HomeMy WebLinkAboutEngineering ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
IVY iTek" He �®��
RE: J33302 - J33302-Loren Hall-Hall Res. MITek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa, FL 33610-4115
Customer Info: Loren Hall Project Name: Hall Res. Model:
Lot/Block: Subdivision:
Address: 1040 Pulitzer Rd.
City: Ft. Pierce 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph
Roof Load: 45.0 psf Floor Load: N/A psf
This package includes 4 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# ITruss Name I Date
1 IT10609014 IA01 3/9/17
12 I T10609015 1 A01 GE 1 3/9/17
13 IT10609016 IA02GE 1 3/9/17 1
14 IT10609017 IMV5 13/9/17
The truss drawing(s)referenced above have been prepared by MiTek ` OPQU I N• VF<<c
USA,Inc.under my direct supervision based on the parameters �.� •.•'�G E N
provided by East Coast Truss. �' F
. No 68
Truss Design Engineer's Name: Velez, Joaquin
M�license renewal date for the state of Florida is February 28,2019.
IMPORTANT NOTE:The seal on these truss component designs is a certification ��% STAT O F
that the engineer named is licensed in the jurisdiction(s)identified and that the , ,,
des§gns comply with ANSI/TPI 1. These designs are based upon parameters �iO��••.4 0 R O P \_��
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i�ss •'•••• ��?`��
fie MiTek.
information o ' t rs , 0 N A
lerefer cepurposonY,an was nt tknnto included
ccont in the preparation of 111111111
these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE No.68182
parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cart 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the overall building design perANSI/TPI 1,Chapter 2. Date:
March 9,2017
Velez,Joaquin 1 of 1
Job Truss Truss Type City Ply J33302-Loren Hall-Hall Res.
T10609014
J33302 A01 COMMON 5 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 09 08:30:51 2017 Page 1
I D:H rl9M6cM GoU4_wJ dgyTN EWziYC L-1 ObgRCpfu4mzTGN7 DIwB Hjkgvxr Sah BGT4 Rg8zcifY
-2-0-0 7-04) 15-M 17-M
211 7-6.0 7-6-0 2-M
Scale=1:30.8
4x4=
3
4.00 12
4
2 n
of 5 Id
6
3x4= 1x4 II
3x4=
7-6-0 15-M
7.6-0 7-6-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.04 6-12 >999 240 MT20 244/190
TCDL 16.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.15 6-12 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:56 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=818/0-4-0,4=818/0-4-0
Max Horz 2=-75(LC 6)
Max Uplift 2=-308(LC 8),4=-308(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1067/265,3-4=1067/265
BOT CHORD 2-6=101/942,4-6=-101/942
WEBS 3-6=0/292
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Plates checked for a plus or minus 0 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at
joint 4.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%°gypsum
sheetrock be applied directly to the bottom chord.
C
®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandda,VA 22314. Tampa,FL 36610
Job Truss Truss Type City Ply J33302-Loren Hall-Hall Res.
T10609015
J33302 A01 GE COMMON SUPPORTED GAB 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 09 08:30:52 2017 Page 1
ID:Hrl9M6cMGoU4 wJdgyTNEWziYCL-ma9Cf gHfOvg4QyKnTRQqxHuOL_MB2BKV7q_MazcifX
2-0-0 7-0-0 15-M 1741-0
2-0-0 7-6-0 7-6-0 2-0-0
Scale=1:30.8
4x4=
5
4.00 12 1x4 II 1x4 11
4 6
1x4 11 1x4 11
3 7
d�
2 8
N
XXX
lxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx9 Io
3x4= 14 13 12 11 10 3x4 =
1x4 11 1x4 11 1x4 11 1x4 11 1x4 11
15-M
15-0-0
LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 9 n/r 120 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.05 9 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:63 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 15-0-0.
(lb)- Max Horz 2=73(LC 7)
Max Uplift All uplift 100 lb or less atjoint(s)13,14,11,10 except 2=-219(LC 8),8=-219(LC 8)
Max Grav All reactions 250 lb or less atjoint(s)12,13,14,11,10 except 2=319(LC 1),8=319(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/rPI 1.
4)Plates checked for a plus or minus 0 degree rotation about its center.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
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)13,14,11,10
except at=lb)2=219,8=219.
n
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101II-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 properly damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
Job Truss Truss Type Oty Ply J33302-Loren Hall-Hall Res.
T10609016
J33302 A02GE - COMMON SUPPORTED GAB 1 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 09 08:30:53 2017 Page 1
ID:Hrl9M6cMGoU4 wJdgyTNEWziYCL-EmjasurvPilhiaXWLAyfM8g3cIKUwVPTjnZXulzcifW
9-3-0 11-3-0 J
1-9-0 7-6-0 2-0-0
Scale=1:20.8
4.00 12 4x4=
2
1 2x II 1x4 II
1 3
1x4 II
4
5
Io
6
10 9 6 7
2x4 II 1x4 II 1x4 II 1x4 II 2x4 =
9-3-0
9-3-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 6 n/r 120 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.06 6 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/fP12007 Matrix-S Weight:41 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation Quide.
REACTIONS. All bearings 9-3-0.
(lb)- Max Horz 10=-163(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s)10,9,8,7 except 5=-211(LC 8)
Max Grav All reactions 250 lb or less atjoint(s)10,9,8,7 except 5=329(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.
Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/rPI 1.
4)Plates checked for a plus or minus 0 degree rotation about Its center.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
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)10,9,8,7 except
Qt=lb)5=211.
WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek®conneclors.This design is based only upon parameters shown,and is for an Individual building component,not �s
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall g-1•Y`
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIiTe k'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. `
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
i
Job Truss Truss Type Qty Ply J33302-Loren Hall-Hall Res.
T10609017
J33302 MV5 VALLEY 1 1
Job Reference o tional
East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 09 08:30:53 2017 Page 1
1D:Hr19M6cMGoU4 wJdgyTNEWziYCL-EmjasurvPilhiaXWLAyfM8q?OIGhwVvTjjnZXu1zcifW
5-1-0
5-1-0
Scale=1:11.8
2x4 I I
2
4.00 12
I
I
1
3
2x4 2x4 II
I
LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0,32 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:16 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=176/5-1-0,3=176/5-1-0
Max Horz 1=87(LC 5)
Max Uplift 1=-44(LC 8),3=-48(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)Plates checked for a plus or minus 0 degree rotation about its center.
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)1,3.
1;
4
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. °
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek°
is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPIt 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