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HomeMy WebLinkAboutTRUSS 8-9-18RECEIVED miler design. values are in accordance with ANSI/TPI 1 section 6.3
' : The4 truss designs rely on lumber values established by others.
sym AUG 0 9 2018
Mae; 9ST. Lucie County, Permitting
RE: 503948 -
Site Information:
Customer Info: JACKSON CONSTRUTION Project Name: NEWLAND RES.
Lot/Block: Subdivision:
Address: 6513 DELEON AVE.
City: FT. PIERCE State: FL.
MiTek USA, Inc.
6904 Parke East Blvd.
MAl pa, FL 33610-4115
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes-27 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. I
Seal# :::'
Truss Name
Date
No.
Seal#
I Truss Name
Date
1 1
T14642207
A01
7/24/18
118
1 T14642224
CO3
7/24/18
12
1 T14642208 1
A02
1 7/24/18
119
1 T14642225
1 C04
1 7/24/18
13
1 T14642209
1 A03
1 7/24/18
120
1 T14642226
1 C05
1 7/24/18
14
1 T14642210
1 A04
1.7/24/18
121
1 T14642227
1 CJ01
1 7/24/18
15
1 T14642211
1 A05
1 7/24/18
122
1 T14642228
1 CJ03
1 7/24/18
6
1 T14642212
1 A06
7/24/18
123
1 T14642229
1 CJ05
7/24/18
7
1 T14642213
1 B01
1 7/24/18
124
1 T14642230
I CJ07
1 7/24/18
18
1 T146422141
B02
1 7/24/18
125
1 T14642231
1 ER
1 7/24/18
19
1 T146422151
B03
1 7/24/18
126
1 T14642232
I G01
1 7/24/18
110
1 T146422161
B04
1 7/24/18
127
1 T14642233
1 HJ7
1 7/24/18
Ill
I T146422171
B05
1 7/24/18
1
112
1 T14642218
1 B06
1 7/24/18
113
1 T14642219
1 B07
1 7/24/18
114
1 T14642220
1 B09
1 7/24/18
115
1 T14642221
1 B10
1 7/24/18
116
1 T14642222
1 CO
7/24/18
117
1 T14642223
1 CO2
1 7/24/18
The truss drawing(s) referenced above have been.prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Tibbetts Lumber Company -Palm Bay.
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2019
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes. and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building: Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
�J11auu1i
�`�♦OPQU I N VFW4fii
J..'•GENS'•r' '.
No 68
�•' STAT OF
O •• 1v
P
•.c4 O R 1 O C?N���,
41 Pit I
0Wer
Joaquin -Velez BE C1c 68i8� = ; . ` J
MITek USA, Inc. FL Cert 6634
69D4 Parke East Blvd. Tartipa FL 33610
Date:
July 24,2018
Velez, Joaquin 1 of 1
Job
Truss
Truss Type
Qty
Ply
T14642207
503948
A01
Hip Girder
1
i
Job Reference (optional)
I IDD911S LOmDer G0, Farm bay, t-L
9-0-0 I 13-10-14 I 1&8-1
2-40 3-0-0 3-0-0 4-10.14 I 4-9-2
6x8 MT20HS
2x4 I
5.00 12
4 19 5
1
qI
0
O.GGV J
ID:ikE4e4viWs5mxA1
7x8 = 2x4 11
6 7 20
GY GV IO IVIIICI�IIIVYJuI , IV. duo vul c-t V,.,,.cl cV,V I uyc ,
34-0 34-0
6x8 MT20HS =
Scale=1:62.4
18 17 21 22 16 23 24 15 25 26 74 27 28 13 12
7x8 6x6 = 2x4 1 6x6 = 7x8
Sx12 MT20HS = Sx12 MT20HS =
Plate Offsets (X,Y)-- [4.0-4-0 0-2-2] [6:0-4-0 0-4-8] [8:0-4-0 0-2-2] f12:0-3-4 0-4-121
113:0-3-0 0-4-41 114:U-b-o U-4-8j,Ilb:U-b-U,U-4-bj,tl/:U-J-U,U-4-41,1]tl:U-J-4,U-4-]ZI
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.73
Vert(LL) 0.52
15 >757 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.53
Vert(CT) -0.58
15 >678 180
MT20HS 187/143
BCLL 0.0
Rep Stress Incr NO
WB 0.99
Horz(CT) 0.13
12 n/a n/a
BCDL 10.0
Code FBC2017) FP12014
Matrix-S
Weight: 243 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 `Except`
TOP CHORD
Structural wood sheathing directly applied or 2-1-14 cc purlins.
4-6,6-8: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-0-0 cc bracing.
BOT CHORD 2x6 SP DSS
WEBS
1 Row at midpt 3-18, 9-12
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 18=3224/0-8-0, 12=3224/0-8-0
Max Horz 18= 139(LC 6)
Max Uplift 16= 2078(LC 8), 12=-1970(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-309/114, 2-3=-352/192, 3-4= 5446/3377, 4-5= 6822/4435, 5-6=-6821/4433,
6-7=-6821/4442, 7-8=-6822/4443, 8-9=-5446/3401 r 9-10=-352/207, 10-11=-309/114
BOT CHORD 1-18= 99/299, 17-18=-2426/4065, 16-17=-2933/5007, 15-16=-4607/7400,
14-15— 4607/7400, 13-14— 2954/5007, 12-13— 2465/4065, 11-12=-99/299
WEBS 2-18=-266/264, 3-18=-4672/2995, 3-17=-668/1224, 4-17=-272/486, 4-16=-1581/2304,
5-16=-294/293, 6-16=-766/511, 6-15=-335/605, 6-14=-766/500, 7-14=-294/293,
8-14=-156712304, 8-13=-273/486, 9-13= 668/1224, 9-12— 4672/2926, 10-12= 266/261
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2078 lb uplift at joint 18 and 1970 lb
uplift at joint 12.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 965 lb down and 506 ib up at
9-0-0, 195 Ib down and 1571b up at 11-0-12, 195 lb down and 157 lb up at 13-0-12, 195 lb down and 157 lb up at 15-0-12, 195 Ib
down and 157 Ito up at 17-0-12, 195 lb down and 157 lb up at 18-8-0, 195 lb down and 157 lb up at 20-3-4, 195 Ito down and 157 lb
up at 22-3-4, 195 lb down and 157 ib up at 24-3-4, and 195 lb down and 157 Ito up at 26-3-4, and 965 lb down and 506 lb up at
28-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
�rerlraaei��o
,%��°
E N
NO 68182
� 13 ; cc z
•
3 S OF �•�� `
per, O N A ti %
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
69D4 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
0 WARNING - VerW design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
�
a truss system. Before use, the building designer must verlly 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
WeW
Is always regrilred 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 in=systems. seeANSUIPII Qualify CrBella, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety/nformallonavallabie from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642207
503948
A01
Hip Girder
1
1
Job Reference (optional)
Tibbetts Lumber Go, Palm Bay, PL ri.zzu 5 may Z4 eul u Iva 1 eK InauStrles, Inc. 1 ue Jul z4 V /: I /:z I eu 16 r-dge Z
ID:ikE4e4viWs5mxA1 XnkijvkziV2K-05B2nMrQY6KUhpOx5E9pGxH_2n_gErKDe_zCpnyuwai
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-8=-54, 8-11=-54, 1-11= 20
Concentrated Loads (lb)
Vert: 17=-965(B) 15=-195(B) 13=-965(B) 21=-195(B) 22=-195(B) 23=-195(B) 24=-195(B) 25_ 195(B) 26= 195(B) 27=-195(B)28_ 195(B)
A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
�
a truss system. Before use, the building designer must veilfy 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. Addillonai temporary and permanent bracing
MeW
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, seeANSWII QualifyCrBerld, DSB-89 and BCSI Buydhv Component
6904 Parke East Blvd.
Safely Intormal/onavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642208
503948
A02
Hip
1
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FL 8.220 s May 24 2018 MI I ek Industries, Inc. I ue JUI 24 01:1 /:23 201 is rage 1
ID:ikE4e4viWs5mxA1 XnkijvkziV2K-yUJpCltg4jaBx7YKDfBHLMMHfbcLinzW 61Slufyuwag
2-4-0 6-9-8 11-0-0 18-8-0 26-4-0 30-6-8 35-0-0 37-4-0
2-4-0 4-5-8 N. 7-8-0 7-8.0 4-2-8 4-5-8 2-4-D
Scale=1:63.1
5x8 =
2x4 11 5x8 =
5.00 F12 4 19 205 21 22 6
6x6 = 3x4 = 3x6 = 3x8 _ 3x6 = 3x4 = 6x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
'Code FBC2017/TP12014
CSI.
TC 0.91
BC 0.72
WB 0.85
Matrix-S
DEFL. in (loc) I/defl Ud
Vert(LL) 0.21 13 >999 240
Vert(CT) -0.27 10-11 >999 180
Horz(CT) 0.09 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 191 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 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-5-14 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 16=1381/0-8-0, 10=1381/0-8-0
Max Horz 16=175(LC 11)
Max Uplift 16=-922(LC 12), 10— 814(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 306/11, 3-4— 184811395, 4-5=-2177/1732, 5-6=-2177/1732, 6-7=-1848/1395,
8-9= 306/11
BOT CHORD 1-16=0/293, 15-16� 1109/1541, 13-15=-1017/1669, 11-13=-996/1669, 10-11— 1088/1534,
9-10=0/293
WEBS 2-16=-238/402, 3-16=-1794/1582, 3-15— 71/274, 4-13— 510/678, 5-13= 474/571,
6-13=-510/678, 7-11=-71/274, 7-1 0=-1 794/1582, 8-10=-238/402
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat. `ckUIN A
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Extedor(2) 11-0-0 to `,! O• �Q VE��
18-0-14, Interlor(1) 18-0-14 to 26-4-0, Exterior(2) 26-4-0 to 33-4-14, Interior(1) 33-4-14 to 37-4-0 zone; cantilever left and right ,% , •G E `'•, - I�
exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate ,� ..
S�.`'•,�
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding. NO 68182
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1k
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. -b ; o ►
6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 922 lb uplift at joint 16 and 814 lb uplift �.1j S T F .` 441
at joint 10. 0 (V
Joaquin Velez PE No.68182
MITek USA, Inc. FL Gen 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMll-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. fits design Is based only upon parameters shown, and is for an Individual building component, not
�
a truss system. Before use, the building designer must verily the applicability of design parametersand properly Incorporate this design Into the overall
building design. Bracing indicated Is to buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
prevent
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, seeANSUIP►I Oua16yWor►d, DSB-89 and BCS►Building Componant
6904 Parke East Blvd.
Safety(ntonnallonavallable from Truss Plate Institute.218 N. Lee Street, Suite 312, Alexandria, VA22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
T14642209
503948
A03
Hip
1
1
Job Reference (optional)
Tibbetts Lumber Cc, Palm Bay, FL 8.220 s May 24 2018 MiTek Industries, Inc. Tue Jul 24 07:17:24 2018 Page 1
I D:ikE4e4viWs5mxA1 XnkijvkziV2K-QgtBQNtlrl i2ZH7W mMiW uZvXW_OkRIZfKyCsQ5yuwaf
2-4-0 7.6-13 13-0-0 16-8-0 24.4-0 29-9-3 35-0-0 37-4-0
2-4.0 5-2-13 5-5-3 5-8-0 5-8.0 5-5-3 5-2-13 2-4-0
dI
0
5x8 =
2x4 11 5x8 =
21 5 22 6
3x6 11 4x4 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 4x4 = 3x6 11
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 `
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017/TPI2014
REACTIONS. (lb/size) 18=1381/0-8-0, 10=1381/0-8-0
Max Horz 1 8= 206(LC 10)
Max Uplift 18= 922(LC 12), 10=-814(LC 12)
Scale=1:63.1
CSI.
DEFL. in (loc) Vdefl Ud
PLATES GRIP
TC 0.58
Vert(LL) 0.17 14 >999 240
MT20 244/190
BC 0.46
Vert(CT)-0.2014-16 >999 180
WB 0.64
Horz(CT) 0.06 10 n/a n/a
Matrix-S
Weight: 203 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1843/1360, 3-4=-1768/1388, 4-5= 1809/1511, 5-6=-180911511, 6-7=-1768/1388,
7-8— 1843/1360
BOT CHORD 17-18=-183/277, 16-17=-1144/1671, 14-16_ 973/1580, 12-14=-952/1580,
11 -1 2=-1 122/1651
WEBS 2-18=-1265/1139, 2-17=-1329/1693, 3-17= 226/338, 4-16=-40/256, 4-14=-307/423,
5-14=-343/426, 6-14=-307/423, 6-12= 40/256, 7-11=-226/338, 8-11 =-1 329/1693,
8-10=-1265/1139
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft eave=6ft; Cat.
II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterlor(2) 0-0-0 to 5-0-0, Intedor(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to
20-0-14, Interior(1) 20-0-14 to 24-4-0, Exterior(2) 24-4-0 to 31-4-14, Interior(1) 31-4-14 to 37-4-0 zone; cantilever left and right
exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 922 lb uplift at joint 18 and 814 lb uplift
at joint 10.
Iq
0
,t"1111111111 ,
VE�J*'isi
�'4-
No 68182
�cc
o
OF 1411
40
''>>ul�e►n��•
Joaquin Vefei PE Nd.68182
MiTek USA, Inc. FIL Cott 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
July 24,2018
® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERANCE PAGEMIF7473 rev. I M12015 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 wilh possible personal injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, se6ANSiM11 Quality Cdleda, DSB-89 and BCSI Bonding Component
6904 Parke East Blvd.
Safely infoanaffenavallable from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandrla, VA22314.
Tampa, FL 33610
Job
Truss
Truss Type +.
Qty
Ply
T14642210
503948
A04
Roof Special
1
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FL 8.220 s may 242015 MI I eK Industries, Inc. I ue iui 24 07:1 /:25 2u1 a rage i
I D:ikE4e4viWS5mxAl XnkijvkziV2K-usRZdjuxcLgvARiiK3EIQnRhaOHzAhXpZcxPyYyuwae
2-4-0 8-3-4 14-2-8 18-8-0 23-1-8 29-1-8 35-1-8 35r4-0
2-4-6 5-11-4 5-11-4 4-5-8 4-5-8 6-0-0 6-0.0 0- -8
Scale=1:59.9
5x6 =
3x4 = 5x6 =
4 18 5 19 6
IN.
3x6 11 4x4 = 3x8 = 4x6 = 3x8 = 4x4 = 3x6 11
6-2-8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CS1.
TC 0.69
BC 0.78
WB 0.85
Matrix-S
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) 1/defl Ud
-0.20 11-13 >999 240
-0.3911-13 >999 180
-0.06 15 n/a n1a
PLATES GRIP
MT20 244/190
Weight: 195lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 3-9-2 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied or 5-2-1 oc bracing.
REACTIONS. (lb/size) 9=1209/0-8-0, 15=1394/0-8-0
Max Horz 9=260(LC 11)
Max Uplift 9=-713(LC 12), 15=-929(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1910/1432, 3-4=-1749/1404, 4-5= 1561/1390, 5-6=-157911393, 6-7= 1770/1408,
7-8=-2000/1510, 8-9=-1145/944
BOT CHORD 13-14=-1181/1707, 11-13=-1043/1658, 10-11=-1282/1862, 9-10=-168/345
WEBS 2-15=-1265/1169, 2-14=-1374/1703, 3-14=-188/314, 3-13=-238/276, 4-13=-216/406,
5-13=-282/278, 5-11=-258/235, 6-11=-248/412, 7-11=-302/363, 7-10=-142/263,
8-10=-1205/1647
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
,01111111l/l,
,u'N 1�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-2-8, Extedor(2) 14-2-8 to
�+., PQ
21-3-6, Interlor(1) 21-3-6 to 23-1-8, Exterior(2) 23-1-8 to 30-2-6, Interior(1) 30-2-6 to 35-2-4 zone; cantilever left and right exposed ;
forces & MW FRS for Lumber DOL=1.60
��, ,� • EMS •'
'y� F••,
end vertical left and right exposed;C-C for members and reactions shown; plate grip
�� ;
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
for 10.0 bottom live load with any other live loads.
NO 68182
; • �t
4) This truss has been designed a psf chord nonconcurrent
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
ytr :
o
will fit between the bottom chord and any other members, with BCDL=10.Opsf.
-�
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 713 lb uplift at joint 9 and 929 lb uplift at
0 S T 110 F
joint 15.
.0'0 . e 4
OR
�Inllnl
Joaquin Velez PE No.68182
Mftek,USA, Inc. FL Can 6634
6904 Parke East Blvd. Tampa FL 33616
Date:
July 24,2018
® WARNING. Verily ded/gn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE
Design valid for use only with MITekO 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, seeANSUIPI► QualityCrCedd, DSB-b9 and 8CS19uMding Component
6904 Parke East Blvd.
Safety lnformallo/gvallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
city
Ply
T14642211
503948
A05
Roof Special
1
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, i-L af.zau s JYlay e'+ e-v ro rva fen muusurea, nru, r ue uui cv vr. i r,co cv , o raVo ,
ID:ikE4e4vi W s5mxA1 XnkijvkziV2K-M3?xr3vZNezmobHvunl_z_grogzvDDyoGhzU_yuwad
2-2-8 8-2-8 14-2.8 19-1-8 26-0.12 33-0.0 35.4.0
2-2-8 6-0.0 6-0-0 4.11-0 6-11-4 6-11-4 2-4-0
Scale=1:61.2
5x6 =
5x8 =
3x6 11 4x4 = 3x4 = 3x8 = 3x6 = 3x4 = 4x4 = 3x6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.79
Vert(LL)
0.16 10-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.60
Vert(CT) -0.23
10-11 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.50
Horz(CT)
0.06 9 n/a n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix-S
Weight:201 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-8-9 cc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-7-7 cc bracing.
WEBS
1 Row at midpt 7-10
REACTIONS. (lb/size) 16=1209/Mechanical, 9=1394/0-8-0
Max Horz 16= 324(LC 10)
Max Uplift 16=-717(LC 12), 9=-825(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1195/794, 1-2=-1255/871, 2-3=-1975/1396, 3-4=-1628/1268, 4-5= 1445/1261,
5-6=-1636/1238, 6-7=-1960/1308
BOT CHORD 15-16= 223/281, 14-15=-827/1437, 13-14=-1106/1775, 11-13=-771/1442,
10-11=-1053/1745
WEBS 1-15=-1098/1696, 2-15= 1085/833, 2-14=-300/452, 3-13= 483/391, 4-13=-171/368,
5-11=-95/358, 6-11=-446/336, 6-1 0=-1 051277, 7-1 0=-1 210/1684, 7-9=-1260/1153
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 2-2-8, Interior(1) 2-2-8 to 14-2-8, Exterior(2) 14-2-8
to 24-1-8, Intedor(1) 24-1-8 to 35-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 717 lb uplift at joint 16 and 825 lb uplift
at joint 9.
�11111111/��
QUIN VF41*10,�'
C,ENS
No 68182
S OF :�W
I,�
N AU
Joaquin Velez! PE No.68182
MITek USA, Inc. IL Gert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 24,2018
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II-7473 rev, 10/03/2015 BEFORE USE
Design valid for use only with MnekO 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
, .
MOTele•
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. seeANSMII QualityCrderra, DSB-89 and SCSI Butrdfng Component
6904 Parke East Blvd.
Safety/ntormallorravallable from Truss Plate institute, 218 N. Lee Skeet. Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642212
503948
A06
Roof Special
i
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Say , FL 8.220 S May 24 2018 MiTek Industries, Inc. 1 ue JUI 24 07:17:27 2018 I'age 1
I D:ikE4e4vi WS5mxA1 XnkijvkziV2K-rFZJ2PwB7y5dQks5SUGDW CX_DC?nec251 wQW 1 Qyuwac
2.4-0 10.10-7 18-2-8 19-1- 26.5.9 31-1.8 35-4-0
2-4-0 B•6-7 7-4-1 -11- 7-4-2 4-7-15 4-2-8
5x6 =
5x6 =
5 6
Scale=1:61.0
1
3x6 II 4x4 = 3x6 = 3x8 =3x4 = 3x6 = 3x4 = 2x4 II 6x6 =
26-5-9
7-4-1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.87
Vert(LL)
0.17 12-14 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.69
Vert(CT) -0.24
12-14 >999 180
BCLL 0.0 '
Rep Stresslncr
YES
WB 0.72
Horz(CT)
0.07 10 n/a n/a
BCDL 10.0
Code FBC2017[TP12014
Matrix-S
Weight: 213lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-2-4 cc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-2-1 cc bracing.
WEBS
1 Row at midpt 2-17, 4-15, 7-14
REACTIONS. (lb/size) 10=1209/Mechanical, 18=1394/0-8-0
Max Horz 18=387(LC 11)
Max Uplift 10= 714(LC 12), 18— 928(LC 12)
FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-284/61, 2-4=-1973/1246, 4-5=-1522/1140, 5-6=-1317/1116, 6-7=-1521/1114,
7-8=-1938/1321
BOT CHORD 1-18— 67/285, 17-18=-328/500, 15-17=-1262/1741, 14-15=-881/1321, 12-14=-1207/1761,
11-12= 1133/1644, 10-11=-112911648
WEBS 2-18=-1233/1164, 2-17= 1027/1535, 4-15=-587/431, 5-15= 340/447, 6-15_ 280/245,
6-14=-176/392, 7-14=-590/474, 8-10= 1930/1264
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-2-8, Extehor(2) 18-2-8 to
24-1-8, Interior(1) 24-1-8 to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 714 lb uplift at joint 10 and 928 lb uplift
at joint 18.
%II11111►1j.,
e�%%���QUIN 1/E j��ii
,% ,O G E N,9
No 6.8182
CC
O:• S OF ��L
•
.•
0 N AI. E0%`
11111111110%
Joaquln Velez PE No.68182
MITek USA, Inc- FL Cert 6634
6984 Parke East Blvd. Tampa FL 33610
Dater
July 24,2018
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify The applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing
MOW
prevent
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, seeANS1//11711 Gualfy Ci fedo, DSS89 and SCSI Bulldtng Component
6904 Parke East Blvd.
Safety trr/onnaRonavailabie from Truss Plate Institule, 218 N. Lee Street. Suite 312, Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642213
503948
801
HALF HIP GIRDER
1
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FL 8.220 s May 242018 full I ek Industries, Inc. I ue dui z4 u R1.J:zu eons rage 1
ID:ikE4e4viWs5mxA1 XnkijvkziV2K-J R6iGlwpuGDU 1 uRH?CnS2P3BQclsN 1 sFFaA3Ztyuwab
2-4-0 6-0-0 9.0-0 14-4-4 19-6-12 24-9-4 2%1 1-12 35-4-0
2-4-0 3-8-0 3-0-0 5-4-4 5-2-8 5-2-8 5-2-8 5-4-4
Scale=1:61.6
6x10 MT20HS =
2x4 11
3x8 = 5x6 WB=2x4 II 6x10 = 2x4 II
5.00 12 4 20 5 6 7 8 9 10
6x8 — zi zz ed to za zo ry co 6x8 MT20HS —
6x6 — 6x14 MT20HS W B = 2x4 11 6x8 2x4 11
5x8 = 6x14 MT20HS WB =
14-4-4 1 19-6-12 1 24-9-4 , 29-11-12
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017fTP12014
CSI.
TC 0.91
BC 0.89
WB 0.88
Matrix-S
DEFL. in (loc) I/defl Lid
Vert(LL) 0.65 13-15 >605 240
Vert(CT) -0.71 13-15 >555 180
Horz(CT) 0.20 11 n/a n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight:201 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP NO.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc puffins,
4-7: 2x4 SP SS except end verticals.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied
or 3-1-13 oc bracing.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt
4-17, 9-13, 9-11, 3-19
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 11=3019/Mechanical, 19=3095/0-8-0
Max Harz 19=286(LC 5)
Max Uplift 11= 2031(LC 8), 19=-2025(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-5128/3245, 4-5=-6331/4222, 5-6= 6331/4222, 6-8=-5656/3870, 8-9=-5656/3870
BOT CHORD 18-19— 2463/3874, 17-18=-2922/4740, 15-17— 4274/6598, 13-15— 4274/6598,
12-13= 2318/3491, 11-12=-2318/3491
WEBS 2-19=-279/297, 3-18= 623/1055, 4-18=-324/591, 4-17=-1444/1950, 5-17=-290/305,
6-17=-330/295, 6-15=-316/602, 6-13=-1166/736, 8-13= 273/283, 9-13=-1772/2679,
9-12= 340/637, 9-11= 4270/2869, 3-19= 4671/3033
I Ill'tII
NOTES- _ _ Cat.
1) gust) Vasd=1 left right - end left and Lumber
lGCpi �0.18oMWFRS
�%%tt%ll
PQ.`.,
11; Exp CS Encl.,CE
(dirmph ectional); cantilever and xpotsed vertical right exposted;
DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
No 68182 �
•;
3) All plates are MT20 plates unless otherwise indicated.
`
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
* * 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
will fit between the bottom chord and any other members.
-p
6) Refer to girder(s) for truss to truss connections.
truss to bearing 2031 lb uplift at joint 11 and 2025 lb
t '� 0 F 14/
7) Provide mechanical connection (by others) of plate capable of withstanding
uplift at joint 19.
.T •'. Q ' �. ��
�o �.••\•
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 965 lb down and 506 lb up at
* • Q R 1 ��
��j sS •' • • • •
9-0-0, 195 lb down and 157_Ib up at 11-0-12, 195 lb down and 1571b up at 13-0-12, 195 lb down and 157 Ib up at 15-0-12, 195 Ib
` �`
�
�i,�
own and 1b up and up and up 21-0-12,195 down 157
�Olv p` �%%
lb up atand
27-0 11b
25 0-11b
2tlb down a d 157 lb up t2, 195tlb down a d 157 lb up at2, 195tlb d wn and 15b
bp at23-0-1, 195
29-0-12, 195 lb down and 157 lb up at 31-0-12, and 195 lb down and 157 lb up at 33-0-12, and 204 lb down and 148 lb up at
Joaquin Vetez PE N6.68182
35-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
MITek USA, Inc. FL can 6634
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
6904 Parke East Blvd. Tampa FL 33610
Date:
LOAD CASE(S) Standard
July 24,2018
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 101032015 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
MiTeW
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, seeANSU1711 Quality CrBerld, DSB-89 and SCSI BuIld/ng Component
6904 Parke East Blvd.
Safety intamlaHonavaliabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314.
Tampa, FL 33610
Job
Truss
Truss Type
aty
Ply
T14642213
503948
B01
HALF HIP GIRDER
1
1
Job Reference (optional)
Tibbetts Lumber Co, Faim Bay, hL B.zzu smay z4 zui rs mi i eK mausrnes, Inc. rue Jut zv U1:1 r:4c eaa a raye Z.
ID:ikE4e4viW s5mxA1 XnkijvkziV2K-J R6iGlwpuGDU 1 uRH?CnS2P380clSN 1 sFFaA3Ztyuwab
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-10=-54, 1-11=-20
Concentrated Loads (lb)
Vert: 1 1=-204(B) 18=-965(B) 13=-195(B) 14=-195(B)21=-195(B) 22_ 195(B) 23=-195(B)24=-195(B)25— 195(B)26=-195(B)27=-195(B) 28=-195(B) 29=-195(B)
30=-195(B)
0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the
fabrication, storage, delivery, erecilon and bracing of trusses and truss systems, seeANSU(pf/ GuafBy CrBeda, OSB-89 and BCSI Bugdfng Component
6904 Parke East Blvd.
Safety lnrormatlanovallable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
T14642214
503948
B02
Half Hip
1
1
Job Reference (optional)
Tibbetts Lumber -Co, Palm Bay ; FL 8.220 s May 24 2018 MiTek Industries, Inc. Tae Jul 24 07:1.7:292018 .Page •1
I D: ikE4e4vi W s5mxA1 XnkijvkziV2K-neg4T5xRfZLLf2OTZvlhbdc0l ?eV6UKOU Evd5Jyuwaa
2-4.0 6-11 11-0-0 17-0-2 23-0 4 29-0-6 35-4-0
2-4.0 4-5-5 4-2-11 6-0-2 6-0-2 6-0-2 6-3-10
5.00 727
Scale=1:59.9
5x6 =
3x4 = 3x4 = 3x6 = 4x4 = 3x4 11
4 5 19 6 20 7 8 21 9
6x6 = 3x8 = 3x6 = 3x4 = 3x6 = 3x4 = 6x6 =
19-0-3
2-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) 0.21 13-15 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.80
Vert(CT) -0.27 10-11 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.86
Horz(CT) 0.09 10 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 189lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing
directly applied or 3-9-7 oc puriins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied
or 4-5-1 oc bracing.
WEBS 1 Row at midpt
8-10
REACTIONS. (lb/size) 10=1209/Mechanical, 16=1394/0-8-0
Max Horz 16=348(LC 9)
Max Uplift 10= 718(LC 12), 16=-925(LC 12)
FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. '
TOP CHORD 1-2=-314/11, 3-4=-1871/1313, 4-5= 1699/1280, 5-6— 2143/1583, 6-8=-1616/1192
BOT CHORD 1-16=0/302, 15-16= 1540/1564, 13-15=-1711/2142, 11-13=-1568/2014, 10-11=-1076/1342
WEBS 2-16=-236/396, 3-16=-1823/1515, 4-15=-191/451, 5-15=-564/482, 6-11=-608/552,
8-11=-331/691, 8-10— 1649/1232
NOTES-
1) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 5-0-0, Intedor(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to
16-0-14, Interior(1) 18-0-14 to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
N VFW
2) Provide adequate drainage to prevent water ponding.
,��� p,QV ['.pie
• �i��
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
,� .
'�� G N S . • `�1
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
� ; F'•,
will fit between the bottom chord and any other members.
o
5) Refer to girder(s) for truss to truss connections.
No 68182
•�
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 lb uplift at joint 10 and 925 lb uplift*
�•
at joint 16.
=
cc z
S F : w
iintn
Joaquin VeleY PE No.68182
MITek USA, Inc- FL Cen 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE
Design valid for use only with MITek8 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 wlih possible personal injury and property damage. For general guidance regarding The
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 Quality Criterld, DSB-89 and BCSI Budding Component
6904 Parke East BNd.
Safely Infonnaflonavallable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Mexandrla, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642215
503948
803
Half Hip
1
1
Job Reference (optional)
Tibbetts Lumber Go, Palm Bay, FL 8.220 s May 24 2018 Mt t eK inaustnes, mc. r ue eui 24 ur:i r:6u zuats rage a
I D:ikE4e4viW s5mxA1 XnkijvkziV2K-Fq ESg Ry3QtTCHCag7dpw7g9W iP 1 VryyYjufAdlyuwaZ
2-4.0 7-8-7 13-0-0 20-5-15 27-10-1 35-4.0
2-4-0 5-4-7 5-3.8 7-5-15 7-4-3 7-5-15
dI
0
5x8 =
2x4 11 3x6 = 4x8 =
Scale = 1:59.9
3x4 =
4 519 6 7 20 8
16 15 14 -' '- _- 11 1u a
3x6 11 4x4 = 3x4 = 3x6 = 3x8 = 2x4 II 6x6 =
3x6 =
5-3-8 ' 7-5-15 17-4-3
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.79
BC 0.63
WB 0.77
Matrix-S
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) Udefl Ud
0.17 11-14 >999 240
-0.2511-14 >999 180
0.07 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 199 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD,
Structural wood sheathing directly applied or 2-4-4 oc puffins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-7-6 oc bracing.
WEBS
1 Row at midpt 7-9
REACTIONS. (lb/size) 9=1209/Mechanical, 16=1394/0-8-0
Max Horz 16--111(LC 9)
Max Uplift 9= 720(LC 12), 16=-923(LC 12)
Max Gray 9=1224(LC 17), 16=1394(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1914/1265, 3-4=-1840/1292, 4-5=-185811445, 6-7-1 858/1445
BOT CHORD 15-16=-402/395, 14-15=-1628/1821, 11-14=-1444/1729, 10-11=-1078/1405,
9-1 0=-1 078/1405
WEBS 2-16=-1273/1126, 2-15= 124711697, 3-15= 226/308, 4-14=-37/288, 4-11=-239/376,
5-11=-420/520, 7-11=-537/657, 7-10=0/319, 7-9=-1690/1205
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
t0111111/1/'�'
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to
,,��
>► ' Ct v' N VF�
20-0-14, Interior(1) 20-0-14 to 35-2-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
w% , G E N
��,�
2) Provide adequate drainage to prevent water ponding.
•
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
i
: No 68182
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
BCDL 10.Opsf.
•; * =
will fit between the bottom chord and any other members, with =
truss
1k ; -
5) Refer to girder(s) for truss to connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 9 and 923 lb uplift at
= .� CC
jointls.
STA OF `
��✓ F: R 1 ..P'':
>�'esSlo
E�. �o
nlenl
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
69D4 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
A WARNING - Verify design parameter. and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll--7473 rev, 1010312015 BEFORE USE
Design valid for use only with MITek® connectors. this design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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, seeANSUIPIi QualityC11fe1M, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety /nfolmaf(orKrvallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642216
503948
804
Half Hip
1
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Say, FL 8.22o s May 24 2018 MI I ek mausmes, Inc. 1 ue uui 24 u :i r:e1 2ui8 Page-1
I D:ikE4e4vi W s5mxA1 XnkijvkziV2K-jOoqunzhBBb3uM9shKL9g2hgFpNjaPU hxYOkAByuwaY
2-4-0 7-8-7 15-0-0 21-9-15 28-6-1 35-4.0
22 4-0 5-4-7 7-3-9 6-9-15 6-8-3 6-9-15
1
0
3x6 14x6 = 3x6 = 3x4 = 3x6 = 3x8 =
2-0-0 2 4 0 15-0-0 21-9-15
2-0-0 0 4-0 5-4-7 7-3-9 6-9-15
Plate Offsets (X,Y)-- r5:0-5-4,0-2-41, r9:Edge,0-1-81
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017[TP12014
REACTIONS. (lb/size) 10=1209/Mechanical, 17=1394/0-8-0
Max Horz 17=473(LC 9)
Max Uplift 10= 722(LC 12), 17=-920(LC 12)
Max Grav 10=1268(LC 17), 17=1394(LC 1)
5x8 =
2x4 11
3x6 = 3x10 =
Scale = 1:59.9
3x4 =
i 6 19 7 6 20 a
Oao — 77 16 14 ,� 12 -- 11 -- 10
2x4 11
6x6 =
CSI.
DEFL.
in (loc) Vdefl Ud
PLATES GRIP
TC 0.87
Vert(LL)
0.1514-16 >999 240
MT20 244/190
BC 0.63
Vert(CT)
-0.2214-16 >999 180
WB 0.82
Horz(CT)
0.06 10 n/a n/a
Matrix-S
Weight: 207 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-5-9 oc bracing.
WEBS
1 Row at midpt 8-10
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-258/81, 2-4=-1979/1252, 4-5=-1787/1218, 5-6— 1610/1263, 6-8= 1610/1263
BOT CHORD 1-17=-37/256, 16-17=-446/413, 14-16= 1717/1910, 12-14=-1414/1676, 11-12=-927/1182,
10-11= 927/1182
WEBS 2-17= 1287/1098, 2-16= 1316/1782, 4-16=-210/340, 4-14= 286/331, 5-14= 49/354,
6-12=-372/469, 8-12=-566/674, 8-11=0/330, 8-10_ 1561/1110
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Extedor(2) 15-0-0 to
21-9-15, Interior(1) 21-9-15 to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 10 and 920 lb uplift
at joint 17.
r,111111188,I
%% PQUIN VE,40
��ioi
No 68182
v
*�
�' STA OF ' �/
0 A` �♦
i� R 1 O " I:.
litN 111111,11 �`..
Joaquin Velez PE No.68182
MITek USA, Inc. Fl- Cert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 24,2018
® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
�
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTeW
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, seeANSUIPII Quality ClBeda, DSB-89 and BCSI Bugdblg Component
6904 Parke East Bard.
Safety/nfolma@on3voltabie from Truss Plate Institute, 218 N. Lee street. Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
city
Ply
T14642217
503948
B05
Roof Special
1
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FL 8.220 s May 24 2018 MiTek Industries, Inc. Tue. Jul 24 07:17:32 2018 Page 1
ID:ikE4e4viWs5mxAlXnkijvkziV2K-BDMC56_KyUjwW Wk2E1sODFErZDijJs7rAC8HieyuwaX
2-4-0 9-8-0 17-0-0 20-4-0 2,1-1-p 28-1-0 _ 35-4-0
2-4-0 7-4-0 7-4-0 3-40 9- 6-11-8 �7-3.0
5x8 = 5x6 =
5x6 =
3xio =
Scale = 1:60.9
3x4 =
3x6 11 4x4 = 3x6 = 3x4 = 3x8 = 24 11 6x6 =
3x6 = 3x4 =
2-0-0 214r0 9-8-0 17-0-0 20-4-0 2,1-1-a 28-1-0 35.4.0 _
02 0 0-4-0 7-4-0 7.4-0 3-4-0 9- 6-11-8 7-3-0
Plate Offsets (X Y)-- [5:0-5-12 0-2-81 [6:0-3-0 0-2-4] [9: Edge, 0-1 -81
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.83
Vert(LL)
0.15 15-17
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.64
Vert(CT)
-0.23 15-17
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.79
Horz(CT)
0.06 10
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Weight: 235 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOT CHORD
WEBS
REACTIONS. (lb/size) 10=1209/Mechanical, 18=1394/0-8-0
Max Harz 18=523(LC 11)
Max Uplift 10=-723(LC 12), 18=-919(LC 12)
Max Grav 10=1269(LC 17), 18=1394(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4= 1996/1217, 4-5=-1599/1131, 5-6=-1413/1132, 6-7= 1531/1227, 7-8— 1467/1141
BOT CHORD 17-18= 549/577, 15-17=-1658/1911, 13-15=-1321/1499, 12-13= 1297/1539,
11-12� 936/1158, 10-11=936/1158
WEBS 2-18=-1254/1122, 2-17=-1119/1666, 4-17=-81/256, 4-15=-478/385, 5-15=-113/399,
6-13=-397/527, 7-13=-610/389, 7-12= 263/418, 8-12=-498/551, 8-11=0/370,
8-10=-1537/1120
Structural wood sheathing directly applied or 3-8-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 4-6-5 oc bracing.
1 Row at midpt 2-17, 4-15, 8-10
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=41it; L=50f; eave=6ft; Cat.
II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to
21-1-8, Interior(1) 21-1-8 to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 723 lb uplift at joint 10 and 919 lb uplift
at joint 18.
e,,�►Illlllf/���,'
,o�� PpUIN VFW �,
E N jI
No 68182
='iJ: :Lr►
3 O F : 41/0 AN
•
�/nit�l
Joaquin Velez PE No.68182
MITek USA, Inc. A. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
July 24,2018
Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indk-ated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
{VliTeW
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, seeANSUIP11 Aua1By Cifleda, DSO-89 and BCSI BuOding Component
6904 Parke East Blvd.
Safety /ntannatianavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
city
Ply
T14642218
503948
B06
Roof Special
1
1
Job Reference (optional)
Tibbetts Lumber -Go, Palm Bay, FL 8.220 s May 24 2018 MiTek Industries, Inc. Tue Jul 24 07:17:33 2018 Page .1
ID:ikE4e4viWs5mxA1 XnkijvkziV2K-fPwaJS_yjorn8fJFolNelTnONd1 o2MN_PstgE4yuwaW
2-4-0 7-7-15 13-7-1 18-8-0 23-1-8 29-2-12 35-4-0
2-4-0 5-3-15 5-11-2 5-0-15 45 8 6-1-4 6-1-4
Scale = 1:60.8
5x6 =
m
co
17 14 12 11 10
6x6 = 3x4 = 3x6 = 3x8 = 3x6 - 2X4 11 4x8 — 3x6 11
29224 0
10-4-12
18-8-0
23-1-8
29-2-12
35-4-0
2-0-0 0-4-0
8-0-12
8-3-4
4-5-8
6-1-4
6-1-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in ([cc)
I/defl
Ud
PLATES GRIP
TOLL
20.0
Plate Grip DOL
1.25
TO
0.89
Vert(LL)
-0.17 14-16
>999
240
MT20 244/190
TCDL
7.0
Lumber DOL
1.25
BC
0.72
Vert(CT)
-0.33 14-16
>999
180
BOLL
0.0 '
Rep Stress ]nor
YES
WB
0.60
Horz(CT)
0.07 10
n/a
n/a
BCDL
10.0
Code FBC2017ITPI2014
Matrix-S
Weight: 215 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOT CHORD
WEBS
REACTIONS. (lb/size) 10=1209/Mechanical, 17=1394/0-8-0
Max Harz 17=518(LC 11)
Max Uplift 10— 721(LC 12), 17= 921(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2_ 266/21, 4-5=-1861/1242, 5-6= 1451/1139, 6-7=-1437/1115, 7-8_ 1035/864,
8-9=-1035/865, 9-1 0=-1 157/928
BOT CHORD 1-17=0/254, 16-17= 1489/1823, 14-16=-1402/1670, 12-14=-1265/1559, 11-12= 1264/1561
WEBS 2-17= 274/428, 4-17=-1892/1364, 5-16=-23/276, 5-14= 529/453, 6-14= 566/840,
7-14=-490/457, 7-11=-736/557, 8-11= 376/462, 9-11 =-I 067/1447
Structural wood sheathing directly applied or 3-11-15 cc puriins,
except end verticals.
Rigid ceiling directly applied or 4-9-2 cc bracing.
1 Row at midpt 4-17, 7-11, 9-11
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2) 18-8-0 to
23-1-8, Interior(1) 23-1-8 to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 721 lb uplift at joint 10 and 921 lb uplift
at joint 17.
01,11I111111" J
PpiUIN
G E N 3,
'•�i F
• NO 6.8182
cc ..
.0 ' ST OF •�/
.,�'0 '0N Al- .,`.
lllllli
Joaquin Velez PE No.68182
MITek USA; Inc. FL Geri 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
July 24,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITe1c6 connectors. This design Is based only upon parameters shown, and Is for an indlvbdual 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW
prevent
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, seeANSUIPI► Cuaitfy Cr9edd, DSS•89 and SCSI BuQding Component
6904 Parke East Blvd.
Tampa, FL 33610
Safety lntormaHonavallable from Truss Plate institute. 218 N. Lee Street, Suite 312, AJexandrta, VA22314.
Job
Truss
Truss Type
Oty
Ply
T14642219
503948
B07
Roof Special
1
i
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay ; FL B.220 s May 24 2ul B Mn ex industries, Inc. t ue our 24 uri r:s4 2048 rage i
I D:ikE4e4vi W s5rrlxAl XnkijvkziV2K-7bUzW o?aU6zeipuRMSutlgJCf00Jnkz7eW dOnWyuwaV
7-9-7 13-7-0 18.8.0 25-1-8 30-2-12 35.4.0
2-4-0 5-5-7 5.9-9 5-1-0 6-5-8 5-1-4
Scale = 1:61.2
5x6 =
Sx0 — 17 14 12 11 10
6x6 = 3x4 = 3x6 = 3x8 — 3x6 = 2x4 11 4x8 = 3x6 I I
2-0-0 2 4 0 10-4-10 18.8-0
25-1.8 30-2-12 35-4-0
2-0 0 0 4-0 8-0-10 8-3-6
6-5.8 5-1-4
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.25
CS1.
TC 0.80
DEFL.
Vert(LL)
in (loc) Vdefl Ud
-0.18 14-16 >999 240
PLATES GRIP
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.70
Vert(CT)
-0.33 14-16 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.90
Horz(CT)
0.07 10 n/a n/a
BCDL 10.0
Code FBC20177TP12014
Matrix-S
Weight: 209 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-6-12 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-10-7 cc bracing.
WEBS
1 Row at midpt 7-14, 4-17
REACTIONS. (lb/size) 10=1209/Mechanical, 17=1394/0-8-0
Max Horz 17=487(LC 11)
Max Uplift 10= 719(LC 12), 17=-923(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-259/14, 4-5=-1858/1250, 5-6=-1455/1144„6-7= 1465/1092, 7-8— 1024/830,
8-9= 1024/830, 9-1 0=-1 163/902
BOT CHORD 16-17-1427/1813, 14-16=-1337/1649, 12-14= 1279/1668, 11-12= 1277/1671
WEBS 5-16=-35/282, 5-14=-523/439, 6-14=-4647790, 7-14=-516/469, 7-11=-917/641,
8-11=-297/376, 9-11 =-1 049/1458, 4-17= 1885/1358, 2-17=-283/438
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41it; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2) 18-8-0 to
23-8-0, Interior(1) 23-M to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and ���, I1
forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 a � % Qu' N
3) Provide adequate drainage to prevent water ponding. , Ci E N • ••'
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '�� • : '�,� S�`'••• ����
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf. No 68182
lo
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 lb uplift at joint 10 and 923 lb uplift =
at joint 17. -p
.0 3 S OF • �/ �
p N A, ;
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6984 Parke East Blvd. Tampa R. 33610
Date:
July 24,2018
® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111-7473 rev. f0/03/2015 BEFORE USE
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
WeIC
prevent
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
6904 Parke East Blvd.
fabrication, storage, delivery• erection and bracing of trusses and truss systems, seeANSWII Guallly Wadi DSB-89 and BCSI BuOdfng Compononf
22314.
Tampa. FL 33610
Safofy/nfortnaflonavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA
Job
Truss
Truss Type
city
Ply
T14642220
503948
B09
Roof Special
1
1
Job Reference (optional)
Tibbetts Lumber -Go, • Palm Bay, FL 8.22u s May 24 2u1 fs Ml 1 eK mousmes, me. the our z4 ui:t t:34 zui is rage i
I D:ikE4e4vi W s5mxA1 XnkijvkziV2K-7bUzW o?aU6zelpuRMSutlgJG 10NU nl97eW dOnWyuwaV
2-4-0 7-9-10 13-7-1 18-8-0 23-8-14 27-1.8 31-1-0 35-4-0
2-4-0 5.5-10 5 9-7 5-0-15 5-0-14 3-4-9 3-11-8
Scale=1:60.5
5x6 =
6x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x10 = 6x6 =
2-0-0 004-0
8-0-12
1
83-4
t8-3-2
0-2-6
8-2-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.52
Vert(LL)
-0.17 12-14
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.75
Vert(CT)
-0.31 12-14
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.89
HOrz(CT)
0.08 11
n/a
- n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Weight: 205lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOT CHORD
WEBS
REACTIONS. (lb/size) 11=1209/Mechanical, 17=1394/0-8-0
Max Harz 17=456(LC 11)
Max Uplift 11=-717(LC 12), 17=-925(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-259/6, 4-5= 1868/1246, 5-6=-1455/1133, 6-7= 1452/1105, 7-8= 1908/1365,
8-9=-1717/1208
BOT CHORD 16-17_ 1360/1843, 14-16=-1274/1690, 12-14= 1206/1604, 11-12— 822/1020
WEBS 2-17= 284/440, 4-17=-1880/1351, 5-16=-35/265, 5-14= 516/450, 6-14=-545/848,
7-14_ 526/494,7-12=-144/375,8-12= 874/665,9-12=-602/1061,9-11=-1446/1084
Structural wood sheathing directly applied or 4-0-7 oc pudins,
except end verticals.
Rigid ceiling directly applied or 4-11-15 oc bracing.
1 Row at micipt 4-17
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=61111; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Exterior(2) 18-8-0 to
23-8-14, Interior(1) 23-8-14 to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces ri MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 717 lb uplift at joint 11 and 925 lb uplift
at joint 17.
`0111i1111/,"�,J
%% PClUI N VET
GENS
No 68182
XZ
O S ATE OF :��/'
I
0 f�' .�` Q
e
NA-�%*.%
,���111111111��•
Joaquin Velez PE No.68182
MITek USA, Ino. FL Gen 6634
6904 Parke East Bind. Tampa FL 33610
Date:
July 24,2018
Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE
Design valid for use only wlih MITekb 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
MiTele
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, seeANSWP11 CualMy CtMedd, DSB-89 and BCSI BuIldhrg Component
6904 Parke East Blvd.
Safety lnfollnoHonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642221
503948
B10
Roof Special
1
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay ; FL 8.220 s May 24 2018 MiTek industries, inc. Tue JUI24.07:1.7:35 2018 Page 1
ID:ikE4e4viWs5mxA1 XnkijvkziV2K-cn1 Lk8CCFP5UNzTdwAP6qusReQjM W GEHsAMxJzyuwaU
2-4-0 7-9.7 13-7.1 18-8-0 23-10-12 29-1-8 35-4-0
2-4-0 5-5-7 5-9-10 5.0-15 5.2-12 5-2-12 6-2-8
Scale = 1:61.5
5x6 =
m
co
axo — 17 '� �13 12 11 10
6x6 = 3x4 = 4x6 = 3x6 =3x8 = 3x4 — 2x4 II 6x6 =
23-10-12
LOADING (pst)
SPACING-
2-0-0
CS1.
DEFL.
in (loc)
Udefi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.53
Vert(LL)
-0.18 13-16
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.71
Vert(CT)
-0.34 13-16
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.58
Horz(CT)
0.09 10
n/a
n/a
BCDL 10.0
Code FBC2017[TP12014
Matrix-S
Weight: 203 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOT CHORD
WEBS
REACTIONS. (lb/size) 10=1209/Mechanical, 17=1394/0-8-0
Max Harz 17=425(LC 11)
Max Uplift 10= 715(LC 12), 17= 927(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-258/15, 4-5= 1859/1242, 5-6= 1451/1133, 6-7=-1452/1104, 7-8=-1801/1265
BOT CHORD 16-17= 1291/1793, 13-16=-1209/1624, 12-13=-1156/1617, 11-12= 1242/1760,
10-11� 1238/1765
WEBS 2-17=-282/439, 4-17=-1886/1347, 5-16= 30/288, 5-13=-531/447, 6-13=-544/824,
7-13= 536/482, 7-12=-31/258, 8-10— 1990/1322
Structural wood sheathing directly applied or 4-0-6 cc puffins,
except end verticals.
Rigid ceiling directly applied or 5-1-7 cc bracing.
1 Row at midpt 4-17, 8-10
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-8-0, Extedor(2) 18-8-0 to
23-10-12, Interior(1) 23-10-12 to 35-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 10 and 927 lb uplift
at joint 17.
PQU1 N
I
,o•'•(',EN3•
No 68182
Z')3 S ?0'.
OF '441
Joaquin Velez PE N0.68182
MITek USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. f0/03,2015 BEFORE USE
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
�
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTeW
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 inrsses and truss systems, seeANSViWI Cualr7yCrBeda, DSB-89 and BCSI BuIldtng Component
6904 Parke East Blvd.
Safety informa8onovaltabte from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642222
503948
C01
Hip Girder
1
1
Job Reference (optional)
l ibbetts Lumber -Co, Palm Bay, FL 8.220 s May 24 2018 MiTek Industries, Inc. Tue Jul 24 07:17:36 201.8 Page 1
1 D:ikE4e4viWs5mxAlXnkijvkziV2K-4_bjxU1 gOjDL?72gTtwLN5Paog6DFgRQ5q6UrpyuwaT
2-4-0 5-8-0 9.0-0 14-1-15 19-2-1 24.4-0 27-8-0 31-0-0 33-4-0
2-4-0 3-4-0 3-4-0 5-1-15 5.0-3 5-1-15 3-4-0 3-4-0 2-4-0
6x8 MT20HS =
5.00 12
2x4 11 4x8 = 5x6 =
19 18 17 20 21 16 15 22 23 14 24 25 13 12 11
3x12 = 6x6 = 6x8 MT20HS = 2x4 II 7x8 = 3x12 =
5x8 =
24-4-0
3-4-0
Scale = 1:55.5
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Vdefl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
0.37 14-16 >942 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.48
Vert(CT)
-0.41 14-16 >834 180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB 0.77
Horz(CT)
0.08 11 n/a n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix-S
Weight: 216lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 2-5-3 oc puffins.
4-7: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-6-10 oc bracing.
BOT CHORD 2x6 SP DSS
WEBS
1 Row at midpt 6-13
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 19=2879/0-8-0, 11=2883/0-8-0
Max Horz 19— 139(LC 6)
Max Uplift 19= 1841(LC 8), 11=-1735(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2— 341/194, 2-3=-3855/2301, 3-4=-4822/2962, 4-5=-5773/3712, 5-6=-5772/3711,
6-7=-4390/2767, 7-8=-4827/2982, 8-9=-3860/235019-10= 342/196
BOT CHORD 1-19=-164/320, 18-19=-254/320, 17-18= 2010/3516, 16-17=-2540/4422,
14-16= 3502/5792, 13-14— 3502/5792, 12-13= 2056/3521, 11-12= 166/321,
10-11 =-1 66/321
WEBS 2-19=-2464/1592, 2-18=-2028/3357, 3-18=-11541790, 3-17=-713/1199, 4-17=-333/648,
4-16=-1150/1708, 5-16= 312/309, 6-14= 367/665, 6-13= 1753/1175, 7-13= 906/1595,
8-13=-712/1200, 8-12=-11511759, 9-12= 1979/3360, 9-11=-2469/1560 `,0111111111/��',
NOTES- %
Unbalanced roof live loads have been considered for this design. ♦♦♦♦`,�P•aG E N V�C�t�
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6fh Cat. �♦ y� SF'•••
II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60 NO 68182 _
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i 10 S O F �
will fit between the bottom chord and any other members. 0 (V .
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1841 lb uplift at joint 19 and 1735 lb•.•�`4 O P •• `� ♦♦♦
uplift at joint 11. ✓� R 1
8) Hanger9-0-0, 195 b down and 157 lb up er connection at 11-0 12, 1195 lb down nce(s) shall be provided 1ficient to support d 157 lb up at 3-0-12, 11rated load(s) 965 95 lb down and 15b down
at d 506 15 0-11b up 2, 951lb ��i `SRO N AL 0` �♦
down and 157 lb up at 16-8-0, 195 lb down and 157 lb up at 18-3-4, 195 lb down and 157 lb up at 20-3-4, and 195 lb down and 157 ,��111111 111i1`
lb up at 22-3-4, and 965 lb down and 506 lb up at 24-3-4 on bottom chord. The designtselection of such connection device(s) is Joaquin Velez PE No.68182
the responsibility of others. MITek USA, Inc. FL Cert 6634
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610
Date:
LOAD CASE(S) Standard July 24,2018
® WARNING- Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 14110312015 BEFORE USE.
Design valid for use only with MITek8 connectors. This design Is based only upon parameters shown, and Is for an individual building componenL not
�
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
M iTe W
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, seeANSYWII QualityQfleda, D90-89 and SCSI Bu6dtnQ Component
6904 Parke East Blvd.
Safely lnformoNonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642222
503948
C01
Hip Girder
1
1
Job Reference (optional)
Tibbetts Lumber -Co, Palm Bay , FL 8.220 s May 24 201 B MI l eK inaustnes, inc. t ue um za ur:a•r.8i 2u1n .rage z
I D:ikE4e4viWs5mxA1 XnkijvkziV2K-YA958g1 Sn0LCcHd01 bRawJxIYESS_7haKUr2NryuwaS
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-7= 54, 7-10=-54, 1-1O= 20
Concentrated Loads (lb)
Vert: 15=-195(F) 17=-965(F) 13=-965(F) 20=-195(F) 21=-195(F) 22=-195(F) 23=-195(F) 24=-195(F) 25= 195(F)
Q WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE
•
Design valid for use onlywith MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW
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, seeAN8U/P11 Quality ClBedo, DSB49 and BCSI Bugdtng Component
6904 Parke East Blvd.
Safety/ntonnaffenavaliabte from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
aty
Ply
T14642223
503948
CO2
Hip
1
1
Job Reference (optional)
Tibbetts Lumber Cc, •Paim Bay, FL 8.220 s May 24 2018 h4fTek Industries, Inc. Tue Jul 24 07:17:38 2018 Page-1
I D:ikE4e4viWS5mxA1 XnkijvkziV2K-OMjTMA24YKT3ERCCblzpSW UxXelHjbdjYebbwHyuwaR
2 4.0 6-9.8 11-0-0 16-8-0 22-4-0 26-6-8 31-0 2 33-4-0
2-4-0 4-2-0 5-8-0 5-8-0 U:8
Scale = 1:56.2
4x8 = 2x4 II 4x8 =
4 19 5 20 6
Id
6x6 = 3X4 = 3x4 = 3x8 = 3x4 = 3x4 = 6x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.55
BC 0.70
WB 0.73
Matrix-S
DEFL. in ([cc) Vdefl Ud
Vert(LL) 0.14 13 >999 240
Vert(CT) -0.27 15-16 >999 180
Horz(CT) 0.06 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 174lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 4-3-4 cc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied or 5-10-11 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 16=1233/0-8-0, 10=1233/0-8-0
Max Horz 16= 175(LC 10)
Max Uplift 16— 835(LC 12), 10= 726(LC 12)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-328/15, 3-4=-1538/1194, 4-5=-1641/1377, 5-6=-1641/1377, 6-7— 1538/1194,
8-9=-328/15
BOT CHORD 1-16=0/315, 15-16=-962/1334, 13-15=-829/1380, 11-13=-808/1380, 10-11=-94l/1310,
9-10=0/315
WEBS 2-16— 229/393, 3-16=-1534/1431, 4-13=-354/417, 5-13=-347/436, 6-13=-355/417,
7-10=-1534/1431, 8-10=-229/393
NOTES-
1) Unbalanced roof live loads have been considered for this design.
ind: ACE
2) 11; Exp CS Encl., 1G pl=O.18; MW FRS (directional) and C-C4Exterior(2) 0-0-0 to 5 0 0, Interior(l) 5-0-0to11-0-0, Exterior(2) 111--f 0-0 to
�e�p,C�U
.......
18-0-14, Intedor(1) 18-0-14 to 22-4-0, Exterior(2) 22-40 to 29-4-14, Interior(1) 29-4-14 to 33-4-0 zone; cantilever left and right
forces & MW FRS for Lumber DOL=1.60
,%% ,O S
'�,�
exposed ; end vertical left and right exposed;C-C for members and reactions shown; plate
�< ; �`�•,
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
designed for 10.0 bottom live load nonconcurrent with any other live loads.
%i
No 68182
4) This truss has been a psf chord
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
=
will fit between the bottom chord and any other members.
C
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 16 and 726 lb uplift
:• OF
at joint 10.
0
E
ON A ��
11111111111111,110
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/03/201S BEFORE USE
Design valid for use only with MITekG 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
{VliTeW
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality Criteria, DSB-69 and BCSI Sulfdtny Component
6904 Parke East BNd.
Safety /ntonnation3vallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642224
503948
CO3
Hip
1
1
Job Reference (optional)
Tibbetts Lumbe6Co, Palm Say, FL 8.220 s May 24 2018 Mi i ek industries,.lnc. I ue Jul 24 07A 7:39 2018 Page 1
1D:ikE4e4viWs5mxA1 XnkijvkziV2K-UZHsZW3jJebwsam090U2?kO2v1 BZS44tnoK9SkyuwaQ
2.4-0 7.8-8 13.0.0 20-4-0 25-7-8 31.0-0 33.4-0
2-4.0 5.4-8 5-3-S 7-4-0 5-3-9 5-4-7
48 =
5x6 =
Scale - 1:54.3
IQ
0
16 15 14 11 rU a
3x6 14x4 = 3x8 = 4x4 = 3x6 11
25-7-8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSL
TC 0.83
BC 0.50
WB 0.59
Matrix-S
DEFL. in (loc) I/defl Ud
Vert(LL) 0.11 11 >999 240
Vert(CT) -0.19 11-14 >999 180
Horz(CT) 0.04 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 175lb 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 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-11-4 oc bracing.
WEBS 2x4 SP No.2
WEBS
1 Row at midpt 4-11
REACTIONS. (lb/size) 16=1233/0-8-0, 9=1233/0-8-0
Max Horz 16= 206(LC 10)
Max Uplift 16=-835(LC 12), 9=-726(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1581/1190, 3-4=-1461/1192, 4-5-1 304/1187, 5-6— 1461/1192, 6-7=-1581/1190
BOT CHORD 15-16=-182/282, 14-15= 981/1439, 11-14= 797/1303, 10-11=-960/1407
WEBS 2-16=-1117/1059, 2-15=-116311436, 3-15=-174/294, 4-14= 37/306, 5-11=-31/306,
6-1 0=-1 74/294, 7-10=-1163/1435, 7-9=-1117/1059
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=41f; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to
27-4-14, Intedor(1) 27-4-14 to 33-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members `���� P,7
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 P.QU N v��
3) Provide adequate drainage to prevent water ponding. �� 0 :•' ........
• • • ♦�
GENS'• �♦
4) All plates are 3x4 MT20 unless otherwise indicated. ..
'�,� �•'.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '••
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide NO 68182
will fit between the bottom chord and any other members. * ;• •;
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 16 and 726 lb uplift
at joint 9. = -p : : fY =
p F � • . : '
R Pt
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEKREFERANCE PAGE 11111.7473 rev. 10AW015 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 bonding designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTeW
Is always required for stability and to prevent collapse with pos Ible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&71711 Quality CAleda• D&Wl? and SCSI Sugd/ng Component
6904 Parke East Blvd.
Safety /nfafmaflanovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexarlctria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
city
Ply
T14642225
503948
C04
Hip
1
1
Job Reference (optional)
Tibbetts Lumber -Co, -Palm Bay, FL 8.220 s.May 24 2018 Mifex Industries, Inc. Tue dul 24 07:17,40 2018 rage 1
I D:ikE4e4viWs5mxA1 XnkijvkziV2K-ylrEnr4L4xjnTkLbij?HXxZFhRUgBVX00R4i—AyuwaP
2-4-0 8-6-15 15.0-0 18-4-0 24-9.1 31.0-0 33.4-0
2-4-0 6.2.15 6-5-1 3-4-0 6-5-1 6.2-15
Scale =1:55.2
4x8 =
46 =
3x6 11 4x4 = &B = 4x4 = 3x6 11
8-6-15
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017ITP12014
CSI.
TC 0.70
BC 0.51
WB 0.77
Matrix-S
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in ([cc) Vdefl Ud
0.12 15-17 >999 240
-0.17 15-17 >999 180
0.04 11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 182lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 4-5-0 cc puriins.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied or 6-0-5 cc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 18=1233/0-8-0, 11=1233/0-8-0
Max Horz 18= 238(LC 10)
Max Uplift 18=-835(LC 12), 11=-726(LC 12)
FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1634/1154, 4-5=-1348/1058, 5-6= 1181/1074, 6-7=-1348/1058, 7-9=-1634/1154
BOT CHORD 17-18= 212/335, 15-17=-943/1485, 13-15=-633/1180, 12-13=-922/1451
WEBS 2-18=-1112/1046, 2-17=-1121/1446, 4-17=-104/276, 4-15=-404/357, 5-15=-121/293,
6-13=-147/294, 7-13= 403/357, 7-12=-105/276, 9-12= 1121/1445, 9-11=-1112/1046
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Extedor(2) 15-0-0 to
25-4-14, Interior(1) 25-4-14 to 33-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members �%
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ```
3) Provide adequate drainage to prevent water ponding. `��� ,� •'� Cr E N �� ��
4) All plates are 3x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %i
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 No 6.8182
will fit between the bottom chord and any other members. 1k ;• •; 7k
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 18 and 726 lb uplift
at joint 11. -q ; cc
-� ' S F
y'0�s/ONA` %%%
Joaquin Velez PE No.68182
MIT& USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 24,2018
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE
Design valid for use only with MlTek@) 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 appllcabUlty of design parameters and property Incorporate This design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek7
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, seeAMUMIJ OualRy CrBeda, D9B.89 and Ill Sulding Compananl
6904 Parke East Blvd.
Sarety Inlonnaffanavallabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Oty
Ply
T14642226
503948
C05
Common
1
1
Job Reference (optional)
Tibbetts Lumber -Co, Palm Bay, I-L ts.ZZu 5 a9ay z4 zu i o ivil i eK itiuu51Ue5, IfiU. 1 Ue-JUI 44;11 YV EU 1D .r aye 1
I D:ikE4e4vi W s5mxA1 XnkijvkziV2K-ylrEnr4L4xjnTkLbij?HXxZDmRSDBSBOOR4i_AyuwaP
7-4-14 14.8-0 21-9-0 29-0-0 31-4-0
7-4-14 7-3-2 7-1-0 7-3-0 2-4-0
5.00 Fi2
5xE
4x6 =
3x6 II M = 3x4 = 4x4 = 3x6 II
3x8 =
21-9-0
Scale=1:53.0
Iq
0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI.
TC 0.82
BC 0.60
WB 0.92
Matrix-S
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (too) I/defl Ud
0.13 12-13 >999 240
-0.18 12-13 >999 180
0.04 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 165 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-7-7 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-2-1 oc bracing.
WEBS
1 Row at midpt 3-12
REACTIONS. (lb/size) 14=1061/0-8-0, 9=1247/0-8-0
Max Horz 14= 299(LC 10)
Max Uplift 14=-628(LC 12), 9=-738(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-3— 1742/1172, 3-4=-1296/992, 4-5= 1293/968, 5-7=-1677/1077, 1-14=-990l798
BOT CHORD 13-14=-201/405, 12-13= 894/1560, 10-12=-836/1481
WEBS 3-12=-574/459, 4-12= 326/593, 5-12=517/383, 7-10=-994/1399, 7-9= 1109/1050,
1-13=-801/1353
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41it; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-1-12, Interior(1) 5-1-12 to 14-8-0, Exterior(2)
14-8-0 to 19-8-0, Intedor(1) 19-8-0 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦�OQ,Qu'
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦
♦ GEN3'' 1 •�
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 1♦ �,� �`�•.•
Will fit between the bottom chord and any other members. •• i
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 628 lb uplift at joint 14 and 738 lb uplift No 68182
at joint 9.
'O = a:.0 Sto
F
441
Off. rc_�:
�,,•• •.•• \ ♦♦
oivA'L-E�;
Joaquin Veld PE N6.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
July 24,2018
A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mg-7473 rev. f0/03/2015 BEFORE USE,
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not
a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek7
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, seeANSUM/I Quality Cdtaddr, DS"9 and SCSI Building Component
6904 Parke East Blvd.
Safety Infotmafranovallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Aiexandrta. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
T14642227
503948
CJ01
Corner Jack
10
1
Job Reference (optional)
Tibbetts Lumber Co, Paim Bay, FL u.zzu s may zq zur a rvu i ex maustries, inc. rue our z -uir r r:� r avro rave.,
ID:ikE4e4viWs5mxAlXnkijvkziV2K-QxPc_BSzgFreSuwnGQW W496aerxiw7m9F5pFWcyuwaO
1.0-0
1-0-0
2x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
TCDL 7.0
Lumber DOL 1.25
BC 0.01
BCLL 0.0
Rep Stress Incr YES
WB 0.00
BCDL 10.0
Code FBC2017TrP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 2= 0/Mechanical, 3=10/Mechanical,
1=62/Mechanical
Max Horc 2=74(LC 12), 1=58(LC 17)
Max Uplift 1= 49(LC 12)
Max Grav 3=20(LC 3), 1=65(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
Scale = 1:6.5
DEFL. in (loc) I/defl Ud PLATES GRIP
Vert(LL) -0.00 1 >999 240 MT20 244/190
Vert(CT) -0.00 1 >999 180
Horz(CT) 0.00 n/a n/a
Weight: 3 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1.
I"ptU I N , j/E1.*�ii
GCE N
No 68182
S OF
u n tI t>I
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 101032015 BEFORE USE
Design valid for use only with MITek® connectors. This deslgn Is based only upon parameters shown, and Is for an IndlAclual building component, not
�
a miss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
WeW
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, seeANSWIi GuaiBy CrBeda, DSB-69 and BCSI BuSdinp Component
6904 Parke East Blvd.
Safety fn/ormallonavallabte from Truss Plate Institute.218 N. Lee Street. Suite 312. Alexandria. VA22314.
Tampa, FL 33610
Job
Truss
Truss Type
Oty
Ply
T14642228
503948
CJ03
Corner Jack
10
1
Job Reference (optional)
Tibbetts LumberCo, Palm Bay ; FL 8.220 s May 24 2018 MiTek industries, Inc. Tue Jul 24 07:17A2 2018 Page 1
ID:ikE4e4vi W s5mxA1 XnkijvkziV2K-u8z_CX5bbZ_Vj2Vzg811dMeg KFAyfZ8JTIZp33yuwaN
3-0-0
3.0-0
3x6 II
2-8-0
Scale - 1:10.8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) Vdefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL) -0.00
5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.39
Vert(CT) 0.00
5 >999 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.12
Horz(CT) 0.03
3 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Weight:11 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 cc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 3=-156/Mechanical, 4=-154/Mechanical, 5=528/0-8-0
Max Harz 5=81(LC 12)
Max Uplift 3— i56(LC 1), 4= 154(LC 1), 5= 523(LG 12)
Max Grav 3=143(LC 12), 4=150(LC 12), 5=528(LC 1)
FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=297/680
NOTES-
1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41it; L=50ft; eave=6ft Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 3, 154 lb uplift at
joint 4 and 523 lb uplift at joint 5.
.0
PQUIN `,�.VAC ii,�
�0_
' • No 68182
CC
10
S OF
•
.,AS'I'
f0 E�11111{
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa R.33610
Date:
July 24,2018
A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE
Design valid for use only with MITeW connectors. This design Is based only upon parameters shown, and Is for an Individual bueding component not
�
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII Qualify Ciffedar, DS949 and BCSI Building Component
6904 Parke East Blvd.
Safety lnfofrnafforravailable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314.
Tarrira, FL 33610
Job
Truss
Truss Type
city
Ply
T14642229
503948
CJ05
Corner Jack
10
1
Job Reference (optional)
Tibbetts LumberGo, Palm Bay, FL u.22u s may z4 zui u mi i en mausmes, mc..i ue uw 24 ur n r:42 zu ro rage i
ID:ikE4e4viWs5mxAlXnkijvkziV2K-u8z_CX5bbZ_Vj2Vzg811dMegl FCkfZdJTIZp33yuwaN
LOADING (psi)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
5.0-0
5-0.0
2x4 11
CSI.
DEFL.
in
(loc)
Udefl
Ud
TC 0.32
Vert(LL)
-0.01
4-5
>999
240
BC 0.28
Vert(CT)
0.01
4-5
>999
180
WB 0.09
Horz(CT)
REACTIONS. (lb/size) 3=28/Mechanical, 4=-9/Mechanical, 5=346/0-8-0
Max Horz 5=134(LC 12)
Max Uplift 3= 53(LC 12), 4= 9(LC 1), 5= 296(LC 12)
Max Grav 3=50(LC 17), 4=33(LC 12), 5=346(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=-223/503
0.04
3 n/a
Na
Scale =1:15.4
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3, 9 lb uplift at joint 4
and 296 lb uplift at joint 5.
` CjQ I N VFW
'DENS
No 68182
S OF :��`
ORID
ON A�
Joaquin Valet PE No.68182
MITek USA, Inc. FL Cent 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M0.7473 rev. W103/2015 BEFORE USF_
Design valid for use only with MIT" connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members oNy. 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, seeANSWI1 CuaBty Cdfadd, DSB-89 and BCSI BulId6rg Component
6904 Parke East Blvd.
Safety /nfonnaffanavattabte from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T14642230
503948
CJ07
Corner Jack
10
1
Job Reference (optional)
Tibbetts Lumbar Co, Palm Bay ,. FL 8.220 s May 24 2018 Mftek industries, Inc. t ue Jul 24 01:11:43 201.8 rage i
ID:ikE4e4vi Ws5mxAlXnkijvkziV2K-NKW MPt6DMs6MKC4AOrY_9aBgcfZCOOdSiPIMbVyuwaM
6-11-11
6-11-11
Scale=1:19.8
2x4 11
2-0-0
2-0 0
-4-0
4-0
6-11-11
4-7-11
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in
(loc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.40
Vert(LL) -0.03
4-5 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.20
Vert(CT) -0.04
4-5 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.10
Horz(CT) 0.04
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 23 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
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 10-0-0 cc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 3=95/Mechanical, 4=31/Mechanical, 5=386/0-8-0
Max Harz 5=187(LC 12)
Max Uplift 3=-129(LC 12), 5= 295(LC 12)
Max Grav 3=116(LC 17), 4=70(LC 3), 5=386(LC 1)
FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 340/125
BOT CHORD 1-5= 117/327
WEBS 2-5=-272/594
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-10-15 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60 `%J1111111/11
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,r,� IN '*,
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,(;V v�I�
will fit between the bottom chord and any other members. �� , G E N • • '
4) Refer to girder(s) for truss to truss connections. S'� �j
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 295 lb uplift at i
joints. No 68182
=-at :cc
S OF
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
69D4 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MM-7473 rev. 1010=016 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
6904 Parke East Blvd.
fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPI► Cuallty Cfdeda, DSB-69 and SCSI Sullding Component
Safety/nfonaalknavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314.
Tampa, FL 33610
Job
Truss
Truss Type •
Oty
Ply
T14642231
503948
EJ7
JACK -OPEN
34
1
Job Reference (optional)
ribbetts Lumber -Co, Palm Bay, FL 8.220 s May 24 2018 MiTek Industries, Inc. Tue Jul 24 07:17:44 2018 page-1
I D:ikE4e4viWS5mxA1 XnkijvkziV2K-rW4lcD7r7AEDyMfMxZ3Dinkvb2tg7Tiicx32w7xyuwaL
4-8.2 9.0-0
4-8-2 4-3-14
2x4 11
2-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.83
TCDL 7.0
Lumber DOL 1.25
BC 0.38
BCLL 0.0
Rep Stress Incr YES
WB 0.12
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 6=440/0-8-0, 3=210/Mechanical
Max Horz 6=196(LC 10)
Max Uplift 6=-248(LC 10), 3— 128(LC 10)
Max Grav 6=440(LC 1), 3=250(LC 15)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-390/140
BOT CHORD 1-6=-123/346
WEBS 2-6=-349/655
3x4 11
Scale=1:25.1
DEFL. in (loc) Well Ud PLATES GRIP
Vert(LL) -0.07 5-6 >999 240 MT20 244/190
Vert(CT) -0.13 5-6 >593 180
Horz(CT) 0.08 3 n/a n/a
Weight: 34 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDI--6.0psf; h=15ft; B=41ft; L=42ft; eave=6ft; Cat.
11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and forces &
MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 6 and 128 lb uplift at
joint 3.
6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
PQVIN
• G E N S .
No 68182
C�
p : S OF :mow
`S/O N A
inn►
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 24,2018
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EKREFERANCE PAGE MII-7473 rev. 10)V3/2015 BEFORE USE
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not
�
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
prevent
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
6904 Parke East Blvd.
fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSVWI► Oua/ey CrBeda, DSB-89 and BCSI Sugd►Irg Compononl
Tampa, FL 33610
Safety /nfoanaHanavallable from Truss Plate. Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314.
Job
Truss
Truss Type ..
Oty
Ply
T14642232
503948
G01
Common Girder
1
n
G
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FL a.22u s may 24 zui a oar i eK rnaustnes, inc. t ua aw z4 w: r r:va av ra rduu i
I D:ikE4e4vi W s5mxA1 XnkijvkziV2K-Jje7gZ8TuUM4aVEYVGbSE?G13S8gshk[9j nTfOyuwaV
3-8-8 7-1.8 I010-12 14-8.0 18-3.2 21-10.4 25.5-6 29-4-0
3-5-9 3-5-0 3-9-4 3-9-4 3-7-2 3-7-2 3-7-2 3-10-10
8x12 MT20HS I I
6x10 MT
Scale=1:52.9
HS
7x8 = 6x10 MT20HS = 6x6 = 6x6 = 6x8 MT20HS = 6x6 = 7x8 = 6x10 MT20HS = 6X8 =
Bx8 =
Plate Offsets (X Y)-- [1:Edge,0-2-5], [9:0-3-8,0-2-12], [11:0-3-8,0-1-12], [12:0-3-8,0-4-12], [13:0-3-0,0-4-4], [14:0-4-0,0-4-12], [16:0-3-0,0-4-4], [17:U-3-U,0-4-4j, tlu:U-4-b,U-Z-4j
LOADING (psi)
SPACING-
2-0-0
CS1.
DEFL.
in ([cc)
Vdefi
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.98
Vert(LL)
0.49 14-16
>716
240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.65
Vert(CT)
-0.54 14-16
>641
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.96
Horz(CT)
0.11 10
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-S
Weight: 426 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.2 `Except` BOT CHORD
1-18,9-11: 2x4 SP SS, 9-10: 2x6 SP No.2
REACTIONS. (lb/size) 19=9286/0-8-0, 10=7916/0-8-0
Max Horz 19=287(LC 24)
Max Uplift 19= 5743(LC 8), 10= 4995(LC 8)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-14226/8808, 2-3— 15223/9490. 3-4=-13701/8610, 4-5=-11441/7296,
5-6= 11438/7297, 6-7= 13702/8694, 7-8= 15372/9787, 8-9= 1255117941,
1-19=-8499/5289, 9-1 O 7512/4781
BOT CHORD 18-19=-766/955, 17-18=-8020/13066, 16-17=-8586/14044, 14-16=-7664/12605,
13-14=-7735/12616, 12-13=-8848/14172, 11-12=-7220/11527, 10-11=-582/945
WEBS 2-18=-1 1 50f789, 2-17— 695/1200, 3-17= 1017/1733, 3-16= 2009/1266, 4-16=-2155/3632,
4-14=-3595/2265, 5-14=-5377/8518, 6-14=-3769/2491, 6-13= 2424/3850,
7-13=-2262/1594, 7-12=-1368/2048, 8-12=-2005/3228, 8-11=-3042/1997,
1-18= 7646/12452, 9-11_ 6827/10883
Structural wood sheathing directly applied or 1-10-10 cc purlins,
except end verticals.
Rigid ceiling directly applied or 6-1-11 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
5) All plates are MT20 plates unless otherwise indicated.
6) The Fabrication Tolerance at joint 1 = 4%
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Bearing at joint(s) 19, 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5743 lb uplift at joint 19 and 4995 lb
,,111111111/1/1
♦♦%%%Pp,UIN
I
:♦♦♦ �� �� G E
.0
No 68182
•
�ccz
OF : 44/
°° F •#IR; IC?
i0 N A11
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
69D4 Padre East Blvd. Tampa FL 33610
Date:
July 24,2018
A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. IM32015 BEFORE USE.
Design valid for use ody 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 appllcabillty, 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
WeW
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, seeANSIM11 CualByCrB®do, DS"P and BCSI Buadhig Component
e East Blvd.
6904 Parke
Safety/nformatfonavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314.
Tampa, 33s
mP
Job
Truss
Truss Type
Qty
Ply
T14642232
503948
G01
Common Girder
1
A
G
Job Reference (optional)
Tibbetts Lumber -Go, -Palm Bay, FL
B.22u s May 242UIB Mr I eK mausiries, Inc. I ue 11u1 Z4'ui:i r:4D Gut O •Yauua-z
ID:ikE4e4viWs5mxA1 XnkijvkziV2K-Jje7gZBTuUM4aVEYVGbSE7G13Segshkl9jnTfOyuwaK
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1354 lb down and 865 lb up at 2-3-4, 1189 lb down and 734 lb up at
4-3-4, 1189 lb down and 735 lb up at 6-3-4, 1189 lb down and 737 lb up at 8-3-4, 1189 lb down and 739 lb up at 10-3-4, 1189 lb down and 741 lb up at 12-3-4, 1189 lb
down and 743 lb up at 14-3-4, 1189 lb down and 742 lb up at 16-3-4, 1189 lb down and 740 lb up at 18-3-4, and 1189 lb down and 738 lb up at 20-3-4, and 2999 lb
down and 2051 lb up at 22-2-8 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: 1-5=-54, 5-9= 54, 10-19= 20
Concentrated Loads (lb)
Vert: 13_ 1189(B) 12=-2999(B) 20= 1354 21=-1189(B) 22= 1189(B) 23=-1189(B) 24— 1189(B) 25=-1189(B) 26=-1189(B) 27=-1189(B) 28=-1189(B)
® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev. 10/03/2016 BEFORE USE —
Design valid for use only with MITeM 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
MiTele
Is always required for stability and to prevent collapse with possible, personal Injury and property damage. For general guidance regarding the
Miss systems, seeANSVIp1► Quality CrBedd, DS"9 and BCSI Building Component
storage. delivery, erection and bracing of trusses and tru
6904 Park
Parke
e East Blvd.fabrication,
Safety Infoanationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314,
Tampa, East o
mpa,
Job
Truss
Truss Type
Oty
Ply
T14642233
503948
HJ7
Diagonal Hip Girder
5
1
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FL 8.220 s May 24 2018 MITek Industries, Inc. I Ue JUI 24 U/:1 /:46 2U18 rage a
ID:ikE4e4viWs5mxA1 XnkijvkziV2K-nvCV1 v86fnUxBfpl3_6hnCpJ?sPgbHluONXOCgyuwaJ
3-2.4 7.6-3 12-7.4
3.2-4 4-3-15 5-1-1
3x6 II Scale = 1:24.4
2-8-9
2x4
3-2.4
7-6-3
12.6-7
12,7 4
2-8-9
5.1
4-3-15
5-0-4
0•d-'13
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.52
Vert(LL)
0.15
7-8
>750
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.97
Vert(CT)
-0.16
7-8
>693
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.43
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 61 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOT CHORD
REACTIONS. (lb/size) 5=39/Mechanical, 7=798/Mechanical, 9=632/0-11-5
Max Horz 9=431(LC 7)
Max Uplift 5=-270(LC 9), 7= 321(LC 8), 9= 579(LC 8)
Max Grav 5=462(LC 7), 7=798(LC 1), 9=632(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-328/100, 2-3=-980/533, 4-7=-376/662
BOT CHORD 1-9=-108/329, 8-9=-203/364, 7-8= 420/919
WEBS 2-9=-418/356, 2-8=-698/855, 3-8=-418/813, 3-7= 906/404
Structural wood sheathing directly applied or 5-10-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=41ft; L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) na
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 270 lb uplift at joint 5, 321 lb uplift at
joint 7 and 579 lb uplift at joint 9.
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
Trapezoidal Loads (pif)
Vert: 1=0(F=10, B=10)-to-6=-233(F=-107, B=-107)
`��PCjQIN
%�VF��'��i
E N
No 68182
� -10 C'C
IC/
• S C
10,
0 N A, `�%
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 24,2018
0 WARNING - Verity design parameters and READ NOTES ON THIS AND WCLUDED MITEKREFERANCE PAGE MII--7473 rev. 10/03/2015 BEFORE USE.�
Design valid for use only with MITek8 connectors. This design Is teased 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
WeW
prevent
Is always required for Mobility 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, seeANSUFPII Aua1Cy Cdfada, DSB-09 and BCSI 8ufldhV Component
6904 Parke East Blvd.
Safety/nfonnallolravollable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA22314.
Tampa, FL 33610
Symbols
Numbering System
® General Safety Notes
PLATE LOCATION AND ORIENTATION
3j4 Center plate on joint unless x, y
offsets are indicated.
1 6-4-8 1 dimensions shown in ft-In-sixteenths
(Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1 2 3
1. Additional stability bracing for truss system, e.g.
TOP CHORDS
diagonal or X-bracing, is always required. See BCSI.
c1-2 C23
2. Truss bracing must be designed by an engineer. For
0 WEBS 4
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
of
O �� 1 Q
bracing should be considered.
O
U
3. Never exceed the design loading shown and never
inadequately braced trusses.
d°p 3
stock materials on
p
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate
c� s °� �-
BOTTOM CHORDS
designer, erection supervisor, property owner and
plates 0- 'lid' from outside
all other Interested parties.
edge of truss.
8 7 6 5
5. Cut members to bear lightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the
JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE
joint and embed fully. Knots and wane at joint
required direction of slots in
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
locations are regulated by ANSI/TPI 1.
connector plates.
THE LEFT.
7, Design assumes trusses will be suitably
y protected from
+
Plate location details available in MITek20120
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment in accord with ANSI/TPI 1.
software or upon request.
NUMBERSAETTERS
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
PLATE SIZE
PRODUCT CODE APPROVALS
9. Unless expressly noted, this design is not applicable for
ICC-ES Reports:
use with fire retardant, preservative treated, or green lumber.
The first dimension is the plate
4 x 4 width measured perpendicular
ESR-1311, ESR-1352, ESR1988
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
to slots. Second dimension is
ER-3907, ESR-2362, ESR-1397, ESR-3282
camber for dead load deflection.
the length parallel to slots.
11. Plate type, size, orientation and location dimensions
LATERAL BRACING LOCATION
Indicated are minimum plating requirements.
12. Lumber used shall be of the species and s¢e, and
Indicated by symbol shown and/or
Trusses are designed for wind loads in the plane of the
In all respects, equal to or better than that
specified.
by text in the bracing section of the
truss unless otherwise shown.
13. Top chords must be sheathed or purlins provided at
output. Use T or I bracing
spacing Indicated on design.
if indicated.
Lumber design values are in accordance with ANSI/TPI 1
BEARING
section 6.3 These truss designs rely on lumber values
1Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.4.
established by others.
15. Connections not shown are the responsibility of others.
Indicates location where bearings
(supports) occur. Icons vary but
16, Do not cut or alter truss member or plate without prior
reaction section indicates joint
© 2012 MiTek@ All Rights Reserved
approval of an engineer.
number where bearings occur.
17. Install and load vertically unless indicated otherwise.
Min size shown is for crushing only.
��
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards:
project engineer before use.
ANSI/TPI1: National Design Specification for Metal
19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction.
and pictures) before use. Reviewing pictures alone
DSB-89: Design Standard for Bracing.
Is not sufficient.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,ANSI/TPI
e
MiTek
20. Design assumes manufacture in accordance with
Installing & Bracing of Metal Plate
1 Quality Criteria.
Connected Wood Trusses,
MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015