HomeMy WebLinkAboutAPPROVED Trusscut Sheets 2110-0356 Ravinia 4 GL MiTek
RE: SYNERGY-RAVINIA-4-X MiTek USA, Inc.
RAVINIA 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer: SYNERGY HOMES Project Name: SYNERGY-RAVINIA-4-X
Lot/Block: Model: RAVINIA-4
Address: Subdivision: .
City: . State: .
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 170 mph
Roof Load: 45.0 psf Floor Load: N/A psf
This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T24478033 Al 6/25/2021 21 T24478053 CJ1 6/25/2021
2 T24478034 A2 6/25/2021 22 T24478054 CJ3 6/25/2021
3 T24478035 A3 6/25/2021 23 T24478055 CJ5 6/25/2021
4 T24478036 A4 6/25/2021 24 T24478056 CJ11 6/25/2021
5 T24478037 A5 6/25/2021 25 T24478057 CJ31 6/25/2021
6 T24478038 A6 6/25/2021 26 T24478058 CJ51 6/25/2021
7 T24478039 A7 6/25/2021 27 T24478059 EJ3 6/25/2021
8 T24478040 A8 6/25/2021 28 T24478060 EJ7 6/25/2021
9 T24478041 A9 6/25/2021 29 T24478061 EJ71 6/25/2021
10 T24478042 A10 6/25/2021 30 T24478062 HJ3 6/25/2021
11 T24478043 All 6/25/2021 31 T24478063 HJ7 6/25/2021
12 T24478044 Al2 6/25/2021 32 T24478064 HJ71 6/25/2021
13 T24478045 A13 6/25/2021
14 T24478046 A14 6/25/2021
15 T24478047 A15 6/25/2021
16 T24478048 B1 6/25/2021
17 T24478049 B2 6/25/2021
18 T24478050 B3 6/25/2021
19 T24478051 B4 6/25/2021
20 T24478052 B5 6/25/2021
The truss drawing(s)referenced above have been prepared by
MiTek USA,Inc under my
based on the parameters direct rs provided by Builders FirstSource(Fort Pierce).
Truss Design Engineer's Name: Lee,Julius •'•G E N
My license renewal date for the state of Florida is February 28,2023. .�� '••�'� �F••'• �:
Florida COA:6634 No 69
IMPORTANT NOTE:The seal on these truss component designs is a certification *;•
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were O'.•• ATE OF :��
given to MiTek. Any project specific information included is for MiTek 0 A,
customers file reference purpose only,and was not taken into account in the preparation of � ••. O R\ P \���
these designs. MiTek has not independently verified the applicability of the design �j s ••• ��
parameters
orr the
in of design y particular
midi d properly the be these designsi r
applicability 9 P P P Y P
into the overall building design per ANSI/TPI 1,Chapter 2. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610 June 25, 2021
nata•
1 of 1 Lee,Julius
Job Truss Truss Type Qty Ply RAVINIA
T24478033
SYNERGY-RAVINIA-4-X Al HIP GIRDER 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:51:54 2021 Page 1
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-OCxodZikkkWwWYQx3oBNBb7AjN6JC72WwMC8Vdz31 qZ
r1-0-0, 7-0-0 114-12 15-6-0 19-2-0 22-1%0 29-10-0 �0-10-Q
1-0-0 7-0-0 4-4-12 4-1-4 3-8-0 3-8-0 7-0-0 1-0-0
Scale=1:55.1
Special NAILED NAILED NAILED NAILED
5x6= Special
4.00 12 NAILED 3x8 NAILED 3x4 II 5x8= NAILED 5x8=
3 16 417 18 19 20 5 21 622 23 7
0
2 13 8 ro N
1 9
15 24 14 25 26 27 Io 1�
` 8x14 MT20HS= 2x4 7x14 MT20HS= 12 11 10
ST1.5x8 STP= Special NAILED NAILED NAILED 4x4 11 28 5x12 29 30 2x4 11 ST1.Sx8 STP=
Sx12= — 5x6=
2.00 F12 NAILED NAILED NAILED NAILED Special
7-3-0 11-4-12 15-6-0 19-2-0 22-1%0 29-10-0
7-3-0 4-1-12 4-1-4 3-8-0 3-8-0 7-0-0
Plate Offsets(X,Y)-- [2:0-0-9,0-2-1],[6:0-3-8,0-2-8],[7:0-5-4,0-2-8],[8:0-2-15,0-1-0],[13:0-6-8,0-4-0]
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 0.97 Vert(LL) -0.54 13-14 >644 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.23 13-14 >284 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(CT) 0.36 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.82 13-14 >427 240 Weight:324 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins.
3-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing.
BOT CHORD 2x6 SP M 26*Except*
5-12:2x4 SP M 31,8-12:2x6 SP No.2 "Special'indicates special hanger(s)or other connection device(s)
WEBS 2x4 SP No.3*Except* required at location(s)shown.The design/selection of such special
11-13:2x6 SP No.2,6-13:2x4 SP No.2 connection device(s)is the responsibility of others.This applies
to all applicable truss designs in this job.
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-104(LC 23)
Max Uplift 2=-1356(LC 8),8=-1378(LC 8)
Max Grav 2=2869(LC 1),8=2870(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-12307/5387,3-4=-11825/5251,4-5=-15743/7014,5-6=-15175/6773,6-7=-8455/3862,
7-8=-7211/3246
BOT CHORD 2-15=-4999/11589,14-15=-6655/15448,13-14=-6655/15448,5-13=-357/334,
11-12=-718/1610,10-11=-2935/6717,8-10=-2932/6683
WEBS 3-15=-1454/3749,4-15=-3914/1655,4-14=0/565,4-13=-216/361,11-13=-3115/7169,
6-13=-3122/7208,6-11=-3257/1575,7-11=-915/2176,7-10=-53/652
NOTES- ,,,�� ,&Ws
1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows: `�� .•• C,E N S• �i�
Top chords connected as follows:2x4-1 row at 0-7-0 oc. •• F••••
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. No 34869
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered 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. 17 t
4)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �(J
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 o •'
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O R`Q Q;••��,�
to the use of this truss component. `
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Julius Lee PE No.34869
will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634
10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6904 Parke East Blvd.Tampa FL 33610
capacity of bearing surface. Date:
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) June 25,2021
ContIi?m 1•B07b.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478033
SYNERGY-RAVINIA-4-X Al HIP GIRDER 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:51:54 2021 Page 2
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-OCxodZikkkWwWYQx3oBNBb7AjN6JC72WwMC8Vdz31 qZ
NOTES-
12)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines.
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)395 lb down and 344 lb up at 7-0-0,and 516 lb down and 501 lb up at
22-10-0 on top chord,and 605 lb down and 244 lb up at 7-1-12,and 425 lb down and 124 lb up at 22-9-4 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=-70,3-7=-70,7-9=-70,2-15=-20,13-15=-20,8-12=-20
Concentrated Loads(lb)
Vert:3=-167(B)7=-344(B)15=-605(B)10=-425(B)16=-117(B)17=-117(B)18=-117(B)20=-117(B)21=-139(B)22=-139(B)23=-139(B)24=-80(B)25=-80(B)
26=-80(B)27=-80(B)28=-58(B)29=-58(B)30=-58(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478034
SYNERGY-RAVINIA-4-X A2 HIP 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:03 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-Fx_BVepOcVfe5xcg5BrU2U?kf?6_pBBr?Gt6Kbz31 qQ
r1-0-0, 5-6-0 9-0-0 15-6-0 20-10-0 24-4-1 29-10-0 QO-10-Q
'1-0-0 5-6-0 3-6-0 6-6-0 5-4-0 3-6-1 5-5-15 1-0-0
Scale=1:55.1
4x10 MT20HS= 6x12 MT20HS=
3x411
4.00 F12
4 16 17 5 18 6
3x4 2x4
15 3 7 19
2 12 8
M
13
1 6x8= 8x10
14 to
II
ST1.5x8 STP= 2x4 11 10 ST1.5x8 STP=
6x8 2.00 12
= 3x4 11 4x10 MT20HS= 5x6—
5-6-0 9-1-8 15-6-0 20-1%0 29-10-0
5-6-0 3-7-8 6-4-8 5-4-0 9-0-0
Plate Offsets(X,Y)-- [2:0-4-0,0-3-9],[4:0-5-12,0-1-12],[6:0-9-12,0-2-12],[8:0-3-7,0-1-4],[10:0-4-12,0-2-0],[12:0-2-8,0-4-12],[13:0-4-0,0-1-8]
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 0.95 Vert(LL) -0.39 12-13 >894 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.89 12-13 >395 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.31 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.60 12-13 >585 240 Weight:166 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
4-6:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing.
BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 6-12
2-13:2x6 SP M 26,5-11:2x4 SP No.2
WEBS 2x4 SP No.3*Except*
6-12:2x4 SP No.2
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-130(LC 10)
Max Uplift 2=-705(LC 12),8=-705(LC 12)
Max Grav 2=1409(LC 1),8=1409(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4837/3656,3-4=-4896/3661,4-5=-5549/4256,5-6=-5378/4140,6-7=-2756/2113,
7-8=-3045/2401
BOT CHORD 2-14=-3362/4498,13-14=-3384/4527,12-13=-3288/4680,5-12=-447/532,10-11=-261/321,
8-10=-2127/2787
WEBS 3-13=-125/401,4-13=-633/973,10-12=-1521/2320,6-12=-2273/2973,6-10=-388/378,
7-10=-294/429,4-12=-819/1101 ` ,�L�U S'
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,� ••' G ENS
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •• F•�•, ��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 9-0-0,Exterior(2R) 34869
9-0-0 to 17-5-13,Interior(1)17-5-13 to 20-10-0,Exterior(2R)20-10-0 to 29-6-0,Interior(1)29-6-0 to 30-10-9 zone;cantilever left and * •:
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. 1J
4)Provide adequate drainage to prevent water ponding. 1111A -Z,Z.
5)All plates are MT20 plates unless otherwise indicated. 0•'. �/1%'*
6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. %'� O R Q Q:•'��,��
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 �j •. •••• `�
will fit between the bottom chord and any other members. ��j / ••�`
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �.,,��N A;
capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 lb uplift at joint 2 and 705 lb uplift at Julius Lee PE No.34869
joint 8. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478035
SYNERGY-RAVINIA-4-X A3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:05 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-BK6ywKre86vMKEm3Ccty8v43dppMH5c8SaMDOUz31 qO
r1-0-0, 7-6-0 11-0-0 14-11-0 17-6-0 18-1%0, 23-0-0 29-10-0 QO-10-Q
1-0-0 7-6-0 3-6-0 3-11-0 2-7-0 1-4-0 4-2-0 6-10-0 1-0-0
Scale=1:55.1
5x6= 5x6=
3x4=
4.00 12 4 18 5 19 6
3x4 3x4
3 7
17 20
N
16 13 21 v
2 14 7 1 8
1 15 7x10= 9
I O
2x4
a
ST1.5x8 STP= 12 11 10 ST1.5x8 STP=
6x8= 2.00 F12 2x4 I I 5x6= 5x6=
11-1-8 11 -8 17-6-0 18-10-0 23-0-0 29-10-0
7-6-0 3-7-8 0-2-0 6-2-8 1-4-0 4-2-0 6-10-0
Plate Offsets(X,Y)-- [2:0-2-2,0-2-11],[8:0-3-7,0-1-4],[13:0-4-0,0-4-0],[14:0-5-0,0-0-8]
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 0.99 Vert(LL) -0.34 14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.80 13-14 >438 240
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.33 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.52 14 >669 240 Weight:164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied.
4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing.
BOT CHORD 2x6 SP No.2*Except*
2-14:2x6 SP M 26
WEBS 2x4 SP No.3*Except*
10-13:2x4 SP No.2
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-155(LC 10)
Max Uplift 2=-701(LC 12),8=-699(LC 12)
Max Grav 2=1417(LC 1),8=1422(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5117/3882,3-4=-4570/3447,4-5=-4360/3352,5-6=-4415/3247,6-7=-4482/3233,
7-8=-3112/2226
BOT CHORD 2-15=-3582/4780,14-15=-3586/4788,13-14=-3308/4660,8-1 0=-1 961/2844
WEBS 3-14=-540/571,4-14=-859/1229,6-13=-792/1192,7-10=-960/791,5-14=-502/429,
5-13=-446/447,10-13=-2063/2981,7-13=-874/1365
♦ `�11111111/��, ,
NOTES-
♦ `�U S � I
1)Unbalanced roof live loads have been considered for this design. ♦♦ �j
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,♦♦ .••�(,E N g•• �i�
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 11-0-0,Exterior(2E) �� •• F•••, ��
11-0-0 to 18-10-0,Exterior(2R)18-10-0 to 27-3-13,Interior(1)27-3-13 to 30-10-9 zone;cantilever left and right exposed;C-C for 34869
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. '0 •c
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �44/:
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. �i ••T Q;•• ��
7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ss<0 R\Q••`�\�♦,
capacity of bearing surface. / �� ♦♦
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 701 lb uplift at joint 2 and 699 lb uplift at �.,,/O N A'1,`♦♦♦
joint 8.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478036
SYNERGY-RAVINIA-4-X A4 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:06 2021 Page 1
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-fWfK8gsGvQ1 DyOLFmJOBg7dEHD7YOXbHhE6nxwz31 qN
r1-0-0, 5-0-0 6-7-12 9-0-0 13-0-0 15-6-0 16-10-0, 22-0-0 29-10-0 �0-10-Q
1-0-0 5-0-0 1-7-12 2 4-4 4-0-0 2-6-0 1 4-0 5-2-0 7-10-0 1-0-0
Scale=1:55.1
4x6= 5x8=
4.00 12 6 17 18 7
3x4 3x4
5 8
2x4 Zz
4x12 4 1920
3 14
v
15 6 =
12
2 6x8= 9 d
1 16
10 T� N
3x4 Io
8x10=
ST1.5x8 STP= 13 12 11 ST1.5x8 STP=
3x6= 2.00 F12 2x4 11 5x6=
5x6=
6-7-12 13-1-8 15-6-0 16-10-0 22-0-0 29-10-0
6-7-12 6-5-12 2 4-8 1 4-0 5-2-0 7-10-0
Plate Offsets(X,Y)-- [2:0-6-4,0-4-0],[7:0-5-12,0-2-12],[9:0-3-7,0-1-4],[14:0-6-0,0-4-0],[15:0-5-4,0-3-12]
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) -0.35 13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.80 13 >439 240
BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.35 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.51 13 >680 240 Weight:173 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 11-14
11-14:2x4 SP No.2
SLIDER Left 2x4 SP No.3 2-3-0
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-181(LC 10)
Max Uplift 2=-700(LC 12),9=-699(LC 12)
Max Grav 2=1420(LC 1),9=1422(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-4854/3556,4-5=-4794/3457,5-6=-4214/3013,6-7=-4004/2941,7-8=-4419/3043,
8-9=-3077/2166
BOT CHORD 2-16=-3280/4512,15-16=-3280/4638,14-15=-2631/4256,9-11=-1900/2806
WEBS 5-15=-721/717,6-15=-644/1067,7-15=-462/276,7-14=-775/1274,8-11=-973/816,
11-14=-2024/2987,8-14=-751/1359
NOTES- �/►11111//j
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `� • �j
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-8-13,Interior(1)4-8-13 to 13-0-0,Exterior(2E) ♦♦� •.••�G E N S+••.• �i�
13-0-0 to 16-10-0,Exterior(2R)16-10-0 to 25-3-13,Interior(1)25-3-13 to 30-10-9 zone;cantilever left and right exposed;C-C for ♦♦ F ��
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : 34869 0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O R`Q P«•��,♦♦
capacity of bearing surface. � •••• `�
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 700 lb uplift at joint 2 and 699 lb uplift at
joint9. I �ONM-�
�//1111111100
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478037
SYNERGY-RAVINIA-4-X A5 ROOF SPECIAL 5 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:08 2021 Page 1
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-cvn4ZLtWR1 HxBiVetkRflYib70gRUTma8Ybt?pz3lgL
r1-0-0, 5-7-3 10-3-2 14-11-0 16-6-0 20-8-3 24-10-6 29-10-0
1-0-0 5-7-3 4-7-14 4-7-14 1-7-0 4-2-3 4-2-3 4-11-10 1-0-0
Scale=1:54.1
4x6=
4.00 12 5x8
6 7
3x4
5x6 zzz
4x6 5 8 3x6
22
2x4= 4 1 9
3x4 zzz
3 10
18
21 6x8
2 19
20 7x14 MT20HS_ 11 12 N
1 i
4x10 MT20HS= I�
400 MT20HS II 3x4= 2.00 F12
ST1.5x8 STP= 502 11 16 15 14 13 ST1.5x8 STP=
5x8= 3x4 I 502= 2x4 11 5x6—
7-11-2 14-11-0 16-6-0 20-8-3 24-1%6 29-10-0
7-11-2 6-11-14 1-7-0 4-2-3 4-2-3 4-11-10
Plate Offsets(X,Y)-- [2:0-2-2,3-10-0],[2:0-2-14,2-4-2],[2:0-1-14,0-2-11],[4:0-3-0,Edge],[11:0-3-3,0-1-4],[17:0-8-4,0-3-8],[18:04-0,04-0]
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 0.84 Vert(LL) -0.44 16 >802 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.99 16 >353 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.44 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.63 16 >559 240 Weight:187 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins.
BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing. Except:
7-15:2x4 SP No.2,11-16:2x6 SP No.2 10-0-0 oc bracing:15-17
WEBS 2x4 SP No.3*Except*
14-17,8-17:2x4 SP No.2
WEDGE
Left:2x8 SP 240OF 2.0E
REACTIONS. (size) 11=0-8-0,2=0-8-0
Max Horz 2=-205(LC 10)
Max Uplift 11=-701(LC 12),2=-701(LC 12)
Max Grav 11=1418(LC 1),2=1416(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=4977/3330,3-5=-4777/3113,5-6=-3893/2523,6-7=-3817/2538,7-8=-6050/3852,
8-1 0=-2770/191 1,10-11=-3104/2033
BOT CHORD 2-20=-3058/4639,18-20=-2838/4467,17-18=-3324/5716,7-17=-1783/3022,
13-14=-1806/2841,11-13=-1806/2841
WEBS 3-20=14-17 160/317,872/3003,8-107 11719/3103,8-142 15 0/1 62,/2092,101 53/1960,
4—3 0/22 &WS,L '0�,,
NOTES- •••�GENS•
1)Unbalanced roof live loads have been considered for this design. •• F•••,
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. N 0 34869
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 14-11-0,Exterior(2R)
14-11-0 to 20-8-3,Interior(1)20-8-3 to 30-10-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 17 t
to the use of this truss component. �(J
4)All plates are MT20 plates unless otherwise indicated. o •'
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R Q Q:•• 4
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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I,S,1O N A;%%%*-O%��
capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 701 lb uplift at joint 11 and 701 lb uplift Julius Lee PE No.34869
at joint 2. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478038
SYNERGY-RAVINIA-4-X A6 Roof Special 5 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:09 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-45LTmhu9CLPops3q RSyu I I EIAQ9LDw5kNCKRXFz31 qK
r1-0-0, 5-7-3 10-3-2 14-11-0 16-6-0 20-8-3 24-10-6 29-10-0
1-0-0 5-7-3 4-7-14 4-7-14 1-7-0 4-2-3 4-2-3 4-11-10 1-0-0
Scale=1:54.1
4x6=
4.00 12 5x8
7 8
5x6 WB% 3x46 5x6 zzz
22 g 3x6
2x4= 5 10
3x4 zzz
4x12 21 4 11
3 18
6x8=
2 19 10x14— 12 N
1 20 13
cd 3x4= 6x8= I�
d e 8x10- 2.00 F12
ST1.5x8 STP= 16 15 14 ST1.5x8 STP=
3x6= 3x4 11 5x12= 2x4 11 5x6—
7-11-2 14-11-0 16-6-0 20-8-3 24-1%6 29-10-0
7-11-2 6-11-14 1-7-0 4-2-3 4-2-3 4-11-10
Plate Offsets(X,Y)-- [2:0-6-4,0-4-0],[5:0-3-0,Edge],[12:0-3-3,0-1-4],[17:0-10-12,Edge],[18:0-2-0,04-0]
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 0.95 Vert(LL) -0.42 16 >836 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.94 16 >372 240
BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.45 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.60 16 >583 240 Weight:178 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
17-19:2x6 SP M 26,8-16:2x4 SP No.2
WEBS 2x4 SP No.3*Except*
15-17,9-17:2x4 SP No.2
OTHERS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-3-9
REACTIONS. (size) 12=0-8-0,2=0-8-0
Max Horz 2=-205(LC 10)
Max Uplift 12=-705(LC 12),2=-705(LC 12)
Max Grav 12=1409(LC 1),2=1409(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=4897/3310,4-6=-4698/3115,6-7=-3848/2542,7-8=-3772/2556,8-9=-5978/3892,
9-11=-2745/1925,11-12=-3079/2045
BOT CHORD 2-20=-3035/4565,18-20=-2880/4456,17-18=-3365/5649,8-17=-1816/2980,
14-15=-1817/2819,12-14=-1817/2819
WEBS 4-20=15-17 147/278,891/2984,9.0�-1745/30 866, 09-8159 1
1552/1072, 1- 5—3 0/22 018/1996,
')�jUS,L '0�,,
I
NOTES- •••�GENS•
1)Unbalanced roof live loads have been considered for this design. •• F•••,
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. N 0 34869
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 14-11-0,Exterior(2R)
14-11-0 to 20-8-3,Interior(1)20-8-3 to 30-10-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 17 t
to the use of this truss component. �(J
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o o•'
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 R Q Q:•• 4
will fit between the bottom chord and any other members. •••• G``�
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify j,�O N A,-` `,,
capacity of bearing surface. I��O N A\- ���
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 lb uplift at joint 12 and 705 lb uplift
at joint 2. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478039
SYNERGY-RAVINIA-4-X A7 Roof Special 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:10 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-YHvrzl vnzeXfR0eO?9T7rznxbgV4yNQtcs4_4hz31 qJ
r1-0-0, 5-7-3 10-3-2 14-11-0 16-6-0 20-8-3 24-10-6 29-10-0 �0-10-p
1-0-0 5-7-3 4-7-14 4-7-14 1-7-0 4-2-3 4-2-3 4-11-10 1-0-0
Scale=1:54.1
4x6=
4.00 12 5x8
6 7
3x4
5x6 zzz
4x6 5 8 3x6
23
2x4= 4 9
3x4 zzz
3 10
17
22 6x8=
2 18 10x14— 11 N
1 19 12
C55
3xa- sx8- I-
7x10 11 5x12 11 2.00 12
2x4 II 15 14 13
ST1.5x8 STP= ST1.5x8 STP=
5x8= 2x4 2x4 3x4 11 5x12= 2x4 11 5x6—
7-11-2 14-11-0 16-6-0 20-8-3 24-1%6 29-10-0
7-11-2 6-11-14 1-7-0 4-2-3 4-2-3 4-11-10
Plate Offsets(X,Y)-- [2:0-2-2,3-10-0],[2:0-1-14,0-2-11],[4:0-3-0,Edge],[11:0-3-3,0-1-4],[16:0-10-12,Edge],[17:0-4-0,0-4-0]
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 0.84 Vert(LL) -0.41 15 >845 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.93 15 >376 240
BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.44 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.59 15 >588 240 Weight:194 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. Except:
16-18,2-18:2x6 SP M 26,11-15:2x6 SP No.2 5-7-0 cc bracing:2-19
WEBS 2x4 SP No.3*Except*
14-16,8-16:2x4 SP No.2
WEDGE
Left:2x8 SP 240OF 2.0E
REACTIONS. (size) 11=0-8-0,2=0-8-0
Max Horz 2=-205(LC 10)
Max Uplift 11=-705(LC 12),2=-705(LC 12)
Max Grav 11=1409(LC 1),2=1409(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4944/3346,3-5=-4742/3131,5-6=-3850/2544,6-7=-3775/2559,7-8=-5978/3892,
8-1 0=-2745/1925,10-11=-3079/2045
BOT CHORD 2-19=-3073/4608,17-19=-2857/4430,16-17=-3362/5646,7-16=-1810/2977,
13-14=-1817/2819,11-13=-1817/2819
1111
WEBS 14 96 1163/316,891/2984,8-0/6319744/3057?8-40 1552/1072,10-614—340/22009/1985, ��jX)`�US,LF r.'
NOTES- •••�G E N S• ��
1)Unbalanced roof live loads have been considered for this design. •• F•••, �.0
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. N 0 34869
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 14-11-0,Exterior(2R) •:
14-11-0 to 20-8-3,Interior(1)20-8-3 to 30-10-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •c
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <C/
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 (� Q Q;••�����
will fit between the bottom chord and any other members. ♦ ``s•'•0 R�
6)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.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 lb uplift at joint 11 and 705 lb uplift
at joint 2. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478040
SYNERGY-RAVINIA-4-X A8 Roof Special 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:12 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-Ug 1 bOjwl UGnMgJoP6aVbwOsH5eBYQGvA3AZ58az31 q H
r1-0-0, 5-7-3 10-3-2 14-11-0 16-6-0 20-8-3 24-10-6 29-10-0
1-0-0 5-7-3 4-7-14 4-7-14 1-7-0 4-2-3 4-2-3 4-11-10 1-0-0
Scale=1:54.1
4x6=
4.00 12 5x8
6 7
3x4
5x6 zzz
4x6 5 8 3x6
25
2x4= 4 9
3x4 zzz
3 10
17
24 6x8=
2 18 19 12 10x14— 11 N
1 _ T
` ` 7x10 11 5x12 11 2.00 12 s to
2x4 11 2x4 11 ST1.5x8 STP= 15 14 13 ST1.5x8 STP=
5x8= 2x4 II 2x4 11 3x4 11 5x12= 2x4 11
5x6=
7-11-2 14-11-0 16-6-0 20-8-3 24-1%6 29-10-0
7-11-2 6-11-14 1-7-0 4-2-3 4-2-3 4-11-10
Plate Offsets(X,Y)-- [2:0-2-2,3-10-0],[2:0-1-14,0-2-11],[4:0-3-0,Edge],[11:0-3-3,0-1-4],[16:0-10-12,Edge],[17:0-4-0,0-4-0]
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 0.84 Vert(LL) -0.41 15 >845 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.93 15 >376 240
BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.44 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.59 15 >588 240 Weight:204 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. Except:
16-18,2-18:2x6 SP M 26,11-15:2x6 SP No.2 5-7-0 oc bracing:2-19
WEBS 2x4 SP No.3*Except* 5-10-0 oc bracing:17-19
14-16,8-16:2x4 SP No.2 JOINTS 1 Brace at Jt(s):19
WEDGE
Left:2x8 SP 240OF 2.0E
REACTIONS. (size) 11=0-8-0,2=0-8-0
Max Horz 2=-205(LC 10)
Max Uplift 11=-705(LC 12),2=-705(LC 12)
Max Grav 11=1409(LC 1),2=1409(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4944/3346,3-5=-4742/3131,5-6=-3850/2544,6-7=-3775/2559,7-8=-5978/3892,
8-1 0=-2745/1925,10-11=-3079/2045
BOT CHORD 2-19=-3073/4608,17-19=-2857/4430,16-17=-3362/5646,7-16=-1810/2977,
13-14=-1817/2819,11-13=-1817/2819
WEBS 3-19=-163/316,5-19=0/319,5-17=-876/780,6-17=-1332/2067,7-17=-3009/1985,
14-16=-1891/2984,8-16=-1744/3057,8-14=-1552/1072,10-14=-340/221 %1%,,,`,v`"JS
NOTES- ♦♦� .••\G E N S+••
1)Unbalanced roof live loads have been considered for this design. ♦♦ •• F•••.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 34869
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 14-11-0,Exterior(2R) = * •:
14-11-0 to 20-8-3,Interior(1)20-8-3 to 30-10-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 �i�'�� O R`p Q:���,♦♦
will fit between the bottom chord and any other members. * . •••• G``�
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,,�I� /Q N A L` `�`,,
capacity of bearing surface. IItON ",�0
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 705 Ib uplift at joint 11 and 705 Ib uplift
at joint 2. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478041
SYNERGY-RAVINIA-4-X A9 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:13 2021 Page 1
I D:V3AOncGm_iJJlgfZlyDcnzZ508-ysazc3xfFZvDITNbglOgSbPRfl Y19ldJ Iq IegOz31 qG
r1-0-0 6-0-11 11-10-0 , 13-10-8 15-11II 6T0 20-8-3 , 24-10-6 , 29-10-0 QO-10-Q
'1-0-0 6-0-11 5-9-5 2-0-8 2-1-0 6- 4-2-3 4-11-10 1-0-0
Scale=1:55.1
4x6= 2x4 11
5x6=
3x6� 5 6 7
4.00 12
4 3x6
8 3x4
3x6 22
2n2l 3 9 rn
W. 16
15
2 6x8= 10 7
7x10= 11 2.00 12 Io
ST1.Sx8 STP= 19 18 14 13 12 ST1.5x8 STP=
5x6— 5x6= 3x4 11 2x4 11 5x12= 2x4 11 5x6—
6-0-11 11-10-0 14-4-0 16-6-0 20-8-3 24-1%6 29-10-0
6-0-11 5-9-5 2-6-0 2-2-0 4-2-3 4-2-3 4-11-10
Plate Offsets(X,Y)-- [2:0-3-3,0-1-4],[10:0-3-3,0-1-4],[15:0-3-4,0-4-0],[16:0-2-12,0-3-12],[17:0-5-12,0-3-8]
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) -0.31 16-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.69 16-17 >509 240
BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.29 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.45 16-17 >786 240 Weight:189 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing.
4-18:2x4 SP No.2,7-14:2x4 SP No.3 WEBS 1 Row at midpt 17-19
WEBS 2x4 SP No.3*Except*
17-19,13-15:2x4 SP No.2
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-191(LC 10)
Max Uplift 2=-705(LC 12),10=-705(LC 12)
Max Grav 2=1409(LC 1),10=1409(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3115/2252,3-4=-4800/3473,4-5=-3866/2794,5-6=-3839/2806,6-7=-4307/3099,
7-8=-4382/3066,8-9=-2744/2039,9-10=-3080/2187
BOT CHORD 2-19=-2036/2855,4-17=-342/584,16-17=-3035/4524,15-16=-2341/3782,
12-13=-1952/2819,10-12=-1952/2819
WEBS 3-19=-881/788,17-19=-2036/2839,3-17=-1004/1634,4-16=-1074/898,5-16=-763/1107,
6-15=-921/1169,13-15=-1897/2822,8-15=-949/1582,8-13=-1181/874,9-13=-342/254
TS-
NOU Ebalanced roof live loads have been considered for this design. ` LIU S!LF����
I
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� ,•'�G E•N
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 13-10-8,Exterior(2E) •• F•••, ��
13-10-8 to 15-11-8,Exterior(2R)15-11-8 to 24-5-5,Interior(1)24-5-5 to 30-10-9 zone;cantilever left and right exposed;C-C for 34869
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 1J
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 0•'. �(/
will fit between the bottom chord and any other members. O R 10P,••��,��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 lb uplift at joint 2 and 705 lb uplift at 00' •. •• •
•
joint 10.
•
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478042
SYNERGY-RAVINIA-4-X A10 HIP 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:51:55 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-UOVAgvjNV1 en7i?8dWickpfQZnQDxa9g9Oxh23z31 qY
r1-0-0, 7-0-0 11-10-8 16-6-0 ,17-11-8, 22-0-0 , 29-10-0 QO-10-Q
'1-0-0 7-0-0 4-10-8 4-7-8 1-5-8 4-0-8 7-10-0 1-0-0
Scale=1:55.1
2x4 11
7x10 6x8=
4.00 12 4 5 20 21 6
3x6
3x8
3 7
19 22 rn
23
18 14 13
2 7x10= 7 1 = S
1 9
Io
15
ST1.Sx8 STP= 17 16 12 11 10 ST1.5x8 STP=
5x6— 5x6= 3x4 I I 2x4 I I 5x6= 5x6—
7-0-0 10-10-0 1,1-10-0 16-6-0 17-11-8, 22-0-0 29-10-0
7-0-0 3-10-0 1-0-0 4-8-0 1-5-8 4-0-8 7-10-0
Plate Offsets(X,Y)-- [2:0-3-7,0-1-4],[5:0-8-4,0-3-4],[6:0-4-0,0-2-6],[8:0-3-7,0-1-4],[13:0-4-4,0-3-12],[14:0-3-4,0-4-4]
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 0.70 Vert(LL) -0.30 15 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.70 15 >501 240
BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(CT) 0.29 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.45 15 >770 240 Weight:182 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-14 cc purlins.
5-6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-2 cc bracing. Except:
BOT CHORD 2x6 SP No.2*Except* 10-0-0 cc bracing:14-16
4-16:2x4 SP No.3
WEBS 2x4 SP No.3*Except*
14-17,10-13:2x4 SP No.2
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=164(LC 11)
Max Uplift 2=-693(LC 12),8=-694(LC 12)
Max Grav 2=1433(LC 1),8=1431(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3140/2307,3-4=-5324/3816,4-5=-5240/3798,5-6=-4480/3175,6-7=-4560/3181,
7-8=-3096/2166
BOT CHORD 2-17=-2068/2871,13-14=-2965/4441,8-10=-1894/2823
WEBS 3-17=-1343/1089,14-17=-2206/3089,3-14=-1279/2136,6-13=-664/1120,7-10=-1079/860,
10-13=-2042/3034,7-13=-892/1480,5-14=-778/1269,5-13=-242/314
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `� .•'�G E N S' ��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 11-10-8,Exterior(2E) •• F•••, ��
11-10-8 to 17-11-8,Exterior(2R)17-11-8 to 26-5-5,Interior(1)26-5-5 to 30-10-9 zone;cantilever left and right exposed;C-C for No 3486 9
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 4� N
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 �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(jt=lb) `'s•'•0 R�
2=693,8=694.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478043
SYNERGY-RAVINIA-4-X All HIP 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:51:56 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-yb3Y1 Fk?GLmelsaKADDrGOCZbBjJg23pOghFaVz31 qX
r1-0-0, 6-6-2 9-10-8 11-10-0 16-6-0 19-11-8 , 23-3-14 29-10-0 �0-10-Q
'1-0-0 6-6-2 3-4-6 1-11-8 4-8-0 3-5-8 3-4-6 6-6-2 1-01 0
Scale=1:55.1
6xl2 MT20HS=
2x4 11 4x4— 6xl2 MT20HS=
4.00 12 4 5 19 20 6 21 7
2x4 Z
i
3
18 22
rn
d>
23
17 14 13
2 y �
1 10x12= 7x10— 10
Io
ST1.5x8 STP= 16 15 12 11 ST1.5x8 STP=
5x6— 8xl0= 2x4 11 2x4 11 6x8= 5x6—
9-10-8 11-10-0 16-6-0 19-11-8 29-10-0
9-10-8 1-11-8 4-8-0 3-5-8 9-10-8
Plate Offsets(X,Y)-- [2:0-3-7,0-1-4],[4:0-6-0,0-1-11],[7:0-6-0,0-1-11],[9:0-3-7,0-1-4],[13:0-6-0,0-5-4]
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 0.81 Vert(LL) -0.29 13-14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.65 13-14 >542 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.23 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.44 13-14 >804 240 Weight:188 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins.
4-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x6 SP No.2*Except*
5-15,6-12:2x4 SP No.3
WEBS 2x4 SP No.3*Except*
14-16:2x4 SP No.2,4-14,11-13,7-13:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=138(LC 11)
Max Uplift 2=-705(LC 12),9=-705(LC 12)
Max Grav 2=1409(LC 1),9=1409(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3031/2397,3-4=-2709/2121,4-5=-5090/3939,5-6=-5188/4005,6-7=-5403/4161,
7-8=-2708/2133,8-9=-3025/2403
BOT CHORD 2-16=-2151/2772,5-14=-322/367,13-14=-3903/5482,6-13=-270/319,9-11=-2125/2766
WEBS 3-16=-342/473,4-16=-1687/1233,14-16=-2176/3174,4-14=-2560/3470,6-14=-459/310,
11-13=-1829/2699,7-13=-2410/3195,7-11=-837/670,8-11=-334/465
1)Unbalanced roof live loads have been considered for this design. ` LIU S!LF����
I
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� .•'\G E•N
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 9-10-8,Exterior(2R) •• F•••, ��
9-10-8 to 18-4-5,Interior(1)18-4-5 to 19-11-8,Exterior(2R)19-11-8 to 28-5-5,Interior(1)28-5-5 to 30-10-9 zone;cantilever left and 34869
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 1J
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 O R Q Q:•'��,��
will fit between the bottom chord and any other members. 00
8)2=705e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �i 705. O N A�-�?�`�,
/1111111110
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478044
SYNERGY-RAVINIA-4-X Al2 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:51:58 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-uzA1SwIFnyOM_AkjleFJLRHvc?QZ8uB6r_AMeOz31 qV
1-0-Q 7-0-0 10-8-0 11-10-Q 13-5-8 16-6-0 21-11-8 29-10-0 101-10-p
1-0-0 7-0-0 3-8-0 1-2-0 1-7-8 3-0-8 5-5-8 7-10-8 1-0-0
Scale=1:56.2
4x6=
4.00 12 4 6x12 MT20HS= 2x4 6x12 MT20HS=
3x4 5 6
3
21 23 24
2x4 11
8
2 17 6 14 9 1 A
1 4x4 15 10x14— 10 Iol�
2x4 11 1
ST1.5x8 STP= 20 19 18 13 12 11 ST1.5x8 STP=
5x6— 5xl2= 4x4 I I 4x4 I I 5x8= 2x4 11 5x6—
2x4 11
10-8-0 11-10-Q 13-5-8 16-6-0 21-11-8 29-10-0
7-0-0 3-8-0 1-2-0 1-7-8 3-0-8 5-5-8 7-10-8
Plate Offsets(X,Y)-- [2:0-3-3,0-1-4],[5:0-5-8,0-3-0],[7:0-9-0,0-2-8],[9:0-2-15,0-1-4],[12:0-3-8,0-2-8],[16:0-2-0,0-0-8],[17:0-4-8,0-3-12],[18:Edge,0-3-8],[20:0-3-8,0-2-8]
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 0.78 Vert(LL) -0.38 14-15 >911 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.86 14-15 >405 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.25 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.57 14-15 >615 240 Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins.
5-7:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing.
BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 7-14
16-18:2x4 SP No.3,14-17:2x6 SP M 26,6-13:2x4 SP No.1
WEBS 2x4 SP No.3*Except*
4-19,7-14:2x4 SP No.2,8-11:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-150(LC 10)
Max Uplift 2=-705(LC 12),9=-705(LC 12)
Max Grav 2=1409(LC 1),9=1409(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3062/2201,3-4=-3654/2660,4-5=-3799/2787,5-6=-6118/4481,6-7=-5964/4409,
7-8=-2898/2090,8-9=-2932/1990
BOT CHORD 2-20=-1954/2795,19-20=-218/315,18-19=-180/252,16-17=-4097/5985,
15-16=-4277/6237,14-15=-4281/6253,6-14=-289/352,12-13=-384/559,
11-12=-1796/2682,9-11=-1796/2682
WEBS 3-20=-697/621,4-17=-1511/2138,5-17=-3033/2193,5-14=-263/55,12-14=-1431/2164,
7-14=-2476/3429,7-12=-425/424,17-20=-1830/2616,3-17=-299/727,8-11=-1 02/321
NOTES- �� . G E NS'•
1)Unbalanced roof live loads have been considered for this design. ��� F•••. ��
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. N 34869
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 10-8-0,Exterior(2E) = *:: •:* =
10-8-0 to 13-5-8,Interior(1)13-5-8 to 21-11-8,Exterior(2R)21-11-8 to 27-10-13,Interior(1)27-10-13 to 30-10-9 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. O
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated. �i�'�,f• O R,Q
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j`S1 •••• `�,�
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 �j ••�` ��
will fit between the bottom chord and any other members. ON
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=705,9=705. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478045
SYNERGY-RAVINIA-4-X A13 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:51:59 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-MAkhgGmtYG8CcJJvsLmYueg69OgTtPyF4evvBgz31 qU
1-0-0, 7-4-0 10-8-0 11-10-q 15-5-8 16-6-Q 20-9-13 23-11-8 , 29-10-0
'ii 7-4-0 3 4-0 1-2-0 3-7-8 1-0-8 4-3-13 3-1-11 5-10-8 1-0-0
Scale=1:54.5
4x4=
4.00 12 4 2x4 11
3x4% 46= 5x6= 5x8=
3 5
6 7
19 71 22
2
rn
Li N
1 2 15 14 9 10 T u? w
5xl2= told
16
ST1.5x8 STP= 18 17 13 3x4
5x6— 3x4= 2x4 11 2x4 11 12 11
ST1.5x8 STP= 2x4 11
6x8=
7-4-0 10-8-0 1-10- 15-5-8 16-6- 20-8-0 20- 13 23-11-8 29-10-0
7-4-0 3-4-0 1-2-0 3-7-8 1-0-8 4-2-0 0- -13 3__1
5-10-8
Plate Offsets(X,Y)-- [2:0-0-0,0-1-11],[8:0-5-4,0-2-8],[9:0-0-8,0-1-8],[14:0-3-12,0-2-4],[15:0-2-4,0-2-12]
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 0.67 Vert(LL) -0.08 2-18 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.21 2-18 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.04 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 2-18 >999 240 Weight:150 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
6-13:2x4 SP No.3
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. All bearings 9-2-0 except Qt=length)2=0-8-0.
(lb)- Max Horz 2=-150(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-451(LC 12),9=-135(LC 12),
12=-906(LC 12),11=-212(LC 17)
Max Grav All reactions 250 lb or less at joint(s)9,11 except 2=848(LC 1),
12=2049(LC 1),12=2049(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1427/988,3-4=-1122/832,4-5=-1159/830,7-8=-995/1640,8-9=-309/615
BOT CHORD 2-18=-819/1295,14-15=-424/793,11-12=-491/385,9-11=-511/395
WEBS 4-15=-291/484,5-15=-104/336,5-14=-925/725,12-14=-1637/1190,7-14=-1204/1857,
7-12=-813/669,8-12=-1396/978,8-11=-139/334,15-18=-829/1300,3-15=-344/354
NOTES-
1)Unbalanced roof live loads have been considered for this design. ♦♦� •�G E N S'••.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦♦ •• F ••. ��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 10-8-0,Exterior(2E) 34869
10-8-0 to 15-5-8,Interior(1)15-5-8 to 23-11-8,Exterior(2R)23-11-8 to 29-10-0,Interior(1)29-10-0 to 30-10-9 zone;cantilever left and = * •:
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. !c
4)Provide adequate drainage to prevent water ponding. O ;�4(/:
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 �i�'� ' O R Q Q:••��,♦♦
will fit between the bottom chord and any other members. �j ••• `�
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 451 lb uplift at joint 2,135 lb uplift at �I� •••�`joint 9,906 lb uplift at joint 12 and 212 lb uplift at joint 11. �11 11111 A;000���
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478046
SYNERGY-RAVINIA-4-X A14 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:00 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-rM 13tcnVJaG3ETt5P3lnRsNGRo9ucq W PJ IfSjGz31 qT
1-0-q 7-4-0 10-8-0 11-1%9 14-3-7 17-2-0 , 20-9-0 25-8-0 29-10-0 3p-1"
'1-OO 7-4-0 3-4-0 1-2-0 2-5-7 2-10-9 3-7-0 4-11-0 4-2-0 1-0-0
Scale=1:56.2
4x4=
4.00 12 4
3x4 3x4
3 5 5x8=
21 2x4 11 5x8=
20 6 7
N
9
1 2 10 n d
13
15 14 Io Io
ST1.5x8 STP= 19 18 17 4x4= 2x4 12 11 ST1.5x8 STP=
6x8— 4x4= 2x4 I I ST1.5x8 STP= 2x4 11 3x4—
6x8= 6x8=
6x8=
7 4-0 10-8-0 1-1% 14-3-7 17-2-0 20-9-0 21-4 0 25-8-0 29-10-0
7-4-0 3 4-0 1-2-0 2-5-7 2-10-9 3-7-0 -7- 4 4-0
Plate Offsets(X,Y)-- [2:0-0-0,0-2-6],[6:0-6-0,0-2-0],[8:0-5-4,0-2-8],[13:0-3-4,0-3-0],[16:0-2-8,0-2-8]
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 0.76 Vert(LL) -0.09 17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.23 2-19 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.14 17 >999 240 Weight:145 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 cc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-4-6 cc bracing.
7-12:2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,12=0-7-0,9=0-8-0
Max Horz 2=150(LC 11)
Max Uplift 2=-496(LC 12),12=-694(LC 12),9=-210(LC 12)
Max Grav 2=952(LC 1),12=1608(LC 1),9=309(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1718/1177,3-4=-1377/1016,4-5=-1415/1031,5-6=-1761/1274,6-7=-956/1500,
7-8=-555/959
BOT CHORD 2-19=-997/1530,15-16=-1034/1659,14-15=-907/1428,13-14=-892/1423,
12-13=-1229/929,7-13=-409/439
WEBS 4-16=-470/693,6-13=-3011/2049,16-19=-971/1475,3-16=-389/381,5-16=-458/417,
8-12=-1049/656 ``�I1111111///�I
NOTES- ,`,���,�`�US
1)Unbalanced roof live loads have been considered for this design. ♦�� ••'�(,E N S••. �i�
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. : •• F ��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 10-8-0,Exterior(2R) . 34869 0
10-8-0 to 16-8-0,Interior(1)16-8-0 to 25-8-0,Exterior(2E)25-8-0 to 30-10-9 zone;cantilever left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. 'fl c
4)Provide adequate drainage to prevent water ponding. 0
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 �i ••'C� O R`Q Q;•���,♦♦
will fit between the bottom chord and any other members. s•'•.. •
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 496 lb uplift at joint 2,694 lb uplift at tS
joint 12 and 210 lb uplift at joint 9.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478047
SYNERGY-RAVINIA-4-X A15 ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:02 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-nlQpl IpmrBXnTn 1 UXUKFW HScxctA4rlimc8Zn9z31 qR
1-0-Q 7-4-0 10-8-0 11-10-Q 15-1-0 18 4-0 20-9-0 23-9-8 26-10-0 , 29-1%0 30-10-Q
'1-OO 7-4-0 3-4-0 1-2-0 3-3-0 3-3-0 2-5-0 3-0-8 3-0-8 3-0-0 1-0-0
Scale=1:56.2
4x4=
4.00 12 4
3 5 Special
5x8= NAILED 5x8=
6 7 NAILED 8 NAILED 10
2 4 96 11 I�
1 12 I� o
u;
18 17 4x12— 7 28 o
ST1.5x8 STP= 22 21 20 4x4= 2x4 11 1.6e 15 14 29 13 ST1.5x8 STP=
4x4=
4x4= 2x4 ST1.5x8 STP= 2x4 11
6x8= 3x8= NAILED Special
NAILED
NAILED
10-8-0 1-10- 15-1-0 18 4-0 20-9-0 21-4 0 23-9-8 26-10-0 29-10-0
7 4-0 3 4-0 1-2-0 3-3-0 3-3-0 2-5-0 7- 2-5-8 3-0-8 3-0-0
Plate Offsets(X,Y)-- [6:0-5-12,0-2-8],[9:0-5-4,0-2-8],[11:0-3-9,0-1-8],[11:Edge,0-2-1],[15:0-2-4,0-1-8],[19:0-2-0,0-2-8]
LOADING (psf) SPACING- 1-6-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.06 2-22 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.17 2-22 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(CT) 0.04 23 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.09 2-22 >999 240 Weight:148 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins.
6-9:2x4 SP M 31,9-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2x4 SP No.2*Except*
7-23:2x8 SP 240OF 2.OE
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3 2-5-5
REACTIONS. (size) 2=0-8-0,11=0-8-0,23=0-7-0
Max Horz 2=112(LC 24)
Max Uplift 2=-377(LC 25),11=-338(LC 8),23=-533(LC 8)
Max Grav 2=714(LC 1),11=642(LC 30),23=1240(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1289/561,3-4=-989/486,4-5=-1023/486,5-6=-1262/605,6-7=-630/1549,
7-8=-403/1045,8-9=-544/566,9-11=-587/483
BOT CHORD 2-22=-445/1153,18-19=-489/1188,17-18=-321/593,16-17=-310/587,15-23=-1240/533,
15-16=-884/413,7-16=-265/165,14-15=-580/608,13-14=-475/611,11-13=-477/599
WEBS 4-19=-201/468,5-19=-346/199,6-18=-247/656,6-16=-2158/921,9-14=-252/87,
19-22=-420/1074,3-19=-345/185,8-15=-799/333 `%J1111111111
NOTES- ,,��� ,&WS
1)Unbalanced roof live loads have been considered for this design. `�� ••'\G E N S• �i�
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •• F•�••
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 No 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 3x4 MT20 unless otherwise indicated. r
6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10 �(J
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. Q Q;••\�,,�
8)Bearing atjoint(s)23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OR\
capacity of bearing surface. G
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 377 lb uplift at joint 2,338 lb uplift at IS��N A; ,�,,
joint 11 and 533 lb uplift at joint 23.
Rill
10)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. Julius Lee PE No.34869
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)314 lb down and 135 lb up at MiTek USA,Inc.FL Cert 6634
30-10-9,and 167 lb down and 174 lb up at 26-10-0 on top chord,and 54 lb down at 26-8-15 on bottom chord. The 6904 Parke East Blvd.Tampa FL 33610
design/selection of such connection device(s)is the responsibility of others. Date:
12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). June 25,2021
Continued on page 2
LOAD CASE(S) Standard
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478047
SYNERGY-RAVINIA-4-X A15 ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:02 2021 Page 2
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-nlQpl IpmrBXnTn 1 UXUKFW HScxctA4rlimc8Zn9z31 qR
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-53,4-6=-52,6-9=-53,9-12=-53,2-20=-15,16-19=-15,11-15=-15
Concentrated Loads(lb)
Vert:9=-50(F)12=-300(F)13=-7(F)24=-13(F)25=-13(F)26=-13(F)27=-11(F)28=-11(F)29=-11(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478048
SYNERGY-RAVINIA-4-X B1 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:14 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-Q28MpPyHOtl4vdynE?Y3?pyh ERxouJ8TXU2CDSz31 q F
1-0-0 5-5-11 10-8-0 15-4-0 20-0-0 21 4-0
1-0-0 5-5-11 5-2-5 4-8-0 4-8-0
Scale=1:40.8
4x6 11
4
4.00 12
3x4
2x4\\ 135
12 3 14
ST1.5x8 STP=
7
2
� o
� IN
* 'e 10 9 8 e ; 11 d
ST1.5x8 STP= 3x4= 8x10 i 2x4 11 6
5x6= 6x8
6-9-8 11-10-0 15-4-0 21-4-0
6-9-8 5-0-8 3-6-0 6-0-0
Plate Offsets(X,Y)-- [2:0-3-7,0-1-0],[6:0-3-8,0-3-0],[9:0-4-11,0-2-10]
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 0.61 Vert(LL) -0.08 9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.18 6-8 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) 0.09 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 9-10 >999 240 Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
2-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing.
WEBS 2x4 SP No.3*Except*
7-11:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,11=0-7-0
Max Horz 2=-124(LC 10)
Max Uplift 2=-539(LC 12),11=-411(LC 12)
Max Grav 2=1034(LC 1),11=946(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2070/1580,3-4=-1856/1465,4-5=-1628/1294,5-6=-2179/1632,6-11=-946/687
BOT CHORD 2-10=-1502/1880,9-10=-963/1353,8-9=-1531/2030,6-8=-1532/2033
WEBS 3-10=-346/449,4-10=-376/541,4-9=-314/465,5-9=-687/601
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 10-8-0,Exterior(2R)
10-8-0 to 16-8-0,Interior(1)16-8-0 to 20-11-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for �`�US C,� •`� �j
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� ••' C,E N S• �i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F••••
to the use of this truss component. No 34869
4)Provide adequate drainage to prevent water ponding.
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. 17 t
7)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. o •'
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 lb uplift at joint 2 and 411 lb uplift at O R`Q Q;•• 4%
joint 11. •••
iS%N A�E* ��.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478049
SYNERGY-RAVINIA-4-X B2 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:15 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-vFikl kzvnB9xXnX_oi31XOUsxrG5djPcl7nllvz31 qE
1-0-0 6-2-2 10-8-0 15-1-14 21-4-0
1-0-0 6-2-2 4-5-14 4-5-14 6-2-2
Scale=1:38.0
4x4=
4
4.00 12
2x4 2x4 11
3 5
10 11
6
2
' LEIIo
r e 9 8 7 e e
ST1.5x8 STP= 3x4— 3x6= 3x4— ST1.5x8 STP=
6x8= 6x8=
6-2-2 15-1-14 21-4-0
6-2-2 8-11-13 6-2-2
Plate Offsets(X,Y)-- [2:Edge,0-2-6],[6:0-0-0,0-2-6]
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) -0.17 7-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.39 7-9 >638 240
BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 6-7 >999 240 Weight:90 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0,2=0-8-0
Max Horz 2=149(LC 11)
Max Uplift 6=-415(LC 12),2=-537(LC 12)
Max Grav 6=927(LC 1),2=1030(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2025/1465,3-4=-1977/1634,4-5=-1999/1648,5-6=-2044/1474
BOT CHORD 2-9=-1300/1821,7-9=-839/1260,6-7=-1284/1842
WEBS 4-7=-638/835,5-7=-348/471,4-9=-602/810,3-9=-340/457
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 10-8-0,Exterior(2R)
10-8-0 to 16-8-0,Interior(1)16-8-0 to 21-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��jUS LF
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. ,�� .•'�G E N S+'• �i�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •• F••••
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 No 34869
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 415 lb uplift at joint 6 and 537 lb uplift at
joint 2.
4S/ON A �"0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478050
SYNERGY-RAVINIA-4-X B3 Common 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:16 2021 Page 1
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-N RG6E4zYYU Ho9x6ALQaX4El l vFbSMAsm_nXIHLz31 q D
1-0-0 6-2-2 10-8-0 15-1-14 , 21-4-0 ,22-4-0
1-0-0 6-2-2 4-5-14 4-5-14 6-2-2 1-0-0
Scale=1:38.1
4x4=
4
4.00 F12
2x4 2x4 11
3 5
11 12
2 6
1LE7 Io
e 10 9 8 ° e
ST1.5x8 STP= 3x4— 3x6= 3x4— ST1.5x8 STP=
6x8= 6x8=
6-2-2 15-1-14 21-4-0
6-2-2 8-11-13 6-2-2
Plate Offsets(X,Y)-- [2:0-0-0,0-2-6],[6:Edge,0-2-6]
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) -0.17 8-10 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.39 8-10 >635 240
BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 8-10 >999 240 Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,6=0-8-0
Max Horz 2=150(LC 11)
Max Uplift 2=-533(LC 12),6=-533(LC 12)
Max Grav 2=1027(LC 1),6=1027(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2017/1438,3-4=-1969/1607,4-5=-1969/1624,5-6=-2017/1452
BOT CHORD 2-10=-1262/1814,8-10=-796/1251,6-8=-1252/1814
WEBS 4-8=-619/812,5-8=-340/465,4-10=-607/812,3-10=-340/458
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 10-8-0,Exterior(2R)
10-8-0 to 16-8-0,Interior(1)16-8-0 to 22-4-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ``�I11111111 j�,
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60Ojos LF
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. `�� .•' C,E N S'
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F•••,
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 No 34869
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 533 lb uplift at joint 2 and 533 lb uplift at
joint 6.
%0••
iS181N A�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478051
SYNERGY-RAVINIA-4-X B4 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:17 2021 Page 1
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-rdq USQ_AJoPfm4h Mv75mdRaDSfwb5gOvDRHspnz31 qC
1-0-0 4-7-11 9-0-0 12-4-0 16-8-5 21-4-0 1 22-4-0
1-0-0 4-7-11 4-4-5 3 4-0 4-4-5 4-7-11 1-0-0
Scale=1:38.8
4x6= 4x6=
4 5
4.00 12
2x4 2L: !!x4
3 12 13 6
m
M
2 7
1 $
Io
11 10 9
ST1.5x8 STP= 4x6= 3x4= ST1.5x8 STIR=
6x8= 3x4= 6x8=
9-0-0 12-4-0 21-4-0
9-0-0 3 4-0 9-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-2-6],[7:Edge,0-2-6]
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) -0.16 2-11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.36 2-11 >686 240
BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 2-11 >999 240 Weight:94 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,7=0-8-0
Max Horz 2=-129(LC 10)
Max Uplift 2=-533(LC 12),7=-533(LC 12)
Max Grav 2=1027(LC 1),7=1027(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1959/1731,3-4=-1609/1308,4-5=-1484/1308,5-6=-1609/1319,6-7=-1959/1666
BOT CHORD 2-11=-1557/1784,9-11=-1026/1484,7-9=-1445/1784
WEBS 3-11=-424/568,4-11=-97/289,5-9=-97/289,6-9=-425/579
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. III I 111111111'
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 9-0-0,Exterior(2E) 3`�US C c
9-0-0 to 12-4-0,Exterior(2R)12-4-0 to 21-0-0,Interior(1)21-0-0 to 22-4-9 zone;cantilever left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� .••�Ci ENS•• �%
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F•••• �.0
to the use of this truss component. No 34869
4)Provide adequate drainage to prevent water ponding.
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. •c
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 533 lb uplift at joint 2 and 533 lb uplift at
joint 7.
iFS••.OR�,
S,O N A'
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478052
SYNERGY-RAVINIA-4-X B5 HIP GIRDER 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:18 2021 Page 1
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-JgOsfm?o46YWOEGZTrc?9f6NO2M Fg5g2S50PM Ez31 qB
1-0-0 7-0-0 14-4-0 i 21-4-0 ,22-4-0
1-0-0 7-0-0 7-4-0 7-0-0 1-0-0
Scale=1:38.8
NAILED
6x8= NAILED
NAILED NAILED NAILED 5x6—
4.00 12 3 10 11 12 13 144
LO
10 H
0
N
�qT 2 5 1
d1 6 Io
e e 9 15 16 8 17 7 e 'r
ST1.5x8 STP= 3x8 11 NAILED NAILED 7x10 WB= 6x8— ST1.5x8 STP=
5x8= Special NAILED Special 5x8=
7-0-0 14-4-0 21-4-0
7-0-0 7-4-0 7-0-0
Plate Offsets(X,Y)-- [2:0-0-15,0-1-5],[3:0-4-0,0-2-6],[5:0-0-15,0-1-5],[7:0-3-8,0-3-12]
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) -0.15 7-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.35 7-9 >712 240
BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(CT) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.22 7-9 >999 240 Weight:112 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins.
3-4:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing.
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,5=0-8-0
Max Horz 2=-102(LC 23)
Max Uplift 2=-1137(LC 8),5=-1137(LC 8)
Max Grav 2=2162(LC 1),5=2162(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5341/2586,3-4=-4889/2476,4-5=-5344/2586
BOT CHORD 2-9=-2324/4943,7-9=-2309/4885,5-7=-2324/4947
WEBS 3-9=-251/969,4-7=-251/987
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,,%�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `% • �j
to the use of this truss component. ,�� .••�G E IV S+'• �i�
4)Provide adequate drainage to prevent water ponding. �� •• F•••. ��
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869
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 1137 lb uplift at joint 2 and 1137 lb uplift
at joint 5.
8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. �C/ft
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)701 lb down and 393 lb up at •'.
7-0-0,and 701 lb down and 393 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. �j� 0 R`
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ON A�-��.�`,,
LOAD CASE(S) Standard 111111111100
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869
Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634
Vert:1-3=-70,3-4=-70,4-6=-70,2-5=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478052
SYNERGY-RAVINIA-4-X B5 HIP GIRDER 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:18 2021 Page 2
ID:V3Ar?ncGm_iJJlgfZlyDcnzZ508-JgOsfm?o46YWOEGZTrc?9f6NO2M Fg5g2S50PM Ez31 qB
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-139(F)4=-139(F)9=-701(F)7=-701(F)11=-139(F)12=-139(F)13=-139(F)15=-58(F)16=-58(F)17=-58(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478053
SYNERGY-RAVINIA-4-X CA Corner Jack 8 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:19 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-nOyFs6OQrPgNOOgl l Y7EisffOSohZdxCglmzugz31 qA
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:7.0
3
4.00 12
2
0
1 O
v
0
Qo 4
Qo
Qo �°
2x4=
ST1.5x8 STP=
1-0-0
1-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-0-7]
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 0.14 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=46(LC 12)
Max Uplift 3=-15(LC 1),2=-158(LC 12)
Max Grav 3=24(LC 12),2=166(LC 1),4=18(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 5)Refer between
r ogirder(s)forottom tru s toord tru trussd any other connections.members. ,,`�;1'u S ��1',,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 3 and 158 lb uplift at
joint 2.
No 34869
* :c44
"SJONA;E010
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478054
SYNERGY-RAVINIA-4-X CJ3 Corner Jack 6 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:21 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-jP3?Ho 1 gN 1 w5Fi_78zAinH k_kGT61 XRV83F3yYz31 q8
-1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:10.3
3
4.00 12
2
a
1
Q° 4
5x6=
$T1.5x8 STP= 3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-151
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 0.21 Vert(LL) -0.00 2-4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 3=-52(LC 12),2=-181(LC 12)
Max Grav 3=77(LC 17),2=239(LC 1),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 d any other
5)Refer between
r ogirder(s)forottom tru stoord tru truss members.
connections.
, �`1US�C��,,,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 181 lb uplift at ��
joint 2. E N 3• '�i
N 34869
= yt =
.�0�� • . O R`O P* \��C/
ON1811111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478055
SYNERGY-RAVINIA-4-X CJ5 Corner Jack 6 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:22 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-BbdNV8218K2ytsZKihhxKVHOTgmSm_heMj_dV?z31 q7
1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:15.7
3
4.00 F12
N
N
T
Ji 2
1
0° 4
4°
5x6=
ST1.5x8 STP—
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-11]
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) -0.03 2-4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=125(LC 12)
Max Uplift 3=-122(LC 12),2=-202(LC 12)
Max Grav 3=163(LC 17),2=318(LC 1),4=92(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 5)Refer between
r ogirder(s)forottom tru s toord tru trussd any other connections.members. ,,`�;1'u S ��1f.*
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 3 and 202 lb uplift at
joint 2. �� G E N S•
No 34869
= yt =
O
.;4U Z
S/ONA` ON
#18111n 00
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478056
SYNERGY-RAVINIA-4-X Will CORNERJACK 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:20 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-FCWd4S12cjoEdYPxaGeTE4Cg9s8zl4BLvPV WQ6z31 q9
-1-0-0 1-2-0
1-0-0 1-2-0
Scale=1:7.3
3
4.00 12
2
m
0
1 �
6
Io
0°
0°
2.00 F12
A°
3x4
Plate Offsets(X,Y)-- [2:0-3-14,0-0-91
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 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-0 cc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-0-0 cc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=49(LC 12)
Max Uplift 3=-13(LC 9),2=-152(LC 12)
Max Grav 3=15(LC 13),2=167(LC 1),4=22(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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. ,``tI1111111111�'
5)Refer to girder(s)for truss to truss connections. `,% N S LF I,
6)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. `�` .•'��,E N S'• �i,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 3 and 152 lb uplift at •' F•'•• ��
joint 2. No 34869
* :c_
"SJONA;E010
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478057
SYNERGY-RAVINIA-4-X CJ31 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:22 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-BbdNV8218K2ytsZKihhxKVH78gq 1 m_heMj_dV?z31 q7
1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:10.3
3
4.00 12
4
2
a
1
Y
0
0°
2.00 F12
3x4= 4x4
ST1.5x8 STP=
Plate Offsets(X,Y)-- [2:0-6-10,0-1-1],[2:0-0-8,0-1-0]
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 0.36 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-4 >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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=86(LC 12)
Max Uplift 3=-51(LC 12),2=-182(LC 12)
Max Grav 3=76(LC 17),2=239(LC 1),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �`�U S�
capacity of bearing surface. `� .•' C,E N S•
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 3 and 182 lb uplift at •• F•••,
joint 2. No 34869
= yt =
•
,S,ON A�
11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478058
SYNERGY-RAVINIA-4-X CJ51 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:23 2021 Page 1
I D:V3AOncGm_iJJlgfZlyDcnzZ508-gnBliU3xveAoU?8WGOCAsigAJ383VRxnbNkA1 Rz31 q6
X5-0-0
5-0-0
Scale=1:15.5
3
4.00 12
co
4
a
m
Jr 2
1 °o
0
A°
p° 0° 2.00 F12
5x6=
ST1.5x8 STP=
I
Plate Offsets(X,Y)-- [2:0-5-6,0-2-0]
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 0.78 Vert(LL) -0.01 2-4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=126(LC 12)
Max Uplift 3=-121(LC 12),2=-203(LC 12)
Max Grav 3=162(LC 17),2=318(LC 1),4=92(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `� • ��j
capacity of bearing surface. ,�� .•'�G E IV S+'• �i�
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 3 and 203 lb uplift at �� •• F•••. ��
joint 2.
34869
=-p: :cc
fill
Rill
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478059
SYNERGY-RAVINIA-4-X EJ3 Jack-Open 4 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:24 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-8_18wp4Zfylf69jip5jPPwMU_TUoEu Bxq 1 TkZtz31 q5
1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:10.3
3
4.00 12
2
a
1
Q° 4
5x6=
$T1.5x8 STP= 3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-151
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 0.21 Vert(LL) -0.00 2-4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=85(LC 12)
Max Uplift 3=-52(LC 12),2=-181(LC 12)
Max Grav 3=77(LC 17),2=239(LC 1),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 d any other
5)Refer between
r ogirder(s)forottom tru stoord tru truss members.
connections.
, �`1US�C��,,,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 181 lb uplift at ��
joint 2. �� G E N 3• '�i
N 34869
= yt =
.�0�� • . O R`O P* \��C/
ON1811111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478060
SYNERGY-RAVINIA-4-X EJ7 Jack-Open 9 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:24 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-8_18wp4Zfylf69jip5jPPwMP6TK4EuBxq 1 TkZtz31 q5
1 0 0 7-0-0
1-0-0 7-0-0
Scale=1:18.9
3
4.00 12 5
� o
N
N
2
1
4
Q° 0'
5x6=
ST1.5x8 STP=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-111
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 0.52 Vert(LL) -0.08 2-4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.19 2-4 >419 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 2-4 >484 240 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-4 cc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=166(LC 12)
Max Uplift 3=-163(LC 12),2=-231(LC 12)
Max Grav 3=228(LC 17),2=404(LC 17),4=123(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 6-11-4 zone;cantilever
left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`It,11111111111�'
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 � N S �F I�
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. `�` .• C, i ENS'•
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at joint 3 and 231 lb uplift at •' F•'•• �.0
joint 2. No 34869
* :c_
�,.6S;O N A;E0%.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478061
SYNERGY-RAVINIA-4-X EJ71 Jack-Open 5 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:25 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-cAJW794BQFQW kJ IvNpEex7vVHtj3zLQ43hDH5Kz31 q4
1-0-0 7-0-0
1-0-0 7-0-0
Scale=1:19.4
3
4.00 F12
5
d>
a
N
2
o
1
4°
p° 0. 2.00 12
5x8=
ST1.5x8 STP=
I
Plate Offsets(X,Y)-- [2:0-3-10,0-2-3]
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 0.88 Vert(LL) -0.03 2-4 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.07 2-4 >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 FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 2-4 >999 240 Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=167(LC 12)
Max Uplift 3=-153(LC 12),2=-232(LC 12)
Max Grav 3=204(LC 17),2=405(LC 17),4=141(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-9 to 4-11-7,Interior(1)4-11-7 to 6-11-4 zone;cantilever
left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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. ,,% v`IU S
rin LF I�
6)Bead at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `% • ��j
capacity of bearing surface. ........
E IV S •
+'•
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 3 and 232 lb uplift at �� •• F ••.
joint 2.
34869
=-p: :cc
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478062
SYNERGY-RAVINIA-4-X HJ3 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:26 2021 Page 1
ID:V3AOncGm_iJJlgfZlyDcnzZ508-4MtuKV5pBZYN LTt5xW ItU LSg6HA5iogEHLygemz31 q3
-1-5-0 4-2-3
1-5-0 4-2-3
Scale=1:11.1
3
t2
2.83 12 A
0
a
2 N 6
1
Q° 5 4
NAILED
NAILED
3x4=
ST1.5x8 STP=
4-2-3
4-2-3
Plate Offsets(X,Y)-- [2:0-0-4,0-1-0]
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 0.23 Vert(LL) -0.02 2-4 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 2-4 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical
Max Horz 2=84(LC 8)
Max Uplift 3=-79(LC 8),2=-274(LC 8)
Max Grav 3=111(LC 1),2=286(LC 28),4=58(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 79 lb uplift at joint 3 and 274 lb uplift at
joint 2. `% J
7) 'NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. ,�� •�G E N S+••. �I
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). o
�� •• F ••. ��
LOAD CASE(S) Standard 34869
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 * •�
Uniform Loads(plf)
Vert:1-3=-70,2-4=-20
Concentrated Loads(lb) .o
Vert:5=65(F=32,B=32) �0
Ze���,� N A�Eo
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478063
SYNERGY-RAVINIA-4-X HJ7 Diagonal Hip Girder 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:27 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-YYRGYr6RytgEzdSHVEH61 Y_sDhPfR76N W?iOACz31 q2
1-5-0 4-11-8 9-10-1
1-5-0 4-11-8 4-10-9
Scale=1:21.4
4
2.83 12 Io
3x4
3
d,
� N
N
8 2
1
0°
7
6° 6°
3x4
2x4 11 6 5
=
3x6—
4-11-8 9-10-1
4-11-8 4-10-9
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 0.78 Vert(LL) -0.03 6-7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.08 6-7 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.56 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.04 6-7 >999 240 Weight:41 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,6=Mechanical
Max Horz 2=195(LC 8)
Max Uplift 4=-241(LC 8),2=-276(LC 8),6=-107(LC 8)
Max Grav 4=346(LC 13),2=485(LC 1),6=407(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1102/350
BOT CHORD 2-7=-503/1081,6-7=-503/1081
WEBS 3-6=-1125/523
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``�I111111II/��
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 �L�U S ��
will fit between the bottom chord and any other members. �%
5)Refer to girder(s)for truss to truss connections. ,�� .• G E N g'••
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 241 lb uplift at joint 4,276 lb uplift at �� •• F ••• ��
joint 2 and 107 lb uplift at joint 6. N 34869
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 9
Uniform Loads(plf)
Vert:1-8=-70 O•' ��C/;
Trapezoidal Loads(plf) .0i�'�•' Q P;••�
Vert:8=0(F=35,B=35)-to-4=-172(F=-51,B=-51),2=-2(F=9,B=9)-to-5=-49(F=-15,B=-15) ,� �� ON
.... ,��
/11111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply RAVINIA
T24478064
SYNERGY-RAVINIA-4-X HJ71 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 14:52:28 2021 Page 1
I D:V3Ar?ncGm_iJJlgfZlyDcnzZ508-01_el B73jAo5bnOU2xoLZmX404foAeVXlfRxiez3l q 1
1-5-0 4-11-0 6-11-8 9-10-1
1-5-0 4-11-0 2-0-7 2-10-9
Scale=1:21.7
4
2.83 12 3x4
3
N
A
6
5
u7
4x4=
8 2 N
2x4 11 4x6= o
1
6°
6°
6 0
1.41 12
3x4=
4-11-0 6-11-8 9-10-1
4-11-0 2-0-7 2-10-9
Plate Offsets(X,Y)-- [2:0-8-10,0-1-0],[2:0-0-4,0-1-4]
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 0.59 Vert(LL) -0.03 2-7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.09 2-7 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.05 2-7 >999 240 Weight:46 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-14 cc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-9-13,6=Mechanical
Max Horz 2=201(LC 8)
Max Uplift 4=-117(LC 8),2=-276(LC 8),6=-232(LC 8)
Max Grav 4=180(LC 13),2=483(LC 1),6=576(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1335/481
BOT CHORD 2-7=-613/1309,6-7=-619/1311
WEBS 3-6=-1335/627
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 `� • ��j
will fit between the bottom chord and any other members. .•'�G E N s •
••
5)Refer to girder(s)for truss to truss connections. �� •• F ••.
6)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 34869 �
capacity of bearing surface. =
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 4,276 lb uplift at
joint 2 and 232 lb uplift at joint 6.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �'O !cc
' .
.0 I
LOAD CASE(S) Standard •• <C/
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �i�'� •• Q-;`•• ��
Uniform Vert 1(8Io R Loads 70 ',��j /
Trapezoidal Loads(plf) ��N A�
Vert:8=0(F=35,B=35)-to-4=-172(F=-51,B=-51),2=-2(F=9,B=9)-to-5=-49(F=-15,B=-15)
Jill
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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