130 CLUB DR - TRUSS t,
mila
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
3 � FILE COPY
MiTek
RE: 15-081265 - Hill Residence MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Elite Homes, INC Project Name: Hill Residence Model: Hill Residence
Lot/Block: 130 Subdivision: Club Drive
Address: 130 Club Drive
City: Atlantic Beach 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: FRC2014/TPI2007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date SHOP DRAWING RFVICw nr�nnn.,....
vwrVJl I IUnI
1 T7547523 Al 10/21/015 Attl`N'l @N'RV"
of shop drawings is only for conformance with
2 1T7547524 1A2 10/21/015 ►hp`�4�"een0@pt of Me proiect end does not relieve the contractor
3 1T7547525 1B1 a to !V a evution from the requirements of the shop
Lo/2vo1� aha.
4 T7547526 1B2 10/21/011
ermine 4xtd verify all Geld measurements
5 17547527 1C1 1 10/21/015 KfANto
RETURNED FOR CORRECTION
6 17547528 Fl 110/21/015
7 117547529 F2 1 10/21/015 C."� �11��$NOTED OD RETURNED WITHQU7 ACTION
8 117547530 1F3 110/21/011
9 117547531 1F4 !10/21/0151 I.a4, ,:�, o iRANS�ITT
10 117547532 1F5 1 10/21/015 / 1S
11 17547533 1F6 10/21/0151
112 1T7547534 F7 10/21/015 - -- - 1 k) ZT
13 117547535 LF8 10/21/015 `•_�•kink( tHfl� �I m:2ra:d
14 117547536 1 F9 110/21/015
115 117547537 1F10 1 10/21/015
116 117547538 1 KW1 110/21/011
The truss drawing(s)referenced above have been prepared by MiTek ,`��`�QUIN V6,.,',
Industries,Inc.under my direct supervision based on the parameters %. pP•........ .<<c s,�
provided by TrussMart Bldg Compts,LLC. `�. •.• .4:
Truss Design Engineer's Name: Velez, Joaquin I • -182 ••
My license renewal date for the state of Florida is February 28,2017. : *:�/f����
IMPORTANT NOTE:Truss Engineer's responsibility is solely for �••, ' STATE OF :4/
design of individual trusses based upon design parameters shown :0% :44/
P ; <v•`
on referenced truss drawings. Parameters have not been verified '', �` ••�O R t�••'cl•,:�
as appropriate for any use. Any location identification specified is ,,',SiS�ONA�-�4, %,.
for file reference only and has not been used in preparing design. •••1111„►0�
Suitability of truss designs for any particular building is the Joaquin Velez PENo.68182
responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FL Cert 6634
p try 9 9 g 6904 Parke East Blvd.Tampa FL 33610
per ANSI/TPI-1, Chapter 2. Date:
October 21,2015
Velez,Joaquin 1 of 1
I
Job Truss Truss Type Qty Ply Hill Residence
77547523
15-081265 Al MONOPITCH 28 1
Job Reference(ootionall
TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Oct 21 13:58:08 2015 Page 1
ID:PkcljNrPXPYMHBJgNOTnOBykbIE-6_uQD3kCLkt75xVID5sigF0Opx6gPv_?ttbzyNyRB9D
I 2-2-12 I 7-5-9 I 12-8-6 I 18-2-12 I 20-5-8 I
2-2-12 5-2-13 5-2-13 5-8-6 2-2-12
3.00 12 Scale=1:38.3
1.5x4 II
1.5x4 II ►i
�•J
13 5 r--fT
4 xt
5x8 ,r
►.4 _�i�� 11
4 iii�1 -11J�
�� 1.5x4 11
►�4 *� �� 4x12 =
4x6 - ►i 4x8
►�4
. .4 r�y 3.00 12
1.5x4 II 12 ►` t.0
°
1.5x4 II ►�• '9�4 8 ,�
4x4
10 _1
9 4xa`
1.5x4 II 1.5x4=
2-0-0 0-2-12 7--100-44 I 18--1 12 0-2-t2 2.0 0
Plate Offsets(X,Y)- 14:0-3-0,0-3.01.17:0-10-8,Edael
LOADING(psf) SPACING- 2-1-8 CSI. DEFL. in (lac) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.29 8 >663 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(LL) -0.50 7-8 >382 180
BCLL 0.0 • Rep Stress Incr NO WB 0.41 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:94 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(3-2-14 max.), except end verticals
BOT CHORD 2x4 SP No.2'Except' (Switched from sheeted:Spacing>2-0-0).
7-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing.
WEBS 2x4 SP No.2'Except' WEBS 1 Row at midpt 3-9,4-7
2-9,5-7:2x6 SP No.2
REACTIONS. (lb/size) 9=813/0-5-8,7=813/0-5-8
Max Horz 9=291(LC 12)
Max Uplift9=382(LC 8),7=-489(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=2486/1025
BOT CHORD 8-9=-1427/2256,7-8=1403/2379
WEBS 2-9=-308/263,3-9=2369/1199,3-8=0/481,4-8=0/474,4-7=-2291/1343,5-7=-315/295
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 20-3-12 zone;cantilever left and right
exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `.‘0111111111/11,
DOL=1.60 �0% OQUIN vF ,,,
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� OP. 4k.1.,
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 ,� , •.• C,E N S'••. ,,�
fit between the bottom chord and any other members. ♦• •• S. F •• ••
4)Bearing at joint(s)9,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •
capacity of bearing surface. No 68182 •
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 382 lb uplift at joint 9 and 489 lb uplift at *: ,*
joint 7. - 'R
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. =-p/ /
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
jti' • E OF �/�
°• P �;
III /O N A`', 0`%
Joaquin Velez PE No.68182
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
■ •
0 WARNING-Verily design parametws and READ NOTES ON THIS AND INCLUDED PATER REFERANCE PAGE 14047473 rw.10/01,2015 BEFORE USE. id
Design valid for use only with MITek®connectors.This design B based only upon parameters shown.and is for an individual building component.not
a truss system.Before use,the building designer must verity the oppicabiity of design parameters and property incorporate thB design into the overall ;�
building design.Bracing indicated B to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi fek-
B always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
tobdcotion,storage,delivery.erection and bracing of busses and truss systems.see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd.
Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610
r
'Job Truss Truss Type Qty Ply Hill Residence 77547524
15-081265 A2 MONOPITCH 6 1
Job Reference(ootional)
TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 7.630 s Jul 9 2015 MTek Industries,Inc.Wed Oct 21 14:07:21 2015 Page 1
ID:Pkc1jNrPXPYMHBJgNOTn0BykblE-w3umQVst4 EdCIOHBm4o6?MQrFrpzUyX02P2ksgyRBOa
205.8
I 6-11-0 I fi 7-8 I 6-11-0 I
1.5x4 I I Scale=1:40.4
1.5x4 II
I
13 5 v
4x6= A 11
Ar 1.5x4 II
3.00 12 5x8 % l'7.14 4x12 =
4x8
3 % 3.00 12
1.5x4 II .� =r' W
1.5x4 II 12 .`
2 a
r4 S5.3 8
�� 4x4` '
cIA 10 MI
dd y 5x8
1.5x4 II
1.5x4 =
8-8-0 I 8-5-6 I 17-11-4
8-9-14 1 5 2-0-0
Plate Offsets(X,Y)- f7:0-10-8,Edoel.19:0-4-4.0-2-81
LOADING (psf) SPACING- 2-1-8 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(TL) 0.38 8 >542 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.76 7-8 >272 180
BCLL 0.0 * Rep Stress Ina NO WB 0.69 Horz(TL) 0.07 7 n/a n/a
BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:96 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD 2-0-0 oc puffins(2-10-2 max.), except end verticals
3-6:2x4 SP No.1 (Switched from sheeted:Spacing>2-0-0).
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 4-4-15 oc bracing.
7-9:2x4 SP No.1 WEBS 1 Row at midpt 3-9,4-7
WEBS 2x4 SP No.2'Except'
2-9,5-7:2x6 SP No.2
REACTIONS. (lb/size) 9=778/0-5-8 (min.0-1-8),7=876/0-5-8 (min.0-1-8)
Max Horz 9=291(LC 12)
Max Uplift 9=-330(LC 8),7=-523(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-3304/1282
BOT CHORD 8-9=1810/3362,7-8=-1537/2807
WEBS 3-9=3423/1589,3-8=-40/402,4-8=0/904,4-7=2701/1468,2-9=-256/180,5-7=340/280
NOTES-
1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp D;Encl.,
GCpi=0.18;MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 20-3-12 zone;cantilever ,`111111 I11g,.
left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ♦♦♦0% QU I N . •
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. ,�, ,
.••\.0 E N S•• ' '..
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : . \. F•••. �
will fit between the bottom chord and any other members.
4)Bearing at joint(s)9,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
• N O 681 82
capacity of bearing surface. *•• •••*
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 330 lb uplift at joint 9 and 523 lb uplift at •• '/ *
joint 7. =13 1/ r♦♦ cc
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. e •rt: E OF ;41
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •" 0 I'' £. r
LOAD CASE(S) Standard 0,
. if,� •9 I`•VI.**% ,..∎
1,1 40 N Aj--00♦
Joaquin Velez PE No.68182
MTTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
4 4
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. l•
Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and is for on individual building component.not
a truss system.Before use.the building designer must verify the appicabiiy of design parameters and properly incorporate the design into the overall Mil tile.
building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members ony.Additionol temporary and permanent bracing �i
is always requSed for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East Blvd.
fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Quaely Crtierla.DSB-89 and SCSI Bolding Component Tampa.P.Parke East
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexondrla.VA 22314.
1 =
Job Truss Truss Type Qty Ply Hill Residence
77547525
15-081265 B1 MONOPITCH 28 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 13:58:10 2015 Page 1
ID:3MhV_KZoytyWkY86rle5gwykN1 n-2N0AelmStL7gKFf7KVvAvg5fJkkwthilLB441 GyRB9B
12-5.8 I 10-2-12 1 18-0-0 1 21-10-5 I 25-4-13 I 32-9-11 I 39-10-12 I
2-5-8 7-9-4 7-9.4 3-10-5 389 7-4-13 7-1.1
Scale=1:75.9
8x8
18 a.
1.5x4 I I •- `._ I.:, ,h
7 4��
6x86 " �'' In
7x10 MT2OHS= 8 -�� 5x12 MT2OHS= In
' 10
12x14 11 5��i,
4 r 8x12
3.00 12 6x8% + 11 3.00 12 `��,
3 .,� 12 1.5x4 II
1.5x4� ,.�� .: � 4x8
1.5x4 II '� 13
2x4 II 2 17 "�
14
r' 1.5x4 II
'_:
18
15
5x8
2x4
1 2-0-0215-0 10-2-12 I 18-0-0 1 21-10-5 1 25-4-13 1 32-9-11 I 39-10-12 I
2-0-00- 7-9-4 7-9-4 3-10-5 389 7-4-13 7-1-1
Plate Offsets(KY)— 13:0-4-0,0-3-41.14:0-2-0,0-3-111.f6:0-2-8,Edoel.19:0-6-5,0-0-01.115:0-1-15,0-1-01
LOADING(psf) SPACING- 2-1-8 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.54 10-11 >480 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.88 10-11 >292 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.90 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:195 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS'Except' TOP CHORD 2-0-0 oc purlins(3-1-3 max.), except end verticals
1-3:2x4 SP No.2 (Switched from sheeted:Spacing>2-0-0).
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing.
9-10:2x6 SP No.2 WEBS 1 Row at midpt 3-15,8-10
WEBS 2x4 SP No.2*Except' 2 Rows at 1/3 pts 3-13
8-9,2-15,4-13:2x6 SP No.2,3-13:2x4 SP No.1
REACTIONS. (lb/size) 15=597/0-5-8,13=1975/0-5-8,9=1200/Mechanical
Max Horz 15=592(LC 12)
Max Uplift 15=179(LC 8),13=-1059(LC 8),9=-607(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-1751/3360,4-5=-1621/3259,5-6=-283/355,6-7=-3508/1550,7-18=-3468/1604,
8-18=-3418/1614,8-9=-1211/564
BOT CHORD 12-13=-379/80,11-12=1222/2496,10-11=-1235/2476,9-10=-230/503,14-15=-963/1445,
13-14=-970/1451
WEBS 2-15=-440/313,3-15=-1318/368,3-14=0/380,3-13=-4497/2239,4-13=-606/434,
5-13=-3152/1406,6-11=0/290,6-10=-447/1023,7-10=-506/412,8-10=-1484/3110,
6-12=-2982/1378,5-12=-311/778 ,,``,e%%*I1111//g�,,
NOTES- `,`%0P QUIN
..... VF4�,,,i
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18; � , G E N o
MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 39-8-0 zone;cantilever left and right �� .• \,' SF.'•, '.
exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip : No O 68182
DOL=1.60 .• '
2)All plates are MT20 plates unless otherwise indicated. : *• ••
3)The Fabrication Tolerance at joint 4=0% - *
4)The solid section of the plate is required to be placed over the splice line at joint(s)3. �'O� rl •:�
5)Plate(s)at joint(s)3 checked for a plus or minus 2 degree rotation about its center. : • • !:+' • E OF
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i Q• • Z(/
7)•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 i /i''.•• ■
fit between the bottom chord and any other members. '�j`,,! r.O R1 O'• Q\`,�
8)Refer to girder(s)for truss to truss connections. G
9)Bearing at joint(s)15,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity let 40 N A`,;�0-
capacity of bearing surface.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 179 lb uplift at joint 15,1059 lb uplift at Joaquin Velez PE No.68182
joint 13 and 607 lb uplift at joint 9. MRek USA,Inc.FL Ceil 6634
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6904 Parke East Blvd.Tampa FL 33610
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)608 lb down and 254 lb up at October 21,2015
ContAggedfttgapoord. The design/selection of such connection device(s)is the responsibility of others. H
4
Q WARNING-Verity*align parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*61-7473 rev.10/03/2015 BEFORE USE. -
Design void for use only with MilekS9 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 appicabiity of design parameters and properly incorporate the design into the overall MiTek'
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always requied for stabiiy and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Pence East Blvd.
fabrication.storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Qualty Criteria.DS6.89 and ICS!Bulding Component Tampa.04 Parke 33610
Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314.
1 J �
Job Truss Truss Type Qty Ply Hill Residence
T7547525
15-081265 61 MONOPITCH 28 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway.GA 31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Oct 21 13.58:10 2015 Page 2
ID.3MhV_KZoytytM(Y86rIe5gwykN1n-2NOAelmStL7gKFf7KVvAvg5fJkkwthilLB441GyRB9B
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-8=-64,9-14=-21,14-15=-21
Concentrated Loads(lb)
Vert:8=-457
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE 811.7473 rev.10/03/2015 BEFORE USE
Design valid for use only with MRek®connectors.ibis design S based only upon parameters shown.and is for on individual bu;airg 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 property ays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/IPI1 Quality Crtieda,058-89 and BCS18utding Component Tampa.P.Parke East B
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. _ _
'J 1
Job Truss Truss Type Qty Ply Hill Residence
17547526
15-081265 B2 Monopich 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Sep 29 2015 MTek Industries.Inc.Wed Oct 21 13:58:10 2015 Page 1
ID:3MhV_KZoytyWkY86rle5gwykN 1 n-2NOAelmStL7gKFf7KVvAvg5kvkk6tiBILB441 GyRB9B
I 2-0.0 I 5-11-13 I 9-6-3 1 13-3-4 I 17-0-5 I 20-4-12 I 24-2-12 I
2-0-0 3-11-13 3-6-5 3-9-1 3-9-1 3-4-7 3-9-15
12x14%Scale=1:44.5
8
4x8
15� � N .
1.58 x4 II /
4x4:
5x65 5 .
3.00 12 ^ �_
4 � 10
J, 5x12 MT2OHS �i1 N
3
Y 7x10 MT2OHS% 3.00 12 rti
1.5x4 1114 a►%
1.5x4 II 2 11 _
1 : ' 4x8
13 - -�
12 5x6 11
1.5x4 II 1.5x4=
1 2-0-0 1 9-6-3 I 17-0-5 I 24 7-21 I
2-0-0 7-6-3 7-6-3
Plate Offsets(X,Y)— 14:0-3-0,0-3.01.18:0-8-15,0-2-71,[10:0-5-0,0-3-01,[12:0-3-0.0-2-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.67 10-11 >391 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.04 10-11 >251 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Ina NO WB 0.87 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:120 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins, except
BOT CHORD 2x4 SP No.2'Except' end verticals.
9-10:2x6 SP No.2,10-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing.
WEBS 2x4 SP No.2'Except* MiTek recommends that Stabilizers and required cross bracing
8-9,2-12:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=1002/0-5-8,9=1321/Mechanical
Max Horz 12=321(LC 12)
Max Uplift 12=-475(LC 8),9=-677(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-4490/1965,4-5=-4514/2034,5-6=4318/1938,6-7=-4295/1968,8-9=-724/361
BOT CHORD 11-12=-1644/2898,10-11=2487/4947,9-10=1475/2923
WEBS 2-12=-331/237,3-11=-528/1618,4-11=257/209,5-10=578/420,7-10=-631/1594,
5-11=-417/309,7-9=2632/1375,3-12=-3049/1435
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp D;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 24-0-0 zone;cantilever left and right ,`,toe 111111 1111,
exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ``,,s% POUlN v .///��
DOL=1.60 ,�
2)All plates are MT20 plates unless otherwise indicated. ,�� .••\G E N d.• •" •
3)This truss has been designed for a 10.0 psi 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 N O 681 82
fit between the bottom chord and any other members. *� ' •;
5)Refer to girder(s)for truss to truss connections.
6)Bearing at joint(s)12 considers parallel to grain value using ANSI/7P'1 angle to grain formula. Building designer should verify capacity 7 • / _-
of bearing surface. '0�ft r♦
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 475 lb uplift at joint 12 and 677 lb uplift at : 6 • . � E O F PLC/joint 9.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �i •�4r Q.•• �∎6
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)623 lb down and 254 lb up at •j •o R 1 (.1%r
24-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. l• '�O N AL-ac s%%
111111111111.,
LOAD CASE(S) Standard Joaquin Velez PE No.68182
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Joaquin n Velez z P FN .6rt 82
Uniform Vert: (plf) 6904 Parke East Blvd.Tampa FL 33610
Vert:1-8=60,9 12=-20
Date:
October 21,2015
Continued on page 2 i
1
A WARNING•Verify design parameln and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE ae1.7473 rw.10/03/2015 BEFORE USE.
Design valid for use only with MTekE 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the 6904 parka East Blvd.
fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANS1/TPI1 Qualify Criteria.056-89 and SCSI Building Component Tampa.04 Parke 33610
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314•
J 1
Job Truss Truss Type Qty Ply Hill Residence
17547526
15-081265 82 Monopitch 4 1
Job Reference(ootional)
TRUSSMART BUILDING COMPONENTS. Midway,GA 31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 13:58:11 2015 Page 2
ID.3MhV_KZoytyWKY86rle5gwykN1n-WZaYr5m4efFhyODKuDQPSteV 84Lc9QRZrpdZryRB9A
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:8=-457
4 t
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 nv.10/03/2015 BEFORE USE.
Design valid for use only with Mitek®connectors.This design B based only upon parameters shown.and is for an individual building component.not
a truss system.Before use.the building designer must verity the appkcobillty of design parameters and property incorporate this design into the overall MiTek•
building design. Bracing indicated is to prevent budding of indMdual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd
fabrication,storage.delivery,erection and brocng of trusses and truss systems.see ANSI/7P11 Quality Glade,DSB-89 and SCSI Building Component Tampa,04 Parke East
Safety InlormatIon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314.
I 7 i
Job Truss Truss Type Qty Ply Hill Residence
77547527
15-081265 Cl Monopich 7 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oa 21 13:58:11 2015 Page 1
ID:fNIgAQ N RP UgAZjy3W ETg FAykJ 7Y-WZaYr5m4efFhyOD KuDQ PSIepu89gc9ORZrpdZiyRB9A
1 2-5-8 I 9-10-12 1 13-5-8 I 17-4-0 I 19-4-0
2-5-8 7-5-4 3-6-12 3-10-8 2.0.0
Scale=1:35.9
300 12 1.5x4 II
1.554 II 6
13 5
5x8
5.8 - ;
0 . �. 1.5x4 -V CIO ',_-
3 ��5x8 =
rV .( ;j I I
1.5x4=■�' w000.011 3.00112-
.00 12
4x8 -� - 0
12 �! 8 07. S eh
1.5x4 II 2 IS / 4x12
a . �.
lyrll
98x12
1.5x4
1 2-0-0 2-5-Q 9-10-12 I 17-4-0 I 19-4-0 1
2-0-0 0.5-8 7-5-4 7-5-4 2-0-0
Plate Offsets(X,Y)— 13:0-3-0,0-3-01,17:0-4-0,0-2-41.19:0-4-15,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.50 8-9 >359 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.39 8-9 >455 180
BCLL 0.0 • Rep Stress Ina YES WB 0.88 Horz(TL) -0.01 7 n/a n/a
BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:101 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except" TOP CHORD Structural wood sheathing directly applied, except end verticals.
1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-4-11 oc bracing.
BOT CHORD 2x4 SP No.2'Except* WEBS 2 Rows at 1/3 pts 2-8
7-9:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.2'Except* be installed during truss erection,in accordance with Stabilizer
2-9,5-7:2x6 SP No.2 Installation guide.
REACTIONS. (lb/size) 9=729/0-5-8,7=729/0-5-8
Max Horz 9=422(LC 8)
Max Uplift9=-593(LC 8),7=-662(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-12=-2267/4216,3-12=-2212/4234,3-4=-2260/4306
BOT CHORD 8-9=608/54,7-8=-2836/1510
WEBS 2-9=626/911,2-8=4102/2199,3-8=-410/392,4-7=-1437/2625,5-7=-2901387,
4-8=-1881/815
NOTES-
1)VNnd:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp D;End.,GCpi=0.18; ,11111111ttiii'
MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-4-0 zone;cantilever left and right exposed ,��l QV IN v - iei,
end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,•�or......... <F i,
DOL=1.60 plate grip DOL=1.60 �%, J .••\ E +•• 1 '.,
2)The solid section of the plate is required to be placed over the splice line at joint(s)3. = \.. F•••• •
3)Plate(s)at joint(s)3 checked for a plus or minus 3 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. N O 681 82 • =
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. I / *
6)Bearing at joint(s)9,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -0% I CC
capacity of bearing surface. i • ` E O F
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 593 lb uplift at joint 9 and 662 lb uplift at Q':it ' to
joint 7. l P 4 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '�,�• r•9 R\�.•• $��
Joaquin Velez PE No.68182
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
4 1
0 WARNING-Verify design parernenra and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8147473 rev.1010312015 BEFORE USE.
Design void for use only with Miteke connectors.This design is based onty upon parameters shown.and is for an individual building component,not
a truss system.Before use.the building designer must verity the appicabiity of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and tans systems,see ANSI/MPI1 Qualify Criteria.DSB-89 and BCSI Building Component Tampa.04 k East
Safety tnto m Lion available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314.
J 1
Job Truss Truss Type Qty Ply hill Residence
17547528
15-081265 Fl Floor 18 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway,GA 31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 13:58:12 2015 Page 1
ID:lNtgAQNRPUgAZy3WETgFAykJ7Y-_m8x3RniPzNYaYoWSWxe_5B1 JYRdLIzboVZB58yRB99
0-1-8
H I 1-30 I 1 1-11-8 I Scale'8 1:28.3
1.5x4 II 1.5x4 II
1.5x4 = 3x6 = 3x4= 3x4= 3x4 = 1.5x4 II 3x4= 4x4= 1.5x4 =
1 2 3 4 5 8 7 8 9
• • -
...... ..4. z•: a s •.
8 1111
II 111 19
►r e e r
MI 16 15 14 13 12 11 ►<.
3x6 = 3x8= 3x4= 3x4= 3x4 = 1.5x4 II 4x4= 3x6=
I 2-9-0 I 5-3-0 I 7-9-0 I 10-3-0 I 11-6-0 1 12-5-8 1 13-8-8 1 18-5-8 I
2-9-0 2.8.0 280 2-6-0 1-3-0 0-11-8 1-3-0 2-9-0
Plate Offsets(X,Y)— 11:Edae,0-0-121,17:0-1-8,Edoel,113:0-1-8,Edoel,118:0-1-8.D-0-121.119:0-1-8,0.0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.32 13-14 >611 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.49 13-14 >396 240
BCLL 0.0 Rep Stress Ina' YES WB 0.28 Horz(TL) 0.05 10 n/a n/a
BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:85 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP SS(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 17=885/0-5-8,10=885/0-5-8
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1599/0,3-4=-2548/0,4.5=-2990/0,5-6=2518/0,6-7=2518/0,7-8=-1610/0
BOT CHORD 16-17=0/954,15-16=0/2208,14-15=0/2890,13-14=0/2964,12-13=0/2518,11-12=0/2518,10-11=0/901
WEBS 8-10=-1195/0,2-17=-1267/0,8-11=0/986,2-16=0/897,7-11=1234/0,3-16=-848/0,3-15=0/472,4-15=-476/0,
7-12=0/393,5-13=-711/11
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
_tto11111111j,,
,�Ot PQUIN VET ,t
No 68182
I *
�� l •�
i 1. E OF 4/
•
' O•
.:tt,,'ONA'�tos%•
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R.33610
Date:
October 21,2015
/ 1
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NeTEK REFERANCE PAGE NY1.7473 rev.IW03P2015 BEFORE USE. /-
Design valid for use only with MITeL®connectors.This design Is based only upon parameters shown,and is for on individual building component.not
o truss system.Before use,the building designer must verity the appicab8ty of design parameters and property incorporate this design into the overall MiTek'design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always requied for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East Blvd
fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria,D5a$9 and BCSI Bullding Component Tampa.04 st East
Sally Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314.
1
Job Truss Truss Type Qty Ply NW Residence
17547529
15-081265 F2 Floor 1 1
Job Reference(notional)
TRUSSMART BUILDING COMPONENTS. Midway.GA 31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Oct 21 13:58:13 2015 Page 1
I D:fNIgAQ N RPUgAZy3W ETg FAykJ7Y-Sy1JGnoKAGVP Bi N i?eStX Ij D Iyrb4EJk181kdbyRB98
0-1-8
H 10 1-30 I I 0-10-6 1 1 1.6'0 { Scale=1:30.0
1.5x4 II
1.5x4 = 3x8 = 1.5x4 II 1.5x4 II 1.5x4 II
1 2 3 4 5 6 7 8 9 10 11 12
• • • : ; N3.•.
3t 3 I — ,'� ;
• e
3x8= 3x6= 1.5x4 II 3x6= 1.5x4 II
1 1-4-0 1-018 6-5-8 I 9-0-12 9-1-0 14-8-8 I 17-4-0 I
1-4-0 0-y-8 5-0-0 2-7-4 04.4 5.7-8 2-7-8
Plate Offsets(X.Y)— 11:Edge,0-0-121.15:0-1-8,Edae1,110:0-1-8,Edbel,116:0-1-8,Edael.f20:0-1-8,Edge1.123:0-1-8.0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.05 14-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.07 14-15 >999 240
BCLL 0.0 Rep Stress Inc( NO WB 0.14 Horz(TL) 0.01 13 n/a n/a
BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:96 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 21=1246/0-5-8,13=419/Mechanical,17=868/0-3-8
Max Gray 21=1246(LC 1),13=447(LC 11),17=911(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 22-23=-336/0,1-23=-335/0,2-3=0/361,3-4=560177,4-5=-560/77,5.6=492/5,
6-74/375,7-8=0/375,8-9=72510,9-10=-725/0,10-11=-618/0
BOT CHORD 21-22=361/0,20-21=254/295,19-20=-77/560,18-19=77/560,17-18=0/362,
16-17=-93/417,15-16=0/725,14-15=0/725,13-14=0/450
WEBS 2-21=-918/0,2-22=0/511,6-17=-617/0,3-21=-515/0,6-18=-23/258,3-20=0/434,
11-13=-612/0,8-17=-625/0,8-16=0/489
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections. ,�f,,111111 a,,
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. %%% UIN V f/,
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to •N 0`Ob. .. .∎j0
be attached to walls at their outer ends or restrained by other means. �� , •••\***E N g•• '∎�
6)CAUTION,Do not erect truss backwards. �� • \. k'•••. .•
LOAD CASE(S) Standard No 68182
* ••'•
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •
Uniform Loads(plf) *
Vert:13-22=10,1-2=614,2-12=100 %f/ ' :CC:
e • ti • E OF : LC/••
t,, 1ONA'E�.%"
•
Joaquin Velez PE No.68182
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
4 I
0 WARNING-Verify design pram•fr3 and READ NOTES ON MS AND INCLUDED 91TEK REFERANCE PAGE 911.7473 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 appicabiity of design parameters and properly incorporate this design into the overall III
butdirg design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing
is allays required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 Qualify Cra•da.DSB-89 and BCSI Building Component Tampa.04 rk 33610
Safety Informatlon available from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314.
J 1
Job Truss Truss Type Qty Ply H11 Residence
T7547530
15-081265 F3 Floor 2 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.6401 Sep 29 2015 MiTek Industries,Inc.Ned Oct 21 13:58:14 2015 Page 1
ID:fNtgAQNRPUgAZjy3WETgFAyKJ7Y-x8FhT7pzxadGpsyvZLz63WGL5L8epfhuFo2HA1 yRB97
0.1-8
H I 1-3-0 I I 1-7-8 ]
Scale=1:27.7
1.5x4 II
1.5x4 = 3x8= 1.5x4 II 3x8= 1.5x4 II
1 2 3 4 5 6 7 8 9
7 8 ill
.zr4Ah,‘s46.nl1.41ZVllpp/pl:4WrAaihhh111■N\NjridaihhdkllNNIIMhhhh.\sllr,' Ahhiii,
e e e -
1F031 16 15 14 13 12 11 10
3x6= 3x6= 1.5x4 II 3x6=
I 2-9-0 I 5-3-0 I 7-9-0 I 10-3-0 10-10-81 12-1-8 1 13-4-8 1 16-0-0 I
2-9-0 2-8-0 2$0 2-6-0 0-7-8 1-3-0 1-3-0 2-7-8
Plate Offsets(X.Y)— 11:Edae,0-0-121,17:0.1-B,Edge).113:0-1-8,Edoel.118:0-1-8.0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.26 13-14 >724 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.41 13-14 >465 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.05 10 n/a n/a
BCDL 5.0 Code FRC2014fTP12007 (Matrix) Weight:82 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins,
BOT CHORD 2x4 SP SS(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 17=863/0-5-8,10=870/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=1552/0,3-4=-2458/0,4-5=-2847/0,5-6=-2375/0,6-7=-2375/0,7-8=-1525/0
BOT CHORD 16-17=0/929,15-16=0/2139,14-154/2775,13-14=0/2806,12-13=0/2375,11-12=0/2375,10-114/852
WEBS 8-10=-1158/0,2-17=-1234/0,8-11=0/936,2-16=0/866,7-11=-1156/0,3-16=-817/0,3-15=0/443,4-15=-442/0,
5-13=-683/0,7-12=0/384
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. 111111111/i
6)CAUTION,Do not erect truss backwards. ``�0% Qu i N �/ � ,i,
No 68182
'!
E
vP .:��
.. . / / * . .,
O.
�'� (• • � OR1 G. �.`
'III IIII1%-
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
4 1
A WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MITER REPENANCE PAGE MF7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekZ connectors.This design is based only upon parameters shown,and is for on individual building component.not
a truss system.Before use.the building designer must verity the appticabilty of design parameters and property incorporate this design into the overall
building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always requied for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East Blvd.
fabrication.storage.delivery.erection and bracing of tenses and truss systems,see ANSI/1611 Quality Cdteda.DSB-89 and BCSI Building Component Tampa.P.rk East0
Safely Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314.
I
a
Job Truss Truss Type Qty -Ply NII Residence
17547531
15-081265 F4 FLOOR 6 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7840 S Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 13:58:15 2015 Page 1
ID:fNtgAQNRPUgAZy3WETgFAykJ7Y-PLp3hTgbhu17R0X573ULcjpbglbxY7K1 USnn'TyRB96
0-1-8
H 1 1-1-0 1 1 1-3-0 1 1 0-10-4 1 1 0-10-4 1 I 1.6.14
Slcale=129.9
1.5x4 II
1.5x4 = 4x8= 1.5x4 II 1.5x4 I I 1.5x4 I I 3 x 6= 1.5x4 I I
1 2 3 4 5 8 7 8 9 10 11 12 13
• : li !tt
• • � 0—
4 I — �.I1 N ._
M II 9 Ht k.." -61 CI 17 18 C I
23 21 20 19 14
9
3x6= 3x6= 1.5x4 II 3x6= 3x8=
Truss is not designed to support concentrated
loads at its cantilevered end(s).
15-5-0 15T8-13 17-2-14
I 11-4:4-00 0 1.1.8 9-0-12 I 8-4-4 0.1:8 1-8.8 I
Plate Offsets(X,Y)— I1:Edoe,0-0-121,15:0-1-8,Edgel.116:0-1-8,Edael,117:0-1-8,Eduel.121:0-1-8,Edge1,124:0.1-8,0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) 0.02 21-22 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.03 19-20 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) -0.00 18 n/a n/a Weight:99 lb FT=20%F,11%E 5.0 Code FRC2014/TPI2007 (Matrix)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purtins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 15=480/0-3-8,22=1095/0-5-8,18=808/0-3-8
Max Gray 15=530(LC 5),22=1110(LC 3),18=880(LC 4)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 23-24=-564/0,1-24=563/0,2-3=0/599,3-4=4181276,4-5=-418/276,5-6=-300/205,
6-7=0/464,7-8=0/464,8-9=-335/123,9-10=-335/123,10-11=-335/123
BOT CHORD 22-23=-599/0,21-22=-440/206,20-21=276/418,19-20=-276/418,16.17=123/335
WEBS 2-22=731/0,12-15=263/0,2-23=01848,6-18=-623/0,3-22=-561/0,6-19=-29/262,
3-21=0/413,11-15=359/2,8-18=539/0,8-17=0/353
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ,,„W i l i ng',�,'
be attached to walls at their outer ends or restrained by other means. ,`,�OPQU I N t, 0�,'
5)CAUTION,Do not erect truss backwards.
`�. ,.*.CENS jz.c' ,.•
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
• ' No 68182
Uniform Loads(ptf) *
•
:' ■
Vert:14-23=10,1-13=-100 � i / �
6*
81 82
Loads(lb)
Vert:1=-514 � u .r
�
•:.� tt • E OF :�
p to
.
Joaquin Velez PE No.68182
MRek USA,Inc.FL U1'6811 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
■
0 WARNING..Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10/530015 BEFORE USE.
Design valid for use only with MITel®connectors.This design is based only upon parameters shown.and is for an individual building component.not
o truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate the design into the overall MiTek*
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.
fabrication.storage,delvery.erection and bracing of trusses and truss systems.see ANSI/7PI1 Quay Criteria,DSB-89 and SCSI Building Component Tampa,P rk 33610 0
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314.
i
/ Job Truss Truss Type Qty Ply Hill Residence
77547532
15-081265 F5 Flee( 1 1
Job Reference(option-I)
TRUSSMART BUILDING COMPONENTS. Midway,GA 31320 7.640 a Sep 29 2015 MiTek Industries,Inc. Wed Oct 21 13:58:16 2015 Page 1
ID:fNtgAONRPUgAZy3WETgFAykJ7Y-tXNRuogDSBt 2A6Hhm?a9xLiM9yIHcfAj6XOEvyRB95
0-1-8
H 1 I 1-3-0 1 I alo a I I 0-10-4 I 1- p1e
=1:29.7
1.5x4 = 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 =
1 2 3 4 5 6 7 8 9 10 11 12 13
�aaarr_..�wr_a.∎,...■r.wa�a■... 1 w■11 re
i2
4 �.r il 1 r I III ,I i ,II� II 25 ¢,I ..1ec_a1.a�..��I / _. ��..�....�_
■.�a1.1_aY.r-r-aV-Y-aY�ei Y∎∎.,0.p.m
721 n 17 16 �ra 14
23 - 21 20 19
3x6= 1.5x4 I I 3x6= 3x6=
Truss is not designed to support concentrated
loads at its cantilevered end(s).
1-4-0 1-018 6-5-4 I 9-0-12 I 15-5-0 156-8 17-2-14 I
1-4-0 0-1-B 4-11-12 2-7-8 6-4-4 0.1-8 1.843
Plate Offsets(X,Y)— 15:0-1-8,Edoe1.1 13:0-1-8,Edoe1.f16:0-1-8.Edoel.117:0.1-8,Edoel,121:0-1-8,Edoel.124:0.1-8.0-0-121.125:0-1-8.0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.02 19-20 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.02 19-20 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 15 n/a n/a Weight:100 lb FT=20%F,11%E
BCDL 5.0 Code FRC2014/TPI2007 (Matrix)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 22=1208/0-5-8,18=833/0-3-8,15=468/0-3-8
Max Gray 22=1222(LC 3),18=887(LC 4),15=514(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-24/362,2-34/363,3-4=-451/152,4-5=-451/152,5-6=323/122,6-7=0/454,
7-84/454,8-9=342/109,9-10=-342/109,10-11=342/109
BOT CHORD 21-22=288/247,20-21=-152/451,19-20=152/451,16-17=-109/342,15-16=90/253
WEBS 2-22=579/0,1-22=-498/0,6-18=632/0,3-22=-451/0,6-19=0/273,3-21=0/377,
11-15=362/0,8-18=533/0,8-17=0/346
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ,,`,111 111111111,,
be attached to walls at their outer ends or restrained by other means. ,,,,'k t I N `A-,iit
5)CAUTION,Do not erect truss backwards.
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). , •••�G E N. •• ,,-
LOAD CASE(S) Standard No 68182
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ' * •' •,•* =
Uniform Loads(plf) _
Vert:14-23=-10,1-2=614(F=-514),2-13=-100 /1:11,:'0•1 / * . ...
•:13'. I •�:
' O
'. . O R\Q• Qj *Z.
�iNA'E�.��,�
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
0 WARNING-Verify design parameters and READ NOTES ON TIIS AND INCLUDED*ITEK REFERANCE PAGE 5e1-7473 rev.10/032015 BEFORE USE. NI
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 oppicabilty of design parameters and properly incorporate this design into the overall MiTek'
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always reguked for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East BNd
fabrication.storage,delivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Cdteda,055-89 and SCSI Building Component Tampa.P,it 33610
I Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314.
7 i
Job Truss Truss Type Qty Ply H11 Residence
17547533
15-081265 Fe Floor 3 1
Job Reference(ootionall
TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.6401 Sep 29 2015 MiTek Industries.Inc.Wed Oct 21 13:58:17 2015 Page 1
ID:fNtgA0 NRP UgAZy3 W ETgFAykJ7Y-Ljxg68rrDV?rgJhTE UXph8uw72Fm03GDK�y�gmGymMyRB94
1-3-0 I I 1-11-0 I I 1-5-14 I Op
Scale=1:15.2
1.5x4 II 1.5x4 II 1.5x4 II
1 23x4 = 3
4 3x4 = 5 3x6= 6
•
s ° �
_NI
.._ r 12
C•1.5x4 = 0
s
11 10 9 7
354= 1.5x4 I I 3x8=
3
3x4= x6=
Truss is not designed to support concentrated
loads at its cantilevered end(s).
6-2-0 ¢4q 8-0.6 I
I
6-2-0 d-2-0 1-8.8
Plate Offsets(X.Y)— 11:Edoe,0-0-121,14:0-1-8,Ed0e1,(10:0-1-8,Edoel,112:0-1-8,0.0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Ildefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.05 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.08 10-11 >949 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 8 n/a n/a Weight:45 lb FT=20%F,11%E BCDL 5.0 Code FRC2014/TPI2007 (Matrix)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:7-8.
1 REACTIONS. (lb/size) 8=546/0-3-8,11=310/Mechanical
Max Gray 8=546(LC 1),11=329(LC 3)
II FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=367/0,3-4=-367/0
BOT CHORD 10-11=0/282,9-10=0/367,8-9=0/367
WEBS 2-11=383/0,4-8=-565/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards. ,,`% 001 1N V e10t,,
s7 e
No 68182
irk •;* _
r. . r / / * .• • :•' • E OF '�U
t.
Joaquin Velez PE No.68182
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
411 4
A WARNING•Verify design parameters and READ NOTES ON MS AND INCLUDED IwTEK REFERANCE PAGE IWI-7473 rev.10/0312015 BEFORE USE. la I
Design valid for use only with MITekE connectors.This design a based only upon parameters shown.and is for an individual building component.not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek•
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always requied for stability and to prevent collapse with possible personal injury and property damage.For general guidance regard'i'ng the 6904 Parke East BNd.
fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria.051-89 and BCSI Building Component Tampa,04 Parke East0
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314.
Job Truss Truss Type Qty 'Ply Mil Residence
17547534
15-081265 F7 Floor 1 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.640 s Sep 29 2015 M,Tek Industries,Inc.Wed Oct 21 13:58:17 2015 Page 1
I D:fly tgAQ N R P U gA4y3 W E Tg FAykJ 73/-Lj xg68rrDV?rg J hT E U XphB uvXZE h03o8Ktym Gym My R B94
I 1-3-0 I I 2-3-0 I I 1-5-8 I -I--1 A
Scale=1:15.7
1.5x4 II 1.584 II 1.5x4 II
1 2304= 3 4 3x4= 5 3x6= 6
9 • •
•
12
• •N \ 1504 = o
• •
1 t0 • 9• 7
V 3x4 = 1.504 II 3x6
3x4= 3x6
Truss is not designed to support concentrated
loads at its cantilevered end(s).
5.1-8 I 680 617-Q 8-3-14 I
I
5-1-8 1-4-8 0.1-8 1-8-6
Plate Offsets(X,3/)— 11:Edge,0-0-121,14:0-1-8,Edge1.110:0-1-8,Edae).112:0-1-8,0.0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.06 10-11 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.10 10-11 >811 240
BCLL 0.0 Rep Stress!nor YES WB 0.09 Horz(TL) 0.00 8 n/a n/a
BCDL 5.0 Code FRC2014/TPI2007 (Matrix) Weight:46 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:7-8.
REACTIONS. (lb/size) 8=557/0-3-8,11=331/0-3-8
Max Gray 8=557(LC 1),11=348(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-408/0,3.4=-408/0
BOT CHORD 10-11=0/300,9-10=0/408,8-9=0/408
WEBS 2-11=-407/0,4-8=-621/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
�0111111/till,
�. .••�GEIVS�.1 ',,•
• No 68182 •
' O •
11:,��O N A` �.s`�
Joaquin Velez PE No.68182
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
4 I
0 WARNING-Welly design paramatars and READ NOTES ON THIS AND INCLUDED BMTEX REFERANCE PAGE 810/-7473 rev.10/03/2015 BEFORE USE. 111
Design valid for use only with MTeke 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 appicabiity of design parameters and properly incorporate this design into the overall M-Tek-
building design. Bracing indicated is to prevent tucking of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always rexlu'ed for stably and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East BNd
fabrication.storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria.DS8.89 and SCSI Building Component Tampa,04 P Parke East 0
Safety Infomsatton available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314.
J /
Job Truss Truss Type Qty Ply Hal Residence
17547535
15-081265 F8 FLOOR GIRDER 1 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 0 Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 13:58:18 2015 Page 1
I D:f ly tgAQ N R P UgAZ y3 W ETg FAykJ 7 3/-pvV C J U sT_p7 i ITGgo B22 E MRBezcd 1V dTAQOVJoyR B93
I 1-3-0 I I 1-69 I
3x6 I I 3x6 I I 3x6 1 1 3 x 6 1 1
3x8 I I Scale..1:11.1
1 10 2 11 3 4 5
1,
•
1
• • •
1.5x4 II 354 =
9 8 7
3x4=
3x4 =
5-9-9 I
I 5.9.9
Plate Offsets(X,Y)— 13:0-3-0.0.0-01,17:0-1-8,Edae)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IOc) Vdefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.02 6-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.04 6-7 >999 240
BCLL 0.0 Rep Stress Ina' NO VW 0.14 Horz(TL) 0.01 6 n/a n/a Weight:39 lb FT=20%F,11%E 5.0 Code FRC2014/TPI2007 (Matrix)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=617/0-3-8,9=692/Mechanical
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=743/0,3-11=743/0,34=743/0
BOT CHORD 8-9=0/743,7-8=0/743,6-74/631
WEBS 4-6=-837/0,2-9=-968/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)309 lb down at 0-8-1,and 229 lb
down at 2-8-1,and 309 lb down at 4-8-1 on top chord. The design/selection of such connection device(s)is the responsibility of ,`,%%1111111111 ,,
others. `�� QU IN VF ti
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `� OQ` •E �� Ii�,
♦• .* \�\G NSF• �.•LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •
• No 68182
Uniform Loads(plf) •
: ••'
*; 1*
Vert:6-9=-10,1-5=-100
Concentrated Loads(Ib) / / * • ••■
Vert:4=229(F)10=-229(F)11=229(F) T'0/ CC r.
e'•.I , E OF • � ♦
0 • l
ill /ONAk E‘0%
Joaquin Velez FE No.68182
MITek USA,Inc.FL Cell 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
I
il 0 WARNING-Verify design paramer rs and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE A11-7473 rev.10/03/2015 BEFORE USE.
id
Design valid for use only with dvLTek®connectors.This design k based only upon parameters shown,and'a for on indiv""dual building component.not
a fuss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated 4 to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stabaity and to prevent collapse with possible personal injury and property damage.For generol guidance regarding the 6904 Parke East Blvd.
fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/1911 QuaBy Cdleda,DSB-89 and SCSI Building Component Tampa,P,Parke 33610
Safety Information available from Truss Plate Institute.218 N.Lee Street.Sidle 312,Alexandria.VA 22314.
J
Job Truss Truss Type Qty Ply Hal Residence 77547536
15-081265 F9 Floor Girder 1 1
Job$eference(optional)
TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 13:58:19 2015 Page 1
ID:fNtgAQ N RPUgAZjy3W ETg FAykJ 7Y-H63aXgt516FZvdrsMuZHm ZzBOMogUtJdP412rEyR892
0-1-8 1-6-14 H I 1-3.0 I I 0-11-8 I Cale=1:27.5
1.5x4 II
1.5x4 = 4x4= 3x4= 3x10= 3x10= 2x4 II 1.5x4 II 5x8 = 1.5x4 II
1 2 3
4 20 5 6 7 8 93x8 = 10
•
5 I I 4////i r N„ / N11111110/41111\1111111111%;g iir /al IFrAd /`,II1 - ,1!
OM 14 13 r
17 18 15 11
3x6 = 4x4= 3x4 = 3x4= 4x4= 5x8= 3x6= 3x4=
Truss is not designed to support concentrated
loads at its cantilevered end(s).
7-9-0 I 10-3-0 11-5-8 14-1-0 141248 15-10-14 I 7-9.0 2S0 + 1-2-8 I 2-7-8 0-4-8 1-8-6
Plate Offsets(X.Y)— I1:Edae,0.0-121,(6:0-1-8.Edoel.f13:0-1-8,Edae1.114:0-1-8,Edael.119:0.1-8.0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.22 14-15 >769 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.35 14-15 >484 240
BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.05 12 n/a n/a Weight:89 lb FT=20%F,11%E 5.0 Code FRC2014/TPI2007 (Matrix)
LUMBER- BRACING-
TOP CHORD 2x4 SP SS(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
4-5:2x4 SP No.2(flat) end verticals.
BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:11-12.
REACTIONS. (lb/size) 18=1019/0-5-8,12=1296/0-3-8
Max Gray 18=1028(LC 3),12=1296(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1907/0,3-4=-3235/0,420=388110,5-20=-3881/0,5-6=-2412/0,6-7=-2396/0,
7-8=2396/0
BOT CHORD 17-18=0/1116,16-17=0/2661,15-16=0/3917,14-15=0/3730,13-14=0/2396,12-13=0/1122
WEBS 9-12=-348/0,2-18=1483/0,8-12=-1549/0,2-17=0/1100,8-13=0/1756,3-17=-1049/0,
3-16=0/793,4-16=882/0,7-13=-817/0,5-15=0/262,5-14=-1739/0,6-14=0/708
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ,``11111111/t��,
be attached to walls at their outer ends or restrained by other means. ��,,OPa ' N , SI ,■��,,
4)CAUTION,Do not erect truss backwards.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)672 lb down at 7-8-12 on top chord. �� • •••�G E N S•• ice,
The design/selection of such connection device(s)is the responsibility of others. • �' �•••• •
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 68182
LOAD CASE(S) Standard . *
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 / * • ■
Uniform Loads(plf) � �'O /
Vert 11-18=-10,1-10=100 i • •N.: • E OF <<J
Concentrated Loads(lb) �0 / P•• �:
i
Vert:20=-592(B) �� 1� y O R\ •••�`•��
/It �O N A�'c.%%
Joaquin Velez PE No.68182
MRek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Data
October 21,2015
1
0 WARNING-Verify design param•tors and READ NOTES ON THIS AND INCLUDED ACTEK REFERANCE PAGE MU-7473 rev.10/03.2015 BEFORE USE.
III
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is fa an individual btlilaing component.not
a truss system.Before use,the buidirsg designer must verity the applicability of design parameters and property incorporate this design into the overall MiTek'
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is allays reguked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 parka East Blvd.
fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/SPIT Quality Criteria,DSS-89 and SCSI Building Component Tampa,04 FL East
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314.
.7 t
Job Truss Truss Type Qty Ply Hill Residence
17547537
15-081265 F10 Floor 1 1
Job Reference footional)
TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Sep 29 2015 MTek Industries.Inc.Wed Oct 21 13:58:13 2015 Page 1
ID:fNtg AQNRPUgAT.Iy3WETOFAykJ7Y-SyiJGnOKAGVPBiNi?eStXIjALyoP4CRk1 BlkdbyRB98
0.1.8
H I 1-3-0 1 1 1-7-8 1
Scale=1:27.7
1.5x4 11
1.5x4 = 3x6= 1.5x4 11 3x8= 1.5x4 II
1 2 3 4 5 • 7 8 9
e
O. z' OA tic rit,
016 ���
_ ��o_Ze.
. e e Allikr.A1..71144FINOI21411LWIIII4 I
�r
OM 16 15 74 t3 12 11 10
3x8= 3x6= 1.5x4 11 3x6=
10.3-0 12-1-8 13.4-8 16-0-0
Y-&0 I 1-3-0 I 1-3-0 { 2-6.0 1 { I I
2-9-0 1-30 1-30 280 2.8-0 1-10$ 1-3-0 2-7-8
Plate Offsets(X,Y)— I1:Edge,0.0-121,17:0-1-8,Edgel.113:0-1-8,Edgel,118:0-1-8,0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.26 13-14 >724 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.41 13-14 >465 240
BCLL 0.0 Rep Stress Incr YES VVB 0.26 Horz(TL) 0.05 10 n/a n/a Weight:82 lb FT=20%F,11%E
BCDL 5.0 Code FRC2014/TPI2007 (Matrix)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins,
BOT CHORD 2x4 SP SS(ftat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 17=863/0-5-8,10=870/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1552/0,3-4=-2458/0,4-5=-2847/0,5-6=2375/0,6-7=2375/0,7-8=1525/0
BOT CHORD 16-17=0/929,15-16=0/2139,14-154/2775,13-144/2806,12-13=0/2375,11-12=0/2375,10-11=0/852
WEBS 8-10=-1158/0,2-17=-1234/0,8-11=0/936,2-16=0/866,7-11=-1156/0,3-16=-817/0,7-12=0/384,3-15=0/443,
4-15=-442/0,5-13=-683/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. r tt%11l 111 DigI
6)CAUTION,Do not erect truss backwards. ,`�∎%PQU I N V ,///•,00
0
�' No 68182 -
I 11,9..OR\?.. /
'ONA�E
.%'
*#•. t E O F �
:
-, • ;r P
, . (
. ms
Joaquin Velez PE No.68182
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
I
AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AITEK REFERANCE PAGE ABF7473 rev.10/03/2015 BEFORE USE. •Id
Design valid for use only with MWTek®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 MTek•
building design.Bracing Indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always requred for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll Quality Criteria,DSB$9 and SCSI Building Component Tampa,04 Parke FL 33610 0
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314.
1 c
Job Truss Truss Type Qty Ply Hill Residence 77547538
15-081265 KW1 Floor Supported Gable 2 1
Job Reference tootionall
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 13:58:19 2015 Page 1
I D:MtgAQ NRPUgAZjy3 W ETgFAykJ7Y-H63aXgt516FZvdrsMuZHmZzFm M 1 OUzEdP412rEyRB92
0•{1,18
0118
Scale=1:27.8
3x4=
1 2 3 4 5 6 7 e 8 a 10 11 12 1314
kl ,
•
•
o
•
••
_ x1129
•27 28 25 24 23 22 21 20 19 18 17 16 15
3x8=
3x4 = 3x4=
16-5-8 1
{ 16-5-8
Plate Offsets(X.Y)— I1:Edge,0-0-121.f7:0-1-8,Edge1.122:0-1-8.Edgel,128:0-1-8.0-0-121.129:0-1-8.0.0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Inc( NO WB 0.12 Horz(TL) 0.00 15 n/a nla Weight:76 lb FT=20%F,11%E
BCDL 5.0 Code FRC2014/TP12007 (Matrix)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 16-5-8.
(lb)- Max Gray All reactions 250 lb or less at joint(s)except 27=274(LC 1),15=553(LC 1),26=861(LC 1),25=828(LC 1),
24=833(LC 1),23=832(LC 1),22=929(LC 1),21=735(LC 1),20=832(LC 1),19=832(LC 1),18=835(LC 1),
17=821(LC 1),16=872(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 27-28=-270/0,1-28=269/0
WEBS 2-26=-847/0,3-25=-814/0,4-24=-820/0,5-23=-819/0,6-22=-818/0,7-21=-722/0,
8-20=-818/0,9-19=-818/0,10-18=821/0,11-17=-809/0,12-16=-855/0,13.15=698/0
NOTES-
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing. ,``,,' I,,,,'
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc. �0" O.UIN VF ,
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,• OQ` .......4 .1.,
�
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to `� ,••. . :.•
be attached to walls at their outer ends or restrained by other means.
No 68182
LOAD CASE(S) Standard *�••' •;
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf) =-9�' I
/ * • ■
Vert:15-27=10,1-14=614
�' • E OF :ii./
.,1;iONAI Es0-
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 8634
6904 Parke East Blvd.Tampa FL 33610
Date:
October 21,2015
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IMTEI(REFERANCE PAGE MlI•7473 rev.10/03/2019 BEFORE USE. pa
Design valid for use only with Mnek®connectors.This design is based only upon parameters shown.and is for on individual buitdrng component.not
a truss system.Before use.the building designer must verify the appicabifity of design parameters and properly incorporate this design into the overall MiTek-
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent 9
is always requied for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East Blvd.
rmtIo
fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/IPII Quality Criteria,058 6904 s
.89 and BCSI Building Component Tampa,FL 33610
Safety Infoan available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314.
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