HomeMy WebLinkAboutTRUSSCUT Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek�
RE: 76274 -TRAVASSOS MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: JM REID CONSTRUCTION Project Name: TRAVASSOS Model: Tampa, FL 3361 0-41 1 5
Lot/Block: Subdivision:
Address: UNKNOWN
City: ST LUCIE COUNTY State: FL
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: FBC2017/TP12014 Design Program: MiTek 20/20 8.3
Wind Code: ASCE 7-10 Wind Speed: 170 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 72 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T18075192 A 9/10/19 23 T18075214 C1 9/10/19
2 T18075193 Al 9/10/19 24 T18075215 D 9/10/19
3 T18075194 A2 9/10/19 25 T18075216 D1 9/10/19
4 T18075195 A3 9/10/19 26 T18075217 D2 9/10/19
5 T18075196 A4 9/10/19 27 T18075218 D3 9/10/19
6 T18075197 ATA 9/10/19 28 T18075219 D4 9/10/19
7 T18075198 ATB 9/10/19 29 T18075220 D5 9/10/19
8 T18075199 ATC 9/10/19 30 T18075221 D6 9/10/19
9 T18075200 ATD 9/10/19 31 T18075222 D7 9/10/19
10 T18075201 ATF 9/10/19 32 T18075223 D8 9/10/19
11 T18075202 ATG 9/10/19 33 T18075224 D9 9/10/19
12 T18075203 B 9/10/19 34 T18075225 G 9/10/19
13 T18075204 B1 9/10/19 35 T18075226 G1 9/10/19
14 T18075205 B2 9/10/19 36 T18075227 GR7 9/10/19
15 T18075206 B3 9/10/19 37 T18075228 GRA 9/10/19
16 T18075207 B4 9/10/19 38 T18075229 GRB 9/10/19
17 T18075208 B5 9/10/19 39 T18075230 GRID 9/10/19
18 T18075209 B6 9/10/19 40 T18075231 GRE 9/10/19
19 T18075210 B7 9/10/19 41 T18075232 GRG 9/10/19
20 T18075211 B8 9/10/19 42 T18075233 GRK 9/10/19
21 T18075212 B9 9/10/19 43 T18075234 GRL 9/10/19
22 T18075213 C 9/10/19 44 T18075235 J1 9/10/19
The
truss
M TekUSA, nc..( referenced
direct supervision based on he parameters �•`�,,`�P��G E•N g�i�ti��i�
provided by Chambers Truss.
Truss Design Engineer's Name: Finn, Walter * No 22839 •::
My license renewal date for the state of Florida is February 28,2021. = �r
IMPORTANT NOTE :�'. STATE OF
The seal on these truss component designs is a certification 13 .
that the engineer named is licensed in the jurisdiction(s)identified and that the ��T'• A, Q�.�
designs comply with ANSI/TPI 1. These designs are based upon parameters ,j��S• O R X �`
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �j� s�' •••••'S� %
given to MiTek or TRENCO. Any project specific information included is for MiTek's or tit O N P►',,`�%%
TRENCO's customers file reference purpose only,and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the Walter P.Finn PE No.22839
applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634
the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date:
September 10,2019
Finn,Walter 1 of 2
MiTek
MiTek USA, Inc.
RE: 76274 - TRAVASSOS 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: JIM REID CONSTRUCTION Project Name: TRAVASSOS Model:
Lot/Block: Subdivision:
Address: UNKNOWN
City: ST LUCIE COUNTY State: FL
No. Seal# Truss Name Date
45 T18075236 J3 9/10/19
46 T18075237 J5 9/10/19
47 T18075238 J7 9/10/19
48 T18075239 JA5 9/10/19
49 T18075240 JE1 9/10/19
50 T18075241 JE3 9/10/19
51 T18075242 JE5 9/10/19
52 T18075243 JE7 9/10/19
53 T18075244 K 9/10/19
54 T18075245 K1 9/10/19
55 T18075246 K2 9/10/19
56 T18075247 KJ5 9/10/19
57 T18075248 KJ7 9/10/19
58 T18075249 KJE5 9/10/19
59 T18075250 L 9/10/19
60 T18075251 MHV8 9/10/19
61 T18075252 MHV10 9/10/19
62 T18075253 MHV12 9/10/19
63 T18075254 MHV14 9/10/19
64 T18075255 MHV16 9/10/19
65 T18075256 MHV17 9/10/19
66 T18075257 MHVA 9/10/19
67 T18075258 MHVB 9/10/19
68 T18075259 MV2 9/10/19
69 T18075260 MV4 9/10/19
70 T18075261 MV6 9/10/19
71 T18075262 MV8 9/10/19
72 T18075263 MV10 9/10/19
2 of 2
Job Truss Truss Type Qty Ply TRAVASSOS
T18075192
76274 A Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:05:45 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-2tVszftfd?Cfrdt4Vhic13EjxHoDZPd_EQy9m7yf3oq
2-0-0 6-10-8 13-1-15 19-3-11 25-7-2
2-0-0 6-10-8 6-3-7 6-1-11 6-3-7
Scale=1:46.4
48 = 2x3 3x6 = 3x5 = 3x4
5.00 12 3 18 19 4 2021 5 6 22 7
17
16
2
01
al
12 11 10 9 B
3x4 — 2x3 II 5x6 WB = 2x3 6x8 =
3x4 =
6-10-8 13-1-15 19-3-11 25-7-2
6-10-8 6-3-7 6-1-11 6-3-7
Plate Offsets(X,Y)-- [3:0-5-4,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.50 10-12 >615 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.92 10-12 >331 240
BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.80 10-12 >381 240 Weight:116 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing.
OTHERS 2x4 SIP No.3 WEBS 1 Row at midpt 6-8
REACTIONS. (lb/size) 8=937/0-3-8,2=1054/0-8-0
Max Horz 2=261(LC 12)
Max Uplift 8=-652(LC 9),2=-790(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1915/1546,3-4=-1845/1537,4-6=-1845/1537
BOT CHORD 2-12=-1533/1710,10-12=-1537/1723,9-1 0=-1 537/1845,8-9=-1537/1845
WEBS 3-12=-90/350,4-10=-153/266,6-9=-132/413,6-8=-2057/1714
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-10-8,Exterior(2)6-10-8 to
11-1-7,Interior(1)11-1-7 to 25-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
8=652,2=790.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075193
76274 Al Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:05:46 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-W33EB?uHOJKWTnSG3PEraGmuuh8vlte8S4ij IZyf3cp
2-0-0 5-6-13 8-10-8 14-4-3 19-9-15 25-7-2
2-0-0 5-6-13 3-3-11 5-5-11 5-5-11 5-9-3
Scale=1:46.4
4x6 = 3x4 = 3x6 = 3x4 = 3x4 II
4 19 5 2021 6 7 22 8
5.00 12
2x3
3
18
17
2
01
al
13 12 11 10 9
3x5 =
3x8 = 4x6 2x3 II 2x3 6x8 =
8-10-8 14-4-3 17-1-1 19-9-15 25-7-2
8-10-8 5-5-11 2-8-14 2-8-14 5-9-3
Plate Offsets(X,Y)-- [2:0-0-10,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.46 11-13 >671 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.83 11-13 >367 240
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.75 11-13 >407 240 Weight:126 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing.
WEBS 1 Row at midpt 7-9
REACTIONS. (lb/size) 9=937/0-3-8,2=1054/0-8-0
Max Horz 2=314(LC 12)
Max Uplift 9=-652(LC 9),2=-784(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1911/1594,3-4=-1670/1392,4-5=-1524/1356,5-7=-1375/1176
BOT CHORD 2-13=-1666/1722,11-13=-1176/1375,10-11=-1176/1375,9-10=-1176/1375
WEBS 3-13=-280/374,4-13=-137/353,5-11=-1 69/260,7-1 0=-1 80/425,7-9=-1674/1432
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 8-10-8,Exterior(2)8-10-8 to
13-1-7,Interior(1)13-1-7 to 25-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=652,2=784.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075194
76274 A2 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:05:47 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-_GdcOKuv9cSN4xOSc6146UJ395be1 KFHhkRGrOyf3co
2-0-0 5-9-2 10-10-8 18-2-13 25-7-2
2-0-0 5-9-2 5-1-6 7-4-5 7-4-5
Scale=1:46.4
4x8 2x3 II 4x4 =
4 17 1819 5 20 6
5.00 12
3x4 %16
3
15
2
of
of
11 10 9 8 7
3x4 =
2x3 11 3x4 =3x6 = 3x10 = 3x6
5-9-2i 10-10-8 18-2-13 25-7-2
5-9-2 5-1-6 7-4-5 7-4-5
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[4:0-5-4,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.07 10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.15 8-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.11 10-11 >999 240 Weight:136 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing.
WEBS 1 Row at midpt 4-8,6-8
REACTIONS. (lb/size) 7=937/0-3-8,2=1054/0-8-0
Max Horz 2=366(LC 12)
Max Uplift 7=-649(LC 9),2=-775(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1944/1511,3-4=-1458/1195,4-5=-1144/990,5-6=-1144/990,6-7=-873/836
BOT CHORD 2-11=-1651/1750,10-11=-1651/1750,8-1 0=-1 194/1305
WEBS 3-10=-536/510,4-1 0=-1 83/404,5-8=-459/556,6-8=-1147/1326
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-10-8,Exterior(2)10-10-8
to 15-1-7,Interior(1)15-1-7 to 25-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
7=649,2=775.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075195
76274 A3 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:05:48 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-SSB_cgvXwwa E i5bfAq GJfh s F9UvH m hxRwO B p N Syf3cn
2-0-0 6-9-2 12-10-8 17-7-1 22-7-2
2-0-0 6-9-2 6-1-6 4-8-9 5-0-1
Scale=1:42.1
4x5 — 3x4
3x4 =
5.00 12 5 17 18 19 6 20 7
3x4 16
3x6
4
oi
3
15
2
11 10 9 21 22
3x6 — 8
3x4 — 2x3 II 3x8 = 6x8 —
6-9-2 12-10-8 22-7-2
6-9-2 6-1-6 9-8-10
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 8-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.39 8-9 >685 240
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Wind(LL) 0.08 11 >999 240 Weight:121 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-9 oc bracing.
REACTIONS. (lb/size) 8=826/0-3-8,2=943/0-8-0
Max Horz 2=418(LC 12)
Max Uplift 8=-588(LC 9),2=-688(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-1615/1173,4-5=-1009/768,5-6=-885/802
BOT CHORD 2-11=-1 383/1454,9-11=-1 383/1454,8-9=-567/581
WEBS 4-9=-652/636,6-9=-364/487,6-8=-844/841
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 12-10-8,Exterior(2)12-10-8
to 17-1-7,Interior(1)17-1-7 to 22-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
8=588,2=688.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075196
76274 A4 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:05:49 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-welMpOw9hEi5KFArkXnYBvOK7uHmV8za92wNvuyf3cm
2-0-0 8-0-0 14-10-8 22-7-2
2-0-0 8-0-0 6-10-8 7-8-10
Scale=1:42.3
5x6 = 4x5 =
5.00 12 5 16 1718 6
7-1
3x4 15
46
3 4
14
2
10 9 8 19
3x6 = 7
3x4 = 2x3 3x8 = 3x6
8-0-0 14-10-8 22-7-2
8-0-0 6-10-8 7-8-10
Plate Offsets(X,Y)-- [3:0-3-0,Edge],[5:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.09 10-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.20 10-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.12 10-13 >999 240 Weight:120 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-9 oc bracing.
WEBS 1 Row at midpt 6-8
REACTIONS. (lb/size) 7=826/0-3-8,2=943/0-8-0
Max Horz 2=471(LC 12)
Max Uplift 7=-590(LC 12),2=-675(LC 12)
Max Grav 7=857(LC 17),2=943(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-1547/1038,4-5=-827/600,5-6=-688/654,6-7=-757/791
BOT CHORD 2-1 0=-1 293/1375,8-1 0=-1 293/1375
WEBS 4-10=0/309,4-8=-765/701,5-8=-89/289,6-8=-828/870
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 14-10-8,Exterior(2)14-10-8
to 19-1-7,Interior(1)19-1-7 to 22-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
7=590,2=675.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075197
76274 ATA ATTIC 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:05:51 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-t1 s7EiyQCrypZYKDrypOHKTkJisKzOltcMPU_nyf3ck
-2-0-0 7-0-9 13-5-6 4-4-11 15-6-10 16-10-8 20-8-14 22-7-2
2-0-0 7-0-9 6-4-13 -11-5 1-1-14 1-3-14 3-10-6 1-10-4
4x4 = 4x4 = 5x6 Scale=1:46.6
=
5.00 12 4x5 = 7 21 22 8 23 9
2x3 20 6
5
19 44 5x10
3x6
4
3x4
N
3 d
2
�1
14 13 12 1N11
3x5 3x4 11 5x8 MT18HS = 3x10 11 6x8 =
3x41= 7-0-0
7-0-9 13-5-6 20-8-14 22-7-2
7-0-9 6-4-13 7-3-8 1-10-4
Plate Offsets(X,Y)-- [6:Edge,0-4-6],[10:Edge,0-4-4],[15:0-4-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.43 12-14 >628 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.86 12-14 >315 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.62 12-14 >434 240 Weight:158 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins,
BOT CHORD 2x6 SIP 240OF 2.0E except end verticals.
WEBS 2x4 SIP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing.
8-11:2x4 SIP M 30 WEBS 1 Row at midpt 3-12,10-15
2 Rows at 1/3 pts 6-15
REACTIONS. (lb/size) 10=1087/0-3-8,2=1030/0-8-0
Max Horz 2=523(LC 12)
Max Uplift 10=-388(LC 12),2=-587(LC 12)
Max Grav 10=1386(LC 18),2=1091(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2215/912,3-5=-1133/264,5-6=-934/338,6-7=-929/1729,7-8=-985/1857,
8-9=-1535/2768,9-10=-708/1372
BOT CHORD 2-14=-1242/2064,12-14=-1242/2064,11-12=-440/985,10-11=-407/895
WEBS 3-14=-172/476,3-12=-1184/879,5-12=0/291,11-15=-602/1823,8-15=-508/319,
6-16=-2649/1312,15-16=-3806/1976,9-15=-3043/1687,10-15=-3908/1775,
7-16=-682/399,8-16=-550/1022
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-10,Interior(1)1-0-10 to 16-10-8,Exterior(2)
16-10-8 to 21-1-7,Interior(1)21-1-7 to 22-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
2)200.01b AC unit load placed on the top chord,16-8-0 from left end,supported at two points,4-0-0 apart.
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.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)Ceiling dead load(5.0 psf)on member(s).5-6,6-16,15-16
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
10=388,2=587.
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075198
76274 ATB ATTIC 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:05:55 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-Io6d44?wG4TE2Ae?4ouyRAeLpJArvsCTX_N h7Yyf3cg
15-6-10
-2-0-0 7-0-9 13-5-6 14-4-11 18-10-8 20-8-14 22-7-2
2-0-0 7-0-9 6--13 -11-5 1-1-14 3-3-14 1-10-6 1-10-4
3xl0 2x3 I I 5x6 — Scale=1:50.9
5.00 12 8 9
7 19
3x4 =
2x3 18 6
4x6 5 x 5
4
3x4
N
75�-
3 d
2
oj1
14 13 12 11 10
3x5 75� 3x4 7x8 WB 7-0-0 3g10 6x8 =
3x4 =
7-0-9 13-5-6 20-8-14 22-7-2
7-0-9 6 4-13 7-3-8 1-10-4
Plate Offsets(X,Y)-- [4:0-3-0,Edge],[7:0-4-13,0-1-10],[10:Edge,0-4-4],[15:0-4-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.39 12-14 >691 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.79 12-14 >343 240
BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.58 12-14 >466 240 Weight:157 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x6 SIP No.2*Except* except end verticals.
10-13:2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SIP No.3*Except* WEBS 1 Row at midpt 9-10,3-12,6-15
8-11:2x4 SIP M 30 2 Rows at 1/3 pts 10-15
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 10=1088/0-3-8,2=1029/0-8-0
Max Horz 2=576(LC 12)
Max Uplift 10=-405(LC 12),2=-571(LC 12)
Max Grav 10=1401(LC 18),2=1091(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2195/811,3-5=-1184/224,5-6=-956/279,6-7=-749/1370,7-8=-653/1304,
8-9=-689/1340,9-10=-853/1676
BOT CHORD 2-14=-1202/2053,12-14=-1202/2053,11-12=-463/1042,10-11=-443/986
WEBS 3-14=-134/442,3-12=-1110/811,5-12=-5/346,11-15=-468/1645,8-15=-1098/717,
6-15=-2347/1115,10-15=-4129/1858,9-15=-1846/948
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-10,Interior(1)1-0-10 to 18-10-8,Exterior(2)
18-10-8 to 22-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)200.01b AC unit load placed on the top chord,16-8-0 from left end,supported at two points,4-0-0 apart.
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Ceiling dead load(5.0 psf)on member(s).5-6,6-15
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
10=405,2=571.
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075199
76274 ATC ATTIC 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:00 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-6mvW7n235c5X8xWytLU78DLE7KvOa5gCgF5Solyf3cb
15-6-10 22-7-2
IM 7-0-9 13-5-6 14-4-11 20-8-14 20-10-8
2-0-0 7-0-9 6-4-13 -11-5 1-1-14 5-2-4 0-1-0
1-8-10
5x6 — 4x5 — Scale=1:54.4
5.00 12 7 8
19
3x4 = 18 r3� 1 7
2x3 17 6
4x8
5 6x10
4
3x4
N
3 d
7
2
13 12 11 10 9
3x5 % 3x4 6x8 =3x4 = 3x10 11 6x8 —
7-0-0 22-7-2
7-0-9 13-5-6 20-8-14 20 10-8
7-0-9 6d-13 7-3-8 0-1-0
1-8-10
Plate Offsets(X,Y)-- [4:0-4-0,Edge],[7:0-3-0,0-24],[9:Edge,0-4-4],[14:0-4-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.36 11-13 >741 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.71 11-13 >379 240
BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.51 11-13 >529 240 Weight:160 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins,
BOT CHORD 2x6 SIP No.2*Except* except end verticals.
9-12:2x6 SIP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 64-2 oc bracing.
WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 8-9,6-14
2 Rows at 1/3 pts 9-14
JOINTS 1 Brace at Jt(s):14
REACTIONS. (lb/size) 9=1087/0-3-8,2=1030/0-8-0
Max Horz 2=628(LC 12)
Max Uplift 9=-425(LC 12),2=-551(LC 12)
Max Grav 9=1417(LC 18),2=1091(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2175/709,3-5=-1208/150,5-6=-948/183,6-7=-833/1555,7-8=-640/1353,
8-9=-914/1964
BOT CHORD 2-13=-1164/2054,11-13=-1164/2054,10-11=-446/1066,9-10=432/1019
WEBS 3-13=-104/418,3-11=-1 084/787,5-11=-43/397,10-14=-317/1420,7-14=-768/545,
6-14=-2454/1100,8-14=-2403/1135,9-14=-4273/1813
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-10,Interior(1)1-0-10 to 20-10-8,Exterior(2)
20-10-8 to 22-5-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)200.01b AC unit load placed on the top chord,16-8-0 from left end,supported at two points,4-0-0 apart.
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Ceiling dead load(5.0 psf)on member(s).5-6,6-14
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-11
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=425,2=551.
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075200
76274 ATD ROOF SPECIAL 3 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:03 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-W Lbflp5yOXT6?OFXYTI gmszlTXxBnTweNDJ6P4yf3cY
15-6-10
-2-0-0 7-0-9 13-5-6 1 -4-11 20-8-14 22-7-2
2-0-0 7-0-9 6-0-13 -11-5 5-2-4 1-10-4
1-1-14
Scale=1:56.0
5.00 12 2x3 8
7 4x
1
18 9
3x4 =
2x3 176
4x8 5
6x10
4
3x4
3 N
0
2
4
13 12 11 10 9
3x5 7x8 WB = 6x8 =
3x4 I 7-0-0 3tG10
3x4 =
7-0-9 13-5-6 20-8-14 22-7-2
7-0-9 6-4-13 7-3-8 1-10-4
Plate Offsets(X,Y)-- [4:0-4-0,Edge],[9:Edge,0-4-4],[14:0-4-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.37 11-13 >723 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.73 11-13 >367 240
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.53 11-13 >509 240 Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins,
BOT CHORD 2x6 SIP No.2*Except* except end verticals.
9-12:2x6 SIP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing.
WEBS 2x4 SIP No.3*Except* WEBS 1 Row at midpt 8-9,3-11,6-14
7-10:2x4 SIP M 30 2 Rows at 1/3 pts 9-14
OTHERS 2x4 SIP No.3 JOINTS 1 Brace at Jt(s):14
REACTIONS. (lb/size) 9=1087/0-3-8,2=1030/0-8-0
Max Horz 2=669(LC 12)
Max Uplift 9=-442(LC 12),2=-534(LC 12)
Max Grav 9=1432(LC 18),2=1089(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2174/640,3-5=-1193/78,5-6=-941/119,6-7=-772/1497,7-8=-615/1384,
8-9=-741/1863
BOT CHORD 2-13=-1129/2060,11-13=-1129/2060,10-11=-399/1058,9-10=-383/1004
WEBS 3-13=-109/424,3-11=-1 098/801,5-11=-36/382,10-14=-348/1487,7-14=-299/246,
6-14=-2383/950,8-14=-2713/1151,9-14=-4233/1614
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-10,Interior(1)1-0-10 to 22-5-6 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)200.01b AC unit load placed on the top chord,16-8-0 from left end,supported at two points,4-0-0 apart.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Ceiling dead load(5.0 psf)on member(s).5-6,6-14
6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-11
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=442,2=534.
8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075201
76274 ATF ATTIC 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:06 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-xwGoOg7ggSrhssz6EcbXOU b M P IxP_rh43BYm?Pyf3cV
13-0-0 18-7-12
12-5-6 18-0-2
-2-0-0 6-6-0 11-4-4 11 11-4 17-0-0 17 6-0 231E-0 30-0-0 32-0-0
2-0-o 6-6-0 4-10-4 0-7-1 4-0-0 0--1 4-10-4 6-6-0 $le=1:56.3
0-5-8 0-5-8
0-6-10 0-7-10
4x5 =
3x6 = 4x5 =
3x6 =
5.00 12 2x3 116 7 25 26 8 9 2x3 11
5 10
3x4
24 27 3x4
3x6 3x6
11
3 4 y 12
� N
2 13
q] LE 1414
o' o
19 18 17 16 15
3x6 = 3x4 11 3x4l 5x8 MT18g153_o= 'ix4 — 3x4 11 3x6 =
6-6-0 11-4-4 18-7-12 23-6-0 30-0-0
6-6-0 4-10-4 7-3-8 4-10-4 6-6-0
Plate Offsets(X,Y)-- [2:0-6-1,0-2-3],[6:Edge,0-2-12],[7:0-3-0,0-2-4],[8:0-3-0,0-2-4],[9:Edge,0-2-12],[13:0-6-1,0-2-3]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.24 16-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.42 16-18 >860 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.09 13 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.21 16 >999 240 Weight:168 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins.
BOT CHORD 2x6 SIP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing.
WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 6-9
REACTIONS. (lb/size) 2=1391/0-8-0,13=1391/0-8-0
Max Horz 2=-236(LC 10)
Max Uplift 2=-759(LC 12),13=-759(LC 12)
Max Grav 2=1510(LC 18),13=1510(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-3184/1529,4-5=-2701/1181,5-6=-2360/1105,9-10=-2360/1105,10-11=-2701/1180,
11-13=-3181/1529
BOT CHORD 2-19=-1224/3074,18-19=-1224/3074,16-18=-735/2470,15-16=-1266/2894,
13-15=-1266/2894
WEBS 4-18=-708/605,5-18=-211/685,6-9=-2603/1327,10-16=-211/686,11-16=-708/605
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-10,Interior(1)1-0-10 to 13-0-0,Exterior(2)13-0-0
to 21-2-15,Interior(1)21-2-15 to 32-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)200.01b AC unit load placed on the top chord,15-0-0 from left end,supported at two points,4-0-0 apart.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
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)Ceiling dead load(5.0 psf)on member(s).5-6,9-10,6-9
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-18
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=759,13=759.
11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075202
76274 ATG ATTIC 6 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:10 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-ph W IDCALkhM6LTHtTRfTYKmxJ MJlwjzg_pW_9Ayf3cR
13-1-13 18-7-12
-2-0-0 6-0-0 11-4-4 1111-14 15-0-0 i 16-10-3 i18-0-2 24-0-0 30-0-0 32-0-0
2-0-0 6-0-0 5-4-4 0-7-1 1-10-3 1-10.3 1-1-14 5-4-4 6-0-0 2-0-0
1-1-14 0-7-10 Scale=1:54.5
3x6 =
5.00 12
3x5 = 7
3x5 =
2x3 8 24 2x3 II
6
5 23 9
3x6 3x6
3x4 4 10 3x4
3
11
0
v
y� 2 12
o� 1314
18 17 16 15 14
3x6 = 3x4 11 3x4 1— 5x8 MT181;11%-F x4 — 3x4 11 3x6 =
6-0-0 11-4-4 18-7-12 24-0-0 30-0-0
6-0-0 5-4-4 7-3-8 5-4
Plate Offsets(X,Y)-- [7:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.33 15-17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 15-17 >613 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.09 12 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.32 15-17 >999 240 Weight:167 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins.
BOT CHORD 2x6 SIP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 6-8
REACTIONS. (lb/size) 2=1391/0-8-0,12=1391/0-8-0
Max Horz 2=267(LC 11)
Max Uplift 2=-759(LC 12),12=-759(LC 12)
Max Grav 2=1500(LC 18),12=1500(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3221/1375,3-5=-2666/1015,5-6=-2313/959,6-7=-219/640,7-8=-219/640,
8-9=-2313/959,9-11=-2666/1015,11-12=-3218/1376
BOT CHORD 2-18=-1079/3144,17-18=-1079/3144,15-17=-596/2415,14-15=-1136/2941,
12-14=-1136/2941
WEBS 9-15=-171/708,11-15=-801/594,5-17=-1711707,3-17=-802/593,6-8=-3076/1282
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-10,Interior(1)1-0-10 to 15-0-0,Exterior(2)15-0-0
to 18-0-0,Interior(1)18-0-0 to 32-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)200.01b AC unit load placed on the top chord,15-0-0 from left end,supported at two points,4-0-0 apart.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Ceiling dead load(5.0 psf)on member(s).5-6,8-9,6-8
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-17
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=759,12=759.
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075203
76274 B Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:15 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-AeJBGvETZD_PRE9rF?FfFOTr7NOQb?GP75DIgOyf3cM
2-0-0 5-8-12 9-0-0 14-7-10 20-3-4 26-2-6
2-0-0 5-8-12 3-3 4 5-7-10 5-7-10 5-11-2
Scale=1:47.4
5x6 = 3x4 — 3x6 = 3x4 — 3x4 II
4 19 5 20 6 7 21 8
5.00 12
2x3 '�
3
18
17
2 _HI HI
O1
13 12 11 10 9
3x5 =
3x8 = 4x6 = 2x3 II 2x3 II 6x8 =
9-0-0 14-7-10 17-5-7 2%3-4 26-2-6
9-0-0 5-7-10 2-9-13 2-9-13 5-11-2
Plate Offsets(X,Y)-- [2:0-0-10,Edge],[4:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.50 11-13 >627 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.91 11-13 >344 240
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.82 11-13 >381 240 Weight:128 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing.
WEBS 1 Row at midpt 7-9
REACTIONS. (lb/size) 9=960/0-3-8,2=1076/0-8-0
Max Horz 2=317(LC 12)
Max Uplift 9=-662(LC 9),2=-798(LC 12)
Max Grav 9=978(LC 17),2=1076(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1969/1630,3-4=-1742/1433,4-5=-1604/1394,5-7=-1502/1216
BOT CHORD 2-13=-1700/1815,11-13=-1216/1502,10-11=-1216/1502,9-10=-1216/1502
WEBS 3-13=-280/374,4-13=-149/365,5-11=-1 70/265,7-1 0=-1 82/474,7-9=-1826/1475
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-0-0,Exterior(2)9-0-0 to
13-2-15,Interior(1)13-2-15 to 26-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=662,2=798.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33618
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075204
76274 131 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:17 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-61 RyhbGk5gE7hYJDNPH7KpYB9ArL3uOibPjsuGyf3cK
2-0-0 5-9-14 11-0-0 18-7-3 26-2-6
2-0-0 5-9-14 5-2-2 7-7-3 7-7-3
Scale=1:47.4
4x8 = 2x3 II 3x6 =
4 17 18 19 5 20 6
5.00 12
3x4 %16
3
15
2
<51
9
11 10 8 7
3x4 = 2x3 11 3x4 =3x6 = 4x8 = 3x6 11
5-9-14 11-0-0 18-7-3 26-2-6
5-9-14 5-2-2 7-7-3 7-7-3
Plate Offsets(X,Y)-- [2:0-1-6,0-0-0],[4:0-5-4,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.07 7-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.16 8-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.12 10-11 >999 240 Weight:138 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing.
WEBS 1 Row at midpt 4-8,6-8
REACTIONS. (lb/size) 7=960/0-3-8,2=1076/0-8-0
Max Horz 2=369(LC 12)
Max Uplift 7=-658(LC 9),2=-789(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1997/1552,3-4=-1506/1233,4-5=-1194/1030,5-6=-1194/1030,6-7=-893/854
BOT CHORD 2-11=-1691/1798,10-11=-1691/1798,8-1 0=-1 230/1349
WEBS 3-10=-541/514,4-1 0=-1 84/412,5-8=-474/573,6-8=-1186/1375
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-0-0,Exterior(2)11-0-0 to
15-2-15,Interior(1)15-2-15 to 26-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
7=658,2=789.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075205
76274 B2 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:19 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-2QZi6HH_cSU rwsTcUgKbPEeRY_NUXoB?2jCyz9yr3cl
2-0-0 6-9-14 13-0-0 18-1-12 24-0-9 29-2-6
2-0-0 6-9-14 6-2-2 5-1-12 5-10-13 5-1-13
Scale=1:52.5
5x6 — 3x4 = 3x6 = 3x4 = 3x4 II
5.00 12
5 21 22 6 23 7 8 24 9
3x6
3x4 20
4
3
19
2
15 14 13 12 11 10
3x4 =
2x3 3x6 = 2x3 2x3 6x8 =
3x8 =
6-9-14 13-0-0 18-1-12 20-11-7 24-0-9 29-2-6
6-9-14 6-2-2 5-1-12 2-9-11 3-1-2 5-1-13
Plate Offsets(X,Y)-- [5:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.75 12-14 >465 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.39 12-14 >251 240
BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.06 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 1.26 12-14 >277 240 Weight:157 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SIP M 30*Except* except end verticals.
10-13:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing.
WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 8-10
REACTIONS. (lb/size) 10=1071/0-3-8,2=1187/0-8-0
Max Horz 2=422(LC 12)
Max Uplift 10=-730(LC 12),2=-855(LC 12)
Max Grav 10=111 O(LC 17),2=1191(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-2257/1671,4-5=-1683/1336,5-6=-1522/1334,6-8=-1179/961
BOT CHORD 2-15=-1843/2088,14-15=-1843/2088,12-14=-961/1179,11-12=-961/1179,
10-11=-961/1179
WEBS 4-14=-627/559,5-14=-31/264,6-14=-552/531,6-12=-333/426,8-11=-339/658,
8-10=-1790/1457
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 13-0-0,Exterior(2)13-0-0 to
17-2-15,Interior(1)17-2-15 to 29-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
10=730,2=855.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075206
76274 B3 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:20 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-Wc64Kd IcN IchYO2o2YrgyRAizOrNGDR8H NxW Vbyf3cH
2-0-0 7-7-0 15-0-0 22-1-3 29-2-6
2-0-0 7-7-0 7-5-0 7-1-3 7-1-3
Scale=1:51.9
5x6 = 3x4 = 4x4 =
5.00 12
4 17 18 19 5 20 6
16
5x8
3
15
2 'All
11 10 9 21 8 22
7
3x4 =
2x3 II 3x6 =3x8 = 3x5 = 3x6
7-7-0 15-0-0 22-1-3 29-2-6
7-7-0 7-5-0 7-1-3 7-1-3
Plate Offsets(X,Y)-- [3:0-4-0,0-3-0],[4:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.09 11-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.19 11-14 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 11 >999 240 Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing.
WEBS 1 Row at midpt 6-7,3-9,6-8
REACTIONS. (lb/size) 7=1071/0-3-8,2=1187/0-8-0
Max Horz 2=474(LC 12)
Max Uplift 7=-740(LC 12),2=-844(LC 12)
Max Grav 7=1129(LC 17),2=1187(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2204/1595,3-4=-1443/1126,4-5=-1285/1149,5-6=-982/838,6-7=-1009/961
BOT CHORD 2-11=-1 818/2044,9-11=-1819/2039,8-9=-838/982
WEBS 3-11=0/319,3-9=-827/728,4-9=-3/298,5-9=-420/408,5-8=-706/797,6-8=-1113/1305
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 15-0-0,Exterior(2)15-0-0 to
19-2-15,Interior(1)19-2-15 to 29-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
7=740,2=844.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075207
76274 B4 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:21 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-_ogTXzJE83kYA9d_cFM3Ufju2oAW?e31 WOh312yf3cG
2-0-0 6-1-3 11-9-2 17-0-0 23-1-3 29-2-6
2-0-0 6-1-3 5-7-14 5-2-14 6-1-3 6-1-3
Scale=1:51.9
4x5 = 3x4 = 3x5 =
5.00 12
6 19 20 7 21 8
3x4 % 18
3x6 5
4
2x3
3
17
2
13 12 22 23
11 10
9
3x5
3x4 = 3x6 = 3x8 = 3x4 = 3x6
=
8-9-14 17-0-0 23-1-3 29-2-6
8-9-14 8-2-2 6-1-3 6-1-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 13-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.24 13-16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Wind(LL) 0.14 11-13 >999 240 Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-6 oc bracing.
WEBS 1 Row at midpt 8-9,8-10
REACTIONS. (lb/size) 9=1071/0-3-8,2=1187/0-8-0
Max Horz 2=527(LC 12)
Max Uplift 9=-753(LC 12),2=-832(LC 12)
Max Grav 9=1146(LC 17),2=1187(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2247/1568,3-5=-2006/1418,5-6=-1237/975,6-7=-1111/983,7-8=-781/667,
8-9=-1036/973
BOT CHORD 2-13=-1862/2114,11-13=-1451/1595,10-11=-667/781
WEBS 3-13=-359/385,5-13=-241/517,5-11=-662/634,6-11=-31/258,7-11=-493/514,
7-10=-765/830,8-10=-1029/1204
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 17-0-0,Exterior(2)17-0-0 to
21-2-15,Interior(1)21-2-15 to 29-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
9=753,2=832.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075208
76274 B5 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:22 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-T?ErklKsvNsPnJCBAztl l sG4bBVQk3pRkgQdaUyf3cF
2-0-0 6-10-10 12-10-10 19-0-0 24-1-3 29-2-6
2-0-0 6-10-10 6-0-0 6-1-6 5-1-3
Scale=1:53.1
4x6 = 3x4 — 3x4
5.00 12
6 19 20 7 21 B
3x6 3x4 18
5
4
2x3 O
3
17
01
13 22 12 23 24 25
11 10 9
3x5 3x4 = 4x6 = 3x8 = 3x4 = 3x6 II
9-9-14 19-0-0 24-1-3 29-2-6
9-9-14 9-2-2 5-1-3 5-1-3
Plate Offsets(X,Y)-- [2:0-0-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 11-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.33 13-16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 13-16 >999 240 Weight:180 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing.
WEBS 1 Row at midpt 8-9,5-11,7-10,8-10
REACTIONS. (lb/size) 9=1071/0-3-8,2=1187/0-8-0
Max Horz 2=579(LC 12)
Max Uplift 9=-766(LC 12),2=-819(LC 12)
Max Grav 9=1187(LC 17),2=1223(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2307/1459,3-5=-2050/1306,5-6=-1108/793,6-7=-985/826,7-8=-624/520,
8-9=-1088/987
BOT CHORD 2-13=-1806/2171,11-13=-1364/1589,10-11=-520/624
WEBS 3-13=-387/420,5-13=-273/607,5-11=-801/708,7-11=-579/685,7-10=-832/858,
8-10=-976/1169
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 19-0-0,Exterior(2)19-0-0 to
23-2-15,Interior(1)23-2-15 to 29-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=766,2=819.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075209
76274 B6 Half Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:23 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-xBoDyeKUgg_G PTn Njg OXa4oGvbtzTYsazKAA6wyr3cE
2-0-0 7-6-0 14-1-12 21-0-0 24-11-7 %2-6
2-0-0 7-6-0 6-7-12 6-10 4 3-11-7 4-2-15
Scale=1:56.5
4x6 = 3x4 3x4 II
=
5.00 12 6 7 18 8
17
3x4
3x6 5
4
3x4
3
16
2
12 11 19 10 20 21 9
3x4 = 2x3 II 5x6 = 3x8 = 6x8 =
7-6-0 14-1-12 21-0-0 29-2-6
7-6-0 6-7-12 6-10 4 8-2-6
Plate Offsets(X,Y)-- [11:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.16 9-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.27 9-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 12-15 >999 240 Weight:182 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing.
WEBS 1 Row at midpt 8-9,5-10,7-10,7-9
REACTIONS. (lb/size) 9=1071/0-3-8,2=1187/0-8-0
Max Horz 2=631(LC 12)
Max Uplift 9=-781(LC 12),2=-804(LC 12)
Max Grav 9=1188(LC 17),2=1222(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2305/1353,3-5=-1660/1018,5-6=-930/613,6-7=-814/669
BOT CHORD 2-12=-1752/2163,11-12=-1752/2163,10-11=-1255/1518,9-10=-410/468
WEBS 3-12=0/295,3-11=-704/547,5-11=-195/482,5-10=-924/765,7-10=-652/872,
7-9=-1086/965
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 21-0-0,Exterior(2)21-0-0 to
24-11-7,Interior(1)24-11-7 to 29-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=781,2=804.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 ANSI7TPI1 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 TRAVASSOS
T18075210
76274 B7 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:24 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-PN Mb9_L7R_671 dMZH Nvm6H LQ3?BIC 15kC_vjeMyf3cD
2-0-0 8-1-3 15-6-10 23-0-0 28-6-0 2�-2-6
2-0-0 8-1-3 7-5-6 7-5-6 5-6-0 -8-
5x6 = 4x12 Scale=1:60.9
5.00 12 6 19 20 7 8
18
3x4
5
3x6
4
rn
3x4 i n
m m
3
17
2
,1
13 12 11 21 10 22 9
3x4 = 2x3 II 3x6 =3x4 = 4x8 = 3x6 II
8-1-3 15-6-10 23-0-0 29-2-6
8-1-3 7-5-6 7-5-6 6-2-6
Plate Offsets(X,Y)-- [6:0-3-0,0-2-4],[7:0-0-11,0-1-10]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.10 13-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.23 13-16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.17 13-16 >999 240 Weight:177 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing.
WEBS 1 Row at midpt 3-11,5-10,6-10,8-10,8-9
REACTIONS. (lb/size) 2=1187/0-8-0,9=1071/0-3-8
Max Horz 2=669(LC 12)
Max Uplift 2=-792(LC 12),9=-793(LC 12)
Max Grav 2=1215(LC 17),9=1215(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2253/1284,3-5=-1518/887,5-6=-711/462,6-7=-606/536,7-8=-611/563,
8-9=-1103/1037
BOT CHORD 2-13=-1712/2118,11-13=-1712/2118,10-11=-1141/1395
WEBS 3-13=0/326,3-11=-795/628,5-11=-210/552,5-10=-1041/820,6-10=-113/322,
8-10=-958/1128
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 23-0-0,Exterior(2)23-0-0 to
27-2-15,Interior(1)27-2-15 to 28-6-0,Exterior(2)28-6-0 to 29-0-10 zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=792,9=793.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075211
76274 B8 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:25 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-tawzNKMICI E_enwmr5Q?fU ucRPWSxP3tQefHApyf3cC
2-0-0 6-8-14 12-9-14 18-10-15 25-0-0 26-6-0 29-2-6
2-0-0 6-8-14 6-1-1 6-1-1 6-1-1 1-6-0 2-8-6
4x5 — 3x6 — Scale=1:62.6
7 5.00 1 g2 3x4
9
3x4 19
6
3x4
3x6
4 5
o�
rn o
n
2x3 \\ o'
3
18
2
�1
14 20 13 21 12 22 11 23 10
3x4 = 4x6 = 3x4 = 4x8 = 3x6 II
3x4 —
8-9-3 18-10-15 25-0-0 26-6-0 29-2-6
8-9-3 10-1-12 6-1-1 1-6-0 2-8-6
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[8:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.21 12-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.43 12-14 >813 240
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.05 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 12-14 >999 240 Weight:189 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing.
WEBS 1 Row at midpt 6-11,7-11,9-10,9-11
REACTIONS. (lb/size) 2=1187/0-8-0,10=1071/0-3-8
Max Horz 2=669(LC 12)
Max Uplift 2=-792(LC 12),10=-793(LC 12)
Max Grav 2=1236(LC 17),10=1208(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2385/1335,3-5=-2193/1249,5-6=-1175/696,6-7=-467/363,7-8=-388/427,
8-9=-434/404,9-1 0=-1 130/1026
BOT CHORD 2-14=-1759/2283,12-14=-1291/1652,11-12=-837/1102
WEBS 3-14=-360/420,5-14=-357/687,5-12=-734/605,6-12=-346/785,6-11=-1 126/820,
9-11=-851/1055
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 25-0-0,Exterior(2)25-0-0 to
29-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=792,10=793.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075212
76274 B9 Common 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:27 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-py2koON?kvViu448yWTTkvzv4CBRPNYAuy8OFhyf3cA
2-0-0 6-11-2 13-3-15 19-5-11 25-9-0 29-2-6
2-0-0 6-11-2 6-4-14 6-1-12 6-3-5 3-5-6
5x6 — Scale=1:66.7
3x4 11
5.00 12 7 18 19
17 8
2x3 11
6
3x4 5-
3x6
4 5
T
r;
2x3 m
3
16
2
0
12 20 11 21 10 22 23 9
3x4 = 3x6 = 4x8 — 6x8 =
3x6 =
10-6-0 19-5-11 29-2-6
10-6-0 8-11-11 9-8-11
Plate Offsets(X,Y)-- [2:0-0-2,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.37 9-10 >953 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.59 9-10 >595 240
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.14 12-15 >999 240 Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing.
7-10:2x4 SIP M 30 WEBS 1 Row at midpt 5-10,6-10,7-10,8-9,7-9
REACTIONS. (lb/size) 2=1187/0-8-0,9=1071/0-3-8
Max Horz 2=669(LC 12)
Max Uplift 2=-792(LC 12),9=-793(LC 12)
Max Grav 2=1224(LC 17),9=1226(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2294/1322,3-5=-1977/1103,5-6=-1110/646,6-7=-1154/849
BOT CHORD 2-12=-1726/2218,10-12=-1218/1611,9-10=-268/327
WEBS 3-12=-442/484,5-12=-278/568,5-10=-765/626,6-10=-385/476,7-10=-965/1427,
7-9=-1072/912
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=29ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 25-9-0,Exterior(2)25-9-0 to
28-9-0,Interior(1)28-9-0 to 29-0-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=792,9=793.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075213
76274 C Common 4 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:28 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-H9b6?MOdVDdZVEfLWD_i H7W5_cW_8mvK7ctxn8yf3c9
2-0-0 6-11-2 13-3-15 19-5-11 25-9-0 32-6-9 39-6-0
2-0-0 6-11-2 6-4-14 6-1-12 6-3-5 6-9-9 6-11-7
Scale=1:72.3
5x6 =
5.00 12 7
3x4 11 20 21
3x4
6 8
3x4
4x6 22
3x4
4 5 9
3x4
3
V
19
2
it
0
15 23 14 24 13 25 12 26 11 27 28 10
3x4 = 4x6 = 4x8 — 4x6 = 3x4 = 6x8 =
3x6
10-6-0 19-5-11 29-6-13 39-6-0
10-6-0 8-11-12 10-1-2 9-11-3
Plate Offsets(X,Y)-- [2:0-3-0,0-1-8],[4:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.30 11-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.51 11-13 >925 240
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.10 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.26 13-15 >999 240 Weight:234 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-6 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing.
7-13:2x4 SIP M 30 WEBS 1 Row at midpt 5-13,6-13,7-13,7-11,8-10
REACTIONS. (lb/size) 2=1567/0-8-0,10=1453/0-8-0
Max Horz 2=399(LC 12)
Max Uplift 2=-1115(LC 12),10=-970(LC 12)
Max Grav 2=1675(LC 17),10=1557(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3406/2252,3-5=-3086/2036,5-6=-2188/1589,6-7=-2239/1799,7-8=-1470/1256,
9-10=-187/285
BOT CHORD 2-15=-2303/3345,13-15=-1804/2718,11-13=-848/1397,10-11=-809/1135
WEBS 3-15=-457/478,5-15=-269/587,5-13=-804/619,6-13=-405/493,7-13=-989/1441,
8-11=-56/606,8-1 0=-1 706/1216
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-11-6,Interior(1)1-11-6 to 25-9-0,Exterior(2)25-9-0
to 29-8-6,Interior(1)29-8-6 to 39-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=1115,10=970.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075214
76274 C1 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:29 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-I L9U D i PFG W IQ70EX4xVxpK292Ot9tDf rLGd U Kayr3c8
2-0-0 6-8-14 12-9-14 1%10-15 25-0-0 z6-6-01 32-10-4 39-6-0
2-0-0 6-8-14 6-1-1 6-1-1 6-1-1 1-6-0 6-4-4 6-7-12
Scale=1:71.1
5x6 =
5x6
5.00 12 7 8
6 23 T25
4x6 4x6
4 5 10
m
0
3
v
zz
2
�1
0
18 26 17 27 16 28 15 14 13 29 12 11
3x5
5x6 WB= 3x6 = 3x5 = 3x6 11
=
8-9-3 18-10-15 25-0-0 26-6-0, 32-10-4 39-6-0
8-9-3 10-1-12 6-1-1 1-6-0 6-4-4 6-7-12
Plate Offsets(X,Y)-- [2:0-0-10,Edge],[4:0-3-0,Edge],[7:0-3-0,0-2-4],[8:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.28 16-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.56 16-18 >846 240
BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.33 15-16 >999 240 Weight:254 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing.
OTHERS 2x4 SIP No.3 WEBS 1 Row at midpt 6-15,10-12
REACTIONS. (lb/size) 2=1567/0-8-0,11=1453/0-8-0
Max Horz 2=399(LC 12)
Max Uplift 2=-1115(LC 12),11=-970(LC 12)
Max Grav 2=1657(LC 17),11=1453(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3419/2319,3-5=-3223/2235,5-6=-2195/1703,6-7=-1427/1331,7-8=-1278/1326,
8-9=-1455/1360,9-10=-1191/1009,10-11=-1387/1233
BOT CHORD 2-18=-2387/3334,16-18=-1930/2692,15-16=-1489/2127,13-15=-932/1366,
12-13=-816/1054
WEBS 3-18=-377/416,5-18=-340/687,5-16=-754/595,6-16=-382/864,6-15=-1240/907,
7-15=-399/474,8-13=-240/301,9-13=-175/485,9-12=-707/723,10-12=-1014/1319
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-11-6,Interior(1)1-11-6 to 25-0-0,Exterior(2)25-0-0
to 32-1-1,Interior(1)32-1-1 to 39-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=1115,11=970.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075215
76274 D Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:30 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-EXjsQ1 Qt1 gtHlYpjeeOAMYbOsQCocgpcawM2sOyf3c7
2-0-0 5-8-12 9-0-0 16-8-2 24-2-8 31-8-14 39-5-0 41-5-0
2-0-0 5-8-12 3-3-4 7-8-2 7-6-6 7-6-6 7-8-2
Scale=1:73.1
3x4 11
5x6 — 4x5
3x8 — 5x6 WB = 4x8 — 5x6
5.00 12 4 24 255 6 7 8 26 27 9 10
3x4
3
23
22 m a
d>
2
yI1
0
18 17 16 15 14 13 12 11
3x5 — 3x8 5x8 MT18HS —3x4 3x10 = 4x6 — 3x4 11 4x8 = 3x6 11
9-0-0 16-8-2 24-2-8 31-8-14 39-5-0 41-5-0
9-0-0 7-8-2 7 6-6 7-6-6 7-8-2
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[4:0-3-0,0-24],[6:0-3-0,Edge],[9:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.38 15-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.73 15-16 >674 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.18 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.60 15-16 >826 240 Weight:218 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing.
OTHERS 2x4 SIP No.3 WEBS 1 Row at midpt 5-18,8-15,8-12
REACTIONS. (lb/size) 2=1638/0-8-0,11=1524/0-8-0
Max Horz 2=267(LC 12)
Max Uplift 2=-1175(LC 12),11=-1003(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3365/2873,3-4=-3132/2645,4-5=-2895/2528,5-7=-4092/3415,7-8=4092/3415,
8-9=-811/748,9-10=-869/745,10-11=-1541/1305
BOT CHORD 2-18=-2789/3071,16-18=-3371/4073,15-16=-3371/4073,13-15=-2512/3039,
12-13=-2512/3039
WEBS 3-18=-311/429,4-18=-657/911,5-18=-1406/1097,5-16=0/287,7-15=-388/448,
8-15=-941/1183,8-13=0/306,8-12=-2498/2057,10-12=-1220/1456
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=41ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 2-1-11,Interior(1)2-1-11 to 9-0-0,Exterior(2)9-0-0 to
14-10-5,Interior(1)14-10-5 to 39-5-0,Exterior(2)39-5-0 to 41-3-4 zone;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=1175,11=1003.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075216
76274 D1 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:31 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-ijH EdNQWo7?8M iOvBMXPul7bOgZJLCKmpa6bOSyf3c6
2-0-0 5-9-14 11-0-0 , 17-8-2 24-2-8 30-8-14 37-5-0 41-5-0
2-0-0 5-9-14 5-2-2 6-8-2 6-6-6 6-6-6 6-8-2 4-0-0
Scale=1:73.1
3x8 =
5x6 = 3x4 = 4x6 = 3x4 =
Sx6 =
5.00 12 4 25 26 5 6 7 8 27 28 9
A4X1
3x4 i
24 3
23 m
M
2
it
0
19 18 17 16 15 14 13 12 11
3x5 — 3x4 II 3x8 = 4x6 — 3x4 = 3x4 II 4x6 — 3x4 = 4x8 = 3x6 II
5-9-14 11-0-0 17-8-2 24-2-8 30-8-14 37-5-0 41-5-0
5-9-14 5-2-2 6-8-2 6-6-6 6-6-6 6-8-2 4-0-0
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[4:0-3-0,0-24],[6:0-3-0,Edge],[9:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.27 15-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.52 15-16 >957 240
BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.16 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.43 15-16 >999 240 Weight:228 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 44-13 oc bracing.
WEBS 1 Row at midpt 5-18,7-13,8-12
REACTIONS. (lb/size) 2=1638/0-8-0,11=1524/0-8-0
Max Horz 2=267(LC 12)
Max Uplift 2=-1175(LC 12),11=-1003(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3421/2871,3-4=-2950/2532,4-5=-2696/2441,5-7=-3378/2957,7-8=-2642/2358,
8-9=-1215/1174,9-10=-1344/1188,10-11=-1495/1355
BOT CHORD 2-19=-2777/3110,18-19=-2777/3110,16-18=-2809/3378,15-16=-2758/3340,
13-15=-2758/3340,12-13=-2209/2642
WEBS 3-18=-558/553,4-18=-574/818,5-18=-942/701,7-15=0/259,7-13=-866/680,
8-13=-351/632,8-12=-1765/1450,9-12=-62/300,10-12=-1260/1496
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=41ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 2-1-11,Interior(1)2-1-11 to 11-0-0,Exterior(2)11-0-0
to 16-10-5,Interior(1)16-10-5 to 37-5-0,Exterior(2)37-5-0 to 41-3-4 zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=1175,11=1003.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075217
76274 D2 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:32 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-AwrdrjR8YR7_sz6132eRzgi?DvU4dgv1 Er8wvyf3c5
2-0-0 6-9-14 13-0-0 20-6-4 27-10-12 35-5-0 41-5-0
2-0-0 6-9-14 6-2-2 7-6-4 74-8 7-6-4
Scale=1:74.4
5.00 12 5x8 3x4 II 4x6 = 3x4 = 5x8 =
5 24 25 6 7 8 26 27 9 28
3x4
4x6 � 5x6
423 10
3
m
N
22 of
A
2
q11
O
18 17 16 29 15 30 14 13 31 12 11
3x5 = 3x4 II 3x6 = 3x8 = 3x5 = 4x4 = 3x6 II
3x4 = 4x6 =
6-9-14 13-0-0 20-6-4 27-10-12 35-5-0 41-5-0
6-9-14 6-2-2 7-6-4 7-4-8 7-6-4 6-0-0
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[3:0-3-0,Edge],[5:0-5-4,0-2-4],[7:0-3-0,Edge],[9:0-54,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.22 15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.43 15-17 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.12 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.35 15 >999 240 Weight:226 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing.
WEBS 1 Row at midpt 9-13,10-12
REACTIONS. (lb/size) 2=1638/0-8-0,11=1524/0-8-0
Max Horz 2=267(LC 12)
Max Uplift 2=-1175(LC 12),11=-1003(LC 12)
Max Grav 2=1661(LC 17),11=1524(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 24=-3424/2814,4-5=-2797/2405,5-6=-2937/2636,6-8=-2937/2636,8-9=-2584/2353,
9-1 0=-1 637/1430,10-11=-1472/1358
BOT CHORD 2-18=-2710/3218,17-18=-2710/3218,15-17=-2122/2599,13-15=-2147/2584,
12-13=-1189/1442
WEBS 4-18=0/257,4-17=-695/654,5-17=-236/490,5-15=-463/667,6-15=-428/535,
8-15=-360/465,8-13=-705/739,9-13=-1184/1451,9-12=-573/631,10-12=-1301/1593
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=41ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 2-1-11,Interior(1)2-1-11 to 13-0-0,Exterior(2)13-0-0
to 18-10-5,Interior(1)18-10-5 to 35-5-0,Exterior(2)35-5-0 to 41-3-4 zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=1175,11=1003.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075218
76274 D3 HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:34 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-6lzNGPT042Ni D96UtU56WO12E1 c9YW HCVYKF?nyf3c3
8-0-0 13-8-10 20-8-6 2%5-0 , 33-4-12 39-6-0
8-0-0 5-8-10 6-11-12 5-8-10 6-11-12 6-14
Scale=1:68.2
5.00 12 5x8 3x4 = 5x6 WB = 3x4 = 5x6 =
2 3 4 20 5 21 6
19
6x8 18 P2 5x6
1 7
23
4x5
8
I
17 16 24 14 25 12 15 13 11 10 9
4x6 II 3x10 = 3x6 = 3x4 I 4x8 = 6x8 3x4
3x4 3x6
8-0-0 13-8-10 20-8-6 26-5-0 33-4-12 33- 12 39-6-0
8-0-0 5-8-10 6-11-12 5-8-10 6-11-12 0- -0 5-9-4
Plate Offsets(X,Y)-- [1:0-3-0,0-1-12],[2:04-8,0-2-0],[4:0-3-0,Edge],[6:0-3-0,0-24],[10:0-3-8,0-3-0],[14:0-1-14,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.43 15 >928 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.33 15-16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) -0.04 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:223 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-0-14 oc bracing.
1-17:2x4 SP M 30 WEBS 1 Row at midpt 3-16,5-11,7-11,1-16
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 17=1191/0-8-0,10=1711/0-8-0
Max Horz 17=-182(LC 10)
Max Uplift 17=-1212(LC 9),10=-1612(LC 9)
Max Grav 17=1283(LC 17),10=1711(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1456/2463,2-3=-1309/2390,3-5=-1672/2953,5-6=-1030/2024,6-7=-1177/2067,
7-8=-608/378,1-17=-1210/1993
BOT CHORD 15-16=-2538/1761,13-15=-2538/1761,11-13=-2538/1761,10-11=-279/646
WEBS 2-16=-441/282,3-16=-700/851,3-15=-288/310,5-13=-540/391,5-11=-1 034/1489,
6-11=-444/283,7-11=-2382/1397,7-1 0=-1 499/2488,1-16=-2113/1262,8-10=-353/825
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-2,Interior(1)4-1-2 to 8-0-0,Exterior(2)8-0-0 to
13-8-10,Interior(1)13-8-10 to 26-5-0,Exterior(2)26-5-0 to 32-0-1,Interior(1)32-0-1 to 39-4-4 zone;cantilever right exposed;porch
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
17=1212,10=1612.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075219
76274 D4 HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:35 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-aV WITIUOrMVZrJhhQBcL3blAIRupHwxLkC4pXEyf3c2
5-1-12 10-0-0 17-2-8 24-5-0 , 29-0-0 , 33 4-12 , 39-6-0
5-1-12 4-10-4 7-2-8 7-2-8 4-4-12 6-1-4
Scale=1:68.5
5x6 = 3x8 = 5x6 =
5.00 12
3 20 4 21 22 23 5
3x6 4x6
219 6 24 3x6
18 7 3x4
3x4 11
1 8 N
25
4x5
9
I
17 26 27 16 15 14 28 13 12 29 30 11 10
6x8 = 3x8 = 3x6 = 3x4 3x8 = 6x8 = 3x4 11
3x6 =
10-0-0 17-2-8 24-5-0 33-4-12 33- 12 39-6-0
10-0-0 7-2-8 7-2-8 8-11-12 0 -0 5-9-4
Plate Offsets(X,Y)-- [3:0-3-0,0-2-4],[5:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.61 16-17 >652 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.46 16-17 >865 240
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.06 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:238 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing.
WEBS 1 Row at midpt 4-16,4-13,2-17,6-11
REACTIONS. (lb/size) 17=1186/0-8-0,11=1716/0-8-0
Max Horz 17=-217(LC 10)
Max Uplift 17=-1197(LC 9),11=-1573(LC 9)
Max Grav 17=1285(LC 17),11=1716(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1422/2563,3-4=-1289/2439,4-5=-1082/2196,5-6=-1204/2282,6-8=-432/374,
8-9=-618/397,1-17=-157/277
BOT CHORD 16-17=-1604/1194,14-16=-2312/1577,13-14=-2312/1577,11-13=-1107/722
WEBS 2-16=-566/394,3-16=-613/289,4-16=-397/495,4-14=-387/308,4-13=-628/905,
5-13=-493/237,6-13=-1025/608,8-11=-353/466,2-17=-1401/2324,9-11=-393/848,
6-11=-1 512/2594
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-2,Interior(1)4-1-2 to 10-0-0,Exterior(2)10-0-0
to 15-7-1,Interior(1)15-7-1 to 24-5-0,Exterior(2)24-5-0 to 30-0-1,Interior(1)30-0-1 to 39-4-4 zone;cantilever right exposed;porch
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
17=1197,11=1573.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075220
76274 D5 HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:36 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-2 h47h5 U ecgd QTTGt_v7a bprKOrLBO RSVyspM 3gyf3c1
6-1-12 12-0-0 17-2-8 22-5-0 28-0-3 33-4-12 33 7-5 39-6-0
6-1-12 5-10-4 5-2-8 5-2-8 5-7-3 5-4-9 0-2-9
5-10-11
Scale=1:68.4
5x8 = 3x4 5x8 =
5.00 12 3 421 2223 24 5
3x4 3x4
2 6 3x6
20 7
5x6
4x5
1 8 ro
25
4x5
9
I
19 18 17 16 26 15 27 14 13 12 11 10
4x6 3x4 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x5 = 6x8 3x4 II
:A--I
12-0-0 17-2-8 22-5-0 28-0-3 33-4-12 33- 12 39-6-0
6-1-12 5-10-4 5-2-8 5-2-8 5-7-3 5-4-9 0- -0 5-9-4
Plate Offsets(X,Y)-- [1:0-2-0,0-1-12],[3:0-5-12,0-2-8],[5:0-5-12,0-2-8],[11:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.15 17-18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.10 15-17 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) -0.04 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:258 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing.
WEBS 1 Row at midpt 5-15,8-12,1-18
REACTIONS. (lb/size) 19=1191/0-8-0,11=1711/0-8-0
Max Horz 19=-251(LC 10)
Max Uplift 19=-1187(LC 9),11=-1530(LC 9)
Max Grav 19=1205(LC 17),11=1711(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1250/2265,2-3=-1305/2492,3-4=-1220/2544,4-5=-1220/2544,5-6=-1195/2342,
6-8=-950/1810,8-9=-661/407,1-19=-1148/2045
BOT CHORD 18-19=-259/273,17-18=-1889/1286,15-17=-1876/1286,14-15=-1731/1096,
12-14=-1428/822,11-12=-312/703
WEBS 2-18=-413/543,3-17=-390/194,3-15=-326/264,4-15=-316/395,5-15=-626/411,
6-14=-530/398,6-12=-611/906,8-12=-2364/1338,1-18=-2185/1198,9-11=-414/932,
8-11=-1 517/2543
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-2,Interior(1)4-1-2 to 12-0-0,Exterior(2)12-0-0
to 17-7-1,Interior(1)17-7-1 to 22-5-0,Exterior(2)22-5-0 to 28-0-3,Interior(1)28-0-3 to 39-4-4 zone;cantilever right exposed;porch
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
19=1187,11=1530.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075221
76274 D6 COMMON 6 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:37 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-XteWuRVGNzIH4dr3Ycep8ONXgEaAlt1 eB WZvc6yf3cO
7 4-1 14-0-4 20-8-8 27-4-12 33-0-8 33 f1 12 39-6-0
7-4-1 6-8-4 6-8 4 6_ _4
5-7-12 0-4 4
Scale=1:66.8
5x6 =
5.00 12
5
5x8 MT18HS G 21 22 3x10
3x4 3x6
3 4 6 7
\\ 3x4
3x4
8
2
23
20 45
9
' I
16 24 15 25 14 26 27 13 12 28 29 ll 10
3x4 = 4x6 = 3x4 = 3x4 = 6x8 = 3x4 II
4x8 — 3x6 =
8-10-1 17-0-4 20-8-8 24-4-12 33-4-12 33-$12 39-6-0
8-10-1 8-2-4 3-8 4 3-8-4 9-0-0 0-4-0 5-9-4
Plate Offsets(X,Y)-- [1:0-0-0,0-0-4],[3:0-4-0,Edge],[7:0-2-10,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.51 16-19 >790 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.29 16-19 >999 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) -0.08 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:211 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 2-9-13 oc bracing.
WEBS 1 Row at midpt 4-16,5-14,5-13,6-11
REACTIONS. (lb/size) 1=1191/0-8-0,11=1721/0-8-0
Max Horz 1=340(LC 11)
Max Uplift 1=-1190(LC 9),11=-1547(LC 9)
Max Grav 1=1279(LC 17),11=1721(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2687/4277,2-4=-2554/4257,4-5=-1666/2859,5-6=-1222/2196,6-8=-423/400,
8-9=-615/394
BOT CHORD 1-16=-3879/2681,14-16=-2652/1967,13-14=-1555/1232,11-13=-1332/964
WEBS 2-16=-412/535,4-16=-1486/796,4-14=-750/1094,5-14=-1592/1005,6-13=-629/468,
8-11=-377/486,9-11=-387/841,6-11=-1641/2685
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 20-8-8,Exterior(2)20-8-8
to 24-7-14,Interior(1)24-7-14 to 39-4-4 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=1190,11=1547.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075222
76274 D7 Roof Special 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:38 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-?4Cu5n Wv8Ht8inQG6K92hEwi0ex2UKJoQAIT8Zyf3c?
7-7-0 14-1-12 20-8-8 22-5-0 27-5-8 32-6-0 39-6-0
7-7-0 6-6-12 6-6-12 1-8-8 5-0-8 5-0-8 7-0-0
Scale=1:70.6
=
5.00 12 5x6
5 6x8 = 3x4 = 5x8 =
6 7 23 8
3x4
4x6 22 24
25 5x6
3 4
9
3x4
2 ro
21 N
1
VIA-
0 17 16 26 15 14 13 27 12 28 11 10
3x5 — 3x4 II 5x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x5 = 3x6 II
7-7-0 14-1-12 20-8-8 22-5-0 27-5-8 32-6-0 39-6-0
7-7-0 6-6-12 6-6-12 1-8-8 5-0-8 5-0-8 7-0-0
Plate Offsets(X,Y)-- [1:0-0-10,Edge],[3:0-3-0,Edge],[8:0-5-12,0-2-8],[16:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.26 12-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.48 12-14 >976 240
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.09 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.44 12-14 >999 240 Weight:250 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing.
WEBS 1 Row at midpt 4-15,8-12,9-10,9-11,5-15
REACTIONS. (lb/size) 1=1456/0-8-0,10=1456/0-8-0
Max Horz 1=318(LC 12)
Max Uplift 1=-934(LC 12),10=-975(LC 12)
Max Grav 1=1525(LC 17),10=1456(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3331/2384,2-4=-2641/1995,4-5=-1957/1671,5-6=-1858/1670,6-7=-1778/1598,
7-8=-1592/1491,8-9=-1229/1070,9-1 0=-1 388/1273
BOT CHORD 1-1 7=-2399/3190,16-17=-2399/3190,15-16=-1862/2490,14-15=-1377/1836,
12-14=-1260/1639,11-12=-842/1084
WEBS 2-17=-26/301,2-16=-769/673,4-16=-184/482,4-15=-881/654,6-14=-588/563,
7-14=-204/409,7-12=-612/588,8-12=-780/1037,8-11=-649/668,9-11=-1019/1336,
5-15=-761/1023
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 20-8-8,Exterior(2)20-8-8
to 22-5-0,Interior(1)22-5-0 to 32-6-0,Exterior(2)32-6-0 to 36-5-6,Interior(1)36-5-6 to 39-4-4 zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=934,10=975.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075223
76274 D8 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:39 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-TGmGJ6XXvb??Kw?Sf1 gH DRTyG2H9DoMxeg2Og?yf3c_
7-7-0 14-1-12 21-0-0 25-9-0 30-6-0 34-10-4 39-6-0
7-7-0 6-6-12 6-10-4 4-9-0 4-9-0 4 4-4 4-7-12
Scale=1:68.8
5.00 12 5x6 = 3x4 = 5x6 =
521 22 6 23 7
3x4 3x4
5x6 W13
20 8 24 25
3 q 3x4 11
9
3x4
2 O
19
1
0
15 14 26 13 27 12 28 11 29 30 10
3x5 — 3x4 11 5x6 = 3x8 = 4x6 = 3x8 = 6x8 =
7-7-0 14-1-12 21-0-0 30-6-0 39-6-0
7-7-0 6-6-12 6-104 9-6-0 9-0-0
Plate Offsets(X,Y)-- [1:0-0-10,Edge],[3:0-3-0,Edge],[5:0-3-0,0-2-4],[7:0-3-0,0-2-4],[14:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.23 11-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.40 11-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.10 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.25 14 >999 240 Weight:243 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing.
OTHERS 2x4 SIP No.3 WEBS 1 Row at midpt 4-13,6-11,8-10
REACTIONS. (lb/size) 1=1456/0-8-0,10=1456/0-8-0
Max Horz 1=318(LC 12)
Max Uplift 1=-934(LC 12),10=-975(LC 12)
Max Grav 1=1559(LC 17),10=1516(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3412/2441,2-4=-2741/2102,4-5=-1983/1678,5-6=-1796/1662,6-7=-1237/1220,
7-8=-1375/1269
BOT CHORD 1-15=-2485/3268,14-15=-2485/3268,13-14=-1985/2589,11-13=-1248/1629,
10-11=-722/849
WEBS 2-15=-10/293,2-14=-745/638,4-14=-232/505,4-13=-968/802,5-13=-266/454,
6-13=-278/493,6-11=-742/674,7-11=-212/356,8-11=-385/787,8-1 0=-1 537/1336
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 21-0-0,Exterior(2)21-0-0
to 26-7-1,Interior(1)26-7-1 to 30-6-0,Exterior(2)30-6-0 to 36-1-1,Interior(1)36-1-1 to 39-4-4 zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=934,10=975.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 ANSI7TPI1 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 TRAVASSOS
T18075224
76274 D9 Hip 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:40 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-xSKeWSX9gu7sx4aeDICW mf?2QSd0yg5tU naBRyf3bz
8-1-3 15-6-10 23-0-0 28-6-0 33-10 4 39-6-0
8-1-3 7-5-6 7-5-6 5-6-0 5-4-4 5-7-12
Scale=1:71.7
5x8 =
5.00 12 5x6 =
5 6
3x4
3x6
3x4 21 7
22 4
3 4x5
8
3x4
2 C6
20
1
0
16 15 14 23 13 1224 11 25 10 9
3x5
3x4 4x6 = 3x4 = 3x6 = 3x8 = 3x5 = 3x6 II
3x4 =
8-1-3 15-6-10 23-0-0 28-6-0 33-10-4 39-6-0
8-1-3 7-5-6 7-5-6 5-6-0 5-4-4 5-7-12
Plate Offsets(X,Y)-- [1:0-0-10,Edge],[5:0-5-4,0-2-4],[6:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.18 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.35 13-14 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.28 16-19 >999 240 Weight:247 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing.
WEBS 1 Row at midpt 2-14,4-13,5-11,8-10
REACTIONS. (lb/size) 1=1456/0-8-0,9=1456/0-8-0
Max Horz 1=318(LC 12)
Max Uplift 1=-934(LC 12),9=-975(LC 12)
Max Grav 1=1544(LC 17),9=1456(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3331/2388,2-4=-2574/1980,4-5=-1735/1538,5-6=-1229/1299,6-7=-1387/1346,
7-8=-1096/968,8-9=-1407/1286
BOT CHORD 1-1 6=-2428/3227,14-16=-2428/3227,13-14=-1849/2460,11-13=-1207/1645,
10-11=-798/974
WEBS 2-16=-6/323,2-14=-843/715,4-14=-238/575,4-13=-1092/857,5-13=-520/934,
5-11=-715/509,6-11=-202/337,7-11=-270/537,7-10=-761/772,8-1 0=-1 075/1314
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=40ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 23-0-0,Exterior(2)23-0-0
to 33-10-4,Interior(1)33-10-4 to 39-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=934,9=975.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075225
76274 G Hip 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:41 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-PfuOkoYnRCFjZE9gnSjllsYLRs?Hhl8E68X7ktyf3by
2-0-0 5-8-12 9-0-0 15-0-0 21-0-0 24-3-4 30-0-0 32-0-0
2-0-0 5-8-12 3-3-4 6-0-0 6-0-0 3-3 4 5-8-12 2-0-0
Scale=1:55.4
4x5 = 3x8 = 4x5 =
5.00 12 4 22 23 5 24 25 6
2x3 2x3 G
3 7
21 26
27
20
2 8
s Io
13 12 11 10
3x5 =
3x8 = 3x6 = 3x8 = 3x5 =
2x3 11
9-0-0 15-0-0 21-0-0 30-0-0
9-0-0 6-0-0 6-0-0 9-0-0
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[8:0-0-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.14 13-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.31 13-16 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.08 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.20 11 >999 240 Weight:145 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing.
WEBS 2x4 SIP No.3
REACTIONS. (lb/size) 2=1218/0-8-0,8=1218/0-8-0
Max Horz 2=173(LC 11)
Max Uplift 2=-903(LC 12),8=-903(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2303/1961,3-4=-2046/1740,4-5=-1871/1676,5-6=-1871/1676,6-7=-2046/1740,
7-8=-2303/1961
BOT CHORD 2-13=-1631/2092,11-13=-1631/2220,10-11=-1631/2220,8-10=-1672/2092
WEBS 3-13=-323/417,4-13=-378/557,5-13=-515/446,5-10=-515/446,6-10=-377/557,
7-10=-324/417
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-0-0,Exterior(2)9-0-0 to
13-2-15,Interior(1)13-2-15 to 21-0-0,Exterior(2)21-0-0 to 25-2-15,Interior(1)25-2-15 to 32-0-0 zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
2=903,8=903.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075226
76274 G1 Hip 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:42 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-trSPx8ZPCWOaBOk1 L9E_r45T3FMxQESNLoGgGKyf3bx
2-0-0 5-9-14 11-0-0 19-0-0 24-2-2 30-0-0 32-0-0
2-0-0 5-9-14 5-2-2 8-0-0 5-2-2 5-9-14 2-0-0
Scale=1:55.4
4x8 =
48 =
4 22 2324 25 5
5.00 12
3x4 21 26 3x4
3 6
27
v
20
2 7
6 ]o
13 12 11 10 9
3x4 = 2x3 II 3x4 = 3x6 = 3x8 = 2x3 3x4 =
5-9-14 11-0-0 19-0-0 24-2-2 30-0-0
5-9-14 5-2-2 8-0-0 5-2-2 5-9-14
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[4:0-5-4,0-2-4],[5:0-4-0,0-1-13],[7:0-1-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.11 10-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.26 10-12 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.16 10 >999 240 Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing.
WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 4-10
REACTIONS. (lb/size) 2=1218/0-8-0,7=1218/0-8-0
Max Horz 2=205(LC 11)
Max Uplift 2=-903(LC 12),7=-903(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2352/1911,3-4=-1881/1608,4-5=-1700/1580,5-6=-1881/1608,6-7=-2352/1911
BOT CHORD 2-13=-1588/2124,12-13=-1588/2124,10-12=-1149/1699,9-10=-1629/2124,
7-9=-1629/2124
WEBS 3-12=-527/490,4-12=-166/429,5-10=-147/429,6-10=-527/490
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-0-0,Exterior(2)11-0-0 to
15-2-15,Interior(1)15-2-15 to 19-0-0,Exterior(2)19-0-0 to 23-2-15,Interior(1)23-2-15 to 32-0-0 zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
2=903,7=903.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075227
76274 GR7 Monopitch Girder 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:43 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-L1?n9Ua1 zpW RoY1 DutIDOHdjgfdv9eXXZSOEomyf3bw
3-8-2 7-0-0
3-8-2 3-3-14
3x4 11 Scale=1:19.4
3
5.00 12
4x5
2
1
4
NAILED 3x10 11 HUS26
44 = HUS26 6x8 =
3-8-2 7-0-0
3-8-2 3-3-14
Plate Offsets(X,Y)-- [1:0-2-5,Edge),[4:Edge,0-4-0)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.04 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.05 5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:38 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins,
BOT CHORD 2x6 SIP No.2 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing.
REACTIONS. (lb/size) 1=933/0-8-0,4=1301/Mechanical
Max Horz 1=180(LC 21)
Max Uplift 1=-597(LC 8),4=-928(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1976/1278
BOT CHORD 1-5=-1303/1813,4-5=-1303/1813
WEBS 2-5=-922/1413,2-4=-2001/1438
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=597,4=928.
6)Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent at 3-8-12 from the left end to connect
truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down.
7)Use USP HUS26(With 14-16d nails into Girder&4-16d nails into Truss)or equivalent at 5-8-12 from the left end to connect
truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down.
8)Fill all nail holes where hanger is in contact with lumber.
9)"NAILED"indicates 3-1 Old(0.148"x3")or 3-12d(0.148"x3.25)toe-nails per NDS guidlines.
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,1-4=-20
Concentrated Loads(lb)
Vert:5=-1015(F)8=-163(F)9=-550(F) Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075228
76274 GRA Half Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:45 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-IQ7XZAbl URm82rScOI nhTijwrTG6d Rpq 1 IVLtfyf3bu
2-0-0 5-0-0 11-10-15 18-8-3 25-7-2
2-0-0 5-0-0 6-10-15 6-9-3 6-10-15
Scale=1:46.4
4x6 = 3x4 = 5x6 WB= 3x4 = 4x8 =
5.00 12 3 1516 17 18 4 19 5 2021 22 6 23 24 25 267
2
�1
11 27 28 29 10 30 31 32 9 33 34 35 368
3x6 = 3x4 = 5x8 MT18HS = 4x10 = 4x6 11
5-0-0i 11-10-15 18-8-3 25-7-2
5-0-0 6-10-15 6-9-3 6-10-15
Plate Offsets(X,Y)-- [2:0-6-10,0-0-8],[5:0-3-0,Edge],[8:Edge,0-3-8],[9:0-3-8,0-2-0],[10:04-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip COL 1.25 TC 0.80 Vert(LL) -0.29 9-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.56 9-10 >541 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.10 8 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.49 9-10 >626 240 Weight:122 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing.
4-11,6-10,7-9:2x4 SP M 30 WEBS 1 Row at midpt 7-9
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 8=1546/0-3-8,2=1527/0-8-0
Max Horz 2=212(LC 25)
Max Uplift 8=-1081(LC 5),2=-1142(LC 8)
Max Grav 8=1546(LC 1),2=1555(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3338/2111,3-4=-3118/2024,4-6=-4652/3191,6-7=-3687/2549,7-8=-1407/1077
BOT CHORD 2-11=-1 997/3056,10-11=-3201/4655,9-10=-2549/3687
WEBS 3-11=-407/916,4-11=-1 784/1233,6-10=-712/1055,6-9=-873/804,7-9=-2584/3743
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.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 lb uplift at joint(s)except Qt=lb)
8=1081,2=1142.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)164 lb down and 248 lb up at
5-0-0,120 lb down and 127 lb up at 7-0-12,118 lb down and 127 lb up at 9-0-12,118 lb down and 127 lb up at 11-0-12,118 lb
down and 127 lb up at 13-0-12,118 lb down and 127 lb up at 15-0-12,125 lb down and 127 lb up at 17-0-12,127 lb down and 127
lb up at 19-0-12,127 lb down and 127 lb up at 21-0-12,and 127 lb down and 127 lb up at 23-0-12,and 108 lb down and 122 lb up
at 25-0-12 on top chord,and 325 lb down and 87 lb up at 5-0-0,51 lb down and 16 lb up at 7-0-12,51 lb down and 16 lb up at
9-0-12,51 lb down and 16 lb up at 11-0-12,51 lb down and 16 lb up at 13-0-12,51 lb down and 16 lb up at 15-0-12,51 lb down
and 16 lb up at 17-0-12,51 lb down and 16 lb up at 19-0-12,51 lb down and 16 lb up at 21-0-12,and 51 lb down and 16 lb up at
23-0-12,and 58 lb down and 15 lb up at 25-0-12 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. Walter P.Finn PE No.22839
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
LOAD CASE(S) Standard Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075228
76274 GRA Half Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:45 2019 Page 2
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-IQ7XZAbl URm82rSc0I nhTijwrTG6d Rpq 1 IVLtfyf3bu
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-7=-54,8-12=-20
Concentrated Loads(lb)
Vert:3=-67(B)5=-53(B)11=-124(B)15=-53(B)17=-53(B)18=-53(B)19=-53(B)22=-53(B)23=-53(B)24=-53(B)25=-53(B)26=-70(B)27=-33(B)28=-33(B)
29=-33(B)30=-33(B)31=-33(B)32=-33(B)33=-33(B)34=-33(B)35=-33(B)36=-40(B)
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075229
76274 GRB Half Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:47 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-EoFI_sdY020sH9c_7jg9Y7oHwGyN5ML7U3_RxXyf3bs
2-0-0 3-9-14 7-0-0 13-5-6 19-9-0 26-2-6
2-0-0 3-9-14 3-2-2 6-5-6 6-3-10 6-5-6
Scale=1:47.4
5x8 MT18HS =
3x4 = 4x6 = 3x8 = 3x4 =
5.00 12 3 16 17 18 194 5 20 21 22 6 23 24 25 7
2
Of
12 26 27 11 2810 29 30 31 9 32 33 34 8
3x8 = 2x3 II 5x6 WB = 3x4 = 6x8 =
3x4 =
3-9-14 7-0-0 13-5-6 19-9-0 26-2-6
3-9-14 3-2-2 6-5-6 6-3-10 6-5-6
Plate Offsets(X,Y)-- [2:0-8-0,0-0-10],[3:0-5-4,0-2-4],[5:0-3-0,Edge],[6:0-3-8,0-1-8],[7:Edge,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip COL 1.25 TC 0.76 Vert(LL) 0.41 10-12 >757 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.48 10-12 >652 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.14 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:129 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins,
3-5:2x4 SP M 31 except end verticals.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing.
WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 4-9
OTHERS 2x4 SIP No.3 2 Rows at 1/3 pts 6-8
REACTIONS. (lb/size) 8=2072/0-3-8,2=1933/0-8-0
Max Horz 2=264(LC 8)
Max Uplift 8=-1503(LC 5),2=-1462(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4127/2857,3-4=-4760/3439,4-6=-3529/2543,7-8=-302/330
BOT CHORD 2-12=-2707/3748,10-12=-2714/3774,9-10=-3439/4760,8-9=-2543/3529
WEBS 3-12=-152/673,3-10=-821/1085,4-1 0=-1 35/347,4-9=-1360/996,6-9=-405/988,
6-8=-3807/2741
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=26ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
8=1503,2=1462.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 364 lb up at
7-0-0,146 lb down and 189 lb up at 9-0-12,146 lb down and 189 lb up at 11-0-12,146 lb down and 189 lb up at 13-0-12,146 lb
down and 189 lb up at 15-0-12,148 lb down and 189 lb up at 17-0-12,155 lb down and 189 lb up at 19-0-12,155 lb down and 189
lb up at 21-0-12,and 155 lb down and 189 lb up at 23-0-12,and 154 lb down and 189 lb up at 25-0-12 on top chord,and 408 lb
down and 207 lb up at 7-0-0,84 lb down and 24 lb up at 9-0-12,84 lb down and 24 lb up at 11-0-12,84 lb down and 24 lb up at
13-0-12,84 lb down and 24 lb up at 15-0-12,84 lb down and 24 lb up at 17-0-12,84 lb down and 24 lb up at 19-0-12,84 lb down
and 24 lb up at 21-0-12,and 84 lb down and 24 lb up at 23-0-12,and 84 lb down and 24 lb up at 25-0-12 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
Walter P.Finn PE No.22839
LOAD CASE(S) Standard MiTek USA,Inc.FL Cart 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075229
76274 GRB Half Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:47 2019 Page 2
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-EoFI_sdY020sH9c_7jg9Y7oHwGyN5ML7U3_RxXyf3bs
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-3=-54,3-7=-54,8-13=-20
Concentrated Loads(lb)
Vert:3=-157(F)5=-106(F)12=-308(F)17=-106(F)18=-106(F)19=-106(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-106(F)26=-61(F)27=-61(F)
28=-61(F)29=-61(F)30=-61(F)31=-61(F)32=-61(F)33=-61(F)34=-61(F)
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075230
76274 GRID Half Hip Girder 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:52 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-am2B 1 Zhhrae9OwVywGPKFBV9sHkhmenseLhCdlyf3bn
2-0-0 3-9-14 , 7-0-0 , 12-0 4 , 16-10-12 , 21-9-4 , 26-7-12 , 31-6-4 , 36 4-12 , 41-5-0
2-0-0 3_ _14
3-2-2 4-10-8 4-10-8 4-10-8 4-10-8 4-10-8 5-0-4
Scale=1:72.8
NAILED
5x8 MT18HS = 3x8 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
5.00 12 5x8 MT18HS = NAILED 3x8 = 4x6 —NAILED NAILED 4x12 NAILED
4 5 27 6 28 7 29 8 30 31 9 32 10 11 33 3435 12 36 37 13
3
2
if
0
24 23 22 20 19 18 16 15 14
21 38 39 40 41 42 17 43 44 45 46 47 6x8 =
4x5 = 4x4 = 5x8 MT18HS = NAILED NAILED 4x8 = 7x8 WB = 4x12 = NAILED NAILED NAILED
4x10 = HUS26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
3-9-14 7-0-0 12-0-4 16-10-12 21-9-4 26-7-12 31-6-4 36-4-12 41-5-0
3-9-14 3-2-2 5-0-4 4-10-8 4-10-8 4-10-8 4-10-8 4-10-8 5-0-4
Plate Offsets(X,Y)-- [2:0-3-1,0-0-2],[4:0-6-0,0-2-8],[7:0-4-0,Edge],[10:0-3-0,Edge],[14:Edge,0-4-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.52 19 >948 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.96 19-20 >515 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.13 14 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.88 19-20 >565 240 Weight:510 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins,
BOT CHORD 2x6 SIP 240OF 2.0E except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 14=2820/0-8-0,2=2996/0-8-0
Max Horz 2=264(LC 24)
Max Uplift 14=-2134(LC 8),2=-2202(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-6985/4820,3-4=-6972/4914,4-5=-10153/7254,5-6=-10153/7254,6-8=-12517/9003,
8-9=-12517/9003,9-11=-8485/6167,11-12=-8485/6167
BOT CHORD 2-24=-4564/6424,23-24=-4564/6424,22-23=-4583/6432,20-22=-9231/12865,
19-20=-9231/12865,18-19=-8154/11288,16-18=-8154/11288,15-16=-3407/4596,
14-15=-3407/4596
WEBS 3-23=-315/231,4-23=-121/330,4-22=-3078/4290,5-22=-262/323,6-22=-3150/2296,
6-20=-864/1384,6-19=-405/332,8-19=-514/556,9-19=-987/1427,9-18=-95/493,
9-16=-3255/2308,11-16=-493/530,12-16=-3205/4517,12-14=-5293/3917
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=41ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)All plates are 3x4 MT20 unless otherwise indicated.
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 lb uplift at joint(s)except Qt=lb)
14=2134,2=2202. Walter P.Finn PE No.22839
10) Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent at 15-7-14 from the left end to connect MiTek USA,Inc.FL Cart 6634
truss(es)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610
11) Fill all nail holes where hanger is in contact with lumber. Date:
12)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. September 10,2019
Continued on page 2
A WARNING-Verily 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 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 Qty Ply TRAVASSOS
T18075230
76274 GIRD Half Hip Girder 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:52 2019 Page 2
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-am2B 1 Zhhrae9OwVywGPKFBV9sHkhmenseLhCdlyf3bn
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,4-13=-54,2-14=-20
Concentrated Loads(lb)
Vert:13=10(B)14=9(B)8=-106(B)19=-61(B)11=-106(B)16=-61(B)10=-106(B)17=-61(B)28=-106(B)29=-106(B)30=-106(B)31=-106(B)32=-106(B)33=-106(B)
35=17(13)36=17(13)37=17(13)38=-1281(B)39=-61(13)40=-61(13)41=-61(13)42=-61(13)43=-61(13)44=-61(B)45=20(B)46=20(B)47=20(B)
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075231
76274 GRE HIP GIRDER 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:57 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-xks45G I pg7G RU h Nvj p?VyEC?91 K?Ryl bnd Pz lyyf3bi
2-0-0 5-0-0 9-10-8 14-7-4 19-4-0 24-0-12 28-9-8 33-8-0 38-8-0 40-8-0
2-0-0 5-0-0 4-10-8 4-8-12 4-8-12 4-8-12 4-8-12 4-10-8
Scale=1:69.5
5x8 MT18HS =
5x8 MT18HS =
5.00 12 3x4 3x10 = 5x8 MT18HS = 3x10 = 3x4
3 26 27 4 28 29 5 30 31 32 67 33 34 835 36 37 9 38 39 10
N
2 11 N
01 12Io
21 40 41 20 42 19 43 18 44 45 17 46 16 47 1548 1449 50 51 13
4x8 — 3x4 II 5x8 — 6x8 — 3x4 II 4x8 = 3x4 II 6x8 — 5x8 = 3x4 II 4x8 —
5-0-0 9-10-8 14-7-4 19-4-0 24-0-12 28-9-8 33-8-0 38-8-0
5-0-0 4-10-8 4-8-12 4-8-12 4-8-12 4-8-12 4-10-8 5-0-0
Plate Offsets(X,Y)-- [3:0-5-12,0-2-8],[6:0-0-0,0-1-12],[6:0-4-0,Edge],[7:0-1-12,0-0-0],[10:0-5-12,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 1.67 17 >278 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.08 17 >432 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) -0.25 11 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:431 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=2338/0-5-4,11=2337/0-5-4
Max Horz 2=-120(LC 6)
Max Uplift 2=-3222(LC 8),11=-3221(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5439/7418,3-4=-8308/11382,4-5=-8308/11382,5-7=-10984/15016,
7-8=-10984/15016,8-9=-8303/11376,9-10=-8303/11376,10-11=-5436/7415
BOT CHORD 2-21=-6681/4992,20-21=-6721/5016,18-20=-13918/10333,17-18=-13918/10333,
16-17=-13906/10324,14-16=-13906/10324,13-14=-6718/5014,11-13=-6677/4989
WEBS 3-21=-584/431,3-20=-4822/3603,4-20=-405/456,5-20=-2213/2997,5-18=-354/314,
5-17=-986/723,7-17=-418/482,8-17=-1003/733,8-16=-354/314,8-14=-2208/2990,
9-14=-406/459,10-14=-4819/3601,10-13=-584/431
NOTES-
1)2-ply truss to be connected together with 1 Old(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=39ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch 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)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 lb uplift at joint(s)except Qt=1b)
2=3222,11=3221.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Oty Ply TRAVASSOS
T18075231
76274 GRE HIP GIRDER 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:57 2019 Page 2
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-xks45G I pg7G RU h Nvj p?VyEC?91 K?Ryl bnd Pz lyyf3bi
NOTES-
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)117 lb down and 298 lb up at 5-0-0,68 lb down and 148 lb up at
7-0-12,68 lb down and 148 lb up at 9-0-12,68 lb down and 148 lb up at 11-0-12,68 lb down and 148 lb up at 13-0-12,68 lb down and 148 lb up at 15-0-12,68 lb down
and 148 lb up at 17-0-12,68 lb down and 148 lb up at 19-0-12,68 lb down and 148 lb up at 19-7-4,68 lb down and 148 lb up at 21-7-4,68 lb down and 148 lb up at
23-7-4,68 lb down and 148 lb up at 25-7-4,68 lb down and 148 lb up at 27-7-4,68 lb down and 148 lb up at 29-7-4,and 68 lb down and 148 lb up at 31-7-4,and 117 lb
down and 298 lb up at 33-8-0 on top chord,and 121 lb down and 229 lb up at 5-0-0,43 lb down and 59 lb up at 7-0-12,43 lb down and 59 lb up at 9-0-12,43 lb down
and 59 lb up at 11-0-12,43 lb down and 59 lb up at 13-0-12,43 lb down and 59 lb up at 15-0-12,43 lb down and 59 lb up at 17-0-12,43 lb down and 59 lb up at
19-0-12,43 lb down and 59 lb up at 19-7-4,43 lb down and 59 lb up at 21-7-4,43 lb down and 59 lb up at 23-7-4,43 lb down and 59 lb up at 25-7-4,43 lb down and 59
lb up at 27-7-4,43 lb down and 59 lb up at 29-7-4,and 43 lb down and 59 lb up at 31-7-4,and 121 lb down and 229 lb up at 33-7-4 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-10=-54,10-12=-54,2-11=-20
Concentrated Loads(lb)
Vert:3=-70(B)6=-56(B)10=-70(B)21=-121(B)17=-61(B)7=-56(B)13=-121(B)26=-56(B)27=-56(B)28=-56(B)29=-56(B)30=-56(B)32=-56(B)33=-56(B)
35=-56(B)36=-56(B)37=-56(B)38=-56(B)39=-56(B)40=-31(B)41=-31(B)42=-31(B)43=-31(B)44=-31(B)45=-31(13)46=-31(13)47=-31(B)48=-31(B)49=-31(B)
50=-31(B)51=-31(B)
A 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 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 Qty Ply TRAVASSOS
T18075232
76274 GRG Hip Girder 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:59 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyr7Y?-t6zgVym4BkX9j?XlgE 1 z1 fl I b652vtquFxu4Mryf3bg
2-0-0 3-9-14 7-0-0 12 4-9 17-7-7 23-0-0 26-2-2 30-0-0 32-0-0
2-0-0 3-9-14 3-2-2 5-4-9 5-2-13 3-9-14 2-0-0
Scale=1:55.4
5x6 =
3x8 = 3x4 = 5x6
5.00 12 3 20 21 4 22 23 24 25 26 5 27 28 6
M
M
2 7
0]1 B ]o
13 29 30 12 31 11 32 33 10 34 35 9
4x8 = 4x4 5x8 MT18HS = 3x4 = 4x4 4x8 =
2x3 11
3-9-14 7-0-0 12 4-9 17-7-7 23-0-0 26-2-2 30-0-0
3-9-14 3-2-2 5-4-9 5-2-13 5-4-9 3-2-2 3-9-14
Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-3-12,0-2-8],[6:0-3-12,0-2-8],[7:0-0-0,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.61 10-12 >588 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.70 10-12 >514 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.18 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:139 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins.
BOT CHORD 2x4 SIP M 31 BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing.
WEBS 2x4 SIP No.3 WEBS 1 Row at midpt 4-13,5-9
REACTIONS. (lb/size) 2=2268/0-8-0,7=2268/0-8-0
Max Horz 2=-142(LC 23)
Max Uplift 2=-1706(LC 8),7=-1707(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4962/3473,3-4=-4582/3310,4-5=-6093/4415,5-6=-4583/3311,6-7=-4963/3473
BOT CHORD 2-13=-3008/4516,12-13=-4153/6095,10-12=-4153/6095,9-10=-4151/6093,
7-9=-3008/4516
WEBS 3-13=-778/1381,4-13=-1817/1275,4-12=-4/430,5-10=-7/430,5-9=-1815/1272,
6-9=-777/1381
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=30ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.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 lb uplift at joint(s)except Qt=lb)
2=1706,7=1707.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 366 lb up at
7-0-0,146 lb down and 189 lb up at 9-0-12,146 lb down and 189 lb up at 11-0-12,146 lb down and 189 lb up at 13-0-12,146 lb
down and 189 lb up at 15-0-0,146 lb down and 189 lb up at 16-11-4,146 lb down and 189 lb up at 18-11-4,and 146 lb down and
189 lb up at 20-11-4,and 222 lb down and 366 lb up at 23-0-0 on top chord,and 408 lb down and 207 lb up at 7-0-0,84 lb down
and 24 lb up at 9-0-12,84 lb down and 24 lb up at 11-0-12,84 lb down and 24 lb up at 13-0-12,84 lb down and 24 lb up at 15-0-0,
84 lb down and 24 lb up at 16-11-4,84 lb down and 24 lb up at 18-11-4,and 84 lb down and 24 lb up at 20-11-4,and 408 lb down
and 207 lb up at 22-11-4 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 Walter P.Finn PE No.22839
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cart 6634
Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610
Vert:1-3=-54,3-6=-54,6-8=-54,14-17=-20 Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075232
76274 GRG Hip Girder 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:06:59 2019 Page 2
ID:93PAwuOUJJUFU6s8XmuvyAyr7Y?-t6zgVym4BkX9j?XlgE 1 z1 fl I b652vtquFxu4Mryf3bg
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-157(F)6=-157(F)13=-308(F)9=-308(F)20=-106(F)21=-106(F)22=-106(F)24=-106(F)26=-106(F)27=-106(F)28=-106(F)29=-61(F)30=-61(F)31=-61(F)
32=-61(F)33=-61(F)34=-61(F)35=-61(F)
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075233
76274 GRK HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:04 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-E4njZggCOG9SgmPFdnd8kj?B17oia36dODbr22yf3bb
2-0-0 5-0-0 10-0-10 14-11-7 19-10-5 24-9-3 , 29-8-0 , 34-8-10
2-0-0 5-0-0 5-0-10 4-10-14 4-10-14 4-10-14 4-10-14 5-0-10
Scale=1:61.8
5x8 MT18HS = 2x3 11
5.00 12 2x3 11 3x8 = 5x8 MT18HS WB = 4x8 = 2x3 3x8 =
3 23 24 4 25 26 5 272829 630 7 31 32 8 33 34 359 36 37 38 10
2
01
19 39 40 18 41 17 42 16 43 44 15 45 14 46 13 47 48 12 49 50 51 11
3x6 = 2x3 5x8 MT18HS = 2x3 3x8 = 4x6 = 2x3 11 4x12 = 3x6
48 =
5-0-0 10-0-10 14-11-7 19-10-5 24-9-3 29-8-0 34-8-10
5-0-0 10-10 4-10-14 4-10-14 4-10-14 4-10-14 5-0-10
Plate Offsets(X,Y)-- [3:0-5-12,0-2-8],[6:04-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 1.20 15-16 >344 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.77 15-16 >537 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) -0.20 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:344 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 11=2107/0-8-0,2=2066/0-5-4
Max Horz 2=212(LC 25)
Max Uplift 11=-2862(LC 8),2=-2842(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4545/6158,3-4=-6899/9422,4-5=-6899/9422,5-7=-8142/11060,7-8=-8142/11060,
8-9=-4123/5590,9-10=-4123/5590,10-11=-1 989/2658
BOT CHORD 2-19=-5725/4147,18-19=-5754/4163,16-18=-11120/8172,1 5-1 6=-1 1 1 20/8 1 72,
13-15=-9206/6785,12-13=-9206/6785
WEBS 3-19=-443/350,3-18=-3980/3002,4-18=435/494,5-18=-1396/1851,5-16=-316/299,
7-15=-405/460,8-15=-2022/1480,8-13=-315/296,8-12=-2903/3942,9-12=-426/484,
10-12=-5966/4400
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=35ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch 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)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 lb uplift at joint(s)except Qt=lb)
11=2862,2=2842.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075233
76274 GRK HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:04 2019 Page 2
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-E4njZggCOG9SgmPFdnd8kj?B17oia36dODbr22yf3bb
NOTES-
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)117 lb down and 296 lb up at 5-0-0,68 lb down and 148 lb up at
7-0-12,68 lb down and 148 lb up at 9-0-12,68 lb down and 148 lb up at 11-0-12,68 lb down and 148 lb up at 13-0-12,68 lb down and 148 lb up at 15-0-12,68 lb down
and 148 lb up at 17-0-12,68 lb down and 148 lb up at 19-0-12,68 lb down and 148 lb up at 21-0-12,68 lb down and 148 lb up at 23-0-12,68 lb down and 148 lb up at
25-0-12,68 lb down and 148 lb up at 27-0-12,68 lb down and 148 lb up at 29-0-12,68 lb down and 148 lb up at 31-0-12,and 68 lb down and 148 lb up at 33-0-12,and
68 lb down and 145 lb up at 33-11-6 on top chord,and 121 lb down and 229 lb up at 5-0-0,43 lb down and 59 lb up at 7-0-12,43 lb down and 59 lb up at 9-0-12,43 lb
down and 59 lb up at 11-0-12,43 lb down and 59 lb up at 13-0-12,43 lb down and 59 lb up at 15-0-12,43 lb down and 59 lb up at 17-0-12,43 lb down and 59 lb up at
19-0-12,43 lb down and 59 lb up at 21-0-12,43 lb down and 59 lb up at 23-0-12,43 lb down and 59 lb up at 25-0-12,43 lb down and 59 lb up at 27-0-12,43 lb down
and 59 lb up at 29-0-12,43 lb down and 59 lb up at 31-0-12,and 43 lb down and 59 lb up at 33-0-12,and 51 lb down and 68 lb up at 33-11-6 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-10=-54,11-20=-20
Concentrated Loads(lb)
Vert:3=-70(F)19=-121(F)5=-56(F)16=-31(F)13=-31(F)8=-56(F)23=-56(F)24=-56(F)25=-56(F)26=-56(F)29=-56(F)30=-56(F)31=-56(F)32=-56(F)34=-56(F)
35=-56(F)36=-56(F)37=-56(F)38=-66(F)39=-31(F)40=-31(F)41=-31(F)42=-31(F)43=-31(F)44=-31(F)45=-31(F)46=-31(F)47=-31(F)48=-31(F)49=-31(F)
50=-31(F)51=-34(F)
A 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 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 Qty Ply TRAVASSOS
T18075234
76274 GIRL Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:06 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-ASuTzLsTYuPA34Ze1Cfcp84e?xZu28nwsX4y6xyf3bZ
2-0-0 3-9-14 7-0-0 8-7-2 , 11-9-4 15-7-2
3-9-14 3-2-2 1-7-2 3-2-2 3-9-14
Scale=1:28.7
4x4 =
4x4 =
4 5
5.00 12 3x4 3x4
3 6
?
M
7
2F Fri
I�
1 11 10 93x4 = 8
2x3 II 3x4 = 2x3 II 3x5 =
3x4 = 2x3
3-9-14 7-0-0 11-9-4 15-7-2-2-3-9-14 3-2-2 1-7-2 32 3-9-14
Plate Offsets(X,Y)-- [7:0-5-2,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.09 9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.11 8-9 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:75 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-14 oc bracing.
WEBS 2x4 SIP No.3
REACTIONS. (lb/size) 7=1035/Mechanical,2=1157/0-8-0
Max Horz 2=129(LC 24)
Max Uplift 7=-718(LC 8),2=-920(LC 8)
Max Grav 7=1040(LC 30),2=1157(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2294/1523,3-4=-2075/1464,4-5=-1923/1400,5-6=-2076/1467,6-7=-2321/1615
BOT CHORD 2-11=-1335/2141,10-11=-1335/2141,9-10=-1216/1922,8-9=-1431/2121,7-8=-1431/2121
WEBS 3-10=-352/232,4-10=-251/553,5-9=-267/558,6-9=-399/340
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
7=718,2=920.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 362 lb up at
7-0-0,and 222 lb down and 362 lb up at 8-7-2 on top chord,and 408 lb down and 207 lb up at 7-0-0,and 408 lb down and 207 lb
up at 8-6-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,4-5=-54,5-7=-54,13-16=-20
Concentrated Loads(lb)
Vert:4=-157(B)5=-157(B)10=-308(B)9=-308(B) Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075235
76274 J1 Jack-Open 16 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:08 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-6rOEO1 tj4VfulOj 1 sdi4uZApTklj W4BCJgZ2Bpyf3bX
-2-0-0 1-0-0
2-0-0 1-0-0
Scale=1:8.2
3
5.00 12 2
d
><
0
0
v
0
4
><
3x4 =
1-0-0
1-0-0
Plate Offsets(X,Y)-- [2:0-1-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=-25/Mechanical,2=254/0-8-0,4=-47/Mechanical
Max Horz 2=106(LC 12)
Max Uplift 3=-25(LC 1),2=-402(LC 12),4=-47(LC 1)
Max Grav 3=67(LC 12),2=254(LC 1),4=112(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb)
2=402.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075236
76274 J3 Jack-Open 16 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:08 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-6rOE01 tj4Vfu IOj 1 sdi4uZApTkHu W4BCJgZ2Bpyf3bX
-2-0-0 3-0-0
2-0-0 3-0-0
Scale=1:12.4
3
5.00 12
9
r
0
N
2
8 4
1
3x4 =
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-0-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.00 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) -0.01 4-7 >999 240 Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=51/Mechanical,2=253/0-8-0,4=21/Mechanical
Max Horz 2=157(LC 12)
Max Uplift 3=41(LC 9),2=-300(LC 12)
Max Grav 3=55(LC 17),2=253(LC 1),4=47(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,1nterior(1)1-0-0 to 2-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)
2=300.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075237
76274 J5 Jack-Open 24 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:09 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-b1 accNuLrpnkwYI DQKDJ Rmi_C8V3FXRMYUJcjGyr3bW
-2-0-0 5-0-0
2-0-0 5-0-0
Scale=1:16.4
3
5.00 12
8
2
4
1
3x4
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.02 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.05 4-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Wind(LL) 0.06 4-7 >962 240 Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=107/Mechanical,2=313/0-8-0,4=53/Mechanical
Max Horz 2=21 O(LC 12)
Max Uplift 3=-111(LC 12),2=-309(LC 12),4=-1(LC 9)
Max Grav 3=111(LC 17),2=313(LC 1),4=86(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,1nterior(1)1-0-0 to 4-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)
3=111,2=309.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075238
76274 J7 Jack-Open 39 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:10 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-3 E8_pjvzc6vbYhtP_2 kY_F F UYwk_hV n 829Fiyf3 bV
2-0-0 7-0-0
2-0-0 7-0-0
Scale=1:20.4
3
5.00 12
o d?
9 M
0
N
8
2
1
3x4 = 4
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-1-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.17 4-7 >488 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.16 4-7 >533 240 Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=160/Mechanical,2=380/0-8-0,4=81/Mechanical
Max Horz 2=262(LC 12)
Max Uplift 3=-173(LC 12),2=-335(LC 12),4=-4(LC 12)
Max Grav 3=164(LC 17),2=380(LC 1),4=124(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,1nterior(1)1-0-0 to 6-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)
3=173,2=335.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075239
76274 JA5 Jack-Open 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:10 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-3 E8_pjvzc6vbYhtP_2 kY_F9iYoW_h Vn829Fiyf3bV
5-0-0
5-0-0
Scale=1:14.9
2
5.00 12
7
O N
O
N
1
3
3x4 =
ADEQUATE
SUPPORT
REQUIRED.
5-0-0
5-0-0
Plate Offsets(X,Y)-- [1:0-1-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.03 3-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.07 3-6 >902 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.08 3-6 >738 240 Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=183/Mechanical,2=118/Mechanical,3=65/Mechanical
Max Horz 1=129(LC 12)
Max Uplift 1=-92(LC 12),2=-131(LC 12),3=-17(LC 12)
Max Grav 1=183(LC 1),2=120(LC 17),3=89(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3 except Qt=lb)
2=131.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075240
76274 JE1 JACK-OPEN 6 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:11 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-XQiM 13vbNQ1 S9rRbXIFnWBoKiyJ MjRwr?oojo8yf3bU
-2-0-0 1-0-0
2-0-0 1-0-0
Scale=1:8.2
3
5.00 12 2
d
0
0
v
0
4
1
3x4
1-0-o
1-0-0
Plate Offsets(X,Y)-- [2:0-0-2,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=-25/Mechanical,2=254/0-5-4,4=-47/Mechanical
Max Horz 2=106(LC 12)
Max Uplift 3=-25(LC 1),2=-425(LC 12),4=-47(LC 1)
Max Grav 3=59(LC 12),2=254(LC 1),4=97(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb)
2=425.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075241
76274 JE3 JACK-OPEN 6 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:11 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-XQiM 13vbNQ1 S9rRbXIFnWBoKiyHfj Rwf?oojo8yf3bU
-2-0-0 3-0-0
2-0-0 3-0-0
Scale=1:12.4
3
In
0
5.00 12
9
n'
0
ry
2
8 4
1
3x4 =
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-0-2,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.01 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.01 4-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=51/Mechanical,2=253/0-5-4,4=21/Mechanical
Max Horz 2=157(LC 12)
Max Uplift 3=-54(LC 9),2=-367(LC 12),4=-50(LC 9)
Max Grav 3=51(LC 1),2=253(LC 1),4=47(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 2-11-4 zone;porch left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb)
2=367.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075242
76274 JE5 JACK-OPEN 32 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:12 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-?cGkEPwE8k9Jn?Oo5TmO3PKdPLSbSuAoESXGKayf3bT
-2-0-0 5-0-0
2-0-0 5-0-0
Scale=1:16.4
3
5.00 12
N
O N
O
8 V
2
4
1
3x5
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-5-2,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.14 4-7 >426 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.05 4-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=110/Mechanical,2=313/0-5-4,4=51/Mechanical
Max Horz 2=21 O(LC 12)
Max Uplift 3=-132(LC 12),2=-421(LC 12),4=-91(LC 9)
Max Grav 3=11O(LC 1),2=313(LC 1),4=83(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 4-11-4 zone;porch left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)
3=132,2=421.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075243
76274 JE7 JACK-OPEN 4 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:13 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyr7Y?-Tpp7Skxsu 1 IAP9b_fAl FbctgnlvlBJixT6Hps1 yf3bS
2-0-0 5-0-0 7-0-0
2-0-0 5-0-0 2-0-0
Scale=1:20.4
4
2x3
3
5.00 12
o d?
11 M
0
N
10
2
1
3x5 = 6 5
2x3 11
5-0-0 7--0
5-0-0 2 0-0-0
Plate Offsets(X,Y)-- [2:0-5-6,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.07 6-9 >859 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.03 6-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SIP No.3
REACTIONS. All bearings Mechanical except Qt=length)2=0-5-4,6=0-8-0.
(lb)- Max Horz 2=262(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)4,5 except 2=-367(LC 12),6=-402(LC 12)
Max Grav All reactions 250 lb or less at joint(s)4,5 except 2=287(LC 1),6=333(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-6=-296/586
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-11-4 zone;porch left
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=lb)
2=367,6=402.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075244
76274 K HALF HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:14 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-x?NVf4yUfLQ 10JAADupU8gPrf9DowbC5imONOTyf3bR
2-0-0 7-0-0 14-0-1 20-10-5 27-8-10 34-8-10
2-0-0 7-0-0 7-0-0 6-10-4 6-10 4 7-0-0
Scale=1:61.8
5x8 MT18HS = 3x4 =
4x5 = 5x8 MT18HS WB = 3x4 = 4x8 =
5.00 12
3 21 4 2223 5 6 24 7 25 268
19 20
2
�1
15 14 13 12 11 10 9
4x5 = 3x4 = 3x4 = 3x10 = 4x6
4x10 = 5x6 WB = 4x6 =
7-0-0i 14-0-1 20-10-5 27-8-10 34-8-10
7-0-0 7-0-0 6-10-4 6-104 7-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-04],[3:0-4-8,0-2-0],[5:0-4-0,Edge],[9:Edge,0-3-8],[10:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.30 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.58 12-13 >719 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) -0.17 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.87 12-13 >479 240 Weight:172 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP M 30*Except* BOT CHORD Rigid ceiling directly applied or 2-3-15 oc bracing.
3-15,4-13,6-12,7-10:2x4 SP No.3 WEBS 1 Row at midpt 7-12,8-10
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 9=1276/0-8-0,2=1390/0-54
Max Horz 2=264(LC 12)
Max Uplift 9=-1623(LC 12),2=-1795(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2721/5048,3-4=-2484/4846,4-6=-3666/6884,6-7=-3637/6792,7-8=-2466/4595,
8-9=-1210/2178
BOT CHORD 2-15=-4774/2451,13-15=-6884/3666,12-13=-6792/3637,10-12=-4595/2466
WEBS 3-15=-1456/693,4-15=-1387/2340,4-13=-439/262,6-12=-369/460,7-12=-2393/1276,
7-10=-903/1423,8-10=-4900/2632
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=35ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-5-11,Interior(1)1-5-11 to 7-0-0,Exterior(2)7-0-0 to
11-10-15,Interior(1)11-10-15 to 34-6-14 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=1623,2=1795.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075245
76274 K1 HALF HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:15 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-PBxtsQz6QfYueTl NmbKjh 1 y1 uZUTf1 cEwQmwxvyf3bQ
5-8-12 9-0-0 15-6-1 21-10-5 28-2-10 34-8-10
5-8-12 3-3-4 6-6-0 6-4-4 6-4-5 6-6-1
Scale=1:58.9
5x8 MT18HS =
3x4 = 5x8 MT18HS WB =3x4 = 3x5 = 5x6 =
5.00 12 3 21 4 22 23 5 6 24 7 25 8
2x3 ��
2
19 20
1
dI
0
15 14 13 12 11 10 9
4x10 = 3x8 = 4x6 = 3x4 = 3x4 = 3x8 = 4x6 II
3x6
9-0-0 15 6-1 21-10-5 28-2-10 34-8-10
9-0-0 6-6-0 6-4-4 6-4-5 6-6-1
Plate Offsets(X,Y)-- [1:0-0-0,0-0-4],[3:0-4-0,0-1-13],[5:0-4-0,Edge],[9:Edge,0-3-8],[10:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.61 15-18 >679 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.40 12-13 >999 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) -0.14 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:180 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3*Except* BOT CHORD Rigid ceiling directly applied.
8-9:2x4 SP M 30 WEBS 1 Row at midpt 7-12
OTHERS 2x4 SIP No.3 2 Rows at 1/3 pts 8-10
REACTIONS. (lb/size) 1=1279/0-5-4,9=1279/0-8-0
Max Horz 1=237(LC 12)
Max Uplift 1=-1608(LC 12),9=-1634(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2778/5091,2-3=-2517/4776,3-4=-2312/4510,4-6=-2945/5558,6-7=-2764/5187,
7-8=-1818/3402,8-9=-1219/2212
BOT CHORD 1-15=-4940/2537,13-15=-5558/2945,12-13=-5187/2764,10-12=-3402/1818
WEBS 2-15=-303/586,3-15=-1552/721,4-15=-736/1268,6-13=-441/210,6-12=-435/606,
7-12=-2082/1102,7-10=-936/1512,8-10=-3893/2082
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=35ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-5-11,Interior(1)3-5-11 to 9-0-0,Exterior(2)9-0-0 to
13-10-15,Interior(1)13-10-15 to 34-6-14 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=1608,9=1634.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075246
76274 K2 HALF HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:16 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-tOVF4mzkByglGcKZKlryDFVDMzwhOUtO94VUTMyf3bP
5-9-14 11-0-0 18-11-7 26-9-3 34-8-10
5-9-14 5-2-2 7-11-7 7-9-11 7-11-7
Scale=1:58.9
5x8 MT18HS =
3x4 =5x8 MT18HS = 3x4 = 5x6 =
5.00 12 3 19 20 21 4 5 22 6 23 7
3x4
2
18
1
1.9 e no I LZ
0
14 13 12 11 10 9 8
4x10 — 2x3 II 3x6 = 3x4 — 3x6 = 3x8 = 4x6 II
3x8 =
0- 0 5-9-14 1IT 0 18-11-7 26-9-3 34-8-10
0- -0 5-7-14 5-2-2 7-11-7 7-9-11 7-11-7
Plate Offsets(X,Y)-- [1:0-0-0,0-0-4],[3:0-4-0,0-1-13],[5:0-4-0,Edge],[8:Edge,0-3-8],[9:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.56 11-13 >738 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.34 11-13 >999 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) -0.12 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-11-9 oc bracing.
7-8,4-13,6-11,7-9:2x4 SP M 30 WEBS 1 Row at midpt 4-13,6-11,7-9
REACTIONS. (lb/size) 1=1279/0-8-0,8=1279/0-8-0
Max Horz 1=289(LC 12)
Max Uplift 1=-1601(LC 12),8=-1640(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2827/5220,2-3=-2338/4366,3-4=-2124/4156,4-6=-2451/4646,6-7=-1758/3313,
7-8=-1208/2183
BOT CHORD 1-14=-5097/2576,13-14=-5097/2576,11-13=-4646/2451,9-11=-3313/1758
WEBS 2-14=-390/202,2-13=-517/1080,3-13=-1243/560,4-13=-380/633,4-11=-310/231,
6-11=-1 553/806,6-9=-857/1325,7-9=-3776/2004
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=35ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-5-11,Interior(1)3-5-11 to 11-0-0,Exterior(2)11-0-0
to 15-10-15,Interior(1)15-10-15 to 34-6-14 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=1601,8=1640.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075247
76274 KJ5 Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:17 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-Ma3dH6_MyGocumvluOMBmS1 UtMJf77gXOkF1?oyf3bO
-2-9-15 3-9-9 7-0-2
2-9-15 3-9-9 3-2-8
Scale=1:18.9
4
Io
3.54 12 3x4 %12
3
M
11 ON
2
Li
13 7 14 6 5
1 2x3 11 3x4
3x5 =
3-9-9 7-0-2
3-9-9 3-2-8
Plate Offsets(X,Y)-- [2:0-1-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.06 7-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.06 7-10 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SIP No.3
REACTIONS. (lb/size) 4=79/Mechanical,2=346/0-10-15,5=119/Mechanical
Max Horz 2=209(LC 8)
Max Uplift 4=-86(LC 8),2=-468(LC 8),5=-54(LC 5)
Max Grav 4=90(LC 17),2=535(LC 28),5=249(LC 24)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-884/113
BOT CHORD 2-7=-165/721,6-7=-165/721
WEBS 3-7=-49/309,3-6=-776/177
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=lb)
2=468.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 lb down and 102 lb up at
1-6-1,153 lb down and 102 lb up at 1-6-1,and 111 lb down and 55 lb up at 4-4-0,and 111 lb down and 55 lb up at 4-4-0 on top
chord,and 109 lb down and 76 lb up at 1-6-1,109 lb down and 76 lb up at 1-6-1,and 40 lb down and 2 lb up at 4-4-0,and 40 lb
down and 2 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,5-8=-20
Concentrated Loads(lb)
Vert:11=48(F=24,B=24)13=72(F=36,B=36)14=3(F=2,B=2)
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075248
76274 KJ7 Diagonal Hip Girder 7 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:18 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-gmdOVS?_jawTVwUySjtQlgafdmeOsV8hc0_aXEyf3bN
-2-9-15 5-2-9 9-10-1
2-9-15 5-2-9 4-7-8
Scale:1/2"=l'
4
Io
3.54 12
3x4 13
3
12
N
O cj
N
11
2
LJ
14 15 7 16 6
1
3x5 = 2x3 II 5
3x4 =
5-2-9 9-10-1
5-2-9 4-7-8
Plate Offsets(X,Y)-- [2:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.13 7-10 >900 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.13 7-10 >933 180
BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SIP No.3
REACTIONS. (lb/size) 4=127/Mechanical,2=464/0-10-15,5=275/Mechanical
Max Horz 2=261(LC 24)
Max Uplift 4=-138(LC 8),2=-538(LC 8),5=-154(LC 8)
Max Grav 4=127(LC 1),2=679(LC 28),5=361(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1110/359
BOT CHORD 2-7=-440/918,6-7=-440/918
WEBS 3-7=0/334,3-6=-976/468
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
4=138,2=538,5=154.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 lb down and 102 lb up at
1-6-1,153 lb down and 102 lb up at 1-6-1,111 lb down and 55 lb up at 4-4-0,111 lb down and 55 lb up at 4-4-0,and 141 lb down
and 133 lb up at 7-1-15,and 141 lb down and 133 lb up at 7-1-15 on top chord,and 109 lb down and 76 lb up at 1-6-1,109 lb
down and 76 lb up at 1-6-1,40 lb down and 2 lb up at 4-4-0,40 lb down and 2 lb up at 4-4-0,and 49 lb down and 16 lb up at
7-1-15,and 49 lb down and 16 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,5-8=-20
Concentrated Loads(lb) Walter P.Finn PE No.22839
Vert:11=48(F=24,B=24)13=-62(F=-31,B=-31)14=72(F=36,B=36)15=3(F=2,B=2)16=-50(F=-25,B=-25) MiTek USA,Inc.FL Celt 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075249
76274 KJE5 DIAGONAL HIP GIRDER 3 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:19 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-IyBOioOdUt2K7438?ROfrt7gNA?abOegr2k84gyf3bM
-2-9-15 3-9-9 7-0-2
2-9-15 3-9-9 3-2-9
Scale=1:18.9
4
Io
3.54 12 3x4 %12
3
M
11 oN
2 71
Li
13 7 14 6 5
1 2x3 11 3x4
3x5 =
3-9-9 7-0-2
3-9-9 3-2-9
Plate Offsets(X,Y)-- [2:0-1-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.06 7-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.03 7-10 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=79/Mechanical,2=346/0-7-1,5=119/Mechanical
Max Horz 2=209(LC 8)
Max Uplift 4=-102(LC 24),2=-628(LC 8),5=-217(LC 5)
Max Grav 4=90(LC 17),2=445(LC 28),5=135(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-398/413
BOT CHORD 2-7=-455/338,6-7=-455/338
WEBS 3-6=-363/490
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
4=102,2=628,5=217.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)145 lb down and 102 lb up at
1-6-1,145 lb down and 102 lb up at 1-6-1,and 39 lb down and 68 lb up at 4-4-0,and 39 lb down and 68 lb up at 4-4-0 on top chord
,and 158 lb down and 76 lb up at 1-6-1,158 lb down and 76 lb up at 1-6-1,and 15 lb down and 4 lb up at 4-4-0,and 15 lb down
and 4 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,5-8=-20
Concentrated Loads(lb)
Vert:11=48(F=24,B=24)13=72(F=36,B=36)14=3(F=2,B=2)
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075250
76274 L Common 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:20 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-m9kmw8OFFBAB1EeKZ8wuN5f?1 aL6KT1 z4iThc7yf3bL
2 0 0 7-9-9 15-7-2
2-0-0 7-9-9 7-9-9
Scale=1:28.2
5x6 =
3
5.00 12
13 14
15
12
4
2
Io
1 5
4x5 = 2x3
4x5 =
7-9-9 15-7-2
7-9-9 7-9-9
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.11 5-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.20 5-8 >952 240
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Wind(LL) 0.16 5-8 >999 240 Weight:56 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing.
WEBS 2x4 SIP No.3
REACTIONS. (lb/size) 4=570/Mechanical,2=692/0-8-0
Max Horz 2=140(LC 11)
Max Uplift 4=-365(LC 12),2=-567(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-922/737,3-4=-920/759
BOT CHORD 2-5=-546/786,4-5=-546/786
WEBS 3-5=-67/359
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-9-9,Exterior(2)7-9-9 to
10-9-9,Interior(1)10-9-9 to 15-7-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
4=365,2=567.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075251
76274 MHV8 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:26 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-bJ61 AB50r1 wKT95UwPOIdMvOi?Q4kBRsSew?pmyf3bF
6-10-8 8-0-0
6-10-8 1-1-8
Scale=1:18.8
3x6 =
3x4
3 4
5.00 12
2x3
2
7
1
6 5
3x4 2x3 II 3x4 II
8-0-0
8-0-0
Plate Offsets(X,Y)-- [3:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 1=97/8-0-0,5=122/8-0-0,6=309/8-0-0
Max Horz 1=162(LC 12)
Max Uplift 1=-12(LC 12),5=-90(LC 12),6=-243(LC 12)
Max Grav 1=97(LC 1),5=122(LC 1),6=312(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-6=-252/476
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 4-0-0,Interior(1)4-0-0 to 6-10-8,Exterior(2)6-10-8
to 7-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Gable requires continuous bottom chord bearing.
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 lb uplift atjoint(s)1,5 except(jt=lb)
6=243.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075252
76274 MHV10 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:21 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-EL187U 1 tOV12MOCW7sR7wlC6J_hw3wl7JMDE8Zyf3bK
6-10-8 10-0-0
6-10-8 3-1-8
Scale=1:19.2
3x6 =
3x4 11
3 4
5.00 12 2x3
2
8
7
1
6 5
3x4 2x3 11 3x4 II
10-0-0
10-0-0
Plate Offsets(X,Y)-- [3:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:35 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 1=128/10-0-0,5=153/10-0-0,6=394/10-0-0
Max Horz 1=162(LC 12)
Max Uplift 1=-37(LC 12),5=-125(LC 9),6=-303(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-6=-292/574
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 3-8-12,Interior(1)3-8-12 to 6-10-8,Exterior(2)
6-10-8 to 9-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
5=125,6=303.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075253
76274 MHV12 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:22 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-iXsWKp2VnoQu_XnjhZyMTWI FRN_goNvGXOyog?yf3bJ
6-10-8 12-0-0
6-10-8 5-1-8
Scale=1:20.6
3x6 = 3x4 II
3 9 10 11 4
3x5
2
5.00 12
8
7
1
6 5
3x4 2x3 II 3x4 II
12-0-0
12-0-0
Plate Offsets(X,Y)-- [3:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 1=163/12-0-0,5=187/12-0-0,6=473/12-0-0
Max Horz 1=162(LC 12)
Max Uplift 1=-65(LC 12),5=-159(LC 9),6=-353(LC 12)
Max Grav 1=163(LC 1),5=199(LC 22),6=473(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-6=-334/592
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 3-8-12,Interior(1)3-8-12 to 6-10-8,Exterior(2)
6-10-8 to 11-1-7,Interior(1)11-1-7 to 11-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Gable requires continuous bottom chord bearing.
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 lb uplift at joint(s)1 except(jt=lb)
5=159,6=353.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A 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 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 Qty Ply TRAVASSOS
T18075254
76274 MHV14 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:22 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-iXsW Kp2VnoQu_XnjhZyMTWIMpN5VoOOGXOyog?yf3bJ
6-10-8 14-0-0
6-10-8 7-1-8
Scale=1:23.4
4x4 2x3 3x4
3 11 4 12 5
5.00 12
2x3
2
10
1
9 8 7 6
3x4 2x3 II 2x3 II 2x3 II 3x4
6-10-8 14-0-0
6-10-8 7-1-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:53 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. All bearings 14-0-0.
(lb)- Max Horz 1=162(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)1,6 except 7=-245(LC 9),9=-219(LC 12),8=-136(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,6,8 except 7=295(LC 1),9=274(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-7=-219/322,2-9=-196/353
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 4-0-0,Interior(1)4-0-0 to 6-10-8,Exterior(2)6-10-8
to 11-1-7,Interior(1)11-1-7 to 13-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,6 except Qt=lb)
7=245,9=219,8=136.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075255
76274 MHV16 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:23 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-AkQvY937Y6YIchMvEHTb?jHVGnQAXrAQmgiLDSyf3bl
6-10-8 16-0-0
6-10-8 9-1-8
Scale=1:26.4
4x4 = 2x3 3x4
3 11 12 4 13 5
5.00 12
2x3
2
10
1
3x4 9 8 7 6
2x3 11 2x3 11 2x3 3x4
6-10-8 16-0-0
6-10-8 9-1-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:59 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. All bearings 16-0-0.
(lb)- Max Horz 1=162(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)1 except 6=-109(LC 9),7=-314(LC 9),9=-214(LC 12),8=-159(LC
9)
Max Grav All reactions 250 lb or less at joint(s)1,6,8 except 7=381(LC 1),9=265(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-7=-283/374,2-9=-191/333
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 4-0-0,Interior(1)4-0-0 to 6-10-8,Exterior(2)6-10-8
to 11-1-7,Interior(1)11-1-7 to 15-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
6=109,7=314,9=214,8=159.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075256
76274 MHV17 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:24 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-ew_HIV41JQgcDrx5o_gYxgel BisGIDZ?KRvluyf3bH
6-10-8 17-6-0
6-10-8 10-7-8
Scale=1:28.9
4x4 = 2x3 3x4
3 12 13 14 4 15 5
5.00 12
2x3 I I
2
11
1
3x4 10 9 8 7 6
2x3 II 2x3 II 3x6 = 2x3 II 3x4
6-10-8 17-6-0
6-10-8 10-7-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:64 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. All bearings 17-6-0.
(lb)- Max Horz 1=162(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)1 except 6=-129(LC 9),7=-362(LC 9),10=-209(LC 12),9=-175(LC
12)
Max Grav All reactions 250 lb or less at joint(s)1,6 except 7=445(LC 1),10=257(LC 17),9=263(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-7=-329/416,2-10=-188/319,3-9=-183/259
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 4-0-0,Interior(1)4-0-0 to 6-10-8,Exterior(2)6-10-8
to 11-1-7,Interior(1)11-1-7 to 17-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
6=129,7=362,10=209,9=175.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075257
76274 MHVA Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:26 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-bJ61 AB50r1 wKT95UwPOIdMvzX?SPkBXsSew?pmyf3bF
9-11-8 14-0-0
9-11-8 4-0-8
4x4 — Scale=1:25.5
3x4 11
3 9 4
5.00 12
2x3
2
8
1
3x4 7 6 53x4 11
2x3 11 2x3 11
9-11-8 14-0-0
9-11-8 4-0-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:55 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP M 30 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. All bearings 14-0-0.
(lb)- Max Horz 1=243(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)1 except 5=-119(LC 9),7=-338(LC 12),6=-171(LC 12)
Max Grav All reactions 250 lb or less atjoint(s)1,5 except 7=416(LC 1),6=303(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-7=-302/454,3-6=-183/328
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 3-8-12,Interior(1)3-8-12 to 9-11-8,Exterior(2)
9-11-8 to 13-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
5=119,7=338,6=171.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075258
76274 MHVB Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:28 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-XhDobt7GMeA2iSFt1 g3min?G1 o15C5S9wyP6ufyf3bD
9-11-8 12-0-0
9-11-8
3x6 = 3x4 = Scale=1:25.2
3 4
5.00 12
2x3
2
7
1
Ld
3x4 2x3 6 5 3x4 11
12-0-0
12-0-0
Plate Offsets(X,Y)-- [3:0-3-0,0-2-4],[4:Edge,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:44 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 1=158/12-0-0,5=183/12-0-0,6=483/12-0-0
Max Horz 1=243(LC 12)
Max Uplift 1=-28(LC 12),5=-133(LC 9),6=-379(LC 12)
Max Grav 1=158(LC 1),5=183(LC 1),6=487(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 4-5=-132/256
WEBS 2-6=-358/579
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 3-8-12,Interior(1)3-8-12 to 9-11-8,Exterior(2)
9-11-8 to 11-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
5=133,6=379.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075259
76274 MV2 Valley 3 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:31 2019 Page 1
I D:93 PAwuOUJJ U FU6s8XmuvyAyf7Y?-xGvwDu98fZZdZwzRiycTKPdyZOA?PUtbcvem Vyf3bA
2-0-0
2-0-0
Scale=1:6.9
5.00 12 2
1
3
3x4 i
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=47/2-0-0,2=34/2-0-0,3=13/2-0-0
Max Horz 1=33(LC 12)
Max Uplift 1=-24(LC 12),2=-42(LC 12)
Max Grav 1=47(LC 1),2=35(LC 17),3=25(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,2.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075260
76274 MV4 Valley 3 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:32 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-PTTI REAmQthUB4YeGf7itd91 dPU h8x7kgZNK1 Qyf3b9
4-0-0
4-0-0
Scale=1:11.1
2
3x4 I I
5.00 12
1
3
3x4 G 3x4 11
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=116/4-0-0,3=116/4-0-0
Max Horz 1=82(LC 12)
Max Uplift 1=-59(LC 12),3=-93(LC 12)
Max Grav 1=116(LC 1),3=117(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075261
76274 MV6 Valley 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:34 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-Mrb3swB 1 yUxBQNiOO4AAy2EQbDBKcgg 1 ItsQ6Jyf3b7
6-0-0
6-0-0
3x4 11 Scale:3/4"=1'
3
5.00 12
7
2x3 11
2
6
Ll
5 4
3x4 2x3 II 3x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 1=56/6-0-0,4=84/6-0-0,5=239/6-0-0
Max Horz 1=134(LC 12)
Max Uplift 4=-67(LC 12),5=-192(LC 12)
Max Grav 1=56(LC 1),4=85(LC 17),5=242(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-5=-213/423
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 3-8-12,Interior(1)3-8-12 to 5-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)
5=192.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075262
76274 MV8 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:37 2019 Page 1
I D:93PAwuOUJJU FU6s8XmuvyAyf7Y?-mQGBUyEvFPJmHrRb3DjtagsumQAQp98U_r55ieyr3b4
8-0-0
8-0-0
3x4 Scale=1:20.0
3
5.00 12
2x3 11
2
6
1
5 4
3x4 2x3 II 3x4 II
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 1=85/8-0-0,4=112/8-0-0,5=331/8-0-0
Max Horz 1=187(LC 12)
Max Uplift 4=-90(LC 12),5=-266(LC 12)
Max Grav 1=85(LC 1),4=113(LC 17),5=336(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-282/122
WEBS 2-5=-277/478
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 4-0-0,Interior(1)4-0-0 to 7-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)
5=266.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verlfy 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 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 Qty Ply TRAVASSOS
T18075263
76274 MV10 Valley 1 1 Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.320 s Aug 28 2019 MiTek Industries,Inc. Tue Sep 10 10:07:30 2019 Page 1
ID:93PAwuOUJJUFU6s8XmuvyAyf7Y?-T4LYOZBWuGRmxmOF9F5EnC4f5clOg?KSNGuDyYyf3bB
10-0-0
10-0-0
3x4 Scale=1:24.5
3
5.00 [11-2
2x3 11 7
2
6
1 Id F-7
. . . . . . . . . . .
5 4
3x4 2x3 11 3x4 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:37 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SIP No.3 except end verticals.
WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SIP No.3
REACTIONS. (lb/size) 1=121/10-0-0,4=147/10-0-0,5=408/10-0-0
Max Horz I=239(LC 12)
Max Uplift 4=-1 18(LC 12),5=-327(LC 12)
Max Grav 1=121(LC 1),4=149(LC 17),5=413(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-292/129
WEBS 2-5=-321/496
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-12 to 3-8-12,Interior(1)3-8-12 to 9-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)
4=118,5=327.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Carl 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 10,2019
A WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 re,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 ANS11TPII 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
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