-1-15 22-2-0 2 33 374-0
3-9- 3- 5-1-1 5-0-1 -0-1 5-0-17-2-1 2-2-
5-0-1 5-1-13
4 2-12 3 5
Plate Offsets(X,Y)-- [4:0-5-8,0-2-41.[19:0-4-8,0-3-41
LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.77 17-18 >578 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.96 Vert(TL) -1.47 17-18 >303 180 M18SHS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.37 13 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:210 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP 2850F 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 12-13,9-14
12-13:2x4 SP No.2,4-19,6-19,6-17,9-17,9-14,12-14:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2'Except" be installed during truss erection,in accordance with Stabilizer
22-23:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 13=3782/Mechanical,2=3545/0-8-0
Max Horz 2=183(LC 8)
Max Uplift 13=699(1_C 8),2=-703(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-6611/1214,3-4=-6547/1199,4-5=-8466/1586,5-6=-8500/1600,6-8=9364/1739,
8-9=-9364/1739,9-11=-4641/857,11-12=4641/857,12-13=-3634/756
BOT CHORD 2-20=-1147/5771,19-20=-1103/5863,18-19=1796/9642,17-18=-1796/9642,
15-17=-1424/7691,14-15=-1424/7691
WEBS 4-20=0/506,4-19=-592/3252,5-19=-790/328,6-19=-1440/237,6-18=0/404,
6-17=-341/69,8-17=740/306,9-17=-386/2051,9-15=0/993,9-14=-3741/696,
11-14=-818/343,12-14=-1037/5617,3-20=-204/302
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)Plates checked for a plus or minus 0 degree rotation about its center.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)
13=699,2=703.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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,see ANSIITPII 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 36610
r
Job Truss Truss Type Qty Ply Glancy Residence
710394933
J33080 DO1G Half Hip Girder 1 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:512017 Page 2
I D?uot7U4l6uFBHcJQ75VV Wlypasr-p24TBUkf49oC1 WIjxOr7yJOUzoNg 1 SuXy9EB9zznC9U
NOTES-
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)176 Ib down and 116 Ib up at 7-0-0,148 Ib down and 109 Ib up at
9-0-12,148 Ib down and 109 Ib up at 11-D-12,148 Ib down and 109 Ib up at 13-0-12,148 Ib down and 109 Ib up at 15-0-12,148 Ib down and 109 Ib up at 17-0-12,148
Ib down and 109 Ib up at 19-0-12,148 Ib down and 109 Ib up at 21-0-12,148 Ib down and 109 Ib up at 23-0-12,148 Ib down and 109 Ib up at 25-0-12,148 Ib down and
109 Ib up at 27-0-12,148 Ib down and 109 Ib up at 29-0-12,148 Ib down and 109 Ib up at 31-0-12,148 Ib down and 109 Ib up at 33-0-12,and 148 Ib down and 109 Ib
up at 35-0-12,and 155 Ib down and 108 Ib up at 36-4-12 on top chord,and 386 Ib down and 52 Ib up at 7-0-0,80 Ib down at 9-0-12,80 Ib down at 11-0-12,80 Ib down
at 13-0-12,80 Ib down at 15-0-12,80 Ib down at 17-0-12,80 Ib down at 19-0-12,80 Ib down,a{21-0-12,80 Ib down at 23-0-12,80 Ib down at 25-0-12,80 Ib down at
27-0-12,80 Ib down at 29-0-12,80 Ib down at 31-0-12,80 Ib down at 33-0-12,and 80 Ib down at 35-0-12,and 84 Ib down at 36-4-12 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
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33
Uniform Loads(plf)
Vert:1-4=74,4-12=-74,13-24=-20
Concentrated Loads(lb)
Vert:4=-148(F)7=-148(F)20=-386(F)6=-148(F)18=-62(F)15=-62(F)9=-148(F)10=-148(F)16=-62(F)27=-148(F)28=-148(F)29=-148(F)30=-148(F)31=-148(F)
32=-148(F)33=148(F)35=-148(F)36=-148(F)37=-148(F)38=-155(F)39=-62(F)40=-62(F)41=-62(F)42=-62(F)43=-62(F)44=62(F)45=-62(F)46=-62(F)
47=62(1`)48=-62(F)49=-62(F)50=64(F)
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the piTek•
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component e East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,6904 Parke
36610
r Job Truss Truss Type Qy Glancy Residence
710394934
ty Pl
J33080 D02 Half Hip 1 1
Jab Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:52 2017 Page 1
I D:?uot7U416uFBHcJQ75V WNypasr-HFerOgkHrTw2egKvUjMMV WYkiCkYmv1 h8p_khQznC9T
2-0-0 4-9 4 9-0-0 16-0-2 1 23-0-4 _ 30-0 6 37 4-0
2-0-0 4-9-4 4-2-12 7-0-2 7-0-2 7-0-2 7-3-10
Scale=1:68.4
5x5= __ 3x6
3x4= 3x6 3x4 = 3x6 = 3x4 =
4 23 5 6 24 7 25 8 9 10
6.00 12
2x4
3
2x4 11
2x4 11
2x4 11 2
Fog
0 1
R 16 15 14 13 12 11
3x6=
3x8 —_ 4x6 = 3x4 = 4x6= 3x4 = 3x6=
9-M 18A-3 27-8-5 37-4-0
9-M 9-4-3 9A-3 9-7-11
Plate Offsets(X.Y)— 14:0-2-8.0-2-41.110:Edge.0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) -0.32 14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.92 Vert(TL) -0.70 14-16 >638 180
BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.20 11 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:197 lb FT=O%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.1'Except* BOT CHORD Rigid ceiling directly applied.
13-15:2x4 SP No.2 WEBS 1 Row at midpt 5-16
WEBS 2x4 SP No.3 2 Rows at 1/3 pts 9-11
OTHERS 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing
18-19:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 11=1736/Mechanical,2=1908/0-8-0
Max Horz 2=220(LC 8)
Max Uplift 11=304(]_C 8),2=-382(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3254/575,3-4=2952/506,4-5=-2626/491,5-7=-3523/612,7-9=-2701/446
BOT CHORD 2-16=-617/2829,14-16=-660/3504,12-14=-625/3369,11-12=-420/2266
WEBS 3-16=-276/145,4-16=-66/873,5-16=1175/203,7-12=-933/250,9-12=57/952,
9-11=-2621/495
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its.center.
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 withstandingr100 Ib uplift at joint(s)except Ot=1b)
11=304,2=382.
9)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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 ��•
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,see ANSIITPII 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 36610
Job Truss Truss Type City Ply Glancy Residence
710394935
J33080 D03 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:53 2017 Page 1
I D:?uot7U416uFBHcJQ75V WNypasr-IRCDcAIvcm2vGgv62Qtb1 k5uTc6YVNygQTjH EsznC9S
-2-0-0 5-9-4 11-0-0 17-2-0 23-4-0 , ___295-0 35-8-0 ,37-4-0,
2-0-0 5-9-4 5-2-12 6-2-0 6-2-0 6-2-0 6-2-0 1-8-0
Scale=1:69.7
=
6.00 12 5x5= 3x4_ 4x6
3x4= 3x6 3x4= 5x5=
5 26• 6 27 78 28 9 10 11
3x6
3x4% 4
3 C?
� d
d '
2x4 II d
2x4 11
2x4 II 2 Ell
d' 1
d d 19 18 17 29 30 16 31 32 15 14 33 34 13 12
2x4 I I 4x6= 3x4 = 46 = 3x4 = 3x8 —2x4 I I
3x6 — 3x8 = —
5-9-4 11-0-0 19-2-11 275-5 35-8-0 ,37-4-0,
5-9-4 5-2-12 8-2-11 8-2-11 8-2-11 1-8-0
Plate Offsets(X.Y)— 15:0-2-8,0-2-41.17:0-2-0.0-1-81.110:0-2-8.0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.74 Vert(LL) -0.25 16-18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.81 Vert(TL) -0.55 16-18 >811 180
BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.18 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:223 Ib FT=0%
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.3 WEBS 1 Row at midpt 6-18,9-13
OTHERS 2x4 SP No.2"Except' MiTek recommends that Stabilizers and required cross bracing
21-22:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=190810-8-0,12=1736/Mechanical
Max Horz 2=228(LC 8)
Max Uplift 2=-382(LC 8),12=-304(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=3249/522,3-5=2791/492,5-6=-2440/479,6-8=-2887/528,8-9=-2248/406,
9-10=-528/110,10-11=-581/99,11-12=-1748/274
BOT CHORD 2-19=-572/2819,18-19=-572/2819,16-18=-537/2904,14-16=-50112732,13-14=-353/1944
WEBS 3-18=-456/139,5-18=-65/802,6-18=-784/116,8-16=0/291,8-14=816/207,
9-14=-72/905,9-13=1930/369,11-13=-247/1584
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)
2=382,12=304.
9)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 REFERENCE PAGE MII.7473 rev.10103/2015 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 oftmsses and truss systems,see ANSI/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,Alexandria,VA 22314. Tampa,FL 36610
r Job , Truss Truss Type Qty Plylancy Residence
710394936
J33080 D04 Hip 1 1
J`0b Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:54 2017 Page 1
I D:?uot7U416uFBHcJQ75VV Vvlypasr-DdmcpWmXN4Amu_Ulc80gaxe3dOUeEnYze7TrmlznCgR
i-2-0-0 6-9-4 13-0-0 19-11-4 i 26-8-12 _ 33_-8-0 37-4-0
2-0-0 6-9-4 6-2-12 6-11-4 6-9-8 6-114 3-8-0
Scale=1:69.7
6.00 12 5x8 =
2x4 II 3x6=3x4 = 5x8 =
5 6 25 7 8 26 9
3x6 i 4x6
10
3x4! 4
3 c?
0
d `b
2x4 11 n
2x4 II
2x4 11 2
d' 1
d 18 17 16 27 15 28 14 13 29 12 11
3x6 = 2x4 11 4x6= 3x8= 3x6 =3x4 = 3x4 = 2x4 11
3x4 =
i 6-9-4 13-0-0 19-11-0 26-8-12 33-8-0 37-4
6-9-4 6-2-12 6-11-4 6-9-8 6-11-4
Plate Offsets(X,Y)— 15:0-6-0,0-2-81.19:0-6-0.0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP '
TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.21 15-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.69 Vert(TL) -0.43 15-16 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.14 11 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:229 Ib FT=0%
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.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2'Except' be installed during truss erection,in accordance with Stabilizer
20-21:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 2=1908/0-8-0,11=1735/Mechanical
Max Horz 2=228(LC 8)
Max Uplift 2=-382(LC 8),11=-303(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3220/517,3-5=2615/478,5-6=2488/502,6-8=-2488/502,8-9=-2043/418,
9-10=-1051/202,10-11=-1710/314
BOT CHORD 2-18=-558/2784,16-18=-558/2784,15-16=-407/2253,13-15=-353/2043,12-13=-142/877
WEBS 3-16=-614/171,5-16=-4/501,5-15=-43/529,6-15=-534/194,8-15=-118/630,
8-13=-976/283,9-13=-290/1624,9-12=-1049/261,10-12=-239/1464
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)
2=382,11=303.
9)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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 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 properly Incorporate this design into the overall Not
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ITe k•
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,see ANSIITPI1 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 36610
Job Truss Truss Type Qty Ply Glancy Residence
T10394937
J33080 D05 Hip 1 Job ReferencE
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MoTek Industries,Inc. Wed Feb 08 12:29:55 2017 Page 1
ID:?uot7U416uFBHGJQ75WVVlgpasr-hql�._1 sn980ldW73UArv379ADSPpDzN—7tnC011znC9Q
211 7-9-4 15 22-4-0 9V 2 37-4-0
-0-0 �7-251_2 7-9-4
2 7-9-4 2-12 7-4-0
Scale 1:68.5
5X8 M18SHS
5x8 M18SHS
6.00 F1_2
5 6
3x6
3x6 7
3X4'-�- 3X4
3 4 8 c?
2x4i 111
2x4 11
2x4 11 2 9
c� 1
0 6 15 14 13 25 12 11 10
3x6 2x4 4x6 3x4 3x8 4x6 2x4 US
15-0-0 2-4-0 9:g-1 2 37-4-0
7-2-12 i
7 7-2-12 7-9-4
Plate Offsets(X,Y)— [6:0-5-8,0-2-41,16:G-5-8,0-2-41
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) -0.23 12-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.67 Vert(TL) -0.4713-15 >956 180 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.18 9 n/a n1a
BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:195 lb FT=0%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS I Row at midpt 3-13,5-12,B-12
OTHERS 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing
17-18:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1904/0-8-0,9=1753/Mechanical
Max Horz 2=226(LC 7)
Max Uplift 2=-392(LC 8),9=-296(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD 2-3=-3153/531,3-5=2422/480,5-6=-20651479,6-8=-2423/480,8-9=-3164/538
BOTCHORD 2-15=-389/2713,13-15=-389/2713,12-13=-20612064,10-12=-396/2724,9-1 0=-396/2724
WEBS 3-15=0/290,3-13=-750/207,5-13=-121581,5-12=-258/261,6-12=-15/523,
8-12=-762/215,8-1 0=01290
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l 60mph(3-second gust)Vasd=1 24mph;TCDL=4.2psf;BCDL=6.Opsf;h=1 5ft;B=45ft;L=37ft;eave=6ft;Cat.
11;Exp B;Encl.,GCpi=O.l 8;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)Plates checked for a plus or minus 0 degree rotation about its center.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb)
2=392,9=296.
10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and I/V gypsum
sheetrock be applied directly to the bottom chord.
14 WARNING-Verify design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTekS connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the 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
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M!Tek*
fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSUTP11 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.I'L 36610
Job Truss Truss Type Qty Ply Glancy Residence
710394938
J33080 D06 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:56 2017 Page 1
I D:?uot7U416uFBHcJQ75V V Vvlypasr-AOtMECnnvhQU7HdhjZQlfMjT7p65if6G6RyxgBznC9P
2-0-0 6-0-5 11-6-3 17-0-0 20-4-0 25-9-13 31-3-11 37-4-0
y 2-0-0 6-0-5 5-5-13 5-5-13 3-4-0 5-5-13 5-5-13 6-0-5
Scale=1:68.5
5x5=
5x5 =
6.00 12 8 7
3x4 3x4
3x6
3x6 5 8 9
4
_. 2x4 �� 2x4 // d
3 10
2x4 I I
2x4 11
2x4 11 2 11I�
d 1 d
64 d 17 27 16 28 15 14 29 13 30 12
3x4 = 4x6= 3x4 — 3x4 — 4x6= 3x4= 3x6=
3x6= — —
8-9-4 17-0-0 20-4-0 28-0-12 37-4-0
8-9-4 8-2-12 3-0-0 8-2-12 8-94
Plate Offsets(X.Y1— 16:0-2-8.0-2-41.17:0-2-8,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.45 Vert(LL) -0.47 15-17 >959 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.88 Vert(TL) -0.78 15-17 >572 180
BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.17 11 ' n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:202 Ib FT=0%
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.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2`Except' be installed during truss erection,in accordance with Stabilizer
19-20:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 2=1904/0-8-0,11=1753/Mechanical
Max Horz 2=253(LC 7)
Max Uplift 2=-392(LC 8),11=-296(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=3223/576,3-5=2945/545,5-6=-2183/481,6-7=-1871/468,7-8=-21831481,
8-10=-2954/551,10-11=-3234/583
BOT CHORD 2-17=-444/2864,15-17=-313/2414,14-15=-159/1881,12-14=-315/2366,11-12=-453/2807
WEBS 3-17=-345/177,5-17=-21/524,5-15=-791/224,6-15=-98/678,7-14=-98/679,
8-14=-796/227,8-12=-281534,10-12=-352/182
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)The solid section of the plate is required to be placed over the splice line at joint(s)16,13.
5)Plate(s)at joint(s)4,6,7,9,2,17,3,5,15,14,8,12,10,1,11,19 and 20 checked for a plus or minus 0 degree rotation about its
center.
6)Plate(s)at joint(s)16 and 13 checked for a plus or minus 4 degree rotation about its center.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
9)Refer to girder(s)for truss to truss connections.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)
2=392,11=296.
11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.1010312015 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 ]R
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ii��.��`
building design.Bracing 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 property damage.For general guidance regarding the MiTek*
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSt Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
Job Truss Truss Type Qty Ply Glancy Residence
710394939
J33080 D07 Common 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:56 2017 Page 1
1 D:?uot7U416uFBHcJQ75WWlypasr-AOtM ECnnvhQU7HdhjZQlfMjSAp7V omG6RyxgBznC9P
2-0-06-7-0 11 8-0 1 -7 188-0 24-8-8 30-9-0 37-4-0
2-0-0 6-7-0 5-1-0 -11- 6-0-8 6-0-8 6-0-8 6-7-0
Scale=1:66.3
5x5 =
Ar 6.00 12 6
3x4
3x4 7:�- 7
3x6
3x6 5 8
c�
3x4 i 4 2x4
m
3 9
2x4 II
2x4 II
2x4 11 2 QQ
d 1 11�
15 25 13 26 12 27 11
_ 2x4 II 14 3x8 = 3x6 = 3x4 = 3x6_
3x6 5x10 =
6-7-0 11-8-0 18-8-0 28-5-0 37-4-0
6-71 5-1-0 7-0-0 9-9-0 8-11-0
Plate Offsets(X.Y)— 114:0-2-8.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) -0.28 11-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.57 11-13 >537 180
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-AS Weight:202 Ib FT=0%
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.
WEBS 2x4 SP No.3 WEBS 1 Row at mid pt 6-13,7-13,5-14
OTHERS 2x4 SP No.2'Except` MiTek recommends that Stabilizers and required cross bracing
17-18:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=483/0-8-0,14=2092/0-8-0,10=1082/Mechanical
Max Horz 2=275(LC 7)
Max Uplift 2=-290(LC 8),14=-542(LC 8),10=-169(LC 8)
Max Grav 2=593(LC 17),14=2092(LC 1),10=1082(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=364/258,3-5=-79/590,5-6=-616/176,6-7=-572/183,7-9=-1547/284,
9-10=-1773/296
BOT CHORD 2-15=-311/236,14-15=-311/236,13-14=-561/246,11-13=-40/940,10-11=-192/1498
WEBS 3-14=-551/309,5-13=-149/1239,7-13=-824/248,7-11=-61/683,9-11=-412/205,
5-14=-1697/379
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
1� Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)The solid section of the plate is required to be placed over the splice line at joint(s)12.
4)Plate(s)at joint(s)4,6,8,2,14,3,15,13,5,7,11,9,1,10,17 and 18 checked for a plus or minus 0 degree rotation about its center.
5)Plate(s)at joint(s)12 checked for a plus or minus 5 degree rotation about its center.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)
2=290,14=542,10=169.
10)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 REFERENCE PAGE 111II.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
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,see ANSIITPII 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 36610
� a
Job Truss Truss Type Qty PlyGlancy Residence
T10394940
733080 D08 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:29:58 2017 Page 1
ID:?uot7U416uFBHcJQ75WVviypasr-6P?6fup2RJgCNbn3r TmknonpdoxAfhZZIR2v3znC9N
-2-0-0 6-1-3 11-7-13 11- -0 17-2-8 20-1-8 25-8-3 31-2-13 37-4-0
2-0-0 6-1-3 5-6-11 0- -3 5-6-8 2-11-0 5-6-11 5-6-11 6-1-3
Scale=1:66.5
5x8 M18SHS
i 5x5=
6.00 12 6 7
3x4 i 3x4
3x6 5 B 3x6
9
4
3x4 i 2x4
3 1p m
2x4 II
2x4 11
2x4 II 2 All
11I�
d 1 d
o 17 15 14 27 13 28 12
_ 2x4 II 16 3x4= 3x4 = 4x6 = 3x4= 3x6=
3x6 5x10=
6-1-3 11-7-13 11$-0 17-2-8 20-1-8 28-5-8 37-0-0
6-1-3 5-0-11 0-d-3 5-0-8 2-11-0 8-4-0 8-10-8
Plate Offsets(X,Y)-- 17:0-2-8.0-2-41.116:0-2-4.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) -0.43 12-14 >703 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -0.88 12-14 >346 180 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.09 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:209 lb FT=O%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied.
13-16:2x4 SP No.1 WEBS 1 Row at midpt 6-15,8-14
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2'Except' be installed during truss erection,in accordance with Stabilizer
19-20:2x4 SP No.3 Installation guide.
REACTIONS. (Ib/size) 2=1075/0-8-0,16=1216/0-8-0,11=1366/Mechanical
Max Horz 2=256(LC 7)
Max Uplift 2=-385(LC 8),16=-401(LC 8),11=-215(LC 8)
Max Grav 2=1075(LC 1),16=1248(LC 17),11=1395(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1492/368,3-5=-1130/149,5-6=-1354/285,6-7=-1150/295,7-8=-1369/290,
8-10=-2241/377,10-11=-2482/410
BOT CHORD 2-17=-261/1254,16-17=-261/1254,15-16=0/809,14-15=0/1055,12-14=-153/1650,
11-12=-297/2130
WEBS 3-16=-616/336,5-16=-914/255,5-15=-49/526,7-14=-52/522,8-14=-866/248,
8-12=-40/585,10-12=-3461183
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)Plates checked for a plus or minus 0 degree rotation about its center.
6)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=385,16=401,11=215.
10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/i'gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7I1.7473 rev.1010312015 BEFORE USE. Vat 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 Vat
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,see ANSI1fP11 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 36610
* 4
Job Truss Truss Type Qty Ply Glancy Residence
710394941
J33080 D09 Hip 1 1
Job Reference o tional
East Coast Truss,Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc.Wed Feb 08 14:23:38 2017 Page 1
I D:?uot7U416uFBHcJQ75V WNypasr-9FEMwtkF8tUEFzxl3dgebJA38dmZd_M W?jRRwRznBN3
200 6-1-4 7-1904 118 168 } 22-1-8 29-5-8 _ 37-4-0
6-1 - 3- 3
6-11-0 7-4-0
Scale=1:69.5
5x5= 5x8 M18SHS=
Ij
6.00F1_2
6 7
2x4 I I
3x6
3x6 5
8
3x4
4
3x4 i 9
n
3
r=
2x4 I I
2x4 11
2x4 II 2 10 rn
Sr 1 IT
9 16 15 1426 27 13 12 11
3x6— 2x4 I 5x10 = 3x8= 3x6 = 2x4 II 3x6=
6-1-4 11-8-0 15-2-8 22-1-8 29-5-8 37-4-0
6-1-4 5-6-12 3-6-8 6-11-0 7-4-0 7-10-8
Plate Offsets(X.Y)— [6:0-2-8.0-2-41.[7:0-6-0.04-81.[14:0-0-0.0-1-12).[15:0-1-12.0-0-01 115:0-1-8.0-2-151
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.57 Vert(LL) -0.39 13-15 >790 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.91 Vert(TL) -0.74 13-15 >415 180 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 10 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-AS Weight:201 Ib FT=0%
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.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-13,6-15
OTHERS 2x4 SP No.2`Except` MiTek recommends that Stabilizers and required cross bracing
18-19:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
[installation guide.
REACTIONS. (Ib/size) 2=427/0-8-0 (min.0-1-8),15=2141/0-8-0 (min.0-2-8),10=1089/Mechanical
Max Horz 2=228(LC 7)
Max Uplift 2=-142(LC 8),15=-362(LC 8),10=-184(LC 8)
Max Grav 2=522(LC 17),15=2141(LC 1),10=1107(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=264/291,3-4=-65/518,4-5=-54/684,5-6=0/662,6-7=-763/250,7-8=858/226,
8-9=-985/201,9-10=-1747/298
BOT CHORD 12-13=-181/1460,11-12=-18111460,10-11=-181/1460
WEBS 9-13=-788/233,9-11=0/274,5-15=-313/163,3-15=-583/179,6-13=-129/953,
6-15=-1505/240
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
'+ 3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)Plates checked for a plus or minus 0 degree rotation about its center.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 Ib uplift at joint 2,362 Ib uplift at
joint 15 and 184 Ib uplift at joint 10.
10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and VT gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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
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,see ANSIITPII 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 36610
r ; .
Job Truss Truss Type Qty Ply Glancy Residence
710394942
J33080 D10 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:00 2017 Page 1
I D:?uot7U416uFBHcJQ75V WNypasr-2n7t4ZglzwxwcvxSyPVEgCu91 Qb3eXXs13w9zyznC9L
-2-0-0 6-10-8 11-8-0 13-2-8 18-8-0 24-1-8 30-5-8 37-4-0
2-" 6-10-8 4-9-8 1-6-8 5-5-8 5-5-8 6-4-0 6-10-8
Scale=1:69.5
6.00 12 5x5= 2x4 II 5x8 =
2x4 II 6 7 27 8
3x6 5- 5 3x6
9
3x44 3x4
3 10 n
m
2x4 II
2x4 II
2x4 II 2
11 Iv
MZ L, E
o' 117 •16 28 29 15 30 14 13 12 d
3x6 —_ 2x4 II 5x10= 3x8 = 3x4 = 2x4 II 3x6
3x6 =
11-8-0 ,13-2-8, 18-8-0 24-1-8 30-5-8 37-0-0
6-10$ 4-9-8 1-6-8 5-5-8 5-5-8 6-4-0 6-10-8
Plate Offsets(X,Y)— f6:0-2-8,0-2-41.f8:0-6-0,0-2-81.f16:0-2-8.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) -0.08 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 - BC 0.43 Vert(TL) -0.18 12-14 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:213 Ib FT=0%
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.
WEBS 2x4 SP No.3 WEBS 1 Row at mid pt 6-16,8-15
OTHERS 2x4 SP No.2"Except` MiTek recommends that Stabilizers and required cross bracing
19-20:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=427/0-8-0,16=2176/0-8-0,11=1054/Mechanical
Max Horz 2=201(LC 7)
Max Uplift 2=-283(LC 8),16=-552(LC 8),11=-167(LC 8)
Max Grav 2=517(LC 17),16=2176(LC 1),11=1082(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-178/371,3-5=-104/727,5-6=-46/698,6-7=-564/164,7-8=-564/164,
8-10=-1106/215,10-11=-1777/268
BOT CHORD 2-17=-312/68,16-17=-312/68,15-16=-325/215,14-15=0/897,12-14=-165/1500,
11-12=-165/1500
WEBS 3-16=-582/333,6-16=-1549/281,6-15=-219/1279,7-15=-459/162,8-15=-561/113,
8-14=-25/490,10-14=-697/193,10-12=0/266
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=283,16=552,.11=167.
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and I/V gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use onlywith 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
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610
4 ,
r >
Job Truss Truss Type Qty Ply Glancy Residence
710394943
J33080 D11 Roof Special 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:00 2017 Page 1
I D:?uot7U416u FB HcJQ75V VVNypasr-2n7t4Zgl zwxwcvxSyP V EgCuANQ aseU4s 13w9zyzn C9L
-2-0-05-10-8 11-2-8 16-10-8 22-&-8 1244-0 1 30-6-12 1 37A-0
r2-0-0 5-10-8 5-4-0 5-8-0 5-8-0 1-9-8 6-2-12 6-9-4
Scale=1:70.7
Y
5x5 =
6.00 12 5x8 =
2x4 II 5x8 = 8
3x6 i 5 6 3x6
27 9
3x4 4 2x4
10
n 3 n
2x4 II
2x4 II
2x4 II 2
11 Iv
d 1
o d 17 16 15 14 28 13 29 12
3x6=
2x4 II 5x5= 3x8 = 3x4= 3x6= 3x4= 3x6=
5-10-8 11-2-8 11 -0 16-10-8 22-6-8 29$-0 37'A 0
5-10-8 5-4-0 0--8 5-0-8 5-8-0 7-1-8 7-8-0
Plate Offset_s_(X,Y)— 15:0-6-0,0-2-81.17:0-5-4.0-2-81 [16:0-1-12,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 Vert(LL) -0.13 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.51 Vert(TL) -0.27 12-14 >999 180
BCLL 0.0 Rep Stress Incr YES WE 0.93 Horz(TL) 0.03 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:209 Ib FT=0%
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.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16
OTHERS 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing
19-20:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=335/0-8-0.16=2248/0-8-0,11=1074/0-8-0
Max Horz 2=198(LC 7)
Max Uplift 2=-256(LC 8),16=-558(LC 8),11=-170(LC 8)
Max Grav 2=422(LC 17),16=2248(LC 1),11=1074(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-74/377,3-5=-133/857,5-6=-431/126,6-7=-431/126,7-8=-1096/267,
8-10=-1633/354,10-11=-1751/287
BOT CHORD 2-17=-388/5,16-17=388/5.15-16=-733/277,14-15=-211958,12-14=-17/884,
11-12=-183/1480
WEBS 3-16=-587/329;5-16=-1847/395,5-15=-281/1593,6-15=-467/174,7-15=-797/140,
7-14=-284/159,8-14=-29/435,8-12=-167/789,10-12=-455/227
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=256,16=558,11=170.
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 REFERENCE 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 e�•
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
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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 36610
t
Job Truss Truss Type Qty Ply Glancy Residence
T10394944
J33080 D12 Roof Special 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:01 2017 Page 1
ID:?uot7U416uFBHcJQ75VVWIypasr-W hFHvrwkE3nE2WeW60TMQQLNgtsN2Z?FjgiWOznC9K
-2-M 4-10-8 9-2-8 11-8-0 14-10-8 6-0 20-6-8 24-4-0 30-0-12 37-4-0 39-4-0
2-0-0 4-10-8 4-4-0 2-5-8 3-2-8 -1-1 4-6-2 3-9-8 6-2-12
Scale=1:74.8
w_
5x5=
5x8 = 8
2x4 11 5x5=
3x4 = 3x6
6.00 12 4 5 9 2x4
2x4- 30 10
0
3 n
2x4 11 2x4 11
2x4 II 2x4
2x4 II 2 2x4 II
d. 1 1112 d
• 17 16 15 31 1432 13 d o
3x6=
3x4 = 5x8= 3x8 = 3x6 = 3x4 = 3x6=
9-2 8 1111 , 20-0-8 28-8-0 37-4-0
9-2-8 2-5-8 8-10-8 B-1-8 848-0
Plate Offsets(X.Y)— [4:0-6-0.0-2-81.[16:0-4-0.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) 0.15 17-26 >932 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.59 Vert(TL) -0.32 13-15 >971 180
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 11 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:210 Ib FT=0%
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.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16
OTHERS 2x4 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing
20-21,22-23:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=294/G-8-0,16=2334/0-8-0,11=1176/0-8-0
Max Horz 2=206(LC 7)
Max Uplift 2=-273(LC 8),16=-549(LC 8),11=-265(LC 8)
Max Grav 2=394(LC 17),16=2334(LC 1),11=1176(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=10/432,3-4=-8/747,4-5=-124/1021,5-6=-124/1021,6-7=-823/184,7-8=-968/253,
8-10=-1390/303,10-11=-1621/293
BOT CHORD 2-17=-457/12,16-17=-684/178,13-15=0/781,11-13=-132/1364
WEBS 3-17=-415/205,4-17=-234/293,4-16=-919/363,6-16=-1572/319,6-15=-133/1081,
7-15=-670/210,8-15=-119/257,8-13=-107/718,10-13=-450/217,5-16=-260/91
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)
2=273,16=549,11=265.
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 REFERENCE 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 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 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,see ANSI/TP11 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 36610
4 ,
1 -
Job Truss Truss Type Qty [ly �Glancy Residence
710394945
J33080 D13 Roof Special 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:03 2017 Page 1
I D:?uot7U416uFBHcJQ75V V Wlypasr-SMp?ibtAFrJVTMg 1 eX3xRrWeweXiruYlj 19paHznC91
2-0-0 7-2-8 11-8-0 12-10-$ 18 6 8 24-4-0 30 6-12 , 37-4-0 13 9-4-0,
2-0-0 7-2-8 4-5-8 1-2-8 5-8-0 5-9-8 6-2-12 6-9-4 2-0-0
Scale=1:74.6
5x5=
6
5x8= _ 3
4x4= 5x6 7
6.00 12 3 4 2x4
8
28
2x4 II 2x4 II 1;
2x4 II 2x4 II
2x4 II 2 2x4 II
9 10
d' 1 -6
15 14 13 30 12 11 d d
3x6=
2x4 II 5x6= 3x10 = 3x6 = 3x4 = 3x6 =
t
7-2-8 11-8-0 18-6-8 27-8-0 3711-0
7-2.8 4-5-8 6-10-8 9-1-8 9-8-0
Plate Offsets KY)— f3:0-6-0,0-2-81.114:0-2-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) -0.25 11-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.76 Vert(TL) -0.50 11-13 >619 180
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:194 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS 1 Row at mid pt 6-13
OTHERS 2x4 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing
18-19,20-21:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=395/0-8-0,14=2194/0-8-0,9=1216/0-8-0
Max Horz 2=206(LC 7)
Max Uplift 2=-297(LC 8),14=-518(LC 8),9=272(LC 8)
Max Grav 2=469(LC 17),14=2194(LC 1),9=1216(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4/463,3-4=-115/994,4-5=-877/186,5-6=-1112/289,6-8=-1373/285,
8-9=-1693/318
BOT CHORD 2-15=-440/54,14-15=-440/50,13-14=-9941302,11-13=0/861,9-11=-154/1427
WEBS 3-14=-973/326,4-13=-342/2125,5-13=-909/299,6-13=-149/279,6-11=-56/668,
8-11=-468/219,4-14=-1475/327
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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
' 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)
2=297,14=518,9=272.
8)This truss design requires that a minimum of 7116"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 MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use onlywflh 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
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
c r
Job Truss Truss Type Qty [ly �Glancy Residence
710394946
J33080 D14G Roof Special Girder 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:04 2017 Page 1
ID:?uot7U416uFBHcJQ75WWlypasr-xZMOwxup09RM5WFDBEaA_221X2vzaL]SyhuN6jznC9H
-2-00 5-2-8 8-0-0 11-8-0 12-9- 16-6-8 20-4-6 20-5-4 24-4-0 285-13 30-6-14 32-7-11 37-4-0 39-0-0
2-0-0 5-2-8 2-9-8 3-8-0 -1-3 3-9-5 3-9-14 0-0-14 3-10-12 4-1-13 2-1-1 2-0-13 4-8-5 2-0-0
Scale=1:74.8
5x5=
7
3x4 i 3x6
5x8 = 6 8 3x4
4x6 = 5x5 =
6.00 12 9
3 32 4 33 5
2x4 11
pig
31 2x4 11 n
2x4 II 2x4 II
2x4 II 2 10 2x4 II N
d 1 11 'd
0
17 34 35 16 36 15 14 13 12 0 0
3x6=
2x4 II 5x8 = 3x10 = 3x8= 2x4 II 3x6
3x6 =
5-2-8 8-0-0 11-8-0 16-6-8 21-7-4 24-0-0 26-8-0 30-6-14 31-8-1 37-4-0
5-2-8 2-9-8 3-8-0 4-10-8 5-0-12 2-8-12 2-4-0 3-10-14 1-1-1 5-7-4
Plate Offsets(X.Y)— [3:0-6-0,0-2-81.[16:0-3-8.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
-TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) -0.11 14-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.33 BC 0.63 Vert(TL) -0.30 14-15 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.05 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:201 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins.
3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-16
WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing
4-16:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
OTHERS 2x4 SP No.2*Except* Installation guide.
20-21,22-23:2x4 SP No.3
REACTIONS. (Ib/size) 2=565/0-8-0,16=2492/0-8-0,10=1238/0-8-0
Max Horz 2=-206(LC 23)
Max Uplift 2=-320(LC 8),16=-560(LC 8),10=290(LC 25)
Max Grav 2=646(LC 17),16=2492(LC 1),10=1238(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=624/364,3-4=-112/1065,4-5=-730/226,5-6=-887/313,6-7=-1100/284,
7-9=1149/272,9-10=-1779/325
BOT CHORD 2-17=-4571490,16-17=-458/504,15-16=-1065/263,14-15=-84/1009,12-14=-161/1503,
10-12=-161/1503
WEBS 3-17=-45/412,3-16=1568/399,4-15=-379/2034,5-15=-586/267,4-16=-1690/406,
7-14=-108/573,6-15=-411/82,9-14=-672/192
_ 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=6.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)
2=320,16=560,10=290.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 Ib down and 84 Ib up at
5-2-8,140 Ib down and 78 Ib up at 7-3-4,and 140 Ib down and 78 Ib up at 9-3-4,and 140 Ib down and 78 Ib up at 11-3-4 on top
chord,and 163 Ib down at 5-2-8,67 Ib down at 7-3-4,and 67 Ib down at 9-3-4,and 59 Ib down at 11-3-4 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11,7II-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 ME
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,see ANSI/TPl1 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 36610
Job Truss TR,ofsSpecial
Type Qty Ply FJce
idence
710394946
J33080 D14G Girder 1 1
o tional
East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:04 2017 Page 2
ID:?uot7U416uFBHcJQ75VVVNypasr-xZMOwxup09RM5WFDBEaA 221X2vzaLlSyhuN6jznC9H
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1:33,Plate Increase=1.33
Uniform Loads(plf)
Vert:1-3=74,3-5=-74,5-7=-74,7-11=-74,24-27=-20
Concentrated Loads(lb)
Vert:3=-80(B)17=-78(B)30=B0(B)31=-80(B)32=-80(B)34=-38(B)35=38(B)36=-38(B)
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 propedy incorporate this design into the overall i/Y�•
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW
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,see ANSI/TPI1 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 36610