HomeMy WebLinkAboutVillas 5,6,7 & 8 Truss Detail Pack Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: 2711493 - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Adams Homes Project Name: Waterstone Model: Villa 4-plex Tampa, FL 3361 0-41 1 5
Lot/Block: 5-8 Subdivision: Port St. Lucie
Address: 5202-5208 Manciano Street, .
City: Port St. Lucie State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 160 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 120 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T24063258 A01 5/25/21 23 T24063280 A23 5/25/21
2 T24063259 A02 5/25/21 24 T24063281 A24 5/25/21
3 T24063260 A03 5/25/21 25 T24063282 A25 5/25/21
4 T24063261 A04 5/25/21 26 T24063283 A26 5/25/21
5 T24063262 A05 5/25/21 27 T24063284 A27 5/25/21
6 T24063263 A06 5/25/21 28 T24063285 A28 5/25/21
7 T24063264 A07 5/25/21 29 T24063286 A29 5/25/21
8 T24063265 A08 5/25/21 30 T24063287 A30 5/25/21
9 T24063266 A09 5/25/21 31 T24063288 A31 5/25/21
10 T24063267 A10 5/25/21 32 T24063289 A32 5/25/21
11 T24063268 All 5/25/21 33 T24063290 A33 5/25/21
12 T24063269 Al2 5/25/21 34 T24063291 A34 5/25/21
13 T24063270 A13 5/25/21 35 T24063292 A35 5/25/21
14 T24063271 A14 5/25/21 36 T24063293 A36 5/25/21
15 T24063272 A15 5/25/21 37 T24063294 A37 5/25/21
16 T24063273 A16 5/25/21 38 T24063295 A38 5/25/21
17 T24063274 A17 5/25/21 39 T24063296 A39 5/25/21
18 T24063275 A18 5/25/21 40 T24063297 A40 5/25/21
19 T24063276 A19 5/25/21 41 T24063298 A41 5/25/21
20 T24063277 A20 5/25/21 42 T24063299 A42 5/25/21
21 T24063278 A21 5/25/21 43 T24063300 A43 5/25/21
22 T24063279 A22 5/25/21 44 T24063301 A44 5/25/21
The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. � �L�IJ S
under my direct supervision based on the parameters �� J
provided by Builders FirstSource(Plant City,FL). �.� .��G E N S�.• �i���
Truss Design Engineer's Name: Lee, Julius 0 69
My license renewal date for the state of Florida is February 28,2023.
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF :•44/
that the engineer named is licensed in the jurisdiction(s)identified and that the <(/
A, \
designs comply with ANSI/TPI 1. These designs are based upon parameters �i� 4 0 P;•• �``�
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ij�s•••O R I. `G,��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or I, S/ �` �%
TRENCO's customers file reference purpose only,and was not taken into account in the �� �N A; ���
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use, Julius Lee PE No.34869
the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
Lee, Julius 1 of 2
�m ID
W1 I
MiTek
MiTek USA, Inc.
RE: 2711493 - 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: Adams Homes Project Name: Waterstone Model: Villa 4-plex
Lot/Block: 5-8 Subdivision: Port St. Lucie
Address: 5202-5208 Manciano Street, .
City: Port St. Lucie State: FL
No. Seal# Truss Name Date No. Seal# Truss Name Date
45 T24063302 A45 5/25/21 102 T24063359 H38 5/25/21
46 T24063303 A46 5/25/21 103 T24063360 MV01 5/25/21
47 T24063304 A47 5/25/21 104 T24063361 MV02 5/25/21
48 T24063305 A48 5/25/21 105 T24063362 MV03 5/25/21
49 T24063306 A49 5/25/21 106 T24063363 MV04 5/25/21
50 T24063307 A50 5/25/21 107 T24063364 MV05 5/25/21
51 T24063308 A51 5/25/21 108 T24063365 MV06 5/25/21
52 T24063309 A52 5/25/21 109 T24063366 MV07 5/25/21
53 T24063310 A53 5/25/21 110 T24063367 MV08 5/25/21
54 T24063311 A54 5/25/21 111 T24063368 MV09 5/25/21
55 T24063312 A55 5/25/21 112 T24063369 MV10 5/25/21
56 T24063313 A56 5/25/21 113 T24063370 MV11 5/25/21
57 T24063314 A57 5/25/21 114 T24063371 MV12 5/25/21
58 T24063315 A58 5/25/21 115 T24063372 MV13 5/25/21
59 T24063316 A59 5/25/21 116 T24063373 P01 5/25/21
60 T24063317 A60 5/25/21 117 T24063374 P02 5/25/21
61 T24063318 A61 5/25/21 118 T24063375 P03 5/25/21
62 T24063319 A62 5/25/21 119 T24063376 PO4 5/25/21
63 T24063320 A63 5/25/21 120 T24063377 P05 5/25/21
64 T24063321 A64 5/25/21
65 T24063322 A65 5/25/21
66 T24063323 AG1 5/25/21
67 T24063324 B01 5/25/21
68 T24063325 B02 5/25/21
69 T24063326 B03 5/25/21
70 T24063327 B04 5/25/21
71 T24063328 B05 5/25/21
72 T24063329 B06 5/25/21
73 T24063330 B07 5/25/21
74 T24063331 B08 5/25/21
75 T24063332 B09 5/25/21
76 T24063333 B10 5/25/21
77 T24063334 B11 5/25/21
78 T24063335 B12 5/25/21
79 T24063336 B13 5/25/21
80 T24063337 B14 5/25/21
81 T24063338 B15 5/25/21
82 T24063339 C1 5/25/21
83 T24063340 C3 5/25/21
84 T24063341 C5 5/25/21
85 T24063342 E4 5/25/21
86 T24063343 E4E 5/25/21
87 T24063344 E7 5/25/21
88 T24063345 E7V 5/25/21
89 T24063346 E24 5/25/21
90 T24063347 E38 5/25/21
91 T24063348 E52 5/25/21
92 T24063349 EG5 5/25/21
93 T24063350 FW01 5/25/21
94 T24063351 FW02 5/25/21
95 T24063352 FW03 5/25/21
96 T24063353 FW04 5/25/21
97 T24063354 FW05 5/25/21
98 T24063355 FW06 5/25/21
99 T24063356 H4 5/25/21
100 T24063357 H7 5/25/21
101 T24063358 H24 5/25/21
2 of 2
Job Truss Truss Type Qty Ply
T24063258
2711493 A01 HALF HIP GIRDER 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:08 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-wGVrFewSgs4baFFfYQV77RR91 LXXSzoXyBlx9wzEZnj
1-0-Q 3-7-0 , 7-0-0 , 14-3-2 2%4-0 26 4-14 34-9-15 39-6-1 44-4-0
O- 3-7-0 3-5-0 7-3-2 6-0-14 6-0-14 8-5-1 4-8-3 4-9-15
Scale=1:79.5
6.00 12 6x8 6x8= 4x4= 7x8= 4x4= 5x6= 7x8= 4x4— 2x4
4 5 32 33 34 6 35 36 37 7 38 39 40 41 8 42 43 44 9 45 10 46 47 11 48 49 50 12
3x4 i
3
ST1.5x8 STP=
2 2 17 ry
14 1 51 52 53 2154 2055 56 1957 58 59 1860 61 — Iop
0 25 24 23 3x10= 5x6= 3x6= 4x8= 5x6= 15 14 13
16 63 64 65 66 67 68
3x6— 2x4 11 ST1.5x8 STP= 3x6 11 5x8= 3x6—
3x4= 2x4 11
6x8= 2x4 11
3-7-0 7-0-0 0- 14-3-2 20-4-0 26 4-14 31-0-0 2-8-0 34-9-15 39-6-1 44 4-0
3-7-0 3-5-0 -0- 6-3-2 6-0-14 6-0-14 4-7-2 1-8-0 2-1-15 4-8-3 4-9-15
Plate Offsets(X,Y)-- [4:0-4-0,0-1-15],[5:0-4-0,0-4-0],[7:0-4-0,0-4-8],[10:0-4-0,0-4-8],[17:0-5-8,0-2-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 13-14 >750 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.39 13-14 >359 180
BCLL 0.0 * Rep Stress Incr NO WB 0.61 Horz(CT) 0.07 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:560 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
1-4:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
5-23:2x6 SP No.2 6-0-0 oc bracing:22-23
WEBS 2x4 SP No.3*Except*
9-18,5-21,8-19,6-19:2x4 SP No.2
REACTIONS. All bearings 0-4-0 except Qt=length)2=0-8-0,23=0-8-0.
(lb)- Max Horz 2=251(LC 8)
Max Uplift All uplift 100 lb or less atjoint(s)except 13=-312(LC 5),23=-1840(LC 8),
15=-2056(LC 8)
Max Grav All reactions 250 lb or less at joint(s)except 13=559(LC 29),2=344(LC
13),23=3211(LC 29),15=4057(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-403/425,3-4=-396/780,4-5=-356/735,5-6=-3484/1589,6-7=-4745/2329,
7-8=-4745/2329,8-9=-2539/1239,9-10=-1489/2935,10-11=-425/659,12-13=-256/223
BOT CHORD 2-25=-279/418,24-25=-279/418,23-24=-679/328,22-23=-3022/1696,5-22=-2853/1748,
21-22=-1377/751,19-21=-1 589/3484,18-19=-1239/2539,17-18=-2977/1508 `%%J11111111j
WEBS 3-24=-442/255,4-24=-324/696,4-23=-538/248,14-17=-918/558,10-17=-2815/1339, , �`�US �F��I,�
10-14=-617/1648,11-14=-1051/814,11-13=-154/308,15-17=-4053/2062, ,�
9-17=-2732/1608,9-18=-2888/5796,5-21=-2404/4664,8-18=-1384/1031,6-21=-1 122/909, ,�� .•'�G E N g'•.
8-19=-1189/2321,6-19=-813/1512,7-19=-831/735 �� •• F
NOTES- No 34869
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '��• O R Q Q;••��,�
3)Unbalanced roof live loads have been considered for this design. Sl •. •• ••• �,�
4)Cat 11;ASCE 7-1 ;Exp C;Encl.,GCpii=0. 8;(3-second
MWFRS(directional);LumberhDOL=1.60 pa to grip DOL=1 60h=25ft;B=65ft;L=150ft;eave=16ft; S�ON A\�0%
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. Julius Lee PE No.34869
6)Provide adequate drainage to prevent water ponding. MiTek USA,Inc.FL Cert 6634
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610
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 Date:
will fit between the bottom chord and any other members. May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063258
2711493 A01 HALF HIP GIRDER 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:08 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-wGVrFewSgs4baFFfYQV77RR91 LXXSzoXyBlx9wzEZnj
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint 13,1840 lb uplift at joint 23 and 2056 lb uplift at joint 15.
10)"A"indicates Released bearing:allow for upward movement at joint(s)2.
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)330 lb down and 411 lb up at 7-0-0,220 lb down and 207 lb up at
9-0-12,220 lb down and 207 lb up at 11-0-12,220 lb down and 207 lb up at 13-0-12,220 lb down and 207 lb up at 15-0-12,220 lb down and 207 lb up at 17-0-12,220
lb down and 207 lb up at 19-0-12,220 lb down and 207 lb up at 21-0-12,220 lb down and 207 lb up at 23-0-12,220 lb down and 207 lb up at 25-0-12,220 lb down and
207 lb up at 27-0-12,220 lb down and 207 lb up at 29-0-12,232 lb down and 221 lb up at 31-0-12,232 lb down and 221 lb up at 33-0-12,232 lb down and 221 lb up at
35-0-12,232 lb down and 221 lb up at 37-0-12,232 lb down and 221 lb up at 39-0-12,and 232 lb down and 221 lb up at 41-0-12,and 232 lb down and 221 lb up at
43-0-12 on top chord,and 296 lb down and 152 lb up at 7-0-0,75 lb down at 9-0-12,75 lb down at 11-0-12,75 lb down at 13-0-12,75 lb down at 15-0-12,75 lb down
at 17-0-12,75 lb down at 19-0-12,75 lb down at 21-0-12,75 lb down at 23-0-12,75 lb down at 25-0-12,75 lb down at 27-0-12,75 lb down at 29-0-12,83 lb down at
31-0-12,83 lb down at 33-0-12,83 lb down at 35-0-12,83 lb down at 37-0-12,83 lb down at 39-0-12,and 83 lb down at 41-0-12,and 83 lb down at 43-0-12 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:1-4=-60,4-12=-60,23-28=-20,17-22=-20,13-16=-20
Concentrated Loads(lb)
Vert:4=-280(F)24=-296(F)14=-58(F)32=-119(F)33=-119(F)34=-119(F)35=-119(F)36=-119(F)37=-119(F)38=-119(F)39=-119(F)41=-119(F)42=-119(F)
43=-119(F)44=-135(F)45=-135(F)46=-135(F)47=-135(F)48=-135(F)49=-135(F)50=-135(F)51=-57(F)52=-57(F)53=-57(F)54=-57(F)55=-57(F)56=-57(F)
57=-57(F)58=-57(F)59=-57(F)60=-57(F)61=-57(F)62=-58(F)64=-58(F)65=-58(F)66=-58(F)67=-58(F)68=-58(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063259
2711493 A02 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:09 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-OS3DS_x4b9CSCPgr670Mgf_JZlsfBLLgArUUiNzEZni
-1-0-Q 4-3-0 8-4-0 9r0-0 13-3-12 17-9 4 22-2-12 26-8-4 31-0-0 1 36-2-12 1 40-2-8 1 44-4-0
1-0- 4-3-0 4-1-0 0-8- 4-3-12 4-5-8 4-5-8 4-3-12 5-2-12 3-11-12 4-1-8
Scale=1:79.5
6x8= 4x6= 2x4 11 7x8= 4x4= 5x6= 7x8= 2x4 11
11 4x4=
6.00 12 3x6 4 5 6 7 28 8 29 30 9 10 31 11 12 13
FP F�i
2x4
3
ST1.5x8 STP— 3 18
7x10 O
ro 1 2 5x12= 22 21 20 19ZN 0
0 4 x 8= 7x8= 4x4= 4x4= a
24 17 16 15 14
4x6—_ ST1.5x8 STP= 2x4 11 4x12= 6x8=
6x8=
8 4-0 13-3-12 17-9-4 22-2-12 2t3 8-4 36-2-12 44-4-0
8-4-0 4-11-12 4-5-8 4-5-8 4-5-8 9-6-8 8-1 4
Plate Offsets(X,Y)-- [8:0-4-0,0-4-8],[11:0-4-0,0-4-8],[14:Edge,0-4-4],[18:0-74,044],[21:04-0,0-4-8],[22:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.45 17 >952 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.62 17 >697 180
BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.12 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:325 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
2-24:2x4 SP No.2,4-24:2x6 SP M 26,10-16:2x4 SP No.3 5-10-0 oc bracing:23-24
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:16-18
11-18:2x4 SP No.2 WEBS 1 Row at midpt 12-14
REACTIONS. (size) 14=0-4-0,2=0-8-0,24=0-8-0
Max Horz 2=316(LC 12)
Max Uplift 14=-655(LC 12),2=-197(LC 22),24=-1184(LC 12)
Max Grav 14=1372(LC 22),2=111(LC 8),24=2252(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=456/704,3-4=-606/801,4-5=-794/1249,5-6=-1491/876,6-7=-3125/1824,
7-8=-3125/1824,8-9=-4122/2337,9-10=-4538/2485,10-11=4444/2387,
11-12=-1867/1015
BOT CHORD 2-24=-593/225,23-24=-2098/1422,4-23=-280/289,22-23=-593/361,21-22=-876/1491,
20-21=-2335/4104,19-20=-2485/4538,18-19=-2408/4490,10-18=-265/274,
14-15=-634/1052
3-24=-28
1111
WEBS 8 205 833 5827�15 52/02842,/832$11144/62`3 5823=1859 00/2829 41211579 9563892, ,���,'3uu S'LF�'0�',,
�. .• �GENg'• .�
NOTES- �� •' F••••
1)Unbalanced roof live loads have been considered for this design. No 34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Exterior(2R)9-0-0 to 23-1-11,Interior(1)
23-1-11 to 44-24 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. •�C/,4%
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' • O R Q Q:•'��,�
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 G•`�
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 655 lb uplift at joint 14,197 lb uplift at joint 2 and 1184 lb uplift at joint 24. �I118111110"�
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869
sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063260
2711493 A03 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:11 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-KrBztgyK6nS9Ri_EEY3gl43ggZX2fEize9zbmFzEZng
-1-0-Q 4-3-0 8-4-0 , 11-0-0 , 17-9-12 24-5-12 , 31-0-0 , 36-8-0 42-4-0 44 4-0
1-0- 4-3-0 4-1-0 2-8-0 6-9-12 6-8-0 6-6-4 5-8-0 5-8-0
Scale=1:79.5
5x8= 4x6
2x4 5x6= 4x6= 5x6= 5x8—
6.00 12 4x8 5 6 28 7 29 30 31 8 9 10 11
27
4
2x4
3 co 0
ST1.5x8 STP= o ro
2 17
<7x10
1 2 3x10= 21 20 19 18 0
N
4x4= 3x6= 5x8= 3x4=
23 16 15 14 13 12
4x6—_ ST1.5x8 STP= 2x4 I I 4x8= 4x4=3x6
6x8=
8 4-0 11-0-0 17-9-12 24-5-12 31-0-0 36-8-0 42-4-0 44-4-0
8-4-0 2-8-0 6-9-12 6-8-0 6-6-4 5-8-0 5-8-0 2-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-0],[5:0-6-0,0-2-8],[7:0-3-0,0-3-0],[9:0-3-0,0-3-0],[10:0-6-0,0-2-8],[17:0-6-4,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.40 16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.56 17-18 >768 180
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:275 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
4-23:2x6 SP No.2,8-15:2x4 SP No.3 4-3-0 cc bracing:22-23
WEBS 2x4 SP No.3 10-0-0 cc bracing:15-17
WEDGE WEBS 1 Row at midpt 10-14,5-19,7-19
Left:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,12=0-4-0,23=0-8-0
Max Horz 2=319(LC 12)
Max Uplift 2=-44(LC 12),12=-674(LC 12),23=-1088(LC 12)
Max Grav 2=208(LC 17),12=1413(LC 1),23=2017(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-220/279,3-4=-408/440,4-5=-832/449,5-6=-2520/1554,6-7=-2520/1554,
7-8=-3316/1954,8-9=-3299/1979,9-10=-1489/955,10-1 1=-548/346,11-12=-1399/861
BOT CHORD 22-23=-1796/1239,4-22=-1747/1222,21-22=-658/473,19-21=-358/686,
18-19=-1890/3314,17-18=-1933/3347,8-17=-340/351,13-14=-271/455
WEBS 3-23=-373/372,4-21=-1 073/1726,5-21=-958/735,14-17=-941/1584,9-17=-1194/2120,
9-14=-1526/1048,10-14=-873/1476,10-13=-1058/745,11-13=-740/1232,
5-19=-1284/2098,6-19=-419/468,7-19=-919/560 %�
`, ,v`ffVS
NOTES- ♦♦� .•'�G E N S •
+'•
1)Unbalanced roof live loads have been considered for this design. ♦♦ •• F ••.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 11-0-0,Exterior(2R) = * •:
11-0-0 to 25-1-11,Interior(1)25-1-11 to 42-4-0,Exterior(2E)42-4-0 to 44-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific !c
to the use of this truss component. O
4)Provide adequate drainage to prevent water ponding. �
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i�'� ' O R Q Q:•'��,♦♦
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 0j ......
will fit between the bottom chord and any other members. ��j / N
••�` ���
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 2,674 lb uplift at joint It
12 and 1088 lb uplift at joint 23. 111111110
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869
sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063261
2711493 A04 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:12 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-p1 IM40zzt4aO3sZQnFa3l HcoJztNOjM7tpj9l hzEZnf
-1-0-Q 4-3-0 8-4-0 13-0-0 19-0-0 25-0-0 31-0-0 35-8-0 40-4-0 44-4-0
1-0- 4-3-0 4-1-0 4-0-0
Scale=1:79.5
5x6= 3x4— 5x6= 2x4 11 4x6= 5x6=
5 6 26 7 27 28 8 9 10
6.00 12 4x8 i M
1
4 25
2x4� m
6
3 0
ST1.5x8 S!:�
o
0 16 O1 2 3x6= 1918 17N
5x8=4x6= 3x4=
21 15 14 13 29 30 12
4x6— ST1.5x8 STP= 2x4 11 5x8= 6x8=
6x8=
8 4-0i 3-0-0 22-0-0 31-0-0 35-8-0 44-4-0
8-4-0 4-8-0 9-0-0 9-0-0 4-8-0 8-8-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-4],[5:0-3-0,0-2-0],[7:0-3-0,0-3-0],[10:0-3-0,0-2-0],[16:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.27 16-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.55 16-17 >794 180
BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.11 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:272 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
4-21:2x6 SP No.2,8-14:2x4 SP No.3,16-18:2x4 SP No.1 4-11-0 oc bracing:20-21
WEBS 2x4 SP No.3 10-0-0 oc bracing:14-16
WEDGE WEBS 1 Row at midpt 6-19,9-13,10-12
Left:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,21=0-8-0,12=0-4-0
Max Horz 2=319(LC 12)
Max Uplift 2=-89(LC 12),21=-1033(LC 12),12=-684(LC 12)
Max Grav 2=322(LC 17),21=2280(LC 17),12=1665(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-297/310,4-5=-1556/810,5-6=-1372/791,6-7=-2804/1558,7-8=-2852/1629,
8-9=-2822/1618,9-10=-1614/969
BOT CHORD 20-21=-1 944/1164,4-20=-1869/1176,19-20=-321/250,17-19=-1327/2481,
16-17=-1573/2970,8-16=-318/357,12-13=-455/807
WEBS 3-21=-396/362,4-19=-982/1821,5-19=-50/435,6-19=-1437/876,6-17=-221/690,
7-17=-323/357,13-16=-839/1757,9-16=-941/1784,9-13=-1537/979,10-13=-648/1389,
10-12=-1534/913 ,``,���,vL�V �i
NOTES- ♦♦ •••\G E N S'••
1)Unbalanced roof live loads have been considered for this design. ♦♦ •• F•••.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 13-0-0,Exterior(2R) = * •:
13-0-0 to 27-1-11,Interior(1)27-1-11 to 40-4-0,Exterior(2E)40-4-0 to 44-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R`p Q:���,♦♦
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . •••• `�
will fit between the bottom chord and any other members,with BCDL=10.Opsf. I ••G
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 2,1033 lb uplift at .,tO ;,;N A 0%
joint 21 and 684 lb uplift at joint 12.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869
sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063262
2711493 A05 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:13 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-HEJ kl M_be0itg07cLz5lgV9x1 MAc79kG5SSir8zEZne
1-0-Q 4-3-0 8-4-0 , 15-0-0 20 4-0 25-8-0 31-0-0 38 4-0 44-4-0
1-0- 4-3-0 4-1-0
Scale=1:81.0
5x6= 5x6= 2x4 1
6.00 12
3x4= 5x8=
6 27 7 28 8 29 9 10
5x8 i 4x6
3x6 26 11
5
2x4 4 0
ST1.5x8 STP= M
25 3 90
u�
0 16 7x10— 9
0 1 2 4x6= 19 18 30 31 17 32 33 N
0 5x8 3x6= 3x4=
21 15 14 13 12
4x6— ST1.5x8 STP= 3x4 I I 4x8= 3x6
6x8=
15-0-0 23-0-0 31-0-0 38 4-0 44-4-0
8-4-0 6-8-0 8-0-0 8-0-0 7-4-0 6-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-4],[6:0-3-0,0-2-0],[8:0-3-0,0-3-0],[10:0-5-8,0-2-4],[16:0-3-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.25 16-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.46 16-17 >932 180
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.10 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:278 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
5-21:2x6 SP No.2,9-14:2x4 SP No.3 5-1-0 oc bracing:20-21
WEBS 2x4 SP No.3 10-0-0 oc bracing:14-16
WEDGE WEBS 1 Row at midpt 7-19,10-16,10-13
Left:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,12=0-4-0,21=0-8-0
Max Horz 2=319(LC 12)
Max Uplift 2=-115(LC 12),12=-690(LC 12),21=-1001(LC 12)
Max Grav 2=347(LC 17),12=1684(LC 18),21=2306(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-281/34,3-5=-230/252,5-6=-1873/987,6-7=-1639/973,7-8=-2496/1435,
8-9=-2447/1476,9-10=-2434/1483,10-11=-1 307/755,11-12=-1593/942
BOT CHORD 2-21=-225/292,20-21=-1 972/1155,5-20=-1853/1189,17-19=-1166/2333,
16-17=-1328/2587,9-16=-415/439
WEBS 3-21=-388/346,5-19=-873/1761,6-19=-95/543,7-19=-1061/620,7-17=-170/553,
8-17=-223/278,13-16=-557/1083,10-16=-912/1763,10-13=-890/680,11-13=-691/1345
NOTES- `%�, Jv`'........
1)Unbalanced roof live loads have been considered for this design. ♦♦� . G E N S+'•. �0
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ♦♦ •• F ••. ��
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 15-0-0,Exterior(2R) 34869
15-0-0 to 29-1-11,Interior(1)29-1-11 to 38 4-0,Exterior(2E)38-4-0 to 44-2 4 zone;C-C for members and forces&MWFRS for =
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. !c
4)Provide adequate drainage to prevent water ponding. I .
O ;��(/:
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i�'� ' O R Q Q:•'��,♦♦
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �j ......
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 2,690 lb uplift at
joint 12 and 1001 lb uplift at joint 21.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063263
2711493 A06 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:14 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-IQs6Vi?DPigklAipvgcXNih6gmZjsadQK6CFNazEZnd
1-0-p 4-3-0 8-4-0 12-8-0 17-0-0 24-0-0 31-0-0 36-4-0 44-4-0
i-0- 4-3-0 4-1-0 8-0-0
Scale=1:82.0
5x6= 5x8= 2x4 1
5x8=
6.00 12 7 P7 28 8 9 10
3x4 i
6
5x6
2x4
3x6 26Ci 11
5 m
2x4 4 0m
ST1.5x8 SL25
q
0 16 7x10 O
124 5x8= 19 18 29 17 30 N
3x6= 3x8= 2x4 11
21 15 14 13 12
4x6— ST1.5x8 STP= 2x4 I I 3x10= 5x6 11
6x8=
8-4-0 17-0-0 24-0-0 31-0-0 36-4-0 44-4-0
8-4-0 8-8-0 7-0-0 7-0-0 5 4-0 8-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-4],[7:0-3-0,0-2-0],[8:0-4-0,0-3-0],[10:0-5-0,0-2-0],[11:0-3-0,0-1-8],[12:Edge,0-3-8],[16:0-3-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.18 16-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.34 16-17 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.10 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:287 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
5-21:2x6 SP No.2,9-14:2x4 SP No.3 5-0-0 cc bracing:20-21
WEBS 2x4 SP No.3*Except* 10-0-0 cc bracing:14-16
11-12:2x4 SP No.2 WEBS 1 Row at midpt 6-20,8-18,8-16,10-13,11-13
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,12=0-4-0,21=0-8-0
Max Horz 2=-324(LC 10)
Max Uplift 2=-126(LC 12),12=-692(LC 12),21=-987(LC 12)
Max Grav 2=346(LC 23),12=1715(LC 18),21=2337(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-333/66,3-5=-215/269,6-7=-1928/1126,7-8=-1715/1084,8-9=-2119/1360,
9-10=-2101/1349,10-11=-1460/850,11-12=-1584/972
BOT CHORD 2-21=-230/321,20-21=-1 995/1175,5-20=-345/359,18-20=-747/1485,17-18=-1133/2302,
16-17=-1133/2302,9-16=-375/368
WEBS 3-21=-405/348-17=0/382,8�16=-280/136/13-1866-681/1284,010-16—725/1 89,10 13=891/6 3, ,,`ttt11111111///�,,
�N US, ',j��
11-13=-649/1317
GENg•• ��
NOTES- •••�� F•••, �.0
1)Unbalanced roof live loads have been considered for this design. 34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 17-0-0,Exterior(2R)
17-0-0 to 31-1-12,Interior(1)31-1-12 to 36-4-0,Exterior(2E)36-4-0 to 44-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �'fl •c
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .0 44/
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. O R`Q P•`••
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. stS ••••••• •
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �I'//0 N A'1,`���
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 2,692 lb uplift at
joint 12 and 987 lb uplift at joint 21. Julius Lee PE No.34869
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063264
2711493 A07 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:16 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-hp_swNOTxJ4SXUsBO5e?S7nTaaGgKU8inQhMRTzEZnb
-1-0-p 4-3-0 8-4-0 13-2-0 , 19-0-0 25-0-0 31-0-0 34 4-0 39-2-4 44-4-0
1-0- 4-3-0 4-1-0 4-10-0 5-10-0 6-0-0 6-0-0 3-4-0 4-10-4 5-1-12
Scale=1:81.9
6.00 F12 5x6= 3x8= 2x4 11 5x8=
6 29 30 7 8 31 9
5x6 3x4
10
5
4x8 i 4x6
28 11
q E o
2x4� o
ST1.5x8 STP= 3 27 o
9
2 17 7 0
to 1 2 3x6— 21 20 19 32 18 33 0
N
o ,, 4x4= 3x6= 3x8= 2x4 I I
23 16 15 14 34 13 12
4x6— ST1.5x8 STP= 2x4 I I 4x8= 4x4= 3x6 11
6x8—
8 4-0 13-2-0 19-0-0 25-0-0 31-0-0 34 4-0 39-2 4 44 4-0
8-4-0 4-10-0 5-10-0 6-0-0 6-0-0 3-4-0 4-10-4 5-1-12
Plate Offsets(X,Y)-- [2:0-0-0,0-1-4],[5:0-3-0,0-3-0],[6:0-3-0,0-2-0],[9:0-6-0,0-2-8],[17:0-2-0,0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.15 17-18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.27 17-18 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.09 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:318 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
4-23:2x6 SP No.2,8-15:2x4 SP No.3 1 Row at midpt 8-17
WEBS 2x4 SP No.3 5-0-0 oc bracing:22-23
WEDGE 10-0-0 oc bracing:15-17
Left:2x4 SP No.3 WEBS 1 Row at midpt 7-19,7-17,9-14
REACTIONS. (size) 2=0-8-0,12=0-4-0,23=0-8-0
Max Horz 2=-373(LC 10)
Max Uplift 2=-117(LC 12),12=-690(LC 12),23=-999(LC 12)
Max Grav 2=369(LC 18),12=1762(LC 18),23=2372(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-383/115,3-4=-280/316,4-5=-1715/947,5-6=-1927/1197,6-7=-1699/1166,
7-8=-1883/1270,8-9=-1871/1264,9-1 0=-1 534/1012,10-11=-1254/716,11-12=-1683/971
BOT CHORD 2-23=-212/326,22-23=-2028/1221,4-22=-1937/1240,19-21=-794/1658,18-19=-984/2052,
17-18=-984/2052,8-17=-292/306,13-14=-551/1056
WEBS 3-23=-408/352,4-21=-1 008/1871,5-21=-582/493,5-19=-80/282,6-19=-180/563,
1038/501?10-14/354,165%78 11281314843 1431,10-13 6678/590 7 �
79/1610, , L�US'
9-14=-
NOTES- *\G E•N S'•
1)Unbalanced roof live loads have been considered for this design. •• F•••, ��
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 19-0-0,Exterior(2R) * •:
19-0-0 to 33-1-11,Interior(1)33-1-11 to 34-4-0,Exterior(2E)34-4-0 to 44-2-4 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 1J
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 0•'. �(/
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10 11
O R 10Q:•'��,��
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 00 •. •••••
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �I� / •�` %
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 2,690 lb uplift at �.,,�O N
joint 12 and 999 lb uplift at joint 23.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869
sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063265
2711493 A08 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:18 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-dB6dL32jTwlAnnOa8WhTXYsw3NyloUv?FkATWLzEZnZ
--0- 4-5-0 8-4-0 13-2-0 17-1-14 21-0-0 26-8-0 32-4-0 32 -0 40-2-0 44-0-0 48-7-0 53-4-0 5-4 0
1-0- 4-5-0 3-11-0 4-10-0 3-11-14 1- 1-0 5-8-0 5-8-0 0 -0 7-6-0 3-10-0 4-7-0 4-9-0 1-0-
Scale=1:101.8
6.00 12 6x8 2x4 7x8=
3x4 I
6 35 7 36 8 9
7x8 i
7x8
5 10
5x8 i 5x8
2x4 4 34 11 q
ST1.5x8 STP= 33 37 2x4 i
3 12
ST1.5x8 STP=
2 5
14 0
1 3x6= 24 23 22 38 21 39 40 13 I� N
0 3x6= 4x8= 3x6= 3x8= 18 17 0
26 19 _ 3x6=15
4x6= 6x8— ST1.5x8 STP=
3x4 II 4x8 16 4x6=
ST1.5x8 STP=
6x8=
8-4-0 8- 0 13-2-0 21-0-0 26-8-0 32-8-0 3 -80 40-2-0 44-0-044 -0 53-4-0
8-4-0 0--0 4-6-0 7-10-0 5-8-0 6-0-0 1-0- 6-6-0 3-10-0 0--0 9-0-0
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[10:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.15 20-21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.27 20-21 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:398 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
4-26,11-15:2x6 SP No.2,9-18:2x4 SP No.3 1 Row at midpt 9-20
WEBS 2x4 SP No.3 4-11-0 oc bracing:15-16
5-0-0 oc bracing:25-26
10-0-0 oc bracing:18-20
WEBS 1 Row at midpt 7-21,8-20
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=-533(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-284(LC 12),15=-906(LC 12),
13=-241(LC 12),26=-817(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=450(LC 18),15=2368(LC
18),13=430(LC 18),26=2413(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-571/384,3-4=-497/494,4-5=-1770/1105,5-6=-1875/1219,6-7=-1779/1258,
7-8=-1779/1258,8-9=-1927/1321,9-1 0=-1 925/1166,10-11=-1299/794,11-12=-24/254,
12-13=-277/276
BOTCHORD 2-26=-190/365,25-26=-2074/1006,4-25=-2003/1021,22-24=-618/1791,21-22=-447/1813,
20-21=-392/1604,9-20=-311/345,16-17=-249/293,15-16=-2006/1100, %%%%`�`�US �F,,I��
11-16=-1931/1108 ��
WEBS 3-26=-428/313,4-24=-818/1982,5-24=-541/420,6-22=-23/274,6-21=-1 68/379, G E N g'•.
7-21=-356/363,8-21=-261/503,8-20=-229/449,17-20=-318/1009,10-20=-155/754, ��� •'•�� F ��
10-17=-1005/620,11-17=-764/1622,12-15=-461/366 N 34869
_� •
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 9
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 21-0-0,Exterior(2E)
21-0-0 to 32-4-0,Exterior(2R)32-4-0 to 46-5-11,Interior(1)46-5-11 to 54-4-0 zone;C-C for members and forces&MWFRS for •• ��(/
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .000 i�'� ' Q Q;• �����
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �j� R ?
•to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. �I�,,O N
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
811111111
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 Julius Lee PE No.34869
will fit between the bottom chord and any other members,with BCDL=10.Opsf. MiTek USA,Inc.FL Cert 6634
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 284 lb uplift at joint 2,906 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 15,241 lb uplift at joint 13 and 817 lb uplift at joint 26. Date:
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum May 25,2021
sheetrock be applied directly to the bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063266
2711493 A09 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:19 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-50g?YP3M EET1 Oxbmi ECi4mO5sn I BXwx9UOvO2nzEZnY
-�-0 0 4-5-0 , 8 4-0 13-2-0 , 20-1 1-3 , 26-8-0 , 32 4-13 , 40-2-0 , 44-0-0 48-7-0 , 53-4-0 5A-4i0
1-0- 4-5-0 3-11-0 4-10-0 7-9-3 5-8-13 5-8-13 7-9-3 3-10-0 4-9-0 1-0-
Scale=1:97.4
6.00 12 6x8 4x4= 6x8=
6 35 7 36 8
7x8
7x8
5 9
5x8 5" 5x8
4 34 10 q
2x4 33 37 2x4 i
3 11
ST1.5x8 STP=
4
12 3x6= 23 22 21 38 20 39 — 1312 Im N
25 3x6= 4x8= 3x8= 3x6= 1817 16 d
26 4x8= 3x6=14
6x8
4x4 115 4x6=
=
4x6= ST1.5x8 STP=
6x8
8-4-0 8- 0 t3-2-0 20-11-3 26-8-0 32-4-13 32 -0 40-2-0 44-0-044 -0 53-4-0
8 4-0 0-4-0 4-6-0 7-9-3 5-8-13 5-8-13 0- -3 7-6-0 3-10-0 0-4-0 9-0-0
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[9:0-4-0,0-4-8],[17:0-2-0,0-0-0],[19:0-6-0,0-4-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.11 21-23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.24 21-23 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.65 Horz(CT) 0.05 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:389 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(5-5-7 max.):6-8.
4-26,10-14:2x6 SP No.2,8-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 1 Row at midpt 8-19
5-0-0 oc bracing:24-26,14-15
10-0-0 oc bracing:17-19
WEBS 1 Row at midpt 7-21,7-20
REACTIONS. All bearings 8-8-0 except Qt=length)14=0-8-0,12=0-8-0,25=0-3-8.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-274(LC 12),14=-901(LC 12),
12=-246(LC 12),26=-893(LC 12),25=-504(LC 18)
Max Grav All reactions 250 lb or less at joint(s)25 except 2=402(LC 18),14=2357(LC
18),12=435(LC 18),26=2900(LC 17),2=313(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-479/352,3-4=-441/520,4-5=-1731/1094,5-6=-1861/1218,6-7=-1629/1217,
7-8=-1780/1262,8-9=-1933/1179,9-1 0=-1 316/807,11-12=-288/289
BOT CHORD 2-26=-162/298,24-26=-2105/1024,4-24=-2032/1039,21-23=-607/1762,20-21=-494/1883,
19-20=-417/1660,8-19=-0/265,15-16=-252/286,14-15=-1993/1090,10-15=-1931/1094 `�I111111/I�,
WEBS 7-20=-231/270,8-20=-233/409,16-19=376/948,9-19=-1111/727,9-16=980/655, ,,,r,��,,3`jUS C��,�I�I
10-16=-791/1660,11-14=-466/372 �� '•G E N g'•. �i�
NOTES- • N 34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for >7
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 411
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. .0i�'�� O R Q Q:• ,���
4)Provide adequate drainage to prevent water ponding. �� •••• `�?,�
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �•,,�0 N A�
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 274 lb uplift at joint 2,901 lb uplift at Julius Lee PE No.34869
joint 14,246 lb uplift at joint 12,893 lb uplift at joint 26,504 lb uplift at joint 25 and 274 lb uplift at joint 2. MiTek USA,Inc.FL Cert 6634
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063267
2711493 A10 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:21 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-2molz54cmrjleFl9peEA9BUQJb_X?mRSxi077gzEZnW
--0- 7-1-1 13-2-0 20-11-3 26-11-0 32-4-13 40-2-0 44-0-0 48-7-0 53-4-0 5 -4 0
1-0- 7-1-1 6-0-15 7-9-3 5-11-13 5-5-133-10-0 4-7-0 4-9-0 1-0-
Scale=1:101.0
6.00 12 6x8 3x4 11 6x8=
5 33 6 34 7
7x8
7x8
4 8
ci 5x8
4x4 i 32 9 O
0
3 35 2x4
ST1.5x8 STP= 10 ST1.5x8 STP=
2 19
11 0
0
ccI 1 37 12 Irmo N
0 25 24 23 36 22 21 20 17 16 4x4 5x85 5x8= 14—13 4x6= d
4x6= 2x4 11 4x4= 5x6= 4x12= 3x4 I
7x10—_ 7x10= ST1.5x8 STP=
7x8
7-1-1 13-2-0 20-11-3 26-11-0 27-11 0 32-4-13 32 -0 40-2-0 44-0-044 -0 53-4-0
7-1-1 6-0-15 7-9-3 5-11-13 1-0- 4-5-13 0--3 7-6-0 3-10-0 0 -0 9-0-0
Plate Offsets(X,Y)-- [4:0-4-0,0-4-8],[5:0-5-4,0-3-0],[8:0-4-0,0-4-8],[13:0-4-0,0-4-12],[16:0-2-0,0-0-0],[18:0-6-12,0-4-0],[19:0-4-12,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.18 22-24 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.32 22-24 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.11 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:446 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(4-6-12 max.):5-7.
6-21,7-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 1 Row at midpt 6-19,7-18
4-0-0 oc bracing:13-14
10-0-0 cc bracing:19-21,16-18
WEBS 1 Row at midpt 4-22,5-22
REACTIONS. (size) 2=0-8-0,13=0-8-0,11=0-8-0
Max Horz 2=-531(LC 10)
Max Uplift 2=-934(LC 12),13=-1133(LC 12),11=-171(LC 12)
Max Grav 2=2236(LC 17),13=2866(LC 18),11=274(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4081/2079,3-4=-3453/1894,4-5=-2538/1570,5-6=-2529/1602,6-7=-2534/1602,
7-8=-2373/1399,8-9=-1340/808,9-10=-211/702,10-11=-97/467
BOT CHORD 2-25=-1701/3963,24-25=-1701/3963,22-24=-1330/3320,6-19=-332/334,
18-19=-616/2206,14-15=-615/504,13-14=-2513/1388,9-14=-2391/1354,11-13=-307/128
WEBS 3-24=-742/486,4-24=-156/672,4-22=-1204/748,19-22=-772/2495,5-19=-208/685,
134465/38115-18=-346/986,8-18=-341/1245,8-15=-1364/859,9-15=-1053/2168,
10-
NOTES- ♦♦� .••�GENs+•• �ii
1)Unbalanced roof live loads have been considered for this design. : •• F•••, ��
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 'fl •c
to the use of this truss component. 0
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i ••'C� O R`Q Q;••��,♦♦
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 s•'•..
will fit between the bottom chord and any other members,with BCDL=10.Opsf. ts/ •�` ��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 934 lb uplift at joint 2,1133 lb uplift at /O N A;
joint 13 and 171 lb uplift at joint 11.
811111
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869
sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063268
2711493 All Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:23 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-_9vWOn6slTzStYuXx3GeEcZmJOfyTimkOOtEBZzEZnU
--0- 2-9-0 6-8-3 10-9-0 12-11-0 16-11-2 20-11-3 27-11-0 32-4-13 40-2-0 44-0-0 48-7-0 53-4-0 5-4
-0- 2-9-0 3-11-3 4-0-13 2-2-0 4-0-2 4-0-2 6-11-13 4-5-13 7-9-3 3-10-0 4-7-0 4-9-0 -0-
Scale=1:101.0
6x8= 3x4 11 6x8=
6.00 12 6 34 7 35 8
4x4
5 7x8
2x4
4 9
7x8 i 5x6
ci 0
33 10 0
ST1.5x8 STP= 3 36 2x4 i
11
ST1.5x8 STP=
2 0
0
41 39 1312 Ico N
0 26 25 37 24 38 23 22 21 18 17 16 3x4—
4x4 4x8= 15 14 4x6= d
4x6= 2x4 11 6x8= 3x8 3x8= 3x4 11
5x12— 5xl2= ST1.5x8 STP=
6x8=
2-9-0 12-11-0
2-5-0 6-8-3 10-9-0 11r1-0 20-11-3 26-11-0 27�-11r1) 32-4-13 32zz$-0 40-2-0 44A-0 44r4-0 53-4-0
2-5-0 3-11-3 4-0-13 Oh 0 8-0-3 5-11-13 -0- 4-5-13 0-3 3 7-6-0 3-10-0 0- 0
0-4-0 1-10-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[9:0-4-0,0-4-8],[14:0-3-8,0-3-0],[17:0-2-0,0-0-0],[19:0-6-4,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.17 23-25 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.11 14-32 >931 180
BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:410 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(6-0-0 max.):6-8.
7-22,8-17,10-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 1 Row at midpt 7-20
4-0-0 oc bracing:14-15
10-0-0 oc bracing:20-22,17-19
WEBS 1 Row at midpt 5-25,6-23,8-20
REACTIONS. All bearings 0-8-0 except Ot=length)25=0-4-0.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-269(LC 12),14=-71l(LC 12),
12=-290(LC 12),25=-968(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=439(LC 17),14=1980(LC
18),12=540(LC 18),25=2615(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-450/250,3-4=-175/622,4-5=-107/531,5-6=-924/761,6-7=-1301/942,
7-8=-1306/940,8-9=-1578/942,9-10=-1236/735,11-12=-511/414
BOT CHORD 2-26=-202/518,25-26=-204/516,23-25=-40/488,7-20=-365/375,19-20=-202/1270,
8-19=-5/331,14-15=-1614/857,10-15=-1557/860,12-14=-207/437 `�I111111/I�,
WEBS 20 23—3/88746 205-385/953,16-19=-307/859,9 193-30 42/409 6�711 49088 ,, ,3`jus C�F,,I�I
10-16=-547/1261,11-14=-481/382 �� '•G E N g'•. 0
NOTES- • N 34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=l6ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for >7
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 411
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. .0i�'�� O R Q Q:• ,���
4)Provide adequate drainage to prevent water ponding. �� •••• `�?,�
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �•,,�0 N A�1�����
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 2,711 lb uplift at Julius Lee PE No.34869
joint 14,290 lb uplift at joint 12 and 968 lb uplift at joint 25. MiTek USA,Inc.FL Cert 6634
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063269
2711493 Al2 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:24 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-SLTuc67U3m5JViTkUnotnp6x5o?LC7Budgdnj?zEZnT
--0- 2-9-0 6-8-13 10-9-0 12-11-0 16-11-2 20-11-3 26-8-0 32-4-13 35-3-0 40-2-0 44-11-0 45 -048-8-4 52-9-0
-0- 2-9-0 3-11-13 4-0-3 2-2-0 4-0-2 4-0-2 5-8-13 5-8-13 2-10-3 4-11-0 4-9-0 0-4-0 3-5-4 4-0-12
Scale:1/8"=l'
6x8= 2x4 11 7x8=
6.00 12 6 36 7 37 8 3x4 11
4x4 Jt7x8
5
2x4 11
q
7x8 i 38 5x6 0
35 q
11
3 39 4x4
12
ST1.5x8 STP=
12 �0
0
27 40 25 41 42 20
28 26 24 23 22 21 4x4- 16 15 14 4x6-
4x6= 2x4 11 4x6 7x10= 4x4= 4x8= 4x4= 3x4 11 4x8=
4x4
4x6= 7x10= 7x10=
12-11-0 35-3-0
2-5-02t0 6-8-13 10-9-0 11r1-0 20-11-3 26-8-0 32-4-13 34-11-0 40-2-0 44-11-0 45r&0 48-8-4 52-9-0
2-5-00-$t0 3-11-13 4-0-3 0-110 8-0-3 5-8-13 5-8-13 2-6-30- 0 4-11-0 4-9-0 0- 0 4-0-12
1-10-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-8],[10:0-4-0,0-4-8],[13:0-0-0,0-0-14],[14:0-3-8,0-2-0],[15:0-2-0,0-0-0],[17:0-7-0,0-6-0],[19:0-4-4,0-3-8],
[26:0-5-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.19 18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.30 18-19 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.12 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:473 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(6-0-0 max.):6-8.
9-21,11-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 9-19
4-26:2x6 SP No.2 10-0-0 oc bracing:19-21,15-17
WEDGE WEBS 1 Row at midpt 6-24,6-23,7-23,8-23,8-22,8-19,10-19
Right:2x4 SP No.3 2 Rows at 1/3 pts 5-26
REACTIONS. (size) 2=0-8-0,13=Mechanical,26=0-4-0
Max Horz 2=515(LC 11)
Max Uplift 2=-117(LC 12),13=-703(LC 12),26=-1325(LC 12)
Max Grav 2=285(LC 21),13=1882(LC 18),26=3245(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-239/517,3-4=-483/1128,4-5=-259/1026,5-6=-903/729,6-7=-1343/1029,
7-8=-1343/1029,8-9=-2324/1508,9-10=-2366/1382,10-11=-3182/1682,
11-1 2=-4422/2200,12-13=-3145/1516
BOT CHORD 2-28=-644/322,26-28=-647/320,24-26=-216/316,23-24=-61/840,22-23=-463/1464,
9-19=-213/276,18-19=-1177/2714,17-18=-1809/3914,11-17=-357/969,14-15=-149/292, �� �L�US
13-14=-1254/2696 F
�j
WEBS 3-28=0/255,3-26=-827/552,4-26=-427/465,5-26=-2355/1222,5-24=-547/1392, ,�� • G E•N S+' •
6-24=-913/572,6-23=-685/1236,7-23=-367/401,8-23=-693/325,8-22=-332/181, •••� F ••, ��
19-22=-390/1435,8-19=-885/1700,10-19=-1174/697,14-17=-1185/2579, 34869
12-17=-572/1255,12-14=-1074/602,10-18=-247/771,11-18=-1381/753 * •:
NOTES-
1)Unbalanced roof live loads have been considered for this design. 1J
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 4%
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) 0 '. 4/1%'*
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 52-9-0 zone;C-C for members and forces&MWFRS for %'� O R`Q P,••��,��
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �j .G-`�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� /O N ��,,,
to the use of this truss component. I,.ONAL``11j1���
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Refer to girder(s)for truss to truss connections. Date:
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 2,703 lb uplift at May 25,2021
CorJtlitlte 6W0a'F 2 lb uplift at joint 26.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063269
2711493 Al2 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:24 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-SLTuc67U3m5JViTkUnotnp6x5o?LC7Budgdnj?zEZnT
NOTES-
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the
bottom chord.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063270
2711493 A13 PIGGYBACK BASE GIRDE 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:27 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-sw9OE89NLhTuMACJAvLaOSkSnO?9PXOKJerRKKzEZnQ
--0 2-9-0 6-8-13 10-9-0 2-11- 16-11-2 20-11-3 26-8-0 32-4-13 35-31 40-2-0 44-11-0 49-8-0 55-0-0 58-8-0
1-0- 2-9-0 3-11-13 4A-3 2-2-0 40.2 4-0-2 5-8-13 5-8-13 2-10-3 4-11-0 4-9-0 4-9-0 5-0A 3-8A 1-0-
Scale=1:115.6
6x8= 2x4 11 6x8= 3x4 11
6.00 12 6 40 7 8 9
4x4
2x4 11 5 7x8
4 10
7x8 i 5x6CT
0
CT 11 q
ST1.5x8 STP= 3 6x8=4x4=6x8=
12 13 ST1.5x8 STP=
2
0 1 16 15 ro o
4 2 r,IC)
0 33 32 31 30 29 41 42 28 43 27 26 25 23 4x4— 21 20 19 18 17 d
4x6— 2x4 11 3x8 7x10= 3x6= 4x8= 3x4 11 4x4 7x8= 2x4 4x6=
3x8= 3x6= 7x10= 7x10— 4x4=
2-9-0 12-11-0 35-3-0
2 - 0111-0 161122 20-112 3 256-88-10 5-8-13 34-113 0 40-2-0 444-1100 45$-00
- h 50 3-11-13 0 4-0- 4-0- 3 26- 4_1. 9- 0-h2-- 55A-0 58-8-0
0-4-0 1-10-0 0-4-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[8:0-5-4,0-2-12],[10:0-4-0,0-4-8],[14:0-5-4,0-3-0],[19:0-2-12,0-3-4],[20:0-2-0,0-0-0],[22:0-6-0,0-4-0],[24:0-4-8,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.34 21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.49 21 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.09 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:987 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except
9-26,11-20:2x4 SP No.3,22-24,15-21:2x6 SP No.2 2-0-0 oc purlins(5-3-9 max.):6-8,12-14.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
4-31,19-22:2x6 SP No.2 6-0-0 oc bracing:2-33,31-33,30-31
9-0-4 oc bracing:18-19.
1 Row at midpt 9-24
10-0-0 oc bracing:24-26,20-22
WEBS 1 Row at midpt 6-30,5-31
REACTIONS. (size) 2=0-8-0,15=0-8-0,31=0-4-0
Max Horz 2=-531(LC 6)
Max Uplift 2=-794(LC 20),15=-1314(LC 8),31=-1939(LC 8)
Max Grav 2=227(LC 8),15=281O(LC 30),31=4488(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-897/2101,3-4=-1098/2718,4-5=-928/2699,5-6=-90/867,6-7=-1239/793,
7-8=-1239/793,8-9=-2733/1352,9-10=-2774/1245,10-1 1=-4486/1863,11-12=-7485/3073,
12-13=-8754/3766,13-14=-7267/3278,14-15=-5472/2472
BOT CHORD 2-33=-2141/927,31-33=-2144/926,30-31=-977/677,28-30=-252/536,27-28=-317/1579, ,``%J11111111111'
23-24=-1301/3858,22-23=-2554/6667,20-22=-41/259,11-22=-1018/2632, ♦ N3`SUS �F .'
19-20=-318/786,18-19=-3121/7223,17-18=-2076/4831,15-17=-2081/4823 ♦♦ �j
WEBS 3-33=0/294,3-31=-940/454,4-31=-387/332,6-30=-2578/1015,6-28=-780/2102, `♦♦ ••'\G E N
7-28=-388/326,8-28=-1298/534,8-27=-504/145,24-27=-283/1591,8-24=-1048/2674, �%b •• 41
10-24=-2302/1029,19-22=-3573/8591,12-22=-2606/1296,12-19=-2986/1272,
13-19=-1041/2227,13-18=-1358/742,14-18=-1404/3213,5-30=-842/2745, No 34869
5-31=-4059/1559,10-23=-704/1975,11-23=-3248/1450
NOTES4
-
1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: O
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. •'• Q;� ♦�
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. < 0 R, •• ` ♦♦
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 N A�-��.�`,
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I�11/1111111��`
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; Julius Lee PE No.34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 MiTek USA,Inc.FL Cert 6634
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 6904 Parke East Blvd.Tampa FL 33610
to the use of this truss component. Date:
6)Provide adequate drainage to prevent water ponding. May 25,2021
tydnTh ie6ti n pag&een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063270
2711493 A13 PIGGYBACK BASE GIRDE 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:27 2021 Page 2
IDA GUe3uOMODF17dF2MaL?wAz22s2-sw9OE89NLhTuMACJAvLaOSkSnO?9PXOKJerRKKzEZnQ
NOTES-
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,with BCDL=I O.Opsf.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 794 lb uplift at joint 2,1314 lb uplift at joint 15 and 1939 lb uplift at joint 31.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)183 lb down and 306 lb up at 55-0-0 on top chord,and 908 lb down
and 490 lb up at 52-10-8,and 74 lb down at 54-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-60,6-8=-60,8-12=-60,12-14=-60,14-16=-60,26-34=-20,25-26=-20,22-24=-20,20-21=-20,20-37=-20
Concentrated Loads(lb)
Vert:14=-86(F)17=-68(F)18=-855(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063271
2711493 A14 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:29 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-pJGnfgAdtJjcbTMhH KN2UtplXph2tNCdnyKYPCzEZnO
47-8-0
1-0 0 2-9-0 6-8-13 10-9-0 12-1101 16-11-2 20-11-3 2%8-0 32d-13 1 35-3-0 1 40-2-0 44-11-0 45r3-0 53-0-0 58-8-0 58-8 0
}-O-D 2-9-0 3-11-13 4-0-3 2-2-0 4-0-2 4-0-2 5-8-13 5-8-13 2-10-3 4-11-0 4-9-0 0--0 5-4-0 5-8-0 1-0-
2-5-0
Scale=1:115.6
6x8= 4x8= 7x8=
3x4 11
6.00 12 6 39 40 7 41 8 9
5x6 i
5 10x12
2x4 11
V
10
cT 7x8 i 38 42 3x4 O
37 11 6x8= 6x8= q
3 12
2 1 ST1.5x8 STP=
1 15 14 ro o
2 2 T6I4
0 31 30 29 44 28 27 45 26 46 25 24 23 2x4 11 19 1817 16
ST1.5x8 STP= 3x6 11 6x8 6x8= 3x6 11 4x8=3x6 11 4x4= 4x6=
5x8= 10x12= 4x6=
6x8= 7x10=
6x8=
8xl2=
2-9-0 12-11-0 35-3-0 47-8-0
2-5-0 68-3 0-9-0 111-00 20
1 8113 3 268-0 5-8-13 34-113 0 40-2-0 44-1100 453-00
2-5-0 3-1-13 4-0-3 h -0- -13 2-6- 4-1-0 4-9- -h 53-0-0 58-8-0
5d-0 5-8-0
0-4-0 1-10-0 0-4-0 2-5-0
Plate Offsets(X,Y)-- [2:0-0-12,Edge],[3:0-4-0,0-4-8],[12:0-5-4,0-3-8],[17:0-3-8,0-3-0],[18:0-0-0,0-2-0],[20:0-3-12,0-4-8],[22:0-3-12,0-3-8],[29:0-6-0,0-6-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.44 19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.65 19 >843 180
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.14 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:544 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-11-9 max.):6-8,12-13.
2-30,23-28,28-30:2x8 SP 240OF 2.OE,9-24:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 9-22
4-29,17-20:2x6 SP No.2,5-29:2x4 SP No.1 6-0-0 oc bracing:22-24
10-0-0 oc bracing:18-20
WEBS 1 Row at midpt 5-27,6-27,7-25,8-25,8-22,10-22,12-16,
10-20
2 Rows at 1/3 pts 5-29,7-27
REACTIONS. (size) 2=0-8-0,14=0-8-0,29=0-4-0
Max Horz 2=-531(LC 10)
Max Uplift 2=-751(LC 24),14=-824(LC 12),29=-1833(LC 12)
Max Grav 2=198(LC 12),14=1974(LC 18),29=4305(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1261/2237,3-4=-1471/2718,4-5=-1231/2705,5-6=-333/454,6-7=-270/488,
7-8=-1607/1294,8-9=-2353/1713,9-10=-2403/1559,10-11=-6069/3329,
11-1 2=-5962/3187,12-13=-3296/1872,13-14=-3625/1970
BOTCHORD 2-31=-2291/1310,29-31=-2294/1310,27-29=-1 073/869,26-27=-1 93/1050,
56-17 -251/503,14-16 011571/31682--1572/3296,20-21=-1572/3293, ,�`%,� ��-SUS �
1718=-467/837,
WEBS 3-31=0/250,3-29=-785/525,4-29=-453/514,5-29=-3731/2100,5-27=-1105/2260, G E N g'•.
7-27=-1826/1106,7-25=-661/1277,8-25=-1176/653,22-25=-303/1313,8-22=-1177/2027, ��� •'•�� F ��
10-22=-1963/1155,17-20=-2284/4668,12-17=-1921/1072,12-16=-2064/1091, N 34869
13-16=-513/1255,10-21=-3/353,10-20=-1598/2968
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) O••• ��(/
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 53-0-0,Exterior(2E)53-0-0 of ' Q
#- •. • p R , ' �.
to 59-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ..........
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific � O N AL``,�`,,
to the use of this truss component. I���111",�0
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 751 lb uplift at joint 2,824 lb uplift at Date:
joint 14 and 1833 lb uplift at joint 29. May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063271
2711493 A14 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:29 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-pJGnfgAdtJjcbTMhH KN2UtplXph2tNCdnyKYPCzEZnO
NOTES-
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the
bottom chord.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063272
2711493 A15 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:31 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-IhOX4WCtPwzKrnW4PIQWZHu5UdQfLHNwEGpfT5zEZnM
--0 2-9-0 6-9-0 10-9-0 2-11- 16-11-2 20-11-3 26-8-0 32-4-13 35-3-0 40-2-0 44-11-0 4-8 0 51-0-0 58-8-0 5-(Boo
1-0- 2-9-0 4-0-0 4-0-0 2-2-0 4-0-2 4-0-2 5-8-13 5-8-13 2-10-3 4-11-0 4-9-0 0-9-0 5-4-0 7-8-0 1-0-
Scale=1:113.3
6x8= 2x4 7x10=
3x4
6.00 12 6 37 38 7 39 8 9
5x6
2x4 I I 5 6x8
4 10
7x8 i 36 40 6x8= 7x10= o
cT 35 CT 11 6
M
3
2 ST1.5x8 STP=
m 1 14 13 0 0
14 0 1 1(?I9
o 29 28 27 42 26 25 43 24 44 23 22 21 19
2x4 11 1716 15 b
ST1.5x8 STP= 3x6 11 6x8 10x12= 5x6= 5x8= 3x6 16x8= 4x6=
5x8= 2x4 I I
6x8= 4x6= 802=
7x10=
2-9-0 12-11-0 35-3-0
2-5- 6--9- -09-0 11h 00 280-113 3 26-80 5-8-13 34216-13 400 444-91-10-0 S
53 41-
2-5 -0- -- 0
0 - - 51-0-0 58-8-0
Ot9- 5-4-0 7-8-0
0-4-0 1-10-0 0-4-0
Plate Offsets(X,Y)-- [2:0-0-12,Edge],[3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-6-0,0-3-8],[10:0-3-9,0-2-12],[11:0-4-0,0-3-12],[12:0-6-12,0-3-8],[15:0-3-8,0-3-0],[18:0-3-12,0-4-0],
[20:0-3-12,0-3-8],[27:0-6-0,0-6-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.45 17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.66 17 >830 180
BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.13 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:545 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x8 SP 240OF 2.0E*Except* 2-0-0 oc purlins(2-11-15 max.):6-8,11-12.
9-22:2x4 SP No.3,18-20,13-17:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 9-20
4-27,11-16,15-18:2x6 SP No.2,5-27:2x4 SP No.1 6-0-0 oc bracing:20-22
10-18:2x4 SP No.2 WEBS 1 Row at midpt 5-25,6-25,6-24,7-24,8-24,8-23,8-20,
10-20,10-18
2 Rows at 1/3 pts 5-27
REACTIONS. (size) 2=0-8-0,13=0-8-0,27=0-4-0
Max Horz 2=-531(LC 10)
Max Uplift 2=-669(LC 24),13=-832(LC 12),27=-1786(LC 12)
Max Grav 2=161(LC 12),13=2012(LC 18),27=4224(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1182/2012,3-4=-1397/2499,4-5=-1147/2497,5-6=-425/519,6-7=-1067/1018,
7-8=-1067/1018,8-9=-2431/1759,9-10=-2493/1622,10-11=-6398/3574,
11-1 2=-5546/3052,12-13=-3555/1949
BOT CHORD 2-29=-2089/1224,27-29=-2092/1223,25-27=-924/804,24-25=-218/446,23-24=-489/1519, ,``%J11111'1II1III
9-20=-159/304,19-20=-1591/3322,18-19=-1592/3321,15-16=-224/466, � SUS �F I'0�
13-15=-1512/3085
WEBS 3-29=0/254,3-27=-792/531,4-27=-439/505,5-27=-3625/2076,5-25=-1068/2167, `�� ••'�G EN S 'ice
6-25=-1596/1022,6-24=-1057/1737,7-24=-369/477,8-24=-1283/682,20-23=-378/1410, •• F ' �o
8-20=-1203/2093,11-18=-2991/1838,15-18=-1302/2659,12-15=-247/286, NO 34869
12-18=-1426/2714,10-20=-1931/1153,10-19=0/276,10-18=-1900/3287
NOTES-
1)Unbalanced roof live loads have been considered for this design. cc
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 51-0-0,Exterior(2E)51-0-0 �� (� O Q Q;••\�,,�
to 59-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `'s•'•. •R G•`�,,�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 'fI SRO
to the use of this truss component. II��11111j1���
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 669 lb uplift at joint 2,832 lb uplift at Date:
joint 13 and 1786 lb uplift at joint 27. May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063272
2711493 A15 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:31 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-IhOX4WCtPwzKrnW4PIQWZHu5UdQfLHNwEGpfT5zEZnM
NOTES-
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the
bottom chord.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063273
2711493 A16 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:33 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-h4WIUBE8xXE245fSWAS_ei_T4Q1XpBeDialmYuEZnK
--0 2-9-0 6-8-13 10-9-0 2-11- 16-11-2 20-11-3 26-8-0 32-4-13 35-3-0 40-2-0 44-8-12 50-0-6 54-3-6 58-8-0
1-0- 2-9-0 3-11-13 4-0-3 2-2-0 4-0-2 4-0-2 5-8-13 5-8-13 2-10-3 4-11-0 4-6-12 5-4-0 4-2-10 4-4-10 1-0-
Scale=1:113.3
6x8= 2x4 7x10=
3x4
6.00 12 6 39 40 7 41 8 9
5x6
5
2x4 II 4x6 3x4 II
4 10
7x8 i 38 42 7x8= 6x8CT =
CT 37 11 12 2x4 00
3 ST1.5x8 STP=
14
2
ro 1 16 15 0 0
14 2 1(?I9
0 31 30 29 44 28 27 45 26 46 25 24 23 21 4x4- 19 18 17 b
ST1.5x8 STP= 3x6 11 6x8 10x12= 5x6= 5x8= 3x6 11 4x12= 5x6=
5x8= 4x4
6x8= 4x6= 10x12 =
7x10=
2-9-0 12-11-0 35-3-0
25-0 11 6-8-13 0-09-0 1O1h 00 2081133 2680 3421130 40 44-1100 41-10-1 0 4-1-12--0 3-11-13 4--3 - -13 4--1-
2- 49-
0-4-0 588--78--40 1-10-0 0-4-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-6-0,0-3-8],[13:0-5-12,0-3-0],[15:0-1-4,Edge],[18..0-2-0,0-0-0],[22:0-3-8,0-3-8],[29:0-6-0,0-6-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.36 19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.55 19 >996 180
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.15 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:546 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x8 SP 240OF 2.0E*Except* 2-0-0 oc purlins(3-2-12 max.):6-8,11-13.
9-24,12-18:2x4 SP No.3,20-22,15-19:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 9-22
4-29:2x6 SP No.2,5-29:2x4 SP No.2 6-0-0 oc bracing:22-24
10-0-0 oc bracing:18-20
WEBS 1 Row at midpt 5-27,6-27,6-26,7-26,8-26,8-25,8-22,
10-22,11-21
2 Rows at 1/3 pts 5-29
REACTIONS. (size) 2=0-8-0,15=0-8-0,29=0-4-0
Max Horz 2=-531(LC 10)
Max Uplift 2=-485(LC 24),15=-854(LC 12),29=-1671(LC 12)
Max Grav 2=84(LC 8),15=2083(LC 18),29=4007(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-919/1548,3-4=-1129/2029,4-5=-878/2024,5-6=-583/651,6-7=-1250/1121,
7-8=-1250/1121,8-9=-2631/1873,9-10=-2681/1728,10-11=-4036/2333,
11-1 2=-5070/2818,12-13=-5029/2804,13-14=-3548/1975,14-15=-3852/2165
BOTCHORD 2-31=-1676/997,29-31=-1678/997,27-29=-633/647,26-27=-101/626,25-26=-570/1655,
9-22=-191/325,21-22=-1679/3492,20-21=-2611/5211,17-18=-244/392, `JUS '0�
15-17=-1764/3400
WEBS 3-31=0/250,3-29=-783/526,4-29=-447/511,5-29=-3321/1905,5-27=-968/1988, ,�� �G E N g'•. 'ice
6-27=-1440/935,6-26=-1022/1672,7-26=-367/476,8-26=-1223/649,22-25=-467/1548, �� •• F '
8-22=-1254/2184,10-22=-1928/1147,10-21=-696/1547,11-21=-2138/1258, NO 34869 ••
17-20=-1250/2754,13-20=-1284/2455,13-17=-360/290,14-17=-364/346,11-20=-643/479
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 50-0-12,Exterior(2E) '��'• Q Q;•'����
50-0-12 to 59-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 R
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 'fo'
to the use of this truss component. I�
4)Provide adequate drainage to prevent water ponding. 18111110"�
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 485 lb uplift at joint 2,854 lb uplift at Date:
joint 15 and 1671 lb uplift at joint 29. May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063273
2711493 A16 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:33 2021 Page 2
ID:1 GUe3u0MODF17dF2MaL?wAz22s2-h4WIUBE8xXE245fSWAS_ei_T4Q1XpBeDialmYZZEZnK
NOTES-
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the
bottom chord.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063274
2711493 A17 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:35 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-dTe2vtFOT9UIJOprebUSj73ofEjDH5BV9unscszEZnl
6-8-13
6-2-3 2 204-0.13 32-4-13 32-513--03 2-0 282 A2 -14-Oi 38---2 53231-6 8-8
4- 58-13 0 1 4 4 5-0--0
4-1 2 --2 10112 0
Scale=1:113.1
6x8= 2x4 11 7x10=
3x4 11
6.00 12 6 38 39 7 40 8 9
5x6 i
2x4 5 4x6 3x4 11
4 10 6x8= 6x8=
7x8� 37 11 4112
42 0
36 4x4� 9
3 14
2 ST1.5x8 STP=
4 1 2 2 15 Im l�
0EY
30 29 43 44 28 27 26 45 46 25 24 23 47 48 21 18 17 16
ST1.5x8 STP= 5x6= 19 4x6=
3x6 10x12= 5x6= 5x8= 3x4 10x12-_ 2x4 11
5x8= 4x6= 4x4= 7x10= 3x4
5x12=
35-3-0 45-3-0
6-8-13 12-11-0 20-11-3 26-8-0 32-4-13 34-11-0 42-8-12 p4-11-0 48-0-12 53-3-6 58-8-0
6-8-13 6-2-3 8-0-3 5-8-13 5-8-13 2-6-3 7-5-12 2-2-4 2-9-12 5-2-10 5-4-10
04-0 0-4-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-6-0,0-3-8],[11:0-5-4,0-3-121,[13:0-5-4,0-3-0],[22:0-3-8,0-3-8],[29:0-4-12,0-5-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.33 21-22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.55 21-22 >987 180
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.16 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:523 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-6-9 max.):6-8,11-13.
2-29:2x8 SP 240OF 2.OE,9-24,12-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
15-19:2x4 SP No.2 1 Row at midpt 9-22
WEBS 2x4 SP No.3*Except* 10-0-0 cc bracing:22-24,18-20
4-29:2x6 SP No.2,5-29:2x4 SP No.2 WEBS 1 Row at midpt 5-28,6-28,6-26,7-26,8-26,8-25,8-22,
10-22
2 Rows at 1/3 pts 5-29
REACTIONS. (size) 15=0-8-0,2=0-8-0,29=0-4-0
Max Horz 2=523(LC 11)
Max Uplift 15=-775(LC 12),2=-435(LC 24),29=-1647(LC 12)
Max Grav 15=2027(LC 18),2=77(LC 21),29=3977(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-856/1396,3-4=-1074/1942,4-5=-844/1892,5-6=-578/668,6-7=-1260/1159,
7-8=-1260/1159,8-9=-2648/1940,9-10=-2708/1798,10-11=-4922/2991,
11-12=-4026/2478,12-13=-4010/2468,13-14=-3296/2014,14-15=-3808/2247
BOT CHORD 2-30=-1530/971,29-30=-1534/971,28-29=-624/685,26-28=-82/590,25-26=-618/1621,
9-22=-166/317,21-22=-1775/3467,20-21=-2200/4299,17-18=-144/284,
16-17=-1881/3314,15-16=-1881/3314 v`fjlJs LF �I�'
WEBS 3-30=0/263,3-29=-807/531,4-29=-436/500,5-29=-3225/1898,5-28=-1000/1986, `� J F �j
6-28=22-25 1527/170277,68-22 11078/1708,366/2328710-22=66855/125 ,11 21=1459/104143, 386/227, ,,,�� •••��G E N 5+�.••• �i�,'
11-20=-736/346,17-20=-1405/2749,13-20=-1107/2097,13-17=-679/416,14-17=-550/492, 34869
10-21=-1088/2033
*� :*
NOTES-
1)Unbalanced roof live loads have been considered for this design. 'O !c
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 411�
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) o 0
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 48-0-12,Exterior(2R) 4 O R`Q P,•'��,�
48-0-12 to 58-1-8,Interior(1)58-1-8 to 58-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 �j •••• `�
plate grip DOL=1.60 400j / ••�` ���
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �.,,��N A;
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. Julius Lee PE No.34869
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634
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 6904 Parke East Blvd.Tampa FL 33610
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Date:
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 775 lb uplift at joint 15,435 lb uplift at May 25,2021
CorJ0jWaaa►ldp1W2b uplift at joint 29.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063274
2711493 A17 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:35 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-dTe2vtFOT9UIJOprebUSj73ofEjDH5BV9unscszEZnl
NOTES-
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the
bottom chord.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063275
2711493 A18 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:36 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-6fCQ7DGOESccxYO1 BI?hGLc?xe3XOYIfOXXQ91zEZnH
--0 5-9-11 11-0-13 16-4-0 20-11-3 26-8-0 32-4-13 38-8-12 41-8-0 4-0-12 51-1-2 58-9-0
1-0- 5-9-11 5-3-3 5-3-3 4-7-3 5-8-13 5-8-13 6-3-15 2-11-4 2-4-12 7-0-6 7-7-14
Scale=1:107.3
6.00 12 6x8= 4x8= 6x8=
6 32 33 7 34 8 2x4
4x4 i 6x8=
6x8=
7x8 5 9 10
4 35 7x8 O
CT 2x4\\ 311212 q
ST1.5x8 STP= 3
36
2
I�
23 37 38 22 21 39 20 40 19 18 41 17 42 43 16 44 15 45 14 13�
4x6
3x6= 3x8=6x8 3x8— 2x4 13x8— 6x8— 3x8= 3x6= 4x6
= =
3x8=
8-5-4 1%3-0 16 -020-11-3 26-8-0 32-4-13 41-8-0 49-10-12 58-9-0
8-5-4 7-9-12 0--0 4-7-3 5-8-13 5-8-13 9-3-3 8-2-12 8-10-4
Plate Offsets(X,Y)-- [4:0-4-0,0-4-8],[12:0-4-0,0-4-8],[21:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.23 16-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.38 16-17 >793 180
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.02 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:437 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):6-8,9-11.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-21,6-20,7-20,7-17,8-17,9-16,11-16,
11-14
REACTIONS. All bearings 0-8-0 except Qt=length)21=0-6-0,16=0-4-0,13=Mechanical.
(lb)- Max Horz 2=524(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-354(LC 12),21=-845(LC 12),16=-942(LC 12),13=-248(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 2=685(LC 17),21=2329(LC 17),16=2516(LC 18),
13=657(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-843/585,3-4=-684/480,4-5=-198/501,5-6=-430/547,6-7=-321/559,7-8=-520/646,
8-9=-616/603,9-10=-15/486,10-11=-I 5/486,11-12=-678/588,12-13=-732/464
BOT CHORD 2-23=-344/1016,21-23=-154/422,20-21=-293/451,19-20=0/530,17-19=0/530,
16-17=-161/303,14-16=-298/371,13-14=-296/596
WEBS 3-23=-445/427,4-23=-231/701,4-21=-832/539,5-21=-1452/935,5-20=-369/937,
2/11 12-1 034, 04—613/696 2301736,9-16=-1179/803,11-16=-965/738,
11-114—72 JUS'CF�,,,j��
NOTES- ,� •• �G E Ng'•
1)Unbalanced roof live loads have been considered for this design. �� •• F••••
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; No 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 38-8-12,Interior(1)38-8-12 to 44-0-12,Exterior(2R)
44-0-12 to 54-0-12,Interior(1)54-0-12 to 58-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. •�C/,4%
4)Provide adequate drainage to prevent water ponding. ' • O R
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 sl�/ ••• ��` 1�
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. �IJ,',0 N A
7)Refer to girder(s)for truss to truss connections. I I I I
;,,`���
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 354 lb uplift at joint 2,845 lb uplift at Julius Lee PE No.34869
joint 21,942 lb uplift at joint 16 and 248 lb uplift at joint 13. MiTek USA,Inc.FL Cert 6634
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063276
2711493 A19 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:38 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-21 JBYvHGm4sKAsYQJj29LmhLoRsgUU NyrrOXDBzEZn F
--0 22-1--20
-80 8-5-0 14-2-0 16-4-0 20-11-3 26-8-0 32-4-13 W 8-12 42-0-12 48-4-12 54-8-12 58-9-0
1-0- 2-8-0 5-9-0 5-9-0 2-2-0 4-7-3 5-5-13 5-8-13 4-3-15 5-4-0 6-4-0 6-4-0 4-0-4
Scale=1:107.6
6x8— 2x4 6x8=
6.00 12 5 30 31 6 32 7 _
4 i 6x8— 6x8
x8 =
8
4
7x8 i 4x4
29 10 O
328 q
ST1.5x8 STP= 33 6x8— 3x4 1
1 7
11 12
2
0
m 1
lN
O
24 23 22 34 21 35 20 36 19 18 37 38 17 16 15 14 13
2x4 11 4x6= 4x4= 4x8= 4x6=4x4= 4x6= 4x4= 2x4 11 4x4=
4x6= 7x8= 7x10=
2-8-0 16-3-0
2-5-0 8-5-0 14-0-0 14 -0 16�1-0 20-11-3 26-8A 32-4-13 36-8-12 41-8-0 48-0-12 54-8-12 58-9-0
2-5-0 5-9-0 5-7-0 0 0 0--0 4-7-3 5-8-13 5-8-13 4-3-15 4-11d 6-8-12 6-4-0
0-3-0 1-11-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[11:0-5-4,0-3-0],[17:0-5-0,0-4-12],[22:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.08 17-18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.12 17-18 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.02 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:502 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-7,8-9,11-12.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied.
4-22,9-17:2x6 SP No.2 WEBS 1 Row at midpt 3-22,4-22,5-21,6-20,7-18,8-17,9-17,
10-17
REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,22=0-6-0,17=0-4-0.
(lb)- Max Horz 2=474(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 13=-181(LC 12),2=-320(LC 12),22=-853(LC 12),
17=-1033(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 13=487(LC 18),2=703(LC 17),22=2241(LC 17),
17=2603(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-713/393,3-4=-145/461,4-5=-379/474,5-6=472/613,6-7=472/613,7-8=483/518,
8-9=-112/562,9-10=-234/692
BOT CHORD 2-24=-328/859,22-24=-329/856,21-22=-288/382,20-21=-80/299,18-20=-1/411,
14-15=-289/664,13-14=-283/677
WEBS 3-24=0/354,3-22=-1113/674,4-22=-1456/1064,4-21=-353/856,5-21=-525/361,
5-20=-300/440,6-20=-383/489,7-18=-298/260,8-18=-186/659,8-17=-1219/816,
9-17=-634/486,10-17=-930/718,10-15=-31/396,11-15=-619/339,11-13=-735/305 ``,���,v`ffUs
NOTES- .•'\G E N S+'•
1)Unbalanced roof live loads have been considered for this design. �� •• F•••.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) = * •:
20-11-3 to 30-11-3,Interior(1)30-11-3 to 324-13,Exterior(2E)32-4-13 to 36-8-12,Interior(1)36-8-12 to 42-0-12,Exterior(2R)
42-0-12 to 52-0-12,Interior(1)52-0-12 to 58-74 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0 4%
�to the use of this truss component. O••, 4/1%'*
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ..........
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
e�
will fit between the bottom chord and any other members,with BCDL=10.Opsf. , I/11111111110,4
��N �
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 13,320 lb uplift at Julius Lee PE No.34869
joint 2,853 lb uplift at joint 22 and 1033 lb uplift at joint 17. MiTek USA,Inc.FL Cert 6634
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063277
2711493 A20 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:40 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-_QRxybJXHh62QAipQ84dQBmhBFZZyLGFJ9Vd14zEZnD
--0 2-8-0 8-5-10 14-2-0 16-4-0 20-11-3 26-8-0 32-4-13 4-8-12 40-0-12 1-8- 47-2-6 52-8-12 58-9-0
1-0- 2-8-0 5-9-10 5-8-6 2-2-0 4-7-3 5-5-13 5-8-13 2-3-15 5-4-0 1-7-4 5-6-6 5-6-6 6-0-4
Scale=1:107.6
6x8= 2x4 11 6x8=
6.00 12
5 31 32 6 33 7 6x8= 6x8=
4x8 g 9 2x4 11
4 10
4x4
7x8
30 11
0
329 34 6x8= 5x6= o
ST1.5x8 STP= 12 13
2 Q
m
m 1 M
�Ino
0
25 24 23 35 22 36 21 3720 38 19 39 4018 17 16 15 14
4x6- 2x4 11 4x6= 4x4= 4x8= 4x6= 4x8= 4x6= 4x4= 4x4= 3x4
7x8=
7x10=
2-8-0 16-3-0
2-5-0 8-5-10 14-0-0 14 -0 16�1-0 20-11-3 2%- 34-8-12 41-8-0 47-2-6 52-8-12 58-9-0
2-5-0 5-9-10 5-6-6 0 0 0--0 4-7-3 5-8-13 8-0-12 6-11-4 5-6-6
0-3-0 1-11-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[18:0-5-0,0-4-12],[23:04-0,04-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.06 19-21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.11 19-21 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.01 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:523 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-7,8-9,12-13.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied.
4-23,10-18:2x6 SP No.2 WEBS 1 Row at midpt 3-23,4-23,5-22,6-21,7-19,8-19,9-19,
9-18,10-18
REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,23=0-6-0,18=0-4-0.
(lb)- Max Horz 2=453(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 14=-185(LC 12),2=-296(LC 12),23=-889(LC 12),
18=-1017(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 14=517(LC 18),2=680(LC 17),23=2321(LC 17),
18=2487(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-651/327,3-4=-160/511,4-5=-343/433,5-6=484/589,6-7=484/589,7-8=-385/497,
8-9=-309/406,9-10=-46/468,10-11=-211/583,12-13=-566/189,13-14=424/267
BOT CHORD 2-25=-326/792,23-25=-327/788,22-23=-330/365,21-22=-75/268,19-21=-63/408,
18-19=-339/403,15-16=-198/570
WEBS 3-25=0/354,3-23=-1109/673,4-23=-1523/1124,4-22=409/920,5-22=-622/404,
5-21=-325/534,6-21=-380/488,7-19=-287/190,8-19=-369/470,9-19=-624/1070, `IIII 1111 j�'
1 $5 11239/800,90/604 10-18=-397/446,11-18=-836/605,11-16=-98/467,12-16=-616/350,
3 E NS` *.�I,�,,,
NOTES- F
1)Unbalanced roof live loads have been considered for this design. N 34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 324-13,Exterior(2E)32-4-13 to 34-8-12,Interior(1)34-8-12 to 40-0-12,Exterior(2R)
40-0-12 to 50-0-12,Interior(1)50-0-12 to 58-74 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60 0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O
to the use of this truss component. �i�'�,f• O R
4)Provide adequate drainage to prevent water ponding. �j`S1 �
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j •�` ��
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 ON
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections. Julius Lee PE No.34869
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 14,296 lb uplift at MiTek USA,Inc.FL Cert 6634
joint 2,889 lb uplift at joint 23 and 1017 lb uplift at joint 18. 6904 Parke East Blvd.Tampa FL 33610
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Date:
sheetrock be applied directly to the bottom chord. May 25,2021
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063278
2711493 A21 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:41 2021 Page 1
ID:1GUe3uOMODF17dF2MaL?wAz22s2-Sc?JAxK92?EvlJG?_rbszOJszftshpsOXpEBgWzEZnC
--0 2-8-0 8-5-10 14-2-0 16-4-0 20-11-3 26-11-2 32-4-13 32- 12 38-0-12 41-8-0 46-2-6 50-8-12 54-7-2 58-9-0
1-0- 2-8-0 5-9-10 5-8-6 2-2-0 4-7-3 5-11-15 5-5-11 0--15 5-4-0 3-7-4 4-6-6 4-6-6 3-10-6 4_ ;4
Scale=1:107.6
6x8= 2x4 11 7x8=
6x8=
6.00 12
5 30 6 31 32 7 33 8
4x8 i 2x4
4 9
4x4
7x8 i 10
29 34 6x8= 3x4 11 0
328 11 4x4= 13
ST1.5x8 STP=
0
2
a
m 1
23 35 36 19 37 38 39 16 40
24 22 21 20 18 17 15 14
2x4 11 46= 4x4= 4x8= 4x6= 4x4= 7x10= 4x6= 4x8= 4x4=
4x6= 7x8=
2-8-0 16-3-0
2-5-0 8-5-10 14-0-0 14r¢0 16�1-0 20-11-3 26-11-2 32-8-12 38-0-12 41-8-0 50-8-12 58-9-0
2-5-0 5-9-10 5-6-6 OhtO 0--0 4-7-3 5-11-15 5-9-10 5-4-0 3-7d 9-0-12
0-3-0 1-11-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-4-0,0-3-4],[17:0-5-0,0-4-4],[22:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.06 24-27 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 24-27 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.01 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:515 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-8,11-13.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied.
4-22,9-17:2x6 SP No.2 WEBS 1 Row at midpt 3-22,4-22,5-21,6-20,7-18,8-18,8-17,
9-17
REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,22=0-6-0,17=0-4-0.
(lb)- Max Horz 2=428(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 14=-224(LC 12),2=-286(LC 12),22=-923(LC 12),17=-954(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 14=570(LC 18),2=689(LC 17),22=2347(LC 17),
17=2418(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-650/302,3-4=-191/493,4-5=-370/429,5-6=-512/602,6-7=-514/599,7-8=464/529,
8-9=4/422,9-1 0=-1 24/418,10-11=-643/284,11-12=-512/173
BOT CHORD 2-24=-356/791,22-24=-357/787,21-22=-297/312,20-21=-37/284,18-20=-129/483,
14-15=-233/384
WEBS 3-24=0/355,3-22=-1111/673,4-22=-1560/1092,4-21=436/955,5-21=-609/43 1,
9/482,
0/484,
1111
9-107=-331/433,60207 3628/558?10-15=4358/842,11-1540 86/340,12 14 9522/329 ` ,� US'
NOTES- ,� •\G E•N'3• , �i
1)Unbalanced roof live loads have been considered for this design. •• F•••, ��
2)Wind:ASCE 7-16;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 38-0-12,Exterior(2R)38-0-12 to 48-0-12,Interior(1)48-0-12 to 58-7-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. •', �(/
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i, O R`Q
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 `�
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. �I� � ` ���
7)Refer to girder(s)for truss to truss connections. �I�/O N A'',`%%
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 224 lb uplift at joint 14,286 lb uplift at
joint 2,923 lb uplift at joint 22 and 954 lb uplift at joint 17. Julius Lee PE No.34869
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063279
2711493 A22 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:43 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-O?74bcLPacUdHdQN6GdK2pOARSZG9joh?7j IuOzEZnA
58-M
-t-0-p 2-8-0 8-5-10 14-2-0 i161-0 20I1-3 26-6-6 32-1-10 37-8-13 41-8-0 48-8-12 55-10-0 56r2-0
2-8-0 5-9-10 5-8-6 2-2A 4-7-3 5-7-3 5-7-3 5-7-3 3-11-3 7-0-12 7-1-4 0 -0
2-7-0
Scale=1:111.2
6x8=
6.00 12
4x4= 7x8= 6x8=
5 36 6 37 38 7 39 8
4x8 i 4x8
4 9
40 7x10=
7x8 6x8= 3x8 11
35 10 11 0
334 0
ST1.5x8 STP= 3 12 4x4
2 14
co 1 15 r;!
it A
o
26 25 24 41 23 42 22 21 43 44 20 19 18 17 16
2x4 11 4x6= 4x8— 4x6= 4x8= 4x6= 4x4= 3x4 11 4x12
4x6= 7x8= 4x4= 7x8=
2-8-0 16-3-0
2-5-0 8-5-10 14-0-0 14r4-0 16ri1-0 20-11-3 29-4-0 37-8-13 41-8-0 48-8-12 56-2-0 58-9-0
2-5-0 5-9-10 5-6-6 0 0 0--0 4-7-3 8-4-13 8-4-13 3-11-3 7-0-12 7-5-4 2-7-0
0-3-0 1-11-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[7:0-4-0,0-4-8],[10:0-5-4,0-3-0],[13:0-5-8,0-3-8],[19:0-4-0,0-4-8],[24:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.07 26-33 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.10 26-33 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.02 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:520 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins,
BOT CHORD 2x6 SP No.2 except end verticals,and 2-0-0 cc purlins(6-0-0 max.):5-8,10-12,
WEBS 2x4 SP No.3*Except* 11-16,13-28. Except:
4-24,9-19:2x6 SP No.2 6-0-0 oc bracing:11-13
SLIDER Right 2x6 SP No.2-t 1-11-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
WEBS 1 Row at midpt 3-24,4-24,5-23,6-23,7-20,8-20,9-19,
10-19
JOINTS 1 Brace at Jt(s):13
REACTIONS. All bearings Mechanical except Qt=length)24=0-6-0,2=0-8-0,19=0-4-0.
(lb)- Max Horz 2=429(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)except 15=-363(LC 12),24=-973(LC
12),2=-244(LC 12),19=-949(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 15=652(LC 18),24=2386(LC
17),2=669(LC 17),19=2274(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-599/191,3-4=-295/539,4-5=-311/350,5-6=-217/359,6-7=-507/521,7-8=-178/332,
8-9=-240/326,9-10=-280/459,11-13=-307/657,13-15=-783/855
BOT CHORD 2-26=-399/719,24-26=-399/715,23-24=-289/260,21-23=-193/471,20-21=-190/446,
19-20=-298/270,17-19=-150/380,16-17=-671/662,15-16=-662/642 vLrrlJg
WEBS 3-26=0/362,3-24=-1116/671,4-24=-1616/1122,4-23=-483/999,6-23=-545/415,
3701 3 1 7 9/31 8/552 g_-1602/1092,10-19=-814/508, �� ••• G E N
10-1 7—8/378,10-13336/145, 5+�.�•• �i�,'
NOTES-
34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) �'O !c
20-11-3 to 30-11-3,Interior(1)30-11-3 to 37-8-13,Exterior(2R)37-8-13 to 47-8-13,Interior(1)47-8-13 to 58-9-0 zone;C-C for 411 �
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �O•'
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �i�'� Q Q;••\�,,�
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I�,,il N A;lli%%%
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 11
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Julius Lee PE No.34869
7)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 363 lb uplift at joint 15,973 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 24,244 lb uplift at joint 2 and 949 lb uplift at joint 19. Date:
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063280
2711493 A23 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:45 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-LOEg01Nf6DkLWxamDhgo7ETVIGFhdcT_SRCOzHzEZn8
58-M
-t-0-p 5-6-11 10-11-5 16t 20-11-3 26-6-6 32-1-10 37-8-13 41-8-0 46-8-12 51-5-6 55-10-0 56r2-0
0- 55 66 11 104-11 5-4-11 47-3 5-7-3 5-7-3 5-7-3 3-11-3 5-0-12 4-8-10 4-4-10 0 -0
2-7-0
Scale=1:111.2
6x8= 7x8=
6.00 12 4x4= 6x8=
6 38 7 39 40 8 41 9
4x8 i 4x8
5 10 7x10=
7x8 i 6x8= 4x8= 3x8 I
11 12 13
4 0
2x4 37 42 43 14CT R
ST1.5x8 STP=
3 5 4x4
16
2
co , 17 T;!
o2�j Ile
M
29 44 45 28 27 46 26 47 25 48 24 49 50 23 22 21 20 19 18
4x4= 4x6= 4x8= 4x6=4x4= 4x8= 4x6= 4x4= 4x4= 3x4 11 4x12
4x6= 7x8=
7x8=
8-3-0 16-3-0 16 -020-11-3 29-4-0 37-8-13 41-8-0 46-8-12 51-5-6 56-2-0 58-9-0
8-3-0 0--0 4-7-3 8-4-13 8-4-13 3-11-3 5-0-12 4-8-10 4-8-10 2-7-0
Plate Offsets(X,Y)-- [4:0-4-0,0-4-8],[8:0-4-0,0-4-8],[15:0-5-8,0-3-8],[22:0-4-0,0-4-8],[27:0-4-0,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.05 24-26 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.09 24-26 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.02 17 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:540 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-9,11-14,
WEBS 2x4 SP No.3*Except* 13-18,15-31. Except:
5-27,10-22:2x6 SP No.2 6-0-0 oc bracing:13-15
SLIDER Right 2x6 SP No.2-t 1-11-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-27,6-26,7-26,8-23,9-23,10-22
JOINTS 1 Brace at Jt(s):13,15
REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,27=0-6-0,22=0-4-0.
(lb)- Max Horz 2=545(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)except 17=-385(LC 12),2=-210(LC 12),
27=-1018(LC 12),22=-916(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 17=687(LC 18),2=665(LC
17),27=2451(LC 17),22=2171(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-745/203,3-4=-515/78,4-5=-339/547,5-6=-291/252,6-7=-219/279,7-8=-517/446,
8-9=-201/264,9-10=-264/239,10-11=-287/383,13-15=-224/588,15-17=-802/897
BOT CHORD 2-29=-589/876,27-29=-266/268,26-27=-323/186,24-26=-284/490,23-24=-274/493,
22-23=-259/192,19-20=-261/428,18-19=-698/670,17-18=-691/658 ``��►IIIIIIIIII
WEBS �-26=-582/422,8-24=0/259, 23—6041476,10-23—5815 0 5 26 550 978,1022= 4 8998,
11-22=-675/411,11-20=-164/412,12-20=-315/307,12-19=-211/328,12-15=-489/321, ,�� .• G E N S*'.
15-19=-317/496 �� •• F
NOTES-
1)Unbalanced roof live loads have been considered for this design. 34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 37-8-13,Exterior(2E)37-8-13 to 46-8-12,Interior(1)46-8-12 to 58-9-0 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 O•'. 4((/
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �004#'�� O R`Q
to the use of this truss component. .....
G
4)Provide adequate drainage to prevent water ponding. ,���� /4 N M-` : "
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. IIII1111111��0
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Julius Lee PE No.34869
7)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 385 lb uplift at joint 17,210 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 2,1018 lb uplift at joint 27 and 916 lb uplift at joint 22. Date:
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063281
2711493 A24 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:47 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-HmMaQ_Ower_21Ek9L6iGCfZpD4uK5aKGwlhV1AzEZn6
58-9-0
-3 10-4-0 15-7-10 20-11-3 26-6-6 32-1-10 37-5-13 44-S-12 50-5-6 55-10-0 56r2-0
1-0- 6-5-3 3-7-13 5-3-10 13-10 5-7-3 5-7-3 5-7-3 6-11-15 5-8-10 5-4-10 0 -0
2-7-0
Scale=1:112.3
6x8= 4x4= 7x8_ 6x8=
6.00 12 6 39 7 40 41 8 42 9
4x4
6x8 4x8= 3x8 11
5
10 11 12
5x6 i
7x8 i 4 38 43 13 0
37 7x10= cq
ST1.5x8 STP= 3
4 4x4
15 2
0
1 7 26 25 21 20 7x10 16 T' N
0 3x4= 45 24 46 23 47 22 3x6
4x4= 4x8= 4x8=
2g 2g 4x6= 4x4= 4x6= 19 18 17
4x6
ST1.5x8 STP= 4x12 11 4x8= 3x4 11 4x12
=
2x4 11 7x8= 3x6 11
45-1-0
6-8-3 10-4-0 15-7-10 20-11-3 29-4-0 37-8-13 44-10-0 45i9-4 50-5-6 55-10-0 58-9-0
6-5-3 3-7-13 5-3-10 5-3-10 8-4-13 8-4-13 7-1-3 0- 5-4-6 5-4-10 2-11-0
0-0-12
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[8:0-4-0,0-4-8],[10:0-3-0,0-3-0],[14:0-5-8,0-3-8],[19:0-5-8,0-0-0],[20:0-4-12,0-3-8],[28:0-3-8,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 23-25 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.15 23-25 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) -0.03 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:505 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(5-10-15 max.):6-9,10-13,
4-28,10-19:2x4 SP No.3 12-17,14-31. Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:12-14
SLIDER Right 2x6 SP No.2-t 1-11-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
3-7-0 oc bracing:19-20
3-11-0 oc bracing:27-28
WEBS 1 Row at midpt 7-25,7-23,8-21,10-21
JOINTS 1 Brace at Jt(s):12,14
REACTIONS. All bearings 0-8-0 except Qt=length)16=Mechanical,19=0-6-0.
(lb)- Max Horz 2=666(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)2 except 16=-324(LC 12),
19=-1061(LC 12),28=-1101(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 16=530(LC 18),2=486(LC
17),19=2423(LC 18),28=2326(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-467/0,3-4=-546/243,4-5=-1423/661,5-6=-1625/950,6-7=-1425/944,
7-8=-1556/1007,8-9=-999/673,9-1 0=-1 164/627,10-11=-425/428,12-14=-243/598,
14-16=-5841772
BOT CHORD 2-29=-296/433,28-29=-296/429,27-28=-1850/1292,4-27=-1744/1312,25-26=-917/1304,23-25=-1 ,� J •�..••..• I�
723/1178,17-18=536/1576, 75/490 616-17 1-584/84725,19-20=-2345/1521, �� G E NS
10-20=-1 F• '• ♦i♦♦♦
WEBS 3-29=0/273,3-28=-665/422,4-26=-1039/1537,5-26=-615/596,5-25=-114/319, N 34869
6-25=-101/407,7-25=-427/300,8-23=-126/458,8-21=-871/613,10-21=-989/1527,
11-20=-689/490,11-18=-74/302,14-18=-361/482
NOTES- t
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; �Oin
,
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) ♦20-11-3 to 30-11-3,Interior(1)30-11-3 to 37-8-13,Exterior(2E)37-8-13 to 45-0-4,Interior(1)45-0-4 to 58-9-0 zone;C-C for members ♦j 0 R,O'•`�`��,
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •�` ��
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �I1',0 N A; ` 0
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. Julius Lee PE No.34869
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634
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 6904 Parke East Blvd.Tampa FL 33610
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Date:
7)Refer to girder(s)for truss to truss connections. May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063281
2711493 A24 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:47 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-HmMaQ_Ower_21Ek9L6iGCfZpD4uK5aKGwlhV1AzEZn6
NOTES-
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except Qt=lb)16=324,19=1061,28=1101.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063282
2711493 A25 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:49 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-D9ULrgQAASFm?YUXSXkk14e7GtZHZP7ZN3AC62ZEZn4
58-9-0
-1-0-p 6-8-3 10-4-0 15-7-10 20-11-3 26-8-0 32-4-13 34-4-12 39-8-12 i 42-8-12 44-10-q 50-6-0 55-10-0 56r2-0
0- 6-8-3 3-7-13 5-3-10 5-3-10 5-8-13 5-8-13 -11-1 5-4-0 3-0-0 2-1-4 5-8-0 5-4-0 0--0
2-7-0
Scale=1:114.5
6x8= 2x4 6x8-
-6x8=
6.00 12 6 43 44 7 45 8 g 6x8= 3x4 11 7x10=
4x4 i 10
6x8= 4x8= 3x8 11
5
11 12 13 14
5x6 46 4 15
42
7x8 i 4 0
41 0
ST1.5x8 STP= 3 6 44
2 17
1 23 18 O
1 30 29 27 26 24 7x10 Iv A N
0 3x4= 28 48 49 25 50
44= 44= 4x8=
33 32 4x6= 4x4=4x6= 22 21 20 19
46
ST1.5x8 STP= 4x8= ST1.5x8 STP= 4x8= 3x4 11 412
=
2x4 11 7x8= 3x10 11
45-1-0
6-8-3 10-4 0 15-7-10 20-11-3 26-8-0 32-4-13 39-8-12 44-10-0 4579-0 50-6-0 56-2-0 58-9-0
6-8-3 3-7-135-3-10 5-8-13 5-8-13 7-3-15 5-1-4 0- 0 5-5-0
0-1-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[16:0-5-8,0-3-8],[23:0-2-12,0-3-8],[32:0-3-8,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.07 27 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.11 24-26 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) -0.03 18 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:538 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(5-11-13 max.):6-8,9-10,
4-32:2x4 SP No.3 11-15,14-19,16-35. Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:14-16
SLIDER Right 2x6 SP No.2-t 1-11-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
4-0-0 oc bracing:31-32
4-8-0 oc bracing:21-23
WEBS 1 Row at midpt 6-29,7-27,8-26,9-24,11-23
JOINTS 1 Brace at Jt(s):14,16
REACTIONS. All bearings 0-8-0 except Qt=length)18=Mechanical,21=0-6-0.
(lb)- Max Horz 2=785(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)except 18=-267(LC 12),21=-1143(LC
12),32=-1129(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 18=372(LC 18),2=502(LC
17),21=2615(LC 18),32=2252(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-598/45,3-4=-677/305,4-5=-1388/615,5-6=-1548/939,6-7=-1488/1038,
7-8=-1488/1038,8-9=-1447/928,9-10=-587/314,10-11=-679/288,11-12=-617/707, `%%J11III1III
BOT CHORD 2 333-306 434932-336 /-306 431431 32=-1777/1372,4-31=-1675/1392,29-30=-999/1242, �,,��'�U.S LF�.���j,
27-29=-1032/1322,26-27=-957/1386,24-26=-949/1352,21-23=-2515/1739, G E N g•• �i�
12-23=-311/289,19-20=-417/297,18-19=-447/286 •••�\ F•••• i
WEBS 3-33=0/272,3-32=-665/426,4-30=-1125/1466,5-30=-557/646,5-29=-135/287, No 34869
6-27=-241/400,7-27=-387/500,8-27=-324/383,9-24=-1159/858,11-24=-909/1314,
11-23=-1 635/1071,13-23=-887/603,13-20=-81/358,16-20=-350/413
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; •�C/,�
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) '�••• Q Q;••����
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 34-4-12,Interior(1)34-4-12 to 39-8-12,Exterior(2E) �Sl(•1••.O 0 R�
39-8-12 to 42-8-12,Interior 1 42-8-12 to 58-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber I l)
DOL=1.60 plate grip DOL=1.60 J,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '181
1111
to the use of this truss component. Julius Lee PE No.34869
4)Provide adequate drainage to prevent water ponding. MiTek USA,Inc.FL Cert 6634
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610
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 Date:
will fit between the bottom chord and any other members,with BCDL=10.Opsf. May 25,2021
BdriBaf�dmgiks for truss to truss connections.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063282
2711493 A25 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:50 2021 Page 2
IDA GUe3uOMODF17dF2MaL?wAz22s2-hL2j3?RoxmNdciTkOEFzglBIOHvWlsMjcjw9eUzEZn3
NOTES-
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 lb uplift at joint 18,1143 lb uplift at joint 21 and 1129 lb uplift at joint 32.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063283
2711493 A26 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:52 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-ek9TUhS2SNdLsOc67flSvjGcz5aRmoaO31 PGjNzEZn1
58-9-0
-1-0-p 6-8-3 10-4-0 15-7-10 20-11-3 26-8-0 32-4-13 1 36-4-12 40-7-6 44-10-0 50-6-0 55-10-0 56r2-0
}0- 6-8-3 3-7-13 5-3-10 5-3-10 5-8-13 5-8-13 3-11-15 4-2-10 4-2-10 5-8-0 5-4-0 0--0
2-7-0
Scale=1:114.5
6x8= 2x4 6x8=
7x10=
6.00 12 6 40 41 7 42 8 6x8— 3x4 11 7x8= 3x8
2x4 II 9 4x4= 11 12 13
5
5x6 43 4 14
7x8 i 4 39 0
38 0
ST1.5x8 STP= 3 5 4x4
2 16
8 22 17 v o
4 1 3x4= 27 45 26 45 47 24 23 48 49 50 7x10 I N
0 30 29 4x8= 4x6= 4x8= 21 20 19 18
4x6— ST1.5x8 STP= 4x8—_ 4x6 3x10 4x8= 3x4 114x12 11
2x4 11 7x8=
45-1-0
6-8-3 10-4 0 15-7-10 26-8-0 36-4-12 44-10-0 45-9-0 50-6-0 56-2-0 58-9-0
6-8-3 3-7-13 5-3-10 11-0-6 9-8-12 8-5-4 0- 0 5-5-0
0-1-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[12:0-4-0,0-4-8],[15:0-5-8,0-3-8],[22:0-2-12,0-3-8],[29:0-3-8,04-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.16 25-27 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 25-27 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) -0.03 20 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:512 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-14 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(5-11-15 max.):6-8,9-14,
4-29:2x4 SP No.3 13-18,15-32. Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:13-15
SLIDER Right 2x6 SP No.2-t 1-11-12 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
4-1-0 oc bracing:28-29
4-5-0 oc bracing:20-22
WEBS 1 Row at midpt 6-27,7-25,8-23,10-22,12-22
JOINTS 1 Brace at Jt(s):13,15
REACTIONS. All bearings 0-8-0 except Qt=length)17=Mechanical,20=0-6-0.
(lb)- Max Horz 2=845(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)except 17=-239(LC 12),20=-1187(LC
12),29=-1146(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 17=276(LC 18),2=513(LC
17),20=2766(LC 18),29=2231(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-673/76,34=-754/336,4-5=-1442/511,5-6=-1513/795,6-7=-1485/912,
7-8=-1485/912,8-9=-1242/596,9-10=-1088/448,10-1 1=-662/859,11-12=-657/863, %%%%1 1 1 t 1 11111
57
BOT CHORD 2 305-302 4/39029 307-302 4/36528-29=-1759/1360,4-28=-1714/1366,25-27=-1021/1255, ,``���,\��... S LF. ���j'
23-25=-890/1297,22-23=-358/420,20-22=-2667/1677,11-22=-318/299,18-19=-367/197, ,�� \G E•N
17-18=-408/192 •••� F•�•, �i
WEBS 3-30=0/272,3-29=-660/428,4-27=-1094/1505,5-27=-428/587,6-25=-183/511, 34869
7-25=-381/496,8-25=-344/592,8-23=-276/413,9-23=-722/484,10-23=-803/1490, * •:
10-22=-1825/1119,12-22=-1017/632,12-19=-73/366,15-19=-322/373
NOTES-
1)Unbalanced roof live loads have been considered for this design. 4%
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) .0 '� ' P'
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 36-4-12,Interior(1)36-4-12 to 58-9-0 zone;C-C for 0�j� <.......R O' •`�`
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •�` ���
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �., N A
to the use of this truss component. ,181 ;,,`���
4)Provide adequate drainage to prevent water ponding. Julius Lee PE No.34869
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634
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 6904 Parke East Blvd.Tampa FL 33610
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Date:
7)Refer to girder(s)for truss to truss connections. May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063283
2711493 A26 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:52 2021 Page 2
IDA GUe3uOMODF17dF2MaL?wAz22s2-ek9TUhS2SNdLsOc67flSvjGcz5aRmoaO31 PGjNzEZnl
NOTES-
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 17,1187 lb uplift at joint 20 and 1146 lb uplift at joint 29.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063284
2711493 A27 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:53 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-6wjsh 1 TgDhICU9Bl hNphSwpvcUwSVEL91 h8pFpzEZnO
--0- 6-8-3 10-4-0 15-9-10 20-11-3 26-8-0 32-4-13 38-4-12 42-5-14 46-7-0 50-1-0
-0- 6-8-3 3-7-13 5-5-10 5-1-10 5-8-13 5-8-13 5-11-15 4-1-2 4-1-2 3-6-0
Scale:1/8"=l'
6x8= 2x4 11 6x8=
6.00 12 6 32 3334 7 35 8
4x4 i 6x8= 3x4 11 5x6=
5 9 4x4= 11 12
5x8 36 3
7x8 5- 4 31 2 150
30 Q
0
3 q
r
ST1.5x8 STP Ell AN0
4F11
co 12 17 0Iq
ccI 3x6= 23 22 21 20 38 19 18 17 39 40 Io
o M. 4x4= 4x4= 4x6—4x8= 4x4= 4x4= 15 14 13
26 25
4x6= 3x4 11 6x8=
4x6= 2x4 11 ST1.5x8 STP=
7x8=
50-1-0
6-8-3 10-4-0 10r80 15-9-10 20-11-3 26-8-0 32-4-13 38d-12 46-7-0 46-pp-0
6-8-3 3-7-13 0 -0 5-1-10 5-1-10 5-8-13 5-8-13 5-11-15 8-2-4 0-4-0 3-2-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[13:Edge,0-4-8],[16:0-3-0,0-3-0],[25:0-4-0,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.14 17-18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.23 16-17 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.08 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:431 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except` 2-0-0 oc purlins(4-6-5 max.):6-8,9-12.
11-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 4-10-0 oc bracing:24-25
10-0-0 oc bracing:14-16
WEBS 1 Row at midpt 12-13,6-22,7-20,8-20,9-18,10-16
REACTIONS. (size) 13=Mechanical,2=0-8-0,25=0-8-0
Max Horz 2=493(LC 12)
Max Uplift 13=-774(LC 12),2=-105(LC 12),25=-1161(LC 12)
Max Grav 13=1812(LC 18),2=404(LC 17),25=2660(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-375/92,3-4=-437/402,4-5=-1612/970,5-6=-1903/1317,6-7=-2038/1499,
7-8=-2038/1499,8-9=-2403/1539,9-10=-2708/1597,10-11=-910/526,11-12=-891/520,
12-13=-1778/1072
BOT CHORD 2-26=-227/318,25-26=-227/314,24-25=-2197/1472,4-24=-2070/1483,22-23=-1021/1509,
20-22=-1086/1718,18-20=-1285/2079,17-18=-1614/2728,16-17=-1213/1962,
11-16=-225/261
WEBS 10-074671810286, 0-33165,8-18- 3/681,1218=-8 2/449,9-17=-746/6511, %% X)X)—Iius CF�I,,���
NOTES- �� •' F•'•,
1)Unbalanced roof live loads have been considered for this design. No 34869
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 38-4-12,Interior(1)38-4-12 to 49-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O
to the use of this truss component. <C/
4)Provide adequate drainage to prevent water ponding. •'•A,� O R,Q *(3*,
N�,��
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ••'••'••�` ���
will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,I,,,O N A;,,`���
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 774 lb uplift at joint 13,105 lb uplift at Julius Lee PE No.34869
joint 2 and 1161 lb uplift at joint 25. MiTek USA,Inc.FL Cert 6634
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063285
2711493 A28 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:56 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-W VP_J3VZWc7nLdwtMVM04ZROHiyficFb_fN U r8zEZmz
--0- 6-8-3 10-4-0 15-9-10 20-11-3 26-8-0 32-4-13 40-4-12 46-7-0 50-1-0
-0- 3-7-13 5-5-10 5i 10 5-8-13 5-8-13 7-11-15 6-2-4 3-6-0
Scale:1/8"=l'
6x8= 2x4 11 6x8=
6.00 12 6 31 3233 7 34 8
4x4 i
5 6x8= 3x4 11 5x6=
5x8 9 10 11
7x8 4 30 2 15 O
29 Q
3
6
<b
ST1.5x8 STP IN O
co 12 3 14 o Io
ccI 3x6= 22 21 20 369 37 18 17 16 Io
25 24
4x4= 4x4= 4x6— 4x4= 2x4 14 13 6x8 8 1
4x6= 3x4 I I —
4x6=
2x4 11 ST1.5x8 STP= 4x8=
7x8—
50-1-0
6-8-3 10-4-0 10r8-0 15-9-10 20-11-3 26-8-0 32-4-13 40-4-12 46-7-0 46-i1 i1-0
6-8-3 3-7-13 0 -0 5-1-10 5-1-10 5-6-13 5-8-13 7-11-15 6-2-4 0 -0 3-2-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[9:0-54,0-3-0],[12:Edge,0-4-8],[15:0-2-0,0-3-4],[24:0-4-0,04-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.16 16-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.27 16-17 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.08 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:419 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(5-0-7 max.):6-8,9-11.
10-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 4-10-0 oc bracing:23-24
10-0-0 oc bracing:13-15
WEBS 1 Row at midpt 11-12,6-21,7-19,8-19,9-17,9-15
REACTIONS. (size) 12=Mechanical,2=0-8-0,24=0-8-0
Max Horz 2=434(LC 12)
Max Uplift 12=-770(LC 12),2=-130(LC 12),24=-1140(LC 12)
Max Grav 12=1809(LC 18),2=399(LC 21),24=2654(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-381/116,3-4=-384/428,4-5=-1589/997,5-6=-1867/1338,6-7=-2040/1518,
7-8=-2040/1518,8-9=-2460/1549,9-10=-1112/670,10-1 1=-1087/655,11-12=-1753/1073
BOT CHORD 2-25=-211/311,24-25=-211/307,23-24=-2193/1454,4-23=-2064/1464,21-22=-983/1493,
19-21=-1043/1702,17-19=-1253/2097,16-17=-1746/2973,15-16=-1743/2982,
10-15=-331/362
WEBS 3-25=-10/296,3-24=-673/422,4-22=-1179/1880,5-22=-750/663,5-21=-179/456,
1111111
9-15=-2263/1299,11-15—1218/2019 204/800,9-17=-1020/571,9-16=0/310, ��,X) � LF r.'
NOTES- ,••\G E N S ��
1)Unbalanced roof live loads have been considered for this design. �� •• F•••,
2)Wind:ASCE 7-16;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; No 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 40-4-12,Interior(1)40-4-12 to 49-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. O
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •••A,� O R,
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Ij ll�/••••••••�` ���
7)Refer to girder(s)for truss to truss connections. A'
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 770 lb uplift at joint 12,130 lb uplift at ,81
1111
joint 2 and 1140 lb uplift at joint 24. Julius Lee PE No.34869
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063286
2711493 A29 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:14:58 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-SuXlklXp2DNVax4GUwPs9_WgCVbXAUTuSzsavl zEZmx
-1-0 6-8-3 13-2-0 20-11-3 26-8-0 32-4-13 37-4-12 42-4-12 46-7-0 50-1-0
-0- 6-8-3 6-5-13 7-9-3 5-8-13 5-8-13 5-0-0 5-0-0 4-2-4 3-6-0
Scale=1:90.6
6x8= 4x4= 6x8=
3x4 11
6.00 12 5 6 32 3334 7 35 8
43
4x4
4x4 i 9
4 6x8= 5x6= 5x6CT =
10 11 12
7x8 i 31 0
Ci 30 q
3
0
0
0
2 1 1 0�9
1 39 20 40 19 18 41 42 17 Io
0 22 37 4x4= 4x6= 5x8= 15 14 13
26 24 23 = 6x8=
3x10 11 25 7x8= 3x4 11 4x8 3x4
4x6=
7x10=
6-8-3 10d-8 13-2-0 20-1-0 $1-1-0 26-8-0 32d-13 424-12 46-7-0 46�i i1-05__
6-8-3 3-8-5 2-9-8 6-11-0 -0- 5-7-0 5-8-13 9-11-15 4-2-4 0 3-2-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[13:Edge,04-8],[16:0-6-4,04-0],[21:04-12,0-3-8],[24:0-3-12,04-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.24 17-18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.43 17-18 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.13 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:431 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except` 2-0-0 oc purlins(3-11-6 max.):6-8,10-12.
5-23,11-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 1 Row at midpt 5-21
10-0-0 oc bracing:21-23,14-16
WEBS 1 Row at midpt 3-24,4-24,7-20,7-18,6-21
REACTIONS. All bearings 10-8-0 except(jt=length)13=Mechanical,25=0-3-8.
(lb)- Max Horz 2=401(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)2 except 13=-802(LC 12),2=-231(LC 24),26=-1152(LC 12),
25=-151(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2 except 13=1932(LC 18),26=2741(LC 17),25=426(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-885/1226,3-4=-12751738,4-5=-2302/1526,5-6=-2288/1716,6-7=-2277/1690,
7-8=-2368/1612,8-9=-2671/1721,9-10=-3914/2212,10-11=-3384/1859,11-12=-1592/926,
12-13=-1855/1115
BOT CHORD 2-26=-954/418,25-26=-927/398,24-25=-927/398,5-21=-304/430,20-21=-1189/2061,
18-20=-1380/2349,17-18=-1640/2801,16-17=-959/1634,11-16=-1612/1004
WEBS -20=-3937/0122220=442/12512 228427/880,9-18=-8 8/29,9301/41841 018518/1079, ��%j10-17= �`�US,
NOTES- •' F•'•,
1)Unbalanced roof live loads have been considered for this design. No 34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 42-4-12,Interior(1)42-4-12 to 49-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 17 t
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �(J
to the use of this truss component. O
4)Provide adequate drainage to prevent water ponding. O R`Q P,•'��,��
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 / N A;` ���
will fit between the bottom chord and any other members,with BCDL=10.Opsf. III,
`,�
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869
13=802,2=231,26=1152,25=151,2=231. MiTek USA,Inc.FL Cert 6634
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063287
2711493 A30 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:00 2021 Page 1
ID:1GUe3uOMODF17dF2MaL?wAz22s2-PGeV9QY3agdCpEDfbLRKEPbynJGUeQFBvGLh_vzEZmv
-1-0- 6-8-3 13-2-0 20-11-3 26-8-0 32-4-13 W 4-12 44-4-12 46-7-0 50-1-0
-0- 6-8-3 6-5-13 7-9-3 5-8-13 5-8-13 6-0-0 6-0-0
Scale=1:93.8
6x8= 4x4= 6x8=
3x4 11
6.00 F12 5 6 32 33 34 7 35 8
4x4
4x4 i 9
4 5x6Ci =
7x8 i 31 36 6x8= 5x8= o
30 10 11 12 d
3
0
CT ST1.5x8 STP= O
2 16 u
o
12 40 21 41 20 19 18 17 7x N
0 26 25 24 23 38 4x4= 5x6 4x4= 4x6=
48 15 14 13
4x =
5x6= 2x4 11 7x10= 3x4 11 3x4 11 6x8=
7x10=
46-11-0
6-8-3 13-2-0 20-1-0 21-1-P 26-8-0 32-4-13 38-4-12 44-4-12 46-7-0 50-1-0
6-8-3 6-5-13 6-11-0 6-0-0 6-0-0 2-2-4 3-2-0
0-4-0
Plate Offsets(X,Y)-- [2:0-1-0,Edge],[3:0-4-0,0-4-8],[13:Edge,0-4-8],[16:0-6-12,0-4-8],[22:0-4-8,0-3-8],[25:0-4-12,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.36 23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.55 21-22 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.34 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:433 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-6-9 max.):6-8,10-12.
5-24,11-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 5-22
22-25,12-16:2x4 SP No.2 10-0-0 oc bracing:22-24,14-16
WEBS 1 Row at midpt 22-25,6-21,7-21,7-19,9-19,6-22
REACTIONS. (size) 13=Mechanical,2=0-8-0
Max Horz 2=-422(LC 10)
Max Uplift 13=-982(LC 12),2=-1045(LC 12)
Max Grav 13=2304(LC 18),2=2529(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4757/2569,3-4=-4099/2401,4-5=-4151/2615,5-6=-4050/2754,6-7=-3466/2401,
7-8=-3103/2239,8-9=-3492/2369,9-10=-4238/2664,10-11=-4339/2597,
11-12=-2778/1650,12-13=-2230/1354
BOT CHORD 2-26=-2581/4489,25-26=-2582/4486,5-22=-123/320,21-22=-2018/3587,
19-21=-2030/3559,18-19=-2288/3736,17-18=-2669/4442,16-17=-1722/2894,
11-16=-1609/1026
WEBS 3-25=-754/489,4-25=-508/560,22-25=-2263/3869,6-21=-204/350,7-21=-136/361, `1111111111111
10-17—14798/1258,1117=1280/2106,12 16=20 0/3485,76-22=952/815437/418, `,,V G E N`F�AftI,,,��
NOTES- `,, • '�\ SF ••. ,,�i
1)Unbalanced roof live loads have been considered for this design. N 34869
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 49-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0 '�{{
to the use of this truss component. Q••• �4J
4)Provide adequate drainage to prevent water ponding. �i�'� • O R,Q
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j
6)*This truss has been desined will fit between the bottoms herd r a live other ofmembers,0.Opsf on the bottom with BCDL O.rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ON �%0`�,
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869
13=982,2=1045. MiTek USA,Inc.FL Cert 6634
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063288
2711493 A31 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:01 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-tTCtNmZiL813ROor92yZnc8DMjavNruK8w4FWMzEZmu
-1-0- 6-8-3 13-2-0 20-11-3 26-8-0 32-4-13 39-4-12 464-12 50-1-0
-0- 6-5-3 6-5-13 7-9-3 5-8-13 5-5-13 7-0-0 7-0-0
Scale=1:93.8
6x8= 4x4= 6x8=
3x4 11
6.00 F12 5 6 31 3233 7 34 8
4x4 i 4x4
4 9
3x4 11
Ci
7x8 i 30 35 6x8= 5x8= o
29 6
3 10 11 12
ST1.5x8 STP= o
1 16 8x a o
� 12 39 20 40 19 18 17 IN
0 37 4x4= 4x4=
25 24 23 22 5x6 4 15 14 13
5x6= 2x4 11 7x10= 3x4 11 4x8 6x8=
3x4 11
7x10=
50-1-0
6-8.3 13-2-0 20-1-0 21-1-p 26-8-0 32-4-13 3, 12 46-7-0 46-pd-0
6-8-3 6-5-13 6-11-0 -0 5-7-0 5-8-13 7-0A 7-2-4 0 -0 3-2-0
Plate Offsets(X,Y)-- [2:0-1-0,Edge],[3:0-4-0,0-4-8],[12:0-3-4,0-2-12],[13:Edge,0-4-8],[16:0-3-12,04-0],[21:0-4-8,0-3-8],[24:04-12,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.37 22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.56 20-21 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.38 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:425 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-7-7 max.):6-8,10-12.
5-23,11-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 5-21
21-24,12-16:2x4 SP No.2 10-0-0 oc bracing:21-23,14-16
WEBS 1 Row at midpt 21-24,6-20,7-20,7-18,9-18,6-21
REACTIONS. (size) 13=Mechanical,2=0-8-0
Max Horz 2=442(LC 10)
Max Uplift 13=-977(LC 12),2=-1050(LC 12)
Max Grav 13=2338(LC 18),2=2524(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=4748/2575,34=-4089/2407,4-5=-4144/2605,5-6=4042/2744,6-7=-3455/2395,
7-8=-3123/2248,8-9=-3524/2360,9-10=-4449/2734,10-11=4021/2289,
11-12=-3887/2254,12-13=-2236/1320
BOT CHORD 2-25=-2525/4496,24-25=-2526/4493,5-21=-1 23/319,20-21=-1 949/3596,
18-20=-1961/3565,17-18=-2346/3918,16-17=-2881/4897
WEBS 3-24=-755/489,4-24=-510/544,21-24=-2206/3876,6-20=-211/353,7-20=-140/362,
12-186—2545/4387,6-2 13 2 94 5/1 54 4,/1263, 10 16 12207/1493 33/511,10-17=-1003/569, `,,\3\1'US1���'.
NOTES- *\G E•N S'•
1)Unbalanced roof live loads have been considered for this design. •• F•••, ��
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) * •:
20-11-3 to 30-11-3,Interior(1)30-11-3 to 324-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)424-13 to 49-114 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 1J
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 0•'. �(/
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R 10 Q:•'��,��
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 00 •. •••••
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �I� / •�` %
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
13=977,2=1050. Julius Lee PE No.34869
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063289
2711493 A32 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:03 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-prKdnSbytl?ngiyDHT_l sl DZMWGI rlodbEZLbEzEZms
50-1-0
-1-0-0 6&-3 13-2-0 20-1133 26-8-0 32-4-13 40-2-0 46-7-0 48-4-12
-0- 6-5-13 7-9-3 5%103 5-8-13 7-9-3 6-5-0 1-9-12 1-8-4
Scale:1/8"=l'
6x8=
3x4 11 4x4= 6x8=
6.00 12 5 6 32 3334 7 35 8
4x4 i 7x8
4 9
5x6=
7x8 i 31 5 36 5x6-- o
30 q
8x10=
3 10 1 12
1
ST1.5x8 STP= o
2 17 0 0
12 40 21 41 20 19 18 M N
14 11
38 4x4= 4x4=
26 25 24 23 5x6= 16 15 14 13
4x6= 2x4 11 7x10= 3x4 11 4x8 3x4 1, 5x12 11
7x10= 5x8=
48-4-12
6-8-3 13-2-0 20-1-0 2p-1-p 26-8-0 32-4-13 40-2-0 46-7-0 46-11-0 SD-1-0
6-8-3 6-5-13 6-11-0 6-5-0 0 -0 1-8-4
1-5-12
Plate Offsets(X,Y)-- [2:0-1-4,Edge],[3:0-4-0,0-4-8],[9:0-4-0,0-4-8],[17:0-5-12,0-3-4],[22:0-4-8,0-3-8],[25:0-4-12,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.37 23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.56 21-22 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.41 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:425 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-11-1 max.):6-8,11-12.
5-24,10-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except` 1 Row at midpt 5-22
12-13:2x6 SP No.2,22-25,11-17:2x4 SP No.2 10-0-0 oc bracing:22-24,15-17
WEBS 1 Row at midpt 22-25,6-21,7-21,7-19,9-19,6-22
REACTIONS. (size) 13=Mechanical,2=0-8-0
Max Horz 2=-463(LC 10)
Max Uplift 13=-972(LC 12),2=-1052(LC 12)
Max Grav 13=2370(LC 18),2=2518(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4734/2578,3-4=-4075/2408,4-5=-4131/2589,5-6=-4029/2728,6-7=-3438/2381,
7-8=-3122/2243,8-9=-3527/2338,9-10=-4562/2778,10-11=-5438/3120,11-12=-965/543,
12-13=-1999/1145
BOT CHORD 2-26=-2464/4499,25-26=-2465/4497,5-22=-124/319,21-22=-1874/3600,
19-21=-1886/3564,18-19=-2350/4002,17-18=-2874/5046,15-17=-132/289
WEBS 3-25=-755/490,4-25=-511/526,22-25=-2144/3880,6-21=-218/349,7-21=-144/363,
7-19=-743/423,8-19=-593/1244,9-19=-1236/859,9-18=-15/495,10-18=-1055/559,
6 22�-9361/5454 11-17=-2367/4094,11-14=-3383/1942,12-14=-948/1691, �� ,'3 G E N`F�I,,,,�
NOTES- SF
1)Unbalanced roof live loads have been considered for this design. N 34869
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 49-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0 '�{{
to the use of this truss component. Q �4J
4)Provide adequate drainage to prevent water ponding. �0- • O R,Q
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j
6)*This truss has been desined will fit between the bottoms herd r a live other ofmembers,0.Opsf on the bottom with BCDL O.rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ON �%0`�,
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869
13=972,2=1052. MiTek USA,Inc.FL Cert 6634
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063290
2711493 A33 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:05 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-IESOC8cCPNGVw?6cOu 1 VxSlvZKyoJfMw3Y2Sf7zEZmq
-1-0 6-8-3 13-2-0 20-11-3 26-8-0 32-0-13 40-2-0 46-7-0 49-7-8 5 1-0
-0- 6-8-3 6-5-13 7-9-3 5-8-13 5-8-13 7-9-3 6-5-0 3-0-8 0-5-8
Scale=1:93.7
6x8= 4x4= 6x8=
3x4 11
6.00 F12 5 6 2930 7 8
4x4 i 7x8
4 9
31
7x8 2 o
28 5x8-- q
3 10 6x8=
11
ST1.5x8 STP=
a
0 15 a
t0 12 34 19 35 18 17 16 N
32 4x4= 4x4= N
24 23 22 21 Sx6 14 13 12
4x6= 2x4 7x10= 3x4 11 4x8 7x8=
3x4 11
7x10=
50-1-0
- 13-2 20-1-0 A 267 2-84-3 492--0 46-57-0 46,11-00 36-83 5--3 1-0 5 5- 13 7- 3 6--0 0 -2-0
Plate Offsets(X,Y)-- [2:0-1-4,Edge],[3:0-4-0,0-4-8],[9:0-4-0,0-4-8],[11:0-2-12,0-2-4],[12:0-3-12,0-4-8],[15:0-5-12,0-3-4],[20:0-4-8,0-3-8],[23:0-4-12,04-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.36 21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.57 19-20 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.41 12 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight:421 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-11-1 max.):6-8.
5-22,10-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 5-20
20-23,11-15:2x4 SP No.2,11-12:2x6 SP No.2 10-0-0 cc bracing:20-22,13-15
WEBS 1 Row at midpt 20-23,6-19,7-19,7-17,9-17,6-20
REACTIONS. (size) 2=0-8-0,12=Mechanical
Max Horz 2=479(LC 10)
Max Uplift 2=-1054(LC 12),12=-970(LC 12)
Max Grav 2=2517(LC 17),12=2397(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=4732/2449,34=-4073/2246,4-5=-4132/2350,5-6=4030/2455,6-7=-3439/2163,
7-8=-3122/2004,8-9=-3528/2106,9-10=-4565/2508,10-11=-5501/2960,
11-12=-2344/1272
BOT CHORD 2-24=-2207/4509,23-24=-2208/4507,19-20=-1540/3612,17-19=-1560/3575,
16-17=-2046/3992,15-16=-2658/4991,10-15=-99/487
WEBS 3-23=-755/494,4-23=-514/407,20-23=-1832/3890,6-19=-219/351,7-19=-145/363,
7-17=-744/322,8-17=-557/1247,9-17=-1243/793,9-16=-32/484,10-16=-1008/666,
6-20=-800/1546,11-15=-2494/4640 ` ,\,`ff�,JS,`
NOTES- ♦♦ •••\G ENS'•• ,ii
1)Unbalanced roof live loads have been considered for this design. ♦♦ •• F•••. ��
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) = * •:
20-11-3 to 324-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 49-104 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific !c
to the use of this truss component. O; ; :
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i�'<% • O R Q Q:••��,♦♦
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 �j • `�
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf.
I�� N••••�` %��
7)Refer to girder(s)for truss to truss connections. �I'#1 A
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at=1b) '11 ;,,`���
2=1054,12=970. Julius Lee PE No.34869
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063291
2711493 A34 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:07 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-hdZ8dpeTw_W D9JG?WJ3zOtOF28dGnYsDWsxZk?zEZmo
-1-0- 6-8-3 13-2-0 20-11-3 26-8-0 32-4-13 40-2-0 46-7-0 50-1-0
-0- 6-5-13 7-9-3 5-8-13 5-8-13 7-9-3 6-5-0 3-6-0
Scale=1:93.7
6x8= 4x4= 6x8=
3x4 11
6.00 F12 5 6 2930 7 8
4x4 i 7x8
4 9
31
7x8 2 o
28 5x8-- q
3 10 6x8=
11
ST1.5x8 STP=
a
0 15 0
t0 12 34 19 35 18 17 16 N
32 4x4= 4x4= N
24 23 22 21 Sx6 14 13 12
4x6= 2x4 7x10= 3x4 11 4x8 7x8=
3x4 11
7x10=
50-1-0
- 13-2 20-1-0 A 267 2-84-3 492--0 46-57-0 46,11-00 36-83 -3 1-0 5 5- 13 7- 3 6--0 0 -2-0
Plate Offsets(X,Y)-- [2:0-1-4,Edge],[3:0-4-0,0-4-8],[9:0-4-0,0-4-8],[11:0-2-12,0-2-4],[12:0-3-12,0-4-8],[15:0-5-12,0-3-4],[20:0-4-8,0-3-8],[23:0-4-12,04-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.36 21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.57 19-20 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.41 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:421 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-11-1 max.):6-8.
5-22,10-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 1 Row at midpt 5-20
20-23,11-15:2x4 SP No.2,11-12:2x6 SP No.2 10-0-0 oc bracing:20-22,13-15
WEBS 1 Row at midpt 20-23,6-19,7-19,7-17,9-17,6-20
REACTIONS. (size) 2=0-8-0,12=Mechanical
Max Horz 2=479(LC 10)
Max Uplift 2=-1054(LC 12),12=-970(LC 12)
Max Grav 2=2517(LC 17),12=2397(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=4732/2449,34=-4073/2246,4-5=-4132/2350,5-6=4030/2455,6-7=-3439/2163,
7-8=-3122/2004,8-9=-3528/2106,9-10=-4565/2508,10-11=-5501/2960,
11-12=-2344/1272
BOT CHORD 2-24=-2207/4510,23-24=-2208/4507,19-20=-1540/3612,17-19=-1560/3575,
16-17=-2046/3992,15-16=-2658/4991,10-15=-99/487
WEBS 3-23=-755/494,4-23=-514/407,20-23=-1832/3890,6-19=-219/351,7-19=-145/363,
11'15—2494/4640,6-20—800/11546 7 -12431793,9-16=-32/484,10-16=-1008/666, `,```0
\3\11U
S l ,I ',,',
NOTES- *\G E•N S'•
1)Unbalanced roof live loads have been considered for this design. •• F•••, ��
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) * •:
20-11-3 to 324-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 49-104 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 1J
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 0•'. �(/
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R 10 Q:•'��,��
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 00 •. •••••
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �I� / •�` %
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=1054,12=970. Julius Lee PE No.34869
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063292
2711493 A35 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:09 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-e?hv2VfjSbmxOdPNdk5R51Tf4xJsFTsWzAOgouzEZmm
-0�0 7-9-0 15 4-0 20-11-3 , 26-8-0 32 4-13 , 38-0-9 , 43-8-4 49-4-0 53-4-0 5A-4i0
1-o b 7-9-05-7-3 5-8-135-7-12 5-7-12 5-7-12 1-0-
Scale=1:99.0
6x8= 2x4 6x8=
6.00 12 5 31 6 32 7
4x4 i 4x4
4 8
7x8 7x8
CT 30 9 33 0
29 3 34 2x4
ST1.5x8 STP= ST1.5x8 STP=
10
2
ro 1 1211 0
Io
� d
22 21 20 35 19 18 36 17 37 16 38 15 39 14 13
= =
4x6= 2x4 3x8= 4x8 3x6 3x8= 3x6= 4x8= 3x6= ST1.5x8 STP=4x6=
6x8= 6x8=
7-9-0 15-3-0 15 -0 20-11-3 26-8-0 32-4-13 40-10-6 49-4-0 53-4-0
7-9-0 7-6-05-7-3 5-8-13 5-8-13 8-5-10 8-5-10 4-0-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[9:0-4-0,0-4-8],[13:0-3-8,0-3-0],[20:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.22 14-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.36 14-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:391 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-7.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 3-20,4-20,5-19,5-17,6-17,7-17,8-16,
9-13
REACTIONS. All bearings 0-8-0 except Qt=length)20=0-6-0.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)11 except 2=-355(LC 12),20=-1005(LC 12),13=-803(LC 12)
Max Grav All reactions 250 lb or less at joint(s)11 except 2=614(LC 17),20=2734(LC 17),13=2134(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-653/431,3-4=-178/533,4-5=-825/708,5-6=-1145/962,6-7=-1145/962,
7-8=-1566/1073,8-9=-1920/1127,10-11=-1 43/252
BOT CHORD 2-22=-202/781,20-22=-203/778,19-20=-346/380,17-19=0/638,16-17=-288/1170,
14-16=-559/1471,13-14=-620/1423
WEBS 3-22=0/315,3-20=-1036/635,4-20=-1976/1110,4-19=-532/1324,5-19=-825/493,
5-17=-564/1059,6-17=-373/394,7-17=-485/190,7-16=-285/769,8-16=-550/462,
9-14=0/317,9-13=-2149/1083,10-13=-457/461
NOTES-
1)Unbalanced roof live loads have been considered for this design. `� • �j
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ♦♦� .••�G E N s••. �i.0
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) ♦♦ •• F ••. �.0
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for 34869
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 'O !c
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O; ;��:
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �i�'� Q;•• ♦♦
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) �j <0 R
2=355,20=1005,13=803. ��j / •• •�` ���
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063293
2711493 A36 Piggyback Base 4 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:10 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-6BFHFrgLDvuoOn_aBRcgeWOpALm1_vKfCgmDLKzEZml
_1
-0- 2-8-0 7-11-0 13-2-0 15-4-0 20-11-3 26-8-0 32-4-13 38-0-9 43-8-4 49-4-0 53-4-0 5-4
-0- 2-8-0 5-3-0 5-3-0 2-2-0 5-7-3 5-8-13 5-8-13 5-7-12 5-7-12 5-7-12 4-0-0 -0-
Scale=1:99.0
6x8= 2x4 11 6x8=
6.00 12 5 31 6 32 7
4x8 4x4
4 8
7x8 7x8
cT 9
0
3
29 30 33 34 2x4
ST1.5x8 STP=
ST1.5x8 STP= 10
2
0 1 11\1 In 0
12 IT
d
22 21 20 35 19 36 18 17 16 37 15 38 14 13
4x6=
2x4 I I 4x6 44= 48=46= 44= 4x6= 4x4= ST1.5x8 STP=
7x8= 5x6= 46=
2-8-0 15-3-0
2-5-0 7-11-0 13-0-0 13r4-0 15x1-0 20-11-3 26-8-0 32-4-13 40-10-6 4,9-4-0 53-4-0
2-5-0 0 0 0--0 5-7-3 5-8-13 5-8-13 8-5-10 8-5-10
0-3-0 1-11-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[9:0-4-0,0-4-8],[13:0-3-0,0-3-8],[20:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.10 14-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.17 14-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:439 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-7.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied.
4-20:2x6 SP No.2 WEBS 1 Row at midpt 3-20,4-20,5-19,5-18,6-18,7-18,8-16,
9-13
REACTIONS. All bearings 0-8-0 except Qt=length)20=0-6-0.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-327(LC 12),20=-1047(LC 12),13=-772(LC 12),
11=-116(LC 12)
Max Grav All reactions 250 lb or less at joint(s)11 except 2=613(LC 17),20=2742(LC 17),13=2032(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-611/362,3-4=-143/537,4-5=-813/667,5-6=-1144/935,6-7=-1144/935,
7-8=-1577/1055,8-9=-1969/1125
BOT CHORD 2-22=-182/764,20-22=-183/760,19-20=-378/446,18-19=0/644,16-18=-272/1190,
14-16=-552/1499,13-14=-634/1496
WEBS 3-22=0/328,3-20=-1026/630,4-20=-1982/1152,4-19=-579/1337,5-19=-828/526,
5-18=-581/1072,6-18=-373/394,7-18=-507/214,7-16=-297/792,8-16=-576/472,
9-14=0/265,9-13=-2006/1024,10-13=-436/446 `�I11111 II��
NOTES- ,�`us LF���I�I
1)Unbalanced roof live loads have been considered for this design. ,�� ••'�G E N g'•. �i�
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; �� •• F
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) No 34869
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
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 '��• O R Q Q:•'��,�
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Sl •. •• ••• �,�
7)Provide
mechanical lb upli jo nt connection
and others)
uplift truss t ring plate capable of withstanding 327 lb uplift at joint 2,1047 lb uplift at
joint s�0 N A��?���
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063294
2711493 A37 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:11 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-aOpfTBhz_DOfewZml88vBjY_xl52j PvpRUVmtnzEZmk
--0- 7-9-0 15-4-0 20-11-3 29-3-12 32-4-13 39-0-0 46-1-0 53-4-0 5-4
-0. 7-9-0 7-7-0 5-7-3 8-4-9 3-1-1 6-7-3 7-1-0 7-3-0 -0-
Scale=1:100.1
6x8= 3x4 11 6x8=
6.00 12 5 33 6 34 7
4x4 i
4 5x6
8
7x8
32
35 7x8 o
31 3 936
ST1.5x8 STP IT ST1.5x8 STP=
2 16 14
10 O
0
1 8 15 7x10=i9 11 Im N
4x4=
22 21 Lk 20 37 19 18 17 13 12
= 4x6=
4x6= 2x4 4x6 4x8= 3x4 11 ST1.5x8 STP= 4x4=
6x8= 7x10= 3x10 11
2x4 11
2x4 11
29-3-12
7-9-0 15-3-0 15x1-0 20-11-3 26-8-0 $8-3-U 32-4-13 39-oA 39r4-0 46-1-0 53-4-0
7-9-0 -0 5-7-3 5-8-13 -7-12 3-1-1 6-7-3 0 6-9-0
1-0-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[9:0-4-0,0-4-8],[14:0-5-12,0-4-0],[16:0-4-12,0-3-8],[20:0-3-8,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.05 17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 17 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:443 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(6-0-0 max.):5-7.
6-18,8-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 1 Row at midpt 6-16
4-0-0 oc bracing:13-14
10-0-0 oc bracing:16-18
WEBS 1 Row at midpt 3-20,4-20,5-19,7-15
REACTIONS. All bearings 0-8-0 except Ot=length)20=0-6-0.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-349(LC 12),13=-682(LC 12),
10=-372(LC 12),20=-828(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=651(LC 17),13=1970(LC
18),10=730(LC 18),20=2267(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-700/427,3-4=-178/453,4-5=-545/559,5-6=-753/664,6-7=-754/664,7-8=-816/588,
8-9=0/260,9-10=-809/505
BOT CHORD 2-22=-198/856,20-22=-199/853,19-20=-307/394,6-16=-373/387,15-16=0/672,
14-15=-220/349,13-14=-1879/971,8-14=-1359/818,10-12=-240/646 `%J1111111111�'
WEBS 3-22=09/237,
16-19=/49 480,5-16=325, 3201/3646,7-0161 1011/2 3,71 5=3264/2 5 81 5=222/894, �� �)�jus CFF,,I�i
12-14=-256/686,9-14=-896/604 `�� •' D E N S'
NOTES-
No 34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for 17 t
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �(J
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .*� •'
to the use of this truss component. �� ,• O R`Q P,•'��,�
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide IS�ON A'1�``,,
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 349 lb uplift at joint 2,682 lb uplift at Julius Lee PE No.34869
joint 13,372 lb uplift at joint 10 and 828 lb uplift at joint 20. MiTek USA,Inc.FL Cert 6634
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063295
2711493 A38 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:13 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-W mxPutiDWgGMtEj8sZANG8eJ WYjq BJx5uo_txfzEZmi
-�-0.0 4-3-0 , 8-4-0 , 13-2-0 20-11-3 , 26-8-0 , 32-4-13 39-4-0 46-3-0 53 4-0 51-4t0
1'-o b 4-3-0 4-1-0 4-10-0 7-9-3 5-8-13 5-8-13 6-11-3 6-11-0 1-0-
Scale=1:100.1
6.00 F12 6x8 2x4 6x8=
6 31 7 32 8
7x8
5x6
5 9
5x8 i
4 30
33 7x8 o
2x4 29 10
34
ST1.5x8 STP= 3 ST1.Sx8 STP=
2 1 15
7x10= 1119
c 1 3x6= 20 19 18 35 17 36 16 12 Im N
4x4= 4x4=4x6— 4x8= 4x4=
22 — 14 13
ST1.5x8 STP= 4x6=
4x6= 7x8= ST1.Sx8 STP= 4x4=
4x6 11
8-4-0 13-2-0 20-11-3 26-8-0 32-4-13 39-4-0 46-3-0 53-4-0
8 4-0 4-10-0 7-9-35-8-13 6-11-3 6-11-0 7-1-0
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[10:0-4-0,0-4-8],[14:0-4-8,0-0-0],[15:0-5-12,0-4-0],[22:0-4-0,0-4-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.06 19-20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.11 19-20 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:422 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except` 2-0-0 oc purlins(6-0-0 max.):6-8.
9-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 3-8-0 oc bracing:14-15
5-4-0 oc bracing:21-22
WEBS 1 Row at midpt 5-19,6-17,7-17,8-16
REACTIONS. All bearings 0-8-0.
(lb)- Max Horz 2=531(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-286(LC 12),14=-870(LC 12),11=-376(LC 12),22=-731(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 2=452(LC 18),14=2257(LC 18),11=747(LC 18),
22=2169(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-585/404,3-4=-490/482,4-5=-1500/989,5-6=-1525/1051,6-7=-1241/1039,
7-8=-1241/1039,8-9=-1130/821,10-11=-862/524
BOT CHORD 2-22=-210/393,21-22=-1846/905,4-21=-1 755/909,19-20=-512/1586,17-19=-296/1504,
16-17=-71/1013,15-16=-175/329,14-15=-2160/1194,9-15=-1642/1044,11-13=-263/696
WEBS 3-22=-430/327,4-20=-678/1678,5-20=-427/369,5-19=-137/252,6-19=-50/349,
8 17=-3961716,8-16=426/338,9-16=-464/1229,13-15=-281/735,
10-15—890/603 ,, , ........
NOTES-
1)Unbalanced roof live loads have been considered for this design. N 34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '�{{
to the use of this truss component. Q �4J
4)Provide adequate drainage to prevent water ponding. �i�'��• O R,Q
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j
6)*This truss has been desined will fit between the bottoms herd r a live other ofmembers,0.Opsf on the bottom with BCDL O.rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ON
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 286 lb uplift at joint 2,870 lb uplift at
joint 14,376 lb uplift at joint 11 and 731 lb uplift at joint 22. Julius Lee PE No.34869
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063296
2711493 A39 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:14 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-_zUo5DjsH80DVOILQHhcoMAU Iy8KwnsF7SkRU5zEZmh
-1-0 o 4-3-0 , 8-4-0 , 13-2-0 20-11-3 26-8-0 32-4-13 , 39-4-0 46-3-0 , 52-9-0
1-� 4-3-0 4-1-0 4-10-0 7-9-3 5-8-13 5-8-13 6-11-3 6-11-0
Scale:1/8"=1'
6.00 12 6x8 2x4 11 6x8=
6 30 7 31 8
7x8 i
5x8
5 9
5x8 32
29 7x8-
4 o0
2x4 28 10
33
3
ST1.5x8 STP=
m 12 0 14 7x10= o
�j 3x6= 19 18 17 34 16 35 15 Im N
0 4x4= 4x4= 4x6 4x8= 4x4= d
21 = 13 12
4x6 7x8=
ST1.5x8 STP= ST1.5x8 STP 4x4 4x6=
= = =
3x10 11
8-4-0 13-2-0 20-11-3 26-8-0 32-4-13 39 4-0 46-3-0 52-9-0
8-4-0 4-10-0 7-9-3 5-8-13 5-8-13 6-11-3 6_ 1_
6-6-0
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[10:0-4-0,0-4-8],[14:0-8-0,044],[21:0-4-0,04-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.06 18-19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 18-19 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:421 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(6-0-0 max.):6-8.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
5-0-0 oc bracing:13-14
5-5-0 oc bracing:20-21
WEBS 1 Row at midpt 5-18,6-16,7-16,8-15
REACTIONS. All bearings 0-8-0 except Qt=length)11=Mechanical.
(lb)- Max Horz 2=515(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-257(LC 12),13=-885(LC 12),11=-256(LC 12),21=-759(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 2=448(LC 18),13=2246(LC 18),11=633(LC 18),
21=2157(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-578/363,3-4=476/458,4-5=-1507/960,5-6=-1526/1035,6-7=-1241/1025,
7-8=-1241/1025,8-9=-1131/806,10-11=-772/448
BOT CHORD 2-21=-218/394,20-21=-1 833/937,4-20=-1743/941,18-19=-561/1576,16-18=-357/1488,
15-16=-109/993,14-15=-172/286,13-14=-2137/1205,9-14=-1660/1074,11-12=-272/602
3/352,
WEBS 8-16=396/722,8-15=-429/34339 159-482/1245,182-14=4 1 55 287/618,10-14810/576 ` ���jus CF�I����i
NOTES- ,� •• �G E Ng'•
1)Unbalanced roof live loads have been considered for this design. �� •• F••••
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; No 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 324-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 52-9-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. •�C/,4%
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' • O R Q Q:••��,�
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Ij ll�/ •••• •�` 1�
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 257 lb uplift at joint 2,885 lb uplift at
joint 13,256 lb uplift at joint 11 and 759 lb uplift at joint 21. Julius Lee PE No.34869
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063297
2711493 A40 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:16 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-xLcYW ul6plexkiSjXij4unGpdmgROeVYamDXY_zEZmf
-�-0 0 4-3-0 8-4-0 , 13-2-0 20-11-3 26-8-0 31-7-4 32 4-13 38-3-6 , 44-2-0 50-4-12 52-9-0,
1'-0- 4-3-0 4-1-0 4-10-0 7-9-3 5-8-13 4-11-4 0-9- 5-10-10 5-10-10 6-2-12 2 4-4
Scale=1:98.8
6.00 12 6x8 2x4 11 6x8=
6 32 33 7 34 35 8
7x8 i 7x8
9
5
5x8 31 gg 4x8
4 30 10 0
0
J 5x6
2x4 =
6x8=
ST1.5x8 STP= 3 11 12
2 5 20 O
0 1 O
ccj 3x6= 24 23 22 37 21 38 6x8 N
4x4= 4x8=
26 4x6= 19 18 17 16 15 14 13
4x6
7x8= ST1.5x8 STP= 4x4= 2x4 4x8= 4x6= 3x4
=
7x8= 4x4=
8 4-0 13-2-0 20-1 1-3 26-8-0 31-7-4 32 -13 38-3-6 44-1-0 44 -0 50-4-12 52-9-0
8 4-0 4-10-0 7-9-3 5-8-13 4-11 4 0-9- 5-10-10 5-9-10 0- -0 6-2-12 2 4-4
Plate Offsets(X,Y)-- [5:04-0,0-4-8],[6:0-54,0-3-0],[8:0-54,0-3-0],[9:04-0,0-4-8],[15:04-0,0-4-12],[20:0-5-8,0-3-0],[26:04-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.08 21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 23-24 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.04 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:439 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(5-8-15 max.):6-8,11-12.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied. Except:
10-15:2x6 SP No.2 5-2-0 oc bracing:25-26
WEBS 1 Row at midpt 5-23,7-21,8-18,9-17
REACTIONS. All bearings 0-8-0 except Qt=length)13=Mechanical,15=0-6-0.
(lb)- Max Horz 2=484(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)13 except 2=-219(LC 12),26=-860(LC 12),15=-1037(LC 12)
Max Grav All reactions 250 lb or less at joint(s)13 except 2=425(LC 18),26=2326(LC 17),15=2573(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-526/306,3-4=431/443,4-5=-1696/1110,5-6=-1799/1282,6-7=-1634/1343,
7-8=-1634/1343,8-9=-1648/1229,9-1 0=-1 070/770,10-11=-308/589
BOT CHORD 2-26=-204/369,25-26=-2006/1189,4-25=-1911/1189,23-24=-895/1726,21-23=-739/1712,
20-21=-560/1418,15-17=484/349
WEBS 3-26=-426/328,4-24=-1078/1861,5-24=-500/528,6-23=-19/304,6-21=-196/288,
7-21=-358/436,8-21=-373/573,9-20=-313/820,9-17=-1078/801,10-17=-931/1639,
10-15=-2182/1443,11-15=-587/326,17-20=-410/853
NOTES-
1)Unbalanced roof live loads have been considered for this design. `� • �j
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ♦♦� .••�G E N s••. �i.0
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) ♦♦ •• F ••. 0
20-11-3 to 30-11-3,Interior(1)30-11-3 to 324-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)424-13 to 52-7-4 zone;C-C for � 34869
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 'O
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O; ; :
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. O R`Q N�,♦♦
7)Refer to girder(s)for truss to truss connections. . ••••
8)2=219e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb)6=860,151037. ,��O N A�-�?�`�,
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �11111�111%
sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063298
2711493 A41 PIGGYBACK BASE GIRDE 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:18 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-tkklxamMLMufz?c6f7mYzCLDgZY9shWg24iedtzEZmd
--0 4-3-0 8-4-0 13-2-0 20-11-3 26-8-2 30-1%0 3-4-1 38-3-6 44-2-0 48-4-12 53-5-2 58-9-0
1-0- 4-3-0 4-1-0 4-10-0 7-9-3 5-8-13 4-2-0 -6-1 5-10-10 5-10-10 4-2-12 5-0-6 5-3-14
Scale=1:109.6
6.00 12 6x8 2x4 6x8=
6 34 7 8
7x8 i 7x8
9
5
5x8 i 4x4
0
2x4 4 10 6x8= 4x8= 3x4 11 q
ST1.Sx8 STP=
11 12 13
3
2 35 37 �919N
7 2 M 3x6= 26 25 24 38 23 312
0 4x4= 4x4= 4x8= 18 40 41 42
28 4x6= 21 20 19 17 16 15 14
46—_ ST1.5x8 STP= 2x4 11 4x8= 46= 44= 2x4 11 44=
6x8= 2x4 11 4x4=
6x8=
8-4-0 13-2-0 20.11-3 26-8-0 30-10.0 3i2-4-1$ 38-3-8 44-1-0 44 -048-4-12 53-5-2 58-9-0
8-4-0 4-10-0 7-9-3 5-8-13 4-2-0 -6-1 5-10.10 5-9-10 0--0 4-2-12 5-0-6 5-3-14
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[9:0-4-0,0-4-8],[22:0-5-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.04 21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.07 21 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(CT) 0.02 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:971 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-8,11-13.
29-30:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 cc bracing:26-27,17-19,16-17.
6-0-0 cc bracing:27-28
REACTIONS. All bearings 0-8-0 except Qt=length)14=Mechanical,17=0-6-0.
(lb)- Max Horz 2=-463(LC 6)
Max Uplift All uplift 100lb or less atjoint(s)except 14=-367(LC 5),2=-194(LC 25),28=-892(LC 25),17=-1191(LC
8)
Max Grav All reactions 250 lb or less at joint(s)except 14=701(LC 30),2=414(LC 14),28=2351(LC 13),
17=2921(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-497/209,3-4=-398/430,4-5=-1741/768,5-6=-1849/886,6-7=-1703/929,
7-8=-1703/929,8-9=-1747/843,9-1 0=-1 095/550,10-11=-330/786
BOT CHORD 2-28=-174/361,27-28=-2032/818,4-27=-1943/826,24-26=-528/1755,23-24=-409/1736,
22-23=-345/1484,17-19=-668/339,15-16=-445/777,14-15=-445/777
WEBS 3-28=-430/256,4-26=-664/1927,5-26=-518/358,6-24=0/306,6-23=-115/339,
10-19—657/1 8831,10-17212286/1029,11-17 793/406,611116—1 1/532,12 16=-851/448, ``,,"„"',,
12-15=0/324,12-14=-817/473,19-22=-295/908 ���
' GENg'•
NOTES- • �� F•'•, �.0
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 34869 0
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 'fl 'c
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 0 ,�44/:
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; < O R\ P'•'��,�
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 stS ••••••• `
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific / ��
to the use of this truss component. ,it O N A',,` 0
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
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 MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
9)Refer to girder(s)for truss to truss connections. Date:
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 367 lb uplift at joint 14,194 lb uplift at May 25,2021
Contlair"oRP#eLlPlift at joint 28 and 1191 lb uplift at joint 17.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063298
2711493 A41 PIGGYBACK BASE GIRDE 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:19 2021 Page 2
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-Lwlh8wn_6gOWb9AIDgHnVPuOPztOb8m_HkRB9JzEZmc
NOTES-
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 165 lb up at 54-11-4,and 180 lb down and 165 lb up
at 56-11-4 on top chord,and 105 lb down and 106 lb up at 52-10-8,and 54 lb down at 54-11-4,and 54 lb down at 56-11-4 on bottom chord. The design/selection of
such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-60,6-8=-60,8-11=-60,11-13=-60,28-31=-20,22-27=-20,14-21=-20
Concentrated Loads(lb)
Vert:36=-79(F)37=-79(F)40=-105(F)41=-41(F)42=-41(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063299
2711493 A42 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:20 2021 Page 1
ID:1GUe3uOMODF17dF2MaL?wAz22s2-p7s3MGocs 8NDJIVmXo02dQVfNBPKRb7VOBlhlzEZmb
- 8-4- 13-2- 271133 680 30-1%0 -4-1 383--160 54-42--100 64-1 56-05--62 8-39-1-0-0 4 4 9 42 64- -1-0 2-21 0 43 10 10
Scale=1:107.6
6.00 12 6x8=
2x4 11 6x8=
6 36 37 7 38 8
7x8 i 4x4
9
5 4x8
5x8 i 35 39 4x8= 3x4 o
2x4 4 34 10 6x8= q
ST1.5x8 STP= 11 12 13
3 40 0
2 0
9 23 2 r Io
1 1 3x6= 28 27 26 42 25 N
0 4x4= 4x4= 4x8=
30 4x6= 24 21 20 19 18 17 16 15 14
4x6—_ ST1.5x8 STP= 3x4 11 5x8= 4x6= 4x4= 2x4 11 4x4=
7x8= 2x4 11 7x8=
6x8=
46-4-12
8-4-0 13-2-0 20-11-3 1 26-8-0 30-10-0 $2-4-1� 38-3-6 44-1-0 44.g-0 52-5-2 58-9-0
8-4-0 4-10-0 7-9-3 5-8-13 4-2-0 -6-1 5-10-10 5-9-10 0-1-('
6-3-14
2-2-12
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[17:0-4-0,0-4-12],[22:0-5-8,0-3-0],[30:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.08 24 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.13 26-28 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:496 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(5-9-8 max.):6-8,11-13.
21-23:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 5-2-0 oc bracing:29-30
10-17:2x6 SP No.2 WEBS 1 Row at midpt 7-25,8-20,9-19
REACTIONS. All bearings 0-8-0 except(jt=length)14=Mechanical,17=0-6-0.
(lb)- Max Horz 2=-442(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 14=-228(LC 9),2=-163(LC 12),30=-915(LC 12),17=-1098(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 14=441(LC 24),2=406(LC 18),30=2298(LC 17),
17=2661(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-484/183,3-4=-374/401,4-5=-1693/1054,5-6=-1783/1249,6-7=-1609/1321,
7-8=-1609/1321,8-9=-1631/1197,9-10=-1019/708,10-11=-355/610,11-12=-208/253
BOT CHORD 2-30=-218/366,29-30=-1977/1243,4-29=-1883/1242,26-28=-969/1691,25-26=-834/1667,
23-25=-646/1365,22-23=-624/1360,17-19=-520/337,16-17=-268/214,15-16=-224/391,
14-15=-224/391 ,,t11111111ll,�'
WEBS 3-30=-425/332,4-28=-1137/1829,5-28=-488/550,6-26=-3/312,6-25=-202/279,
7-25=-359/437,8-25=-389/564,20-22=0/255,9-22=-344/835,9-19=-1133/852,
10-19=-987/1694,10-17=-2065/1357,11-17=-473/261,11-16=-189/474,12-16=-729/479, ,�� •'�G E•N
12-15=0/270,12-14=-421/245,19-22=-459/842 •••� F•••, ��
NOTES- •
34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) 17 �^
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 58-7-4 zone;C-C for dAPWO -(/Z.
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 '. �(/1%'*
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific %'� O R`Q Q;••\�,,�
to the use of this truss component. �j G
4)Provide adequate drainage to prevent water ponding. � �Q N AL
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I���/1111111�`�
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Julius Lee PE No.34869
7)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 lb uplift at joint 14,163 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 2,915 lb uplift at joint 30 and 1098 lb uplift at joint 17. Date:
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum May 25,2021
Cortthe_eAfth 09gWplied directly to the bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063299
2711493 A42 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:20 2021 Page 2
ID:1 GUe3u0MODF17dF2MaL?wAz22s2-p7s3MGocs_8NDJIVmXo02dQVfNBPKRb7VOBlhlzEZmb
NOTES-
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063300
2711493 A43 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:22 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-IVzpnyptObP5SdvtuygU72VrABpZoP7QzigsmezEZmZ
1-0 0 4-3-0 8-4-0 , 13-2-0 20-11-3 26-8-0 , 30-10-0 3z-4-13 38-4-12 44-4-12 51-5-2 58-9-0
1'-0-0 4-3-0 4-1-0 4-10-0 7-9-3 5-8-13 4-2-0 6-1 6-0-0 6-0-07-3-14
Scale=1:104.3
6.00 F12 6x8 2x4 11 6x8=
6 35 36 7 37 8
7x8 4x4
9
=
5x8� 34 5 7x10 38 2x4 11 5x6=
4 33 10 11 12 00
2x4 39 40
3 0
2
0
5 0 O
1 3x6= 24 23 22 41 21 4 IN
0 3x6= 3x6= 3x8=
27 26 4x8= 19 18 17 16 15 14 13
4x6— 6x8 2x4 11 5x8= 3x8= 3x8= 3x4 11
2x4 11 3x6 11
5x8=
8 4-0 13-2-0 20-11-3 26-8-0 30-1%0 3 -4-13 38-4-12 44-4-0 44- -12 51-5-2 58-9-0
8 4-0 4-10-0 7-9-3 5-8-13 4-2-0 -6-1 6-0-0 5-11-4 0-0-12 7-0-6 7-3-14
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[10:0-2-12,0-3-8],[20:0-5-8,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.24 22-24 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.06 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:444 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and
BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(5-7-13 max.):6-8,10-12.
4-27:2x6 SP No.2,28-29:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 5-1-0 oc bracing:25-27
10-15:2x6 SP No.2 WEBS 1 Row at midpt 8-18,9-17,10-17,7-21
REACTIONS. All bearings 8-4-0 except(jt=length)13=Mechanical,15=0-6-0.
(lb)- Max Horz 2=-422(LC 10)
Max Uplift All uplift 100 lb or less atjoiri except 13=-247(LC 9),2=-128(LC 12),27=-944(LC 12),15=-1070(LC
12)
Max Grav All reactions 250 lb or less at joint(s)except 13=452(LC 24),2=403(LC 18),27=2356(LC 17),
27=1785(LC 1),15=2678(LC 18),2=345(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-484/156,3-4=-367/371,4-5=-1725/1002,5-6=-1838/1220,6-7=-1690/1294,
7-8=-1690/1294,8-9=-1754/1181,9-1 0=-1 065/664,10-11=-326/208,11-12=-326/208,
12-13=-378/310
BOT CHORD 2-27=-215/374,25-27=-2009/1278,4-25=-1936/1292,22-24=-984/1704,21-22=-869/1700,
20-21=-696/1460,15-17=-567/350,14-15=-449/276 %%%J111111iiiii'
WEBS 9-20=363/903,9-17=-1227/890010-17=-1056/1822,10-05—2447/1550/10414=-546/900, ,```��,���US LF����j'
11-14=-472/512,12-14=-240/358,17-20=-521/923,6-21=-201/334,7-21=-359/436, ,�� • G E•N S'
8-21=-365/515 ••� F•�•,
NOTES- •
34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) 17 �^
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 58-7-4 zone;C-C for dA it/
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 '. 40 1%'*
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific %'� O R`Q Q;•,\�,,�
to the use of this truss component. 0 G
4)Provide adequate drainage to prevent water ponding. ' � �Q N AL
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Iiii11111j1���
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Julius Lee PE No.34869
7)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 13,128 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 2,944 lb uplift at joint 27,1070 lb uplift at joint 15 and 128 lb uplift at joint 2. Date:
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum May 25,2021
Cortthe_eAfth 09gWplied directly to the bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063300
2711493 A43 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:22 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-IVzpnyptObP5SdvtuygU72VrABpZoP7QzigsmezEZmZ
NOTES-
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063301
2711493 A44 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:24 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-iu5aBer7wCfoiw3G?NtyCTb8y_avGGrjQ?9ygWzEZmX
--0 4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-10-0 3-4-1 37-4-12 42-4-12 4-2- 48-6-0 52-10-0 -2- 58-9-0
1-0- 4-5-12 4-2-4 4-6-0 7-9-3 5-8-13 4-2-0 -6-1 5-0-0 5-0-0 1-9-4 4-4-0 4-4-0 -4- 4-7-0
Scale=1:111.0
6.00 12 6x8- 2x4 11 6x8=
6 41 42 7 43 8
4x4L 3x6 11
7x8- 9 2x4 II 7x10=
6x8= 4x8= 3x4 11
5
4x6 i 40 10 11 12 13 14
4 II q
4x4 44 5 17
5x12
ST1.5x8 STP-3 46
2
27 6
1 33 32 31 30 47 29 4 18 ININ
0 34
10x12= 46= 6x8= 4x6= 4x8 22
=
3x6 11 28 25 24 23 21 20 19
3x6 11
6x8= 6x8= 4x6= 3x6 11 5x8
3.00 F12 10x12-
3x6 11
8x10-
44-2-0
4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-10-0 3y4-1 37-4-12 42-4-12 p4-1-q 48-6-0 52-1%0 58-9-0
4-5-12 4-2-47-9-3 5-8-13 4-2-0 -6-1 5-0-0 5-0-0 1-8-4 4-4-0 4-4-0 5-11-0
0-1-0
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[15:0-5-12,0-3-8],[18:0-3-4,Edge],[21:0-6-0,0-6-4],[26:0-4-8,0-4-0],[33:0-6-0,0-6-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.31 32-33 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.44 32 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.20 21 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:552 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins,
BOT CHORD 2x8 SP 240OF 2.0E*Except* except end verticals,and 2-0-0 oc purlins(5-4-11 max.):6-8,10-17,
25-27:2x4 SP No.3 13-19,15-16.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
11-21:2x6 SP No.2 WEBS 1 Row at midpt 5-30,6-29,7-29,8-29,8-24,9-23,10-23,
10-21,12-21
JOINTS 1 Brace at Jt(s):15
REACTIONS. (size) 18=Mechanical,2=0-8-0,21=0-6-0
Max Horz 2=-449(LC 10)
Max Uplift 18=-311(LC 21),2=-813(LC 12),21=-1672(LC 12)
Max Grav 18=126(LC 11),2=1982(LC 17),21=3815(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-6304/3306,3-4=-6349/3437,4-5=-4225/2435,5-6=-2506/1588,6-7=-1815/1347,
7-8=-1815/1347,8-9=-1390/932,9-10=-452/272,10-11=-1 287/2233,11-12=-1287/2233,
15-19=-130/345,13-15=-291/284,15-16=-360/1071,16-18=-394/1086
BOT CHORD 2-34=-3216/6037,33-34=-3267/6121,32-33=-3107/5811,30-32=-2155/3982,
29-30=-1090/2329,27-29=-385/1165,26-27=-388/1165,21-23=-1558/1060,
20-21=-1 294/812,19-20=-969/505,18-19=-945/478 ,%%%J111111/11��
WEBS 4-33=-806/1690,4-32=-2071/1080,5-32=-430/1248,5-30=-1937/1243,6-30=-563/1266,
6-29=-713/403,7-29=-380/475,8-29=-854/1365,8-26=-809/632,9-26=-730/1545,
9-23=-1849/1183,10-23=-1450/2565,10-21=-2093/1303,11-21=-322/299, ,�� •'�G E•IV S' �i�
12-21=-1454/1092,12-20=-258/241,12-15=-720/1542,15-20=-545/820,23-26=-13/333, •••� F•�•, ��
14-16=-72/466 34869
�_
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 8-9-12,Interior(1)8-9-12 to 20-11-3, 4%
Exterior(2R)20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 42-4-12,Interior(1)42-4-12 to 55-8-0,
Exterior(2E)54-0-4 to 58-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip i, O Q
R`
DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '�����
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Refer to girder(s)for truss to truss connections. Date:
8)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify May 25,2021
Cor(t8pAft*f0aWi0g surface.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063301
2711493 A44 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:24 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-iu5aBer7wCfoiw3G?NtyCTb8y_avGGrjQ?9ygWzEZmX
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 311 lb uplift at joint 18,813 lb uplift at joint 2 and 1672 lb uplift at joint 21.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063302
2711493 A45 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:26 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-eGDKcJtNSgvWxEDe7ovQlugUboFUk9ZOuJe3vPzEZmV
--0 4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-10-0 3-4-1 40-4-12 44-2-0 48-6-0 52-10-0 -2- 58-9-0
1-0- 4-5-12 4-2-4 4-6-0 7-9-3 5-8-13 4-2-0 -6-1 7-11-15 3-9-4 4-4-0 4-4-0 -4- 4-7-0
Scale=1:111.0
6.00 12 6x8- 2x4 11 6x8=
6 40 41 7 42 8 3x6 11
7x8- 7x10=
6x8= 2x4 11 4x8= 3x4 I
5 9 10 11 12 13
4x6 39
4 43 16 0
5x12 4x4 i 4 3x6
cT ST1.5x8 STP-3
45
2
1 32 31 30 29 46 28 4 17 IN IN
0 33
10x12= 46= 6x8 4x6= 4x8 21
=
=3x6 11 27 24 23 22 20 19 18
3x6 I I
6x8= 4x6= 3x6 11 5x8
3.00 F12 3x8 11 46- 10x12-
8x10-
44-2-0
4-5-12 8-8-0 13-2-0 20-11-3 28-8-0 30T10-0 3i2-4-1� 40-4-12 44-1-0 48-6-0 52-10-0 58-9-0
4-5-12 42-0 4-6-0 7-9-3 5-8-13 4-2-0 -8-1 7-11-15 3-8-4 0-1-0 4-4-0 4-4-0 5-1 No
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[9:0-5-4,0-3-8],[14:0-5-8,0-3-8],[17:0-3-4,Edge],[20:0-6-0,0-64],[25:04-8,04-0],[32:0-6-0,0-6-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.30 31-32 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.43 31 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.18 20 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:557 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins,
BOT CHORD 2x8 SP 240OF 2.0E*Except* except end verticals,and 2-0-0 oc purlins(5-7-2 max.):6-8,9-16,
24-26:2x4 SP No.3 12-18,14-15.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
10-20:2x6 SP No.2 WEBS 1 Row at midpt 5-29,6-28,7-28,8-28,8-23,9-25,9-20,
11-20,22-25
JOINTS 1 Brace at Jt(s):14
REACTIONS. (size) 17=Mechanical,2=0-8-0,20=0-6-0
Max Horz 2=429(LC 10)
Max Uplift 17=-416(LC 17),2=-788(LC 12),20=-1747(LC 12)
Max Grav 17=89(LC 11),2=1951(LC 17),20=3986(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-6181/3233,34=-6207/3355,4-5=-4117/2355,5-6=-2418/1509,6-7=-1708/1248,
7-8=-1708/1248,8-9=-1295/780,9-10=-1261/2126,10-11=-1261/2126,14-18=-145/350,
12-14=-267/295,14-15=-509/1312,15-17=-524/1305
BOT CHORD 2-33=-3213/5910,32-33=-3263/5992,31-32=-3096/5670,29-31=-2144/3870,
28-29=-1081/2235,26-28=-349/1058,25-26=-384/1106,20-22=-893/725,
19-20=-1257/820,18-19=-1146/615,17-18=-1132/593
WEBS 4-32=-805/1659,4-31=-2038/1082,5-31=433/1230,5-29=-1917/1242,6-29=-565/1267,
6-28=-764/455,7-28=-360/439,8-28=-853/1336,23-25=0/455,8-25=-889/824,
11-14 1806/1673,14-190/342/674254, 022-257/872/0706,13-15�784571-20=-1496/1105, ♦,,♦� •.• G E ICI5+�.�••
NOTES-
1)Unbalanced roof live loads have been considered for this design. 34869
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 8-9-12,Interior(1)8-9-12 to 20-11-3,
Exterior(2R)20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 40-4-12,Interior(1)40-4-12 to 55-8-0, O
Exterior(2E)54-0-4 to 58-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �j� 0 R
to the use of this truss component. � G
4)Provide adequate drainage to prevent water ponding. , I�'11111 A;,;%��,,
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 Julius Lee PE No.34869
will fit between the bottom chord and any other members,with BCDL=10.Opsf. MiTek USA,Inc.FL Cert 6634
7)Refer to girder(s)for truss to truss connections. 6904 Parke East Blvd.Tampa FL 33610
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Date:
capacity of bearing surface. May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063302
2711493 A45 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:26 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-eGDKcJtNSgvWxEDe7ovQlugUboFUk9Z0uJe3vPzEZmV
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 17,788 lb uplift at joint 2 and 1747 lb uplift at joint 20.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063303
2711493 A46 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:28 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-afL41?ue_R9EAYM 1 EDxuNJlgVbn7C4QJLd7AzHzEZmT
--0 4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-10-0 3-4-1 38-4-12 44-2-0 48-6-0 52-1%0 -2- 58-9-0
1-0- 4-5-12 4-2-4 4-6-0 7-9-3 5-8-13 4-2-0 -6-1 5-11-15 5-9-4 4-4-0 4-4-0 -4-
Scale=1:113.3
6.00 12 6x8- 2x4 11 6x8=
6 40 41 7 42 8 3x6 II
7x8 i 6x8= 2x4 7x8= 3x4 11
9 10 11 12 13
5
4x6 i 39 43 Lx4
o
4x4 i 4 q
ST1.5x8 STP=2
26 5 0
1 32 31 30 29 46 28 4 17 16 I4
0 33 7x8=
2x4 1 4x4= 5x6= 4x4= 4x8 27 24 23 22 48 21 20 19 18 0
5x8 3x6 11 4x6= 6x8= 4x6= 3x6 11 5x8
3.00 12 10x12=
3x8 I I
6x8=
4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-1%0 3-4-1 38-4-12 44-1-0 44 -048-6-0 52-1%0 58-9-0
4-5-12 4-2-4 4-6-0 7-9-3 5-8-13 4-2-0 -6-1 5-11-15 5-8-4 0--0 4-4-0 4-4-0 5-11-0
Plate Offsets(X,Y)-- [2:0-4-0,Edge],[5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[9:0-5-4,0-3-4],[11:0-4-0,0-4-8],[14:0-5-8,0-3-8],[17:0-4-4,Edge],[20:0-6-0,0-6-4],
[25:0-5-8,0-3-0],[32:0-4-0,0-5-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.35 31-32 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.50 29-31 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.24 20 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:543 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-8,9-16,
24-26:2x4 SP No.3,21-27,17-21:2x8 SP 240OF 2.0E 12-18,14-15.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
10-20:2x6 SP No.2 WEBS 1 Row at midpt 5-29,6-28,7-28,8-28,8-23,9-25,11-20
2 Rows at 1/3 pts 9-20
JOINTS 1 Brace at Jt(s):14
REACTIONS. (size) 17=Mechanical,2=0-8-0,20=0-6-0
Max Horz 2=-408(LC 10)
Max Uplift 17=-691(LC 17),2=-742(LC 12),20=-1901(LC 12)
Max Grav 17=130(LC 12),2=1871(LC 17),20=4414(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5776/2998,3-4=-5753/3105,4-5=-3811/2167,5-6=-2178/1346,6-7=-1443/1068,
7-8=-1443/1068,8-9=-990/579,9-10=-1400/2364,10-11=-1400/2364,14-18=-157/368,
12-14=-304/330,14-15=-792/1896,15-17=-813/1901
BOT CHORD 2-33=-3056/5487,32-33=-3092/5546,31-32=-2946/5274,29-31=-2037/3578,
28-29=-997/2005,26-28=-210/750,25-26=-224/783,20-22=-681/603,19-20=-1463/956,
18-19=-1681/875,17-18=-1666/852 ,��` vL�Us
WEBS 4-32=-750/1529,4-31=-1 934/1053,5-31=-427/1187,5-29=-1852/1219,6-29=-548/1240, `� J
41,
9-25=-18078/1943,9822-10/26589-20=92694/12588310-0/4380 357 1133, 0 0/91725/1232, ���,, ;••�\G E N SF•••. ',���
11-19=-251/159,11-14=-1109/2194,14-19=-168/453,22-25=-667/608,13-15=-61/437 34869
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 8-9-12,Interior(1)8-9-12 to 20-11-3, �(/
Exterior(2R)20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 38-4-12,Interior(1)38-4-12 to 55-8-0, �O �/,�
Exterior(2E)54-0-4 to 58-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ;� O R`Q
DOL=1.60 G
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific /O N AL
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Refer to girder(s)for truss to truss connections. Date:
8)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify May 25,2021
Cor(t8pAft*f0aWi0g surface.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063303
2711493 A46 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:28 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-afL41?ue_R9EAYM 1 EDxuNJlgVbn7C4QJLd7AzHzEZmT
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 691 lb uplift at joint 17,742 lb uplift at joint 2 and 1901 lb uplift at joint 20.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063304
2711493 A47 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:30 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-W2SrShwuW2PyQrWQMezMSkrAgPTJgzdcoxcH2AzEZmR
--0 0 4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-1%0 3-4-1 37-8-12 44-2-0 48-6-0 52-10-0 -2- 58-9-0
1-0- 4-5-12 4-2-4 4-6-0 7-9-3 5-8-13 4-2-0 -6-1 5-3-15 6-5-4 4-4-0 4-4-0 -4-
Scale=1:113.7
6.00 12 6x8=
4x4= 6x8=
6 41 42 7 43 8 2x4 II
7x8" 6x8=
7x8= 4x4= 3x4
9 10 11 12 13
4x6 i 40 5 44 16
0
4x4 i 4 7 q
ST1.5x8 STP= 4 2x4
3
2 46
26 5 0
0 1 32 31 30 29 28 47 "6 N
7x8= d
4x4= 5x6= 4x8= 27 24 23 22 49 21 20 19 18 17
2x4 11
4x12 4x4 11 4x4= 4x6= 5x8= 3x4 11 5x6
3.00 F12 7x8=
2x4 I I
6x8=
4-5-12 8-8-0 13-2-0 20-11-3 30-10-0 "4-11 37-8-12 44-1-0 44 -048-6-0 52-10-0 58-9-0
4-5-12 4-2-4 4-6-0 7-9-3 9-10-13 5-3-15 6-4-4 0--0 4-4-0 4-4-0 5-11-0
Plate Offsets(X,Y)-- [2:0-6-0,Edge],[5:0-4-0,0-4-8],[9:0-5-4,0-3-0],[10:0-4-0,0-4-8],[14:0-5-8,0-3-8],[17:0-4-2,0-5-4],[20:0-4-0,0-4-12],[24:0-2-0,0-0-0],[25:0-2-8,0-4-0],
[26:0-2-0,0-0-0],[31:0-4-0,0-5-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.35 30-31 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.49 30-31 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.25 20 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:515 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(5-2-5 max.):6-8,9-16,
24-26:2x4 SP No.3 12-18,14-15.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
9-20:2x4 SP No.2,10-20:2x6 SP No.2 WEBS 1 Row at midpt 5-28,7-25,9-25,10-20,10-19,11-19
2 Rows at 1/3 pts 9-20
JOINTS 1 Brace at Jt(s):25,14
REACTIONS. (size) 17=Mechanical,2=0-8-0,20=0-6-0
Max Horz 2=401(LC 10)
Max Uplift 17=-578(LC 17),2=-755(LC 12),20=-1838(LC 12)
Max Grav 17=81(LC 12),2=1899(LC 17),20=4254(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5867/3078,3-4=-5864/3196,4-5=-3881/2240,5-6=-2280/1393,6-7=-2001/1391,
7-8=-974/672,8-9=-1111/651,9-1 0=-1 227/2068,10-11=-652/1278,14-18=-59/284,
12-14=-392/437,14-15=-624/1603,15-17=-666/1628
BOT CHORD 2-32=-3149/5563,31-32=-3186/5624,30-31=-3047/5365,28-30=-2123/3637,
26-28=-809/1580,25-26=-775/1719,24-26=-305/0,20-22=-299/360,19-20=-1978/1359, `t%11111 111 111 1111
18-19=-1423/729,17-18=-1407/702 J�.�V S LF
WEBS 4-31=-767/1567,4-30=-1972/1070,5-30=-450/1155,5-28=-1821/1247,6-28=-169/582,7-28= J ��..••..� I�
10 20 44827/1442,1 0 1 9 12, 711 52/1 595,11/19=1517/855,/1737,11 14—951/1938,/1645, �� G E N,9
�.•••
14-19=-184/486,22-25=-242/408,13-15=-53/368 N 34869
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 8-9-12,Interior(1)8-9-12 to 20-11-3, 0
Exterior(2R)20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 37-8-12,Interior(1)37-8-12 to 55-8-0, 0 O•'
T�•.
Exterior(2E)54-0-4 to 58-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip �j',�-� O R��
DOL=1.60 V G
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��j� O N AL `,*s`,
to the use of this truss component. 4 fill 1I%00
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Refer to girder(s)for truss to truss connections. Date:
8)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify May 25,2021
Cor(t8pAft*f0aWi0g surface.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063304
2711493 A47 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:30 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-W2SrShwuW2PyQrWQMezMSkrAgPTJgzdcoxcH2AzEZmR
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 578 lb uplift at joint 17,755 lb uplift at joint 2 and 1838 lb uplift at joint 20.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type City Ply
T24063305
2711493 A48 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:32 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-TQabtNx82gfgf9goT3OgX9wW PD8n8uFuGF5063zEZmP
--0 4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-10-0 3-4-1 39-8-12 44-2-0 48-6-0 52-10-0 -2- 58-9-0
1-0- 4-5-12 4-2-4 4-6-0 7-9-3 5-8-13 4-2-0 -6-1 7-3-15 4-5-4 4-4-0 4-4-0 -4-
Scale=1:111.1
6.00 12 6x8- 2x4 I I 6x8-
6 40 41 7 42 8
3x6 11
7x8 i 6x8 2x4 11 5x8= 3x4 11
=
5 9 10 11 12 13
4x6% 39
4372x4
O
4 q
4x4 i I
ST1.5x8 STP=3
45
2
5 �
1 30 29 28 27 46 26 4 17 IN IN
0 31 7x8-
4x4= 4x4= 4x8= �
2x4 11 Sx6= 24 23 22 21 20 19 18
4x12 3x6 11 4x6= 6x8= 4x6= 3x6 11 5x8
3.00 F12 10x12
3x6 I I
6x8-
4-5-12 8-8-0 13-2-0 20-11-3 26-8-0 30-10-0 3-4-1 39-8-12 44-1-0 44 -0 48-6-0 52-10-0 58-9-0
4-5-12 4-2-4 7-9-3 5-8-13 4-2-0 -6-1 7-3-15 4-4-4 0--0 4-4-0 4-4-0 5-11-0
Plate Offsets(X,Y)-- [2:0-6-0,Edge],[5:0-4-0,0-4-8],[6:0-5-4,0-3-0],[8:0-5-4,0-3-0],[9:0-5-4,0-3-8],[14:0-5-8,0-3-8],[17:0-4-4,Edge],[20:0-6-0,0-6-4],[25:0-5-8,0-3-0],
[30:0-4-0,0-5-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.35 29-30 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.51 27-29 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.24 20 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:537 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(5-10-15 max.):6-8,9-16,
32-33:2x4 SP No.3,21-24,17-21:2x8 SP 240OF 2.0E 12-18,14-15.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
10-20:2x6 SP No.2 WEBS 1 Row at midpt 5-27,6-26,7-26,8-26,8-23,9-25,9-20,
11-20,22-25
JOINTS 1 Brace at Jt(s):14
REACTIONS. (size) 17=Mechanical,2=0-8-0,20=0-6-0
Max Horz 2=-422(LC 10)
Max Uplift 17=-615(LC 17),2=-757(LC 12),20=-1833(LC 12)
Max Grav 17=92(LC 12),2=1895(LC 17),20=4279(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5867/3036,3-4=-5860/3148,4-5=-3892/2212,5-6=-2245/1391,6-7=-1525/1123,
7-8=-1525/1123,8-9=-1089/626,9-10=-1421/2443,10-11=-1421/2443,14-18=-153/361,
12-14=-288/312,14-15=-701/1738,15-17=-719/1740
BOT CHORD 2-31=-3048/5579,30-31=-3085/5639,29-30=-2943/5378,27-29=-2036/3661,
26-27=-996/2075,25-26=-225/811,20-22=-1014/786,19-20=-1494/947,18-19=-1535/791, `�I1111111111
WEBS 4-30-748/1551,,4-29=-1958/1047,5-29=-425/1201,5-27=-1867/1219,6-27=-545/1236, C��,���j
6-26=-819/492,7-26=-362/447,8-26=-931/1452,23-25=0/313,8-25=-1096/946, ,�� .• G E N g'•.
9-25=-1204/2216,9-22=-16/328,9-20=-2548/1481,10-20=-310/287,11-20=-1697/1206, �� •• F ••• ��
11-14=-1000/2064,14-19=-237/577,22-25=-1049/807,13-15=-67/446 N 34869
_� •
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 9
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 8-9-12,Interior(1)8-9-12 to 20-11-3,
Exterior(2R)20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2E)32-4-13 to 39-8-12,Interior(1)39-8-12 to 55-8-0, O•'• ��Exterior(2E)54-0-4 to 58-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ii0., OR
`Q ,�Q;��,,
;� �
DOL=1.60 G
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �• O N AL``,�`,,
to the use of this truss component. I���11110
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Refer to girder(s)for truss to truss connections. Date:
8)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify May 25,2021
Cor(t8pAft*f0aWi0g surface.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063305
2711493 A48 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:32 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-TQabtNx82gfgf9goT30gX9wW PD8n8uFuGF5063zEZmP
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 615 lb uplift at joint 17,757 lb uplift at joint 2 and 1833 lb uplift at joint 20.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063306
2711493 A49 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:34 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-PpiM12zOZHvOuTgBbU2lca?myOr8cmOBjZaUBxzEZmN
13-2-0 20-11-3 26-8-0 32-4-13 36-11-0 43-8-12 4%3-6 52-10-0 5-2- 58-8-0
1-01
6-8-3 6-5-13 7-9-3 5-8-13 5-8-13 4-6-3 6-9-12 4-6-10 4-6-10 -4-
Scale=1:115.6
6x8= 2x4 6x8=
6.00 12 5 40 41 6 42 7
5x6 3x8 I I
5x8 i 8 6x8
7x8 = 7x10=
/ 4 43 4x6= 4x4 11 3x8 11
i 39 0
38 9 10 11 12 ST1.5x8 STP= o
ST1.5x8 STP= 3 44 15
46 2
0
28 26 25 24 7x10- 17 16 ro 9
`$ 5x6= 27 47 1191
0 31 30 4x6= 4x6=4x8= 4x6= 23 22 21 20 19 18 0
4x6- 2x4 11 ST1.5x8 STP= 3x4 11 6x8= 6x8= 3x4 11 5x6=
7x8- 4x8=
6-8-3 12-10-0 13 -0 20-11-3 26-8-0 32-4-13 36-11-0 37 11-0 43-8-12 4%3-6 52-10-0 58-8-
6_ 0
8-3 6-1-13 0 -0 7-9-3 5-8-13 5-8-13 4-6-3 1-0- 5-9-12 4-6-10 4-6-10 5-10-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-O],[9:0-54,0-3-0],[13:0-5-8,0-3-8],[16:0-0-8,Edge],[21:0-3-0,0-34],[24:0-6-12,0-6-4],[30:0-4-0,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.42 23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.61 23 >902 180
BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.11 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:493 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(3-10-11 max.):5-7,9-15,
8-22:2x4 SP No.3 11-18,13-14.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. Except:
21-24:2x4 SP No.2 4-0-0 oc bracing:29-30
10-0-0 oc bracing:22-24
WEBS 1 Row at midpt 4-28,5-28,5-26,6-26,7-26,7-25,8-25,
21-24,10-13
JOINTS 1 Brace at Jt(s):13
REACTIONS. (size) 2=0-8-0,30=0-8-0,16=0-8-0
Max Horz 2=479(LC 10)
Max Uplift 2=-275(LC 12),30=-1218(LC 12),16=-1102(LC 12)
Max Grav 2=443(LC 21),30=3164(LC 17),16=2254(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=437/350,3-4=-149/708,4-5=-1896/1337,5-6=-2386/1791,6-7=-2386/1791,
7-8=-3228/2131,8-9=-5112/3062,9-10=-3579/2379,13-14=-4083/3044,
14-16=-4273/3274
BOT CHORD 2-31=-193/411,30-31=-1 93/406,29-30=-2703/1697,4-29=-2543/1728,28-29=489/283,
26-28=-703/1551,25-26=-1354/2710,24-25=-2443/4477,8-24=-1110/2140, v`fj�Js
19-21=-2541/4414,18-19=-2681/3775,16-18=-2720/3774 `% J �j
WEBS 3-31=0/330,3-30=-821/489,4-28=-1063/2148,5-28=-726/601,5-26=-905/1486, ,�� .•'�G E N S+'•. �i�
6-26=-375/463,7-26=-888/415,7-25=-916/1829,8-25=-2506/1559,21-24=-2692/4665, �� •• F ' ��
9-21=-1561/1083,9-19=-1303/790,10-19=-744/1293,10-13=-3749/2583,13-19=-296/638, 34869
12-14=-353/668
*� :*
NOTES-
1)Unbalanced roof live loads have been considered for this design. 'O
2)Wind:ASCE 7-16;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 4%
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) *:o O••, 4/,1%'*
20-11-3 to 30-11-3,Interior(1)30-11-3 to 324-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)424-13 to 55-8-0,Exterior(2E)54-0-4
to 59-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �i�F 0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6904 Parke East Blvd.Tampa FL 33610
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 275 lb uplift at joint 2,1218 lb uplift at Date:
joint 30 and 1102 lb uplift at joint 16. May 25,2021
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063307
2711493 A50 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:36 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-LCg6jk_f5uA68m_Ziv4mh?57Vq W 14h FUBt3bFgzEZmL
--0 6-8-3 13-2-0 20-11-3 26-8-0 32-4-13 36-11-0 41-3-14 45-8-12 5,-210-0 5-2- 58-8-0 5-8 0
1-0- 6-8-3 6-5-13 7-9-3 5-8-13 5-8-13 4-6-3 4-4-14 4-4-14 -1-4 -4- 4-6-0 1-0-
Scale=1:115.6
6x8= 2x4 6x8=
6.00 12 5 40 41 6 42 7
5x8
5x8 i 8 2x4 II
t
x4
4 8x12=
7x8 39 43 7x8= 7x8 o
38 10 11 2x4 11 6
ST1.5x8 STP= 3 ST1.5x8 STP=
12 45
2 21
7 O
1514 5x8= 26 25 46 24 47 23 Ico N
0 29 28 4x6= 4x8= 4x6= 21 20 19 18 17 16
4x6- 2x4 11 ST1.5x8 STP= 4x6= 3x4 I I 6x8= 4x4= 3x4 11 5x6=
7x8= 8x10=
41-3-14
6-8-3 12-10-0 13 2-0 20-11-3 26-8-0 32-4-13 36-11-0 37-11r0 45-8-12 52-10-0 58-8-0
6__3
6-1-13 -0 7-9-3 5-8-13 5-8-13 4-6-3 -0- 3-4-14 4-0-14 7-1-4 5-10-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[10:0-6-0,0-3-8],[13:0-7-8,04-0],[14:0-0-12,Edge],[22:0-6-8,0-6-8],[28:0-4-0,04-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.47 21 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.67 21 >830 180
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.11 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:493 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(4-2-10 max.):5-7,10-12,
8-20:2x4 SP No.3 11-16,13-36. Except:
WEBS 2x4 SP No.3*Except* 3-3-0 oc bracing:13-14
11-16:2x6 SP No.2,19-22:2x4 SP No.2 6-0-0 oc bracing:11-13
BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. Except:
3-11-0 oc bracing:27-28
10-0-0 oc bracing:20-22
WEBS 1 Row at midpt 4-26,5-26,5-24,6-24,7-24,7-23,8-23,
10-19
2 Rows at 1/3 pts 10-13
JOINTS 1 Brace at Jt(s):13
REACTIONS. (size) 2=0-8-0,28=0-8-0,14=0-8-0
Max Horz 2=491(LC 10)
Max Uplift 2=-279(LC 12),28=-1229(LC 12),14=-1204(LC 12)
Max Grav 2=433(LC 21),28=3173(LC 17),14=2315(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-387/328,3-4=-148/743,4-5=-1886/1330,5-6=-2393/1792,6-7=-2393/1792, ```�I111
7-8=-3245/2132,8-9=-5223/3181,9-10=-4425/2763,10-1 1=-1201/675,13-16=0/276, � �L�US
11-13=-477/1095,13-14=-4536/3858 ��
BOT CHORD 2-29=-173/390,28-29=-173/386,27-28=-2713/1723,4-27=-2553/1752,26-27=-542/312, `�� •' G E N S' �i�
24-26=-670/1534,23-24=-1353/2741,22-23=-2468/4569,8-22=-1314/2384, •••� F•�•,
17-19=-3178/5211,16-17=-3062/3784,14-16=-3277/4005 No 34869
WEBS 3-29=0/333,3-28=-822/491,4-26=-1094/2180,5-26=-741/619,5-24=-916/1515,
6-24=-372/459,7-24=-918/430,7-23=-909/1842,8-23=-2589/1581,19-22=-2621/4674,
9-22=-504/1006,9-19=-1416/880,10-19=-1758/1312,10-17=-445/434,10-13=-4058/3124,
13-17=-849/1537 17 t
NOTES- 0 �••• ��
1)Unbalanced roof live loads have been considered for this design. O R Q P,•• 4�
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) S/O••••••�`,%
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 59-8-0 zone;C-C for .,,,811111111 N A ��
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Julius Lee PE No.34869
to the use of this truss component. MiTek USA,Inc.FL Cert 6634
4)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33610
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date:
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 May 25,2021
CorW kft3d 6MpMj2t3e bottom chord and any other members,with BCDL=10.Opsf.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063307
2711493 A50 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:36 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-LCg6jk_f5uA68m_Ziv4mh?57Vq W 14h FUBt3bFgzEZmL
NOTES-
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 279 lb uplift at joint 2,1229 lb uplift at joint 28 and 1204 lb uplift at joint 14.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063308
2711493 A51 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:38 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-Haxs8QOvdVQpN47ygJ7EnQASEdD2YbpneBYiKizEZmJ
54-2-0
6-8-3 12-10-0 20-11-3 26-8-0 32d-13 36-11-0 41-11-8 47-0-0 52�-0 52 10-0 58 8-0 58-8 0
}-O-D 6-8-3 6-1-13 8-1-3 5-8-13 5-8-13 4-6-3 5-0-8 5__I
5-4-0 0-6-0 4-6-0 1-0-
1-4-0
Scale=1:115.6
6x8= 2x4 6x8=
6.00 12 5 38 39 6 40 7
5x6
5x8 i 8
7x8
7x8 37 4 941 2x4 II
36 7x8= 6x8 o
ST1.5x8 STP= 3 10 2x4 11
2 LEI
11F!S�
To16 25 23 22 218x113 m to
`$ 6x8= 24 43 44 14 Im N
0 28 27 4x6= 4x8= 4x6= 20 19 18 17 16 15
4x6- 2x4 I I ST1.5x8 STP= 4x6= 3x6 11 BAD= 3x6 11 4x6= ST1.5x8 STP=
7x8= 5x12= 5x8=
6-8-3 12-10-0 132-0 20-11-3 26-8-0 32-4-13 36-110 37r11r041-11-8 47-0-0 52-4-0 52�10-0 58-8-0
6-8�3 6-1-13 0 -0 7-9-3 5-8-13 5-8-13 4-6-3 1-0- 4-0-8 5-0-8 5�-0 0--0 5-10-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[9:0-4-0,0-4-8],[10:0-5-4,0-4-0],[13:0-1-0,Edge],[18:0-5-4,0-2-8],[21:0-6-4,0-6-8],[27:0-3-8,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.43 20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.62 20 >890 180
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:492 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(2-2-0 max.):5-7,10-12,11-34. Except:
8-19:2x4 SP No.3,17-20,13-17:2x8 SP 240OF 2.0E 3-4-0 oc bracing:11-13
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied. Except:
18-21:2x4 SP No.2 3-10-0 oc bracing:26-27
10-0-0 oc bracing:19-21
WEBS 1 Row at midpt 4-25,5-25,5-23,6-23,7-23,7-22,8-22,
10-18,10-15
REACTIONS. (size) 2=0-8-0,27=0-8-0,13=0-8-0
Max Horz 2=-531(LC 10)
Max Uplift 2=-331(LC 12),27=-1170(LC 12),13=-1204(LC 12)
Max Grav 2=430(LC 21),27=3197(LC 17),13=2412(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-425/487,3-4=-167/787,4-5=-1913/1402,5-6=-2426/1847,6-7=-2426/1847,
7-8=-3296/2195,8-9=-5297/3273,9-10=-4798/3058,10-11=-3941/3324,
11-13=-4491/3728
BOT CHORD 2-28=-170/387,27-28=-172/383,26-27=-2736/1670,4-26=-2565/1696,25-26=-563/347,
23-25=-616/1553,22-23=-1302/2733,21-22=-2403/4562,8-21=-1345/2401, `�I111111/I��
16-18=-3825/6012,15-16=-3817/6011,13-15=-3022/3869 �`�US �FI��
WEBS 3-28=-5/333,3-27=-831/500,4-25=-1049/2177,5-25=-761/602,5-23=-892/1529, �� �j
6-23=-354/428,7-23=-950/443,7-22=-922/1869,8-22=-2592/1570,18-21=-2634/4671, ,�� •• E N g'•.
9-21=-1 71/574,9-18=-923/585,10-18=-2173/1721,10-15=-2452/1353,11-15=-740/1613 �� •• F ••• ��
NOTES- N 34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R)
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 55-8-0,Exterior(2E)52-8-4
to 59-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •'• �<C/
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0i�'�� O R`Q Q;• ,���
to the use of this truss component. �� •.. `�?,�
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,O ;N A 1,` 0
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Julius Lee PE No.34869
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 331 lb uplift at joint 2,1170 lb uplift at MiTek USA,Inc.FL Cert 6634
joint 27 and 1204 lb uplift at joint 13. 6904 Parke East Blvd.Tampa FL 33610
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Date:
sheetrock be applied directly to the bottom chord. May 25,2021
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063309
2711493 A52 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:40 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-Ez3dY61997gXcOHLxk9isrFveRvsOV046V 1 pObzEZmH
--0 6-8-3 12-10-0 20-11-3 26-8-0 32-4-13 36-11-0 42-11-8 49-0-0 54-4-0 58-8-0 5-8 0
1-0- 6-8-3 6-1-13 8-1-3 5-8-13 5-8-13 4-6-3 6-0-8 5-4-0 4-4-0 1-0-
Scale=1:115.6
6x8= 2x4 6x8=
6.00 12 5 35 36 6 37 7
5x6
5x8 i 8 4x6
4
9 4x4
7x8 i 34 10 38 0
33 6
ST1.5x8 STP= 3 8x10= 6x8=
X\ /2 11
2
tO 1 5 24 22 21 20 7x10 1 13 '9 io
`$ 6x8= 23 39 14 Im N
27 26 4x6= 4x6=4x8= 4x6= 19 18 17 16 15 0
4x6— 2x4 I I ST1.5x8 STP= 3x6 11 10xl2= 3x6 11 4x6=ST1.5x8 STP=
7x8= 5x8=
6-8-3 12-10-0 13 -0 20-11-3 26-8-0 32-4-13 36-11-0 37 11-0 42-11-8 49-0-0 54-4-0 58-8-0
6__3
6-1-13 0 I.
7-9-3 5-8-13 5-8-13 4-6-3 1-0- 5-0-8 6-0-8 5-4-0 4-4-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[11:0-5-4,0-4-12],[13:0-0-12,Edge],[17:0-5-0,0-7-0],[20:0-7-0,0-6-4],[26:0-2-12,0-4-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.47 19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.69 19 >799 180
BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:483 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x6 SP No.2*Except* 2-0-0 oc purlins(3-5-10 max.):5-7,11-12.
8-18:2x4 SP No.3,17-19,13-17:2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3*Except* 3-8-0 oc bracing:25-26
17-20:2x4 SP No.2 10-0-0 oc bracing:18-20
WEBS 1 Row at midpt 4-24,5-24,5-22,6-22,7-22,7-21,8-21,
17-20,11-17,11-15
REACTIONS. (size) 2=0-8-0,26=0-8-0,13=0-8-0
Max Horz 2=-531(LC 10)
Max Uplift 2=-321(LC 12),26=-1159(LC 12),13=-978(LC 12)
Max Grav 2=413(LC 21),26=3212(LC 17),13=2288(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-346/438,3-4=-112/850,4-5=-1853/1357,5-6=-2375/1801,6-7=-2375/1801,
7-8=-3242/2139,8-10=-5213/3086,10-11=-5074/2898,11-12=-4228/2363,
12-13=-4603/2514
BOT CHORD 2-27=-214/351,26-27=-217/349,25-26=-2756/1592,4-25=-2581/1618,24-25=-663/393,
22-24=-542/1502,21-22=-1205/2683,20-21=-2274/4475,8-20=-1067/2321,
16-17=-3891/7356,15-16=-3874/7346,13-15=-2084/4058 `�I111111/I��
WEBS 535,
6-22=-355/42937-22—953/43147-21=9892/1850-24=- 84/2218,58 21=725 0/1511,17 20/444/4721, ,� �N`jus CF�,���j
10-17=-544/440,11-17=-3103/1790,11-16=-157/255,11-15=-3435/1882, G E Ng'•.
12-15=-840/1767 ��� •••�\ F ••• �i
NOTES- N 34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2R) >7
20-11-3 to 30-11-3,Interior(1)30-11-3 to 32-4-13,Exterior(2R)32-4-13 to 42-4-13,Interior(1)42-4-13 to 54-4-0,Exterior(2E)54-4-0
to 59-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �<C/
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0i�'�� . O R`Q Q;• ,���
to the use of this truss component. �� •••.. `�?,�
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,O ;N A 1,` 0
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. Julius Lee PE No.34869
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 lb uplift at joint 2,1159 lb uplift at MiTek USA,Inc.FL Cert 6634
joint 26 and 978 lb uplift at joint 13. 6904 Parke East Blvd.Tampa FL 33610
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Date:
sheetrock be applied directly to the bottom chord. May 25,2021
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type City Ply
T24063310
2711493 A53 Piggyback Base Girder 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:42 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-ALBNzn3QhkwFshRj39BAxGK7tFbMUQxNZpWvTUzEZmF
59-8-0
1-00 6-8-3 13-2-0 20-11-3 26-8-0 32-413 3T11-0 43-0-0 47-0-14 51-0-0 54-3-4 156-4-Oi58-8-0
}-O-D 6-8-3 6-5-13 7-9-3 5-8-13 5-8-13 4-6-3 6-1-0 4-0-14 3-11-2 3-3-4 2-0-12 2-4-0 1-0-
Scale=1:115.6
6x8= 2x4 6x8=
6.00 12 5 36 6 7
5x6
5x12 i 8
4 4x4 4x6
7x8
9 4x6 o
0
3 10 11
6x8=7x8=6x8=
2 12 13
`O 1 9 28 26 25 24 8x10— 15 io
7x8= 21 37 38 L4 16 Ico N
0 31 30 6x8= 5x8= 4x6= 23 22 21 20 19 18 17
ST1.5x8 STP= 3x6 11 ST1.5x8 STP= 5x6— 11 8x12= 8x10= 7x8= ST1.5x8 STP=
5x8= 3x6
8x10= 3x6 II
6x8= 5x8=
6-8-3 12-10-0 13 -0 20-11-3 26-8-0 32-4-13 36-11-0 37 11-0 43-0-0 47-0-14 51-0-0 54-3-4 6-4-058-8-0
6-8-3 6-1-13 0 I.
7-9-3 5-8-13 5-8-13 4-6-3 1-0- 5-1-0 4-0-14 3-11-2 3-3-4 -0-12 2-4-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[5:0-5-4,0-3-0],[7:0-5-4,0-3-0],[12:0-4-0,0-4-4],[13:0-3-8,0-3-8],[14:0-6-0,0-2-12],[15:0-0-8,Edge],[18:0-3-8,0-3-0],[19:0-3-8,0-3-8],
[20:0-5-0,0-4-12],[21:0-4-4,0-6-0],[24:0-7-4,0-7-0],[29:0-2-0,0-0-14],[30:0-3-12,0-5-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.58 19-20 >960 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.84 19-20 >660 180
BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(CT) 0.04 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:519 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 cc purlins,except
BOT CHORD 2x8 SP 240OF 2.0E*Except* 2-0-0 oc purlins(2-0-14 max.):5-7,12-14.
8-22:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-14 cc bracing. Except:
WEBS 2x4 SP No.3*Except* 5-10-0 cc bracing:29-30
4-28,21-24,14-18:2x4 SP No.2 10-0-0 cc bracing:22-24
WEBS 1 Row at midpt 4-28,5-28,5-26,6-26,7-26,8-25,11-21,
12-20
REACTIONS. (size) 2=0-8-0,30=0-8-0,15=0-8-0
Max Horz 2=-531(LC 6)
Max Uplift 2=-223(LC 18),30=-1377(LC 8),15=-942(LC 8)
Max Grav 2=21 O(LC 17),30=3589(LC 29),15=2262(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-87/794,3-4=-319/1564,4-5=-1365/742,5-6=-2018/1086,6-7=-2018/1086,
7-8=-2933/1336,8-9=-4943/1999,9-11=-4755/1955,11-12=-6675/2653,
12-13=-9589/3776,13-14=-7145/2823,14-15=-4550/1773
BOT CHORD 2-31=-864/285,30-31=-870/284,29-30=-3169/1269,4-29=-2956/1278,28-29=-1770/726,
26-28=-79/1179,25-26=-603/2400,24-25=-1361/4248,8-24=-738/2310, ``�I1111111///�,
20-21=-2218/5949,19-20=-3763/9791,18-19=-2706/7115,17-18=-1475/4028, NNO US LF I'0�
15-17=-1472/4008
WEBS 3-31=-48/455,3-30=-896/418,4-28=-891/2938,5-28=-1109/538,5-26=-626/1699, �� D E N S••. �i�
6-26=-374/294,7-26=-1077/336,7-25=-596/1842,8-25=-2600/1063,21-24=-1547/4414, •••�� F �.0
9-24=-24/337,9-21=-466/224,12-19=-1879/836,13-19=-1148/2692,13-18=-1083/512, 34869
14-18=-1416/3547,11-21=-2310/972,11-20=-636/1841,12-20=-4009/1611
NOTES-
1)Unbalanced roof live loads have been considered for this design. '0 •c
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; .0 44/
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 00
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i O R`Q P`••��,�
to the use of this truss component. stS ••• •• ••• ` �,4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N A
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 ;1,`���
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Julius Lee PE No.34869
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 2,1377 lb uplift at MiTek USA,Inc.FL Cert 6634
joint 30 and 942 lb uplift at joint 15. 6904 Parke East Blvd.Tampa FL 33610
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063310
2711493 A53 Piggyback Base Girder 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:43 2021 Page 2
IDA GUe3uOMODF17dF2MaL?wAz22s2-eY11B742S226TrOvctiPUTtldexbDsBWoTGT?wzEZmE
NOTES-
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 67 lb up at 54-3-4,and 241 lb down and 179 lb up at
56-4-0 on top chord,and 15 lb down at 54-3-4,and 62 lb down at 56-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of
others.
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-5=-60,5-7=-60,7-12=-60,12-14=-60,14-16=-60,2-30=-20,24-29=-20,22-23=-20,15-22=-20
Concentrated Loads(lb)
Vert:14=-O(B)17=-7(B)13=-O(B)18=-3(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063311
2711493 A54 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:44 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-6kJ7OT4gDLAz5?b6AaDeOhQb?2D9yLLfO7?OXMzEZmD
-1-0., 6-5-3 13-2-0 , 20-11-3 , 2%8-0 , 32 4-13 36-11-0 42 4-0 47-9-0 53-4-0
11-0-b 6-8-3 6-5-13 7-9-3 5-8-13 5-8-13 4-6-3 5-5-0 5-5-0 5-7-0
Scale=1:98.2
6x8=
4x4= 6x8=
6.00 12 5 32 6 33 7
5x6
5x8 i 8
4 7x8
7x8 i 9 34 0
31 q
35 4x4
3 10
ST1.5x8 STP=
2 18 5x o
0
12 4x6 21= 20 36 37 19
0 3x8= o
24 23 4x8= 17 16 15 14 12 4x6=
4x6= 2x4 I I ST1.5x8 STP= 3x10= 3x4 11 5x8 3x8'3x6 11
6x8=
6-8-3 12-10-0 13 -0 20-11-3 26-8-0 32-4-13 36-91-0 37-11 0 42-4-0 46-10-8 4 -9 0 53-4-0
6-8-3 6__1;
0-4-0 7-9-3 5-8-13 5-8-13 4-6-3 1-0- 4-5-0 4-6-8 0-10-8 5-7-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[9:0-4-0,0-4-8],[18:0-6-8,0-4-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.54 19-21 >757 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.84 19-21 >486 180
BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:374 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(5-7-8 max.):5-7.
4-23:2x6 SP No.2,20-22,18-20:2x4 SP No.1,8-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 5-2-0 oc bracing:22-23
10-0-0 oc bracing:16-18
WEBS 1 Row at midpt 6-21,6-19
REACTIONS. All bearings 6-9-0 except Ot=length)2=0-8-0,23=0-8-0,13=0-3-8.
(lb)- Max Horz 2=523(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)11 except 2=-383(LC 12),23=-847(LC 12),12=-949(LC 12),
11=-102(LC 23)
Max Grav All reactions 250 lb or less at joint(s)11,13 except 2=575(LC 18),23=2504(LC 17),12=2343(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-793/571,3-4=-405/445,4-5=-1512/997,5-6=-1237/998,6-7=-1714/1200,
7-8=-1941/1233,8-9=-2266/1337,9-10=-1404/845,10-11=-265/640
BOT CHORD 2-24=-343/661,23-24=-344/658,22-23=-2008/968,4-22=-1895/1006,19-21=-478/1487,
18-19=-752/1862,13-15=-511/301,12-13=-511/301,11-12=-511/301
WEBS 3-24=0/267,3-23=-799/474,4-21=-373/1430,5-21=-49/355,6-21=-611/403,
6-19=-59/266,7-19=-173/494,8-19=-524/412,15-18=-517/1185,9-18=-352/973, ``��►11111/1 j�'
9-15=-1286/728,10-15=-873/1821,10-12=-2228/1277 ``,,��,v`ff�Js
NOTES- ♦♦� .•'\G E N S+'•
1)Unbalanced roof live loads have been considered for this design. ♦♦ •• F•••.
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 34869
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) = * •:
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 53-4-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R`p Q:���,♦♦
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 . •••
l fit between the
oovide mechanical bottom other ton ection(by oth s)of tr ss t l o bearing platth e f Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��'�.,;
7)Pr e O N AL�0%
2=383,23=847,12=949,11=102,11=102. 11111111"1
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Julius Lee PE No.34869
sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063312
2711493 A55 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:46 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-27Qup96wlzQhKJIU I?G656VymsxOQBby0007cFzEZmB
--0 6-8-3 12-1-8 16-7-2 204 11-3 26-8-0 32-4-13 39-2-0 43-0-0 46-11-0 53-4-0 5-4
-0- 6-8-3 5-5-5 4-5-10 4-4-2 5-8-13 5-8-13 6-9-3 3-10-0 3-11-0 6-5-0 -0-
Scale=1:101.0
6x8=
4x4= 6x8=
6.00 12 6 33 7 34 8
4x4 i
5 5x6
3x4 g
4 4x6
Ci 7x8 10 35 5x8-- o
32 36
ST1.5x8 STP= 3 11
ST1.5x8 STP=
2 2 1 O
13
1 4x8=37 38 21 20 39 19 c 12 Im N
0 25 24 23 3x8=3x8= 3x8= 17 16 5x6=14
4x6= 2x4 6x8= 4x4 I1 15 4x6=
ST1.5x8 STP=
3x6 11
12-3-0
6-8-3 12-1-0 12-�1-8 20-11-3 26-8-0 32-4-13 39-2-0 39r6-0 43-0-0 46-11-0 53-4A
6-8-3 5-4-13 0- 8 8-8-3 5-8-13 5-8-13 6-9-3 0 0 3-6-0 3-11-0 6-5-0
0-1-8
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[16:0-2-0,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.49 19-21 >863 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.77 19-21 >550 180
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.05 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:375 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2*Except` 2-0-0 oc purlins(5-5-12 max.):6-8.
4-24,11-14:2x6 SP No.2,20-22:2x4 SP M 31,9-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
18-20:2x4 SP No.1 5-0-0 oc bracing:22-24
WEBS 2x4 SP No.3 5-1-0 oc bracing:14-15
10-0-0 oc bracing:16-18
WEBS 1 Row at midpt 5-22,7-21,7-19,9-19
REACTIONS. All bearings 0-8-0 except Qt=length)24=0-4-0.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-386(LC 12),14=-822(LC 12),
12=-214(LC 12),24=-831(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=541(LC 18),14=2179(LC
18),12=311(LC 18),24=2586(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-715/551,3-4=-400/467,4-5=-328/474,5-6=-1542/1091,6-7=-1342/1048,
7-8=-1782/1250,8-9=-2032/1269,9-11=-2366/1343
BOT CHORD 2-25=-299/572,24-25=-300/569,22-24=-2072/931,4-22=-394/406,21-22=-285/1054,
19-21=-504/1609,18-19=-837/1934,14-15=-2071/1113,11-15=-1917/1151
WEBS 7-21=0572420,8-1966163/4 1,9-19=-461/0 27,11-186/9081%949 186/439, `,,V G E N`F�I,,,,�
NOTES-
1)Unbalanced roof live loads have been considered for this design. N 34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0 '�{{
to the use of this truss component. Q �4J
4)Provide adequate drainage to prevent water ponding. �i�'��• O R
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j
6)*This truss has been desined will fit between the bottoms herd r a live other ofmembers,0.Opsf on the bottom with BCDL O.rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �11 ON
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 2,822 lb uplift at
joint 14,214 lb uplift at joint 12 and 831 lb uplift at joint 24. Julius Lee PE No.34869
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MiTek USA,Inc.FL Cert 6634
sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Tampa FL 33610
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063313
2711493 A56 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:48 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-?VYeEr8AGagPacutPQlaBXalxfdOuBlFxkzEg7zEZm9
--0- 2-8-0 6-8-3 10-11-0 12-3- 16-7-2 20-11-3 26-8-0 32-4-13 39-2-0 43-0-0 46-11-0 53-4-0 5-4
-0- 2-8-0 4-0-3 4-2-13 -4- 4-4-2 4-4-2 5-8-13 5-8-13 6-9-3 3-10-0 3-11-0 6-5-0 -0-
Scale=1:101.0
6x8=
4x4= 6x8=
6.00 12 6 34 7 35 8
4x4 i
5 5x6
3x4 11 V
4 7x8
7x8� 10 36 5x8-- o
33 37
ST1.5x8 STP= 3 11
ST1.5x8 STP=
2 3
13
1 38 39 22 21 40 20 12 Im N
0 26 25 24 3x8=3x8= 3x8= 18 17 16_ 3x6=14
3x4 11 4x8 15 4x6=
4x6= 4x6= 3x6 11
= ST1.5x8 STP
5x12 =
3x6 11
12-3-0
12-1-8
2-8-0 12-1-0
2-5-0 ii 6-8-3 10-11-0 11r3-0 i 20-11-3 2%8-0 32-4-13 39-6-0 43-0-0 46-11-0 53-4-0
2-5-0 4-0-3 4-2-13 0 0 8-8-3 5-8-13 5-8-13 7-1-3 3-6-0 3-11-0 6-5-0
0-3-0 0-10-0
0-0-8
0-1-8
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[10:0-4-0,0-4-8],[19:0-6-0,0-4-0],[23:04-12,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.49 20-22 >868 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.76 20-22 >556 180
BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.06 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:383 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(5-7-15 max.):6-8.
4-25,11-14:2x6 SP No.2,21-23:2x4 SP M 31,9-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except:
19-21:2x4 SP No.1 4-7-0 oc bracing:23-25
WEBS 2x4 SP No.3 4-9-0 oc bracing:14-15
10-0-0 oc bracing:17-19
WEBS 1 Row at midpt 5-23,7-22,7-20,9-20
REACTIONS. All bearings 0-8-0 except Qt=length)25=04-0.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-285(LC 12),25=-958(LC 12),
14=-833(LC 12),12=-176(LC 12)
Max Grav All reactions 250 lb or less at joint(s)12 except 2=426(LC 21),25=2642(LC
17),14=2255(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=426/279,3-4=-134/655,4-5=-9/553,5-6=-1370/948,6-7=-1185/925,
7-8=-1661/1156,8-9=-1895/1159,9-10=-2162/1258,10-11=-1452/849,11-12=-70/364
BOT CHORD 2-26=-202/471,23-25=-2552/1301,4-23=-395/409,22-23=-98/937,20-22=-385/1538,
19-20=-735/1830,15-16=-384/250,14-15=-2149/1131,11-15=-2061/1145 ,,t11111111I/,�'
WEBS 3-23=-747-20=74 27918 203-108 403049 0�478/4146161 9�-4190/148,10-19=63814922,59,
�1U S CFF'�I�i
10-16=-1086/579,11-16=-783/1718,23-26=-203/518 ,�� •'�G E•N S' �i�
NOTES- 34869
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E)
20-11-3 to 324-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 544-0 zone;C-C for members and forces&MWFRS for 1J
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0•'. �(/,�
to the use of this truss component. 10
O R
4)Provide adequate drainage to prevent water ponding. 0 •.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��j / ••••• �` %
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 �.,,�O N
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
mll
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 285 lb uplift at joint 2,958 lb uplift at Julius Lee PE No.34869
joint 25,833 lb uplift at joint 14 and 176 lb uplift at joint 12. MiTek USA,Inc.FL Cert 6634
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 6904 Parke East Blvd.Tampa FL 33610
sheetrock be applied directly to the bottom chord. Date:
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063314
2711493 A57 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:49 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-Ti6ORB8pl uoFBmT3z7ppjk7SS3_wdYzPAOjnDazEZm8
-I-O-p 2-8-0 6-8-3 10.11-0 13-2-0 20-11-3 25-5-2 29-11-0 i32-4-13 39-2-0 43-0-0 46-7-046-p i1-0 53-4-0 Sp-4-0
-0- 2-8-0 4-0-3 4-2-13 2-3-0 7-9-3 4-5-14 4-5-14 25-13 6-9-3 3-10-0 3-7-0 0 -0 6-5-0 0--b
Scale=1:101.0
6x8= 4x4 3x4 11 6x8=
=
6.00 12 5 356 36 7 8
3x4 11
5x8 i 9
4 37
7x8 i 4x6
34 5x8-- o
10 4
3 11 38
ST1.5x8 STP= ST1.5x8 STP=
2 5 22 _ o
13 0
1 4x6= 24 23 39 12 I� N
o o
27 26 3x8= 20 19 18 17 5x6=14
21 4x6=
4x6= 2x4 11 7x8= 3x10= 3x4 3x4 11 15
ST1.5x8 STP—
7x10=
5x8= 3x6 11
2-8-0 13-1-0 32-4-13
2-5-0 6-8-3 10-11-0 11r$-0 103 -0 20-11-3 29-11-0 30ry-0 38-10-0 39r2-0 43-0-0 46-7-046-11-0 5353-4A�
2-5-0 4-0-3 4-2-13 0 0 --0 7-9-3 8-11-13 0-�4 0 6-5-3 0-�4 0 3-10-0 0 0'4� 6-5-0
0-3-0 1-10-0 2-1-13
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[8:0-5-8,0-3-0],[16:0-4-12,Edge],[22:0-5-8,0-2-4],[26:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.33 22-24 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.55 22-24 >754 180
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.07 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:419 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(5-7-15 max.):5-8.
2-26,4-26,11-14:2x6 SP No.2,23-25:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except:
7-20,9-18:2x4 SP No.3 1 Row at midpt 7-22
WEBS 2x4 SP No.3 5-0-0 oc bracing:25-26
5-1-0 oc bracing:14-15
6-0-0 oc bracing:20-22
10-0-0 oc bracing:16-18
WEBS 1 Row at midpt 6-24,8-19,8-16
REACTIONS. All bearings 0-8-0 except Qt=length)26=0-4-0.
(lb)- Max Horz 2=-531(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-402(LC 12),14=-807(LC 12),
12=-210(LC 12),26=-832(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 2=549(LC 18),14=2164(LC
18),12=278(LC 18),26=2556(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-761/604,3-4=-370/519,4-5=-1420/983,5-6=-1157/989,6-7=-1643/1208,
7-8=-1628/1206,8-9=-1987/1453,9-11=-1957/1155 ,tt,1111111ll,�'
BOT CHORD 2-27=-341/636,26-27=-341/632,25-26=-2071/955,4-25=-1951/994,22-24=-405/1397, �UUS
9-16=-535/640,14-15=-2056/1100,11-15=-1897/1147
WEBS 3-27=0/303,3-26=-841/504,4-24=-380/1466,5-24=-70/356,6-24=-666/418, ,�� •'�G E•N S' �i�
6-22=-77/373,19-22=-458/1853,8-22=-403/1451,8-19=-1316/469,16-19=-311/1145, •••� F•�•, ��
8-16=-489/657,11-16=-697/1626 34869
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; 1J �^
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) h1A
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 54-4-0 zone;C-C for members and forces&MWFRS for 0 '. �(/1%'*
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 O R`10 Q;•,\�,,�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �j' •. •••• -`�,�
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. III O N A'1,`���
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 Julius Lee PE No.34869
will fit between the bottom chord and any other members,with BCDL=10.Opsf. MiTek USA,Inc.FL Cert 6634
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 lb uplift at joint 2,807 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 14,210 lb uplift at joint 12 and 832 lb uplift at joint 26. Date:
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum May 25,2021
Cortthe_eAfth pOgWRlied directly to the bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063314
2711493 A57 Piggyback Base 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:49 2021 Page 2
I D:1 GUe3u0MODF17dF2MaL?wAz22s2-Ti60RB8pl uoFBmT3z7ppjk7SS3_wdYzPAOjnDazEZm8
NOTES-
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063315
2711493 A58 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:50 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-xugPfW9RoBw6pw2GXrK2GygbnTHAM1 SYP2SKIOzEZm7
-1-0- 2-8-0 6-8-3 10-11-0 13-2-0 21-0.0 25-7-8 29-11-0 32-4-0 38-5-12 44-11-0
-0 2-8-0 4-0-3 4-2-13 2-3-0 7-1 -0 4-7-8 4-3-8 2-5-0 6-1-12 6-5-4
Scale=1:84.2
6x8= 4x4 2x4 5x8=
=
5 27 6 7 8
6.00 12
5x8 i
4
5x6
7x8 i D
26 10 0
3
a
ST1.5x8 STP= °D
19 16 [Jx4
a o
`O 1 2 4x6= 18 17 29 30 0
N
20 3x6= 31
22 21 3x10= 15 1413 12 11
4x6— 2x4 6x8= 2x4 11 3x4= 3x6 11
5x8=
13-14B-2-0 32-4-0
2-5-0 2-IS 0 6-8-3 10-11-0 11 5-0 13 1-8 21-0-0 29-11-0 30r3-0 38-5-12 44-1111
2-5-0 0-t3 0 4-0-3 4-2-13 0 4 0 0-6-8 7-10-0 8-11-0 0 02-1-0 6-1-12 6-5-4
1-10-0-0-8
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[8:0-5-8,0-2-12],[16:0-5-8,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.32 16-18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.52 16-18 >731 180
BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:357 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
4-21:2x6 SP No.2,7-14:2x4 SP No.3 1 Row at midpt 7-16
WEBS 2x4 SP No.3 5-3-0 oc bracing:19-21
6-0-0 oc bracing:14-16
WEBS 1 Row at midpt 6-18,8-13
REACTIONS. (size) 2=0-8-0,11=0-4-0,21=0-4-0
Max Horz 2=-428(LC 10)
Max Uplift 2=-269(LC 12),11=-613(LC 12),21=-951(LC 12)
Max Grav 2=562(LC 17),11=1594(LC 18),21=2422(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-724/310,3-4=-296/361,4-5=-1327/824,5-6=-1073/861,6-7=-1457/1026,
7-8=-1443/1023,8-9=-1376/923,9-10=-1314/725,10-11=-1496/859
BOT CHORD 2-22=-386/670,21-22=-388/662,19-21=-1 904/1093,4-19=-1783/1135,16-18=-566/1270,
12-13=-539/1094
WEBS 3-22=0/268,3-21=-815/506,4-18=-509/1290,5-18=-51/309,6-18=-563/381,
6-16=-35/260,13-16=-594/1681,8-16=-556/1364,8-13=-1076/404,9-12=-479/461,
10-12=-645/1300
NOTES- `% J �j
1)Unbalanced roof live loads have been considered for this design. ♦♦� . G E N s*- �I
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ♦♦ •• F ••. ��
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 21-0-0,Exterior(2E) 34869
21-0-0 to 44-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 'O !c
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O ��:
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �i�'� Q;•� ♦♦
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 2,613 lb uplift at
joint 11 and 951 lb uplift at joint 21.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063316
2711493 A59 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:52 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-tHn94CBhKpBg3ECeeGN W LNlznH?Rgy2rsMxRquzEZm5
-1-0- 2-8-0 6-8-3 10-11-0 13-2-0 19-0-0 24-5-8 29-11-0 34-0-0 39-5-12 44-11-0
-0- 2-8-0 4-0-3 4-2-13 2-3-0 5-10-0 5-5-8 5-5-85-1-12 5-5-4
Scale=1:82.6
6x8= 4x8= 2x4 11 5x8=
6.00 12 5 28 29 630 7 31 8 32
5x8 i 4x4
9
4
3x4 I I
7x8 i 27 10 0
d
3
26
ST1.5x8 STP= ro
19 15 5x v o
12 3x6= 18 17 33 16 34 0
3x6= 2x4 11
22 21 20 3x10— 14 13 12 35 36 11
4x6— 2x4 11 6x8— 2x4 11 3x10— 6x8—
13-1.-2-0
2-5-0 2-pro 6-8-3 10-11-0 11r3-0 13-1-8 19-0-0 24-5-8 29-11-0 30r3-0 34-4-0 39-5-12 44-11A
2-5-0 0-�3 0 4-0-3 4-2-13 0 0 0--8 5-10-0 5-5-8 5-5-8 0-4 0 4-1-0 5-1-12 5-5-4
1-10-0-0-8
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[8:0-5-4,0-2-12],[15:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.39 11-12 >977 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.63 11-12 >605 180
BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:353 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
4-21:2x6 SP No.2,7-13:2x4 SP No.3,11-14:2x4 SP No.1 1 Row at midpt 7-15
WEBS 2x4 SP No.3*Except* 5-3-0 cc bracing:19-21
10-11:2x6 SP No.2 6-0-0 cc bracing:13-15
WEBS 1 Row at midpt 6-18,8-12,9-11
REACTIONS. (size) 2=0-8-0,21=0-4-0,11=0-4-0
Max Horz 2=-378(LC 10)
Max Uplift 2=-264(LC 12),21=-956(LC 12),11=-610(LC 12)
Max Grav 2=582(LC 17),21=2392(LC 17),11=1599(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-694/292,3-4=-250/325,4-5=-1166/749,5-6=-958/762,6-7=-1607/1104,
7-8=-1600/1102,8-9=-1399/896
BOT CHORD 2-22=-389/681,21-22=-390/678,19-21=-1 868/1083,4-19=-1757/1115,16-18=-659/1417,
15-16=-659/1417,7-15=-300/316,11-12=-519/944
WEBS 3-22=0/268,3-21=-840/527,4-18=-571/1276,5-18=-15/268,6-18=-915/504,6-16=0/323,
12-15=-509/1303,8-15=-504/931,8-12=-513/324,9-12=-73/418,9-11=-1 420/871
NOTES-
1)Unbalanced roof live loads have been considered for this design. `� • �j
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ♦♦� .••�G E N s••.
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 19-0-0,Exterior(2R) ♦♦ •• F ••. ��
19-0-0 to 33-1-11,Interior(1)33-1-11 to 34-4-0,Exterior(2E)34-4-0 to 44-8-4 zone;C-C for members and forces&MWFRS for 34869
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 'O !c
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O; ;��:
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �i�'� Q;•• ♦♦
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 2,956 lb uplift at �j < R O•-`�\��,
joint 21 and 610 lb uplift at joint 11. �I, •• �` ���
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063317
2711493 A60 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:53 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-LTLXHYBJ56JhgOngCzulual2bgL4ZP8_50h?MLzEZm4
-1-0- 2-8-0 6-8-3 10-11-0 13-2-0 17-0-0 23-7-8 29-11-0 36-4-0 40-5-12 44-11-0
-0- 2-8-0 4-0-3 4-2-13 2-3-0 3-10-0 6-7-8 6-3-8 4-1-12 4-5-4
Scale=1:83.4
6x8= 7x8= 2x4
5x8=
6.00 12 5 27 28 6 7 29 8
2x4 11 4x4
4 9
2x4
7x8 i
26 10
m
3 d
0
ST1.5x8 STP=
a
25 ;p
1 2 18 16 15 J;��
a o
6x8=30 14 31 17 32 N
0 4x8— 4x4=
21 20 19 14 13 12 33 34 11
4x6— 2x4 I I 6x8= 2x4 3x8= 6x8=
13-14B-2-0
2-5-0 22 pro 6-8-3 10-11-0 11 J-0 13 1-8 17-0-0 23-7-8 29-11-0 30r$-0 36-4A 44-11-0
2-5-0 0tlo) 4-0-3 4-2-13 0 0 0-0-8 3-10-0 8-7-8 6-3-8 0 4 0 8-7-0
1-10-0-0-8
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-4-0,0-4-8],[8:0-5-4,0-2-12],[15:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.23 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.38 11-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.05 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:347 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
2-19,11-14:2x4 SP No.2,7-13:2x4 SP No.3 5-1-0 oc bracing:18-20
WEBS 2x4 SP No.3 10-0-0 oc bracing:13-15
WEBS 1 Row at midpt 5-16,8-12,9-11,5-18
REACTIONS. (size) 2=0-8-0,20=0-4-0,11=0-4-0
Max Horz 2=-331(LC 10)
Max Uplift 2=-271(LC 12),20=-948(LC 12),11=-614(LC 12)
Max Grav 2=571(LC 17),20=2420(LC 17),11=1555(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-599/297,3-4=-177/351,4-5=-107/262,5-6=-1634/1073,6-7=-1795/1210,
7-8=-1791/1209,8-9=-1331/855
BOT CHORD 2-21=-414/626,20-21=-415/623,18-20=-1891/1029,4-18=-407/425,16-18=-315/671,
15-16=-769/1571,7-15=-384/424,11-12=-467/829
WEBS 3-21=0/269,3-20=-851/544,5-16=-631/1327,6-16=-573/570,12-15=-526/1105,
8-15=-567/985,8-12=-489/359,9-12=-141/539,9-11=-1442/871,5-18=-1487/794
NOTES- ,,t11111111ll,�
1)Unbalanced roof live loads have been considered for this design. ``0 \3LIU S CF 1.*..
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; � ......... � op
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 17-0-0,Exterior(2R) ,� ••'\GEN, • i0
17-0-0 to 31-1-11,Interior(1)31-1-11 to 36 4-0,Exterior(2E)36-4-0 to 44-9 4 zone;C-C for members and forces&MWFRS for •• F•••,
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1J
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0•'. �/
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 2,948 lb uplift at % O R`10 Q;••��,��
joint 20 and 614 lb uplift at joint 11. 0 •. ••• `�,�
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum I • �
• ` �
sheetrock be applied directly to the bottom chord. ��I,,��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063318
2711493 A61 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:55 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-IsTI iEDZdkZPwhxDJOwDz?NSpU311 IDHYKA5QDzEZm2
-1-0- 2-8-0 6-8-3 10-11-0 13-2-0 15-0-0 22-7-8 30-3-0 34-1-8 38-4-0 44-11-0
-0- 2-8-0 4-0-3 4-2-13 2-3-0 1-10-0 7-7-8 7-7-8 3-10-8 4-2-8 6-7-0
Scale=1:82.1
6x8= 7x8= 2x4 11
6.00 12 5x8=
3x4 5 26 6 27 28 7 8
4
5x6
7x8
25 9
Iq 3
0
ST1.Sx8 STP ao
= a
24 Jr [1 4: F —
°D
17 14 Sx12= v
12 29 30 16 15 31 N
� 4x8= 4x4=
20 19 68= 13 12 11 10
x8
4x6— 2x4 6x8= 3x4— 3x10= 3x6 11
13-0-8 15-0-0
2-5-0 2-pp 0 6-8-3 10-11-0 11r1-0 13 2-0 22-7-8 30-3-0 34-1-8 38-4-0 44-11-0
2-5-0 0-�3 0 4-0-3 4-2-13 01410 0--8 7-7-8 7-7-8 3-10-8 4-2-8 6-7-0
1-9-8 1-10-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[6:0-4-0,0-4-8],[8:0-5-4,0-2-12],[12:0-0-0,0-1-8],[14:0-3-4,0-2-4]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.12 13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.23 11-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:332 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
2-18,10-13:2x4 SP No.2,7-12:2x4 SP No.3 5-1-0 oc bracing:17-19
WEBS 2x4 SP No.3 10-0-0 oc bracing:12-14
WEBS 1 Row at midpt 5-15,8-14
REACTIONS. (size) 2=0-8-0,10=0-4-0,19=0-4-0
Max Horz 2=301(LC 12)
Max Uplift 2=-259(LC 12),10=-608(LC 12),19=-967(LC 12)
Max Grav 2=578(LC 17),10=1473(LC 18),19=2367(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-546/256,3-4=-113/340,4-5=-42/270,5-6=-1740/1097,6-7=-2037/1317,
7-8=-2026/1318,8-9=-1221/717,9-10=-1375/843
BOT CHORD 2-20=-402/604,19-20=-402/601,17-19=-1842/1007,4-17=-324/322,15-17=-149/327,
14-15=-872/1689,7-14=-484/518
WEBS 3-20=0/272,3-19=-852/567,5-17=-1408/846,5-15=-874/1692,6-15=-683/644,
6-14=-293/349,11-14=-525/932,8-14=-690/1214,8-11=-642/578,9-11=-612/1168
NOTES- ,,t11111111ll,�
1)Unbalanced roof live loads have been considered for this design. �� \3LIU S CF 1.*..
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; � ......... •� op
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 15-0-0,Exterior(2R) ,� ••' GEN,3
15-0-0 to 29-1-11,Interior(1)29-1-11 to 38-4-0,Exterior(2E)38-4-0 to 44-9-4 zone;C-C for members and forces&MWFRS for •• F•••, ��
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1J
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0•'. �/
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 lb uplift at joint 2,608 lb uplift at %'� O R`10 Q;••��,��
joint 10 and 967 lb uplift at joint 19. 0 •. ••• `�,�
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum I • �
• ` �
sheetrock be applied directly to the bottom chord. ��I,,��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063319
2711493 A62 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:56 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-m21 gvaECO1 hGXrVPt5RSVDwgjuMvmnzQn_vfzgzEZm 1
-1-0 6-7-0 13-0-0 18-7-11 24-8-14 29-11-0 35-1-8 40-4-0 44-11-0
-0- 6-7-0 6-5-0 5-7-11 6-1-3 5-2-2 5-2-8 5-2-8 4-7-0
Scale=1:80.6
6x8 7x8= 2x4 11 4x8=
4x4= 6x8=
4 5 27 286 29 30 7 8 9
6.00 12 5x6
4x4 i 26 10
3 19
0
a n'
ST1.5x8 STP— 00
19 16 7x1 a O
f'0S 1 2 4x8— 18 17 N
`11
3x6=
22 21 20 3x4— 15 14 13 12 11
4x6— 2x4 11 6x8= 2x4 11 4x4— 3x8— 3x6 11
13-2-0
6-7-0 13-1-0 13-,1-8 21-84 29-11-0 30 3-0 35-1-8 40-4-0 44-11-0
6-7-0 6-6-0 0--8 8-6d 8-2-12 0 0 4-10-8 4-7-0
0-0-8
Plate Offsets(X,Y)-- [6:0-4-0,0-4-8],[16:0-4-12,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.14 16-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.34 16-17 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:318 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
4-21:2x6 SP No.2,7-14:2x4 SP No.3 5-3-0 oc bracing:19-21
WEBS 2x4 SP No.3 10-0-0 oc bracing:14-16
WEBS 1 Row at midpt 5-19,8-12
REACTIONS. (size) 2=0-8-0,11=0-4-0,21=0-4-0
Max Horz 2=301(LC 12)
Max Uplift 2=-238(LC 12),11=-600(LC 12),21=-994(LC 12)
Max Grav 2=482(LC 17),11=1237(LC 22),21=1971(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-433/200,3-4=-140/355,4-5=-90/288,5-6=-1538/1006,6-7=-2076/1395,
7-8=-2057/1392,8-9=-743/613,9-10=-883/593,10-11=-1 194/816
BOT CHORD 2-22=-372/480,21-22=-372/480,19-21=-1619/1028,4-19=-493/399,17-19=-647/1074,
16-17=-1109/1882,7-16=-287/325,12-13=-762/1257
WEBS 3-22=0/277,3-21=-761/591,5-19=-1695/1092,5-17=-402/856,6-17=-636/543,
6-16=-166/260,13-16=-796/1351,8-16=-650/1123,8-13=-427/375,8-12=-867/524,
10-12=-611/1014
1)Unbalanced roof live loads have been considered for this design. ,�LjU S CF�,,,j�i
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ,� .• �G E Ns•• ��
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 13-0-0,Exterior(2R) �� •• F••••
13-0-0 to 27-1-11,Interior(1)27-1-11 to 40-4-0,Exterior(2E)40-4-0 to 44-9-4 zone;C-C for members and forces&MWFRS for No 34869
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
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 • 4%
will fit between the bottom chord and any other members. '�(•�•• Q;••
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 lb uplift at joint 2,600 lb uplift at `'s•<0 R\'o•' ��,��
joint I I and 994 lb uplift
8)This truss design r t requires a ���
minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum joint 21. �'�iS��N
sheetrock be applied directly to the bottom chord.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063320
2711493 A63 Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:58 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-iQ9QKGFSwfx_n9fo?W Uwbe?_chO8EezjFlOm 1 YzEZm?
-1-0-p 5-7-0 11-0-0 18-10-14 26-8-0 34-5-2 42-4-0 ,44-11-0
]-0- 5-7-0 5-5-0 7-10-14 7-9-2 7-9-2 7-10-14 2-7-0
Scale=1:79.0
5x8=
7x8= 2x4 11 7x8= 5x12=
6.00 12 4 5 23 24 25 6 26 7 8 5x8
22 9
4x4
3 m
v o
m
ST1.5x8 STP— `O
a
12
o „
18 17 27 16 15 28 14 13 29 12 30 11 10
5x6— 2x4 11 3x4= 4x6 3x4= 3x10= 4x6 5x6= 5x6= 3x6
5-7-0 11 0 18-10-14 26-8-0 34-5-2 42 4-0 44-11-0
5-7-0 5-5-0 7-10-14 7-9-2 7-9-2 7-10-14 2-7-0
Plate Offsets(X,Y)-- [4:0-5-4,0-2-12],[5:0-4-0,0-4-8],[7:0-4-0,0-4-8],[8:0-7-4,0-2-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.37 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.59 14-15 >908 180
BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.18 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:302 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied.
13-16:2x4 SP No.1 WEBS 1 Row at midpt 4-15,5-14,7-14,8-12
WEBS 2x4 SP No.3*Except*
9-10:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,10=0-4-0
Max Horz 2=304(LC 12)
Max Uplift 2=-949(LC 12),10=-891(LC 12)
Max Grav 2=2225(LC 17),10=2027(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4060/2101,3-4=-3566/1942,4-5=-4078/2315,5-6=-3960/2188,6-7=-3960/2188,
7-8=-2920/1671,8-9=-1012/567,9-10=-2041/1116
BOT CHORD 2-18=-2059/3666,17-18=-2059/3666,15-17=-1739/3216,14-15=-2233/4102,
12-14=-1604/2969,11-12=-460/863
WEBS 3-17=-524/395,4-17=-108/530,4-15=-599/1212,5-15=-501/447,6-14=-442/420,
7-14=-718/1259,7-12=-1171/899,8-12=-1378/2552,8-11=-1 308/925,9-11=-959/1802
TS-
NOU Ebalanced roof live loads have been considered for this design. ` LIU S!LF����
I
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ,� .•'\G E•N
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 11-0-0,Exterior(2R) •• F•••, ��
11-0-0 to 25-1-11,1nterior(1)25-1-11 to 42-4-0,Exterior(2E)42-4-0 to 44-8-4 zone;C-C for members and forces&MWFRS for 34869
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. 1J
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0•'. �(/
will fit between the bottom chord and any other members,with BCDL=10.Opsf. %'� O R`Q Q;•'��,��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 949 lb uplift at joint 2 and 891 lb uplift at 00' •. •••• `�,�
joint 10. I� / ••�` %
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ON
sheetrock be applied directly to the bottom chord.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063321
2711493 A64 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:15:59 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-AdjoYbG4hy3rOJE_YE?97rY255Mlz4VtTy8JZ_zEZm_
-1-0-p 4-7-0 9-0-0 14-11-4 20-10-8 26-9-12 , 32-9-0 , 38-8-4 , 44-11-0
1-0- 4-7-0 4-5-0 5-11 4 5-11 4 5-11-4 5-11-4 5-11-4 6-2-12
Scale=1:79.1
5x8= 2x4 7x8= 2x4 7x8= 2x4 5x6=
6.00 12 4 5 24 6 25 26 7 8 27 9 10
4x4 i
3
ST1.5x8 STP—
12
ess
20 19 18 17 16 15 14 13 12 11
4x6— 2x4 I I 3x4= 4x6— 4x8= 2x4 I I 3x8= 4x6— 2x4 11 5x12= 3x6
4-7-0 9-0-0 14-11-4 20-10-8 26-9-12 32-9-0 38-8-4 44-11-0
4-7-0 4-5-0 5-11 4 5-11 4 5-11-4 5-11-4 5-11-4 6-2-12
Plate Offsets(X,Y)-- [4:0-5-4,0-2-12],[6:0-4-0,0-4-8],[8:0-4-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.51 15-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.67 15-16 >797 180
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.22 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:295 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-12,10-12
REACTIONS. (size) 11=0-4-0,2=0-8-0
Max Horz 2=316(LC 12)
Max Uplift 11=-893(LC 12),2=-950(LC 12)
Max Grav 11=1790(LC 1),2=1852(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3415/2114,3-4=-3157/2025,4-5=-3862/2513,5-6=-3862/2513,6-7=-4173/2522,
7-8=-4173/2522,8-9=-2071/1219,9-10=-2071/1219,10-11=-1731/1098
BOT CHORD 2-20=-2112/2976,19-20=-2112/2976,17-19=-1898/2803,16-17=-2709/4310,
15-16=-2709/4310,13-15=-2009/3411,12-13=-2009/3411
WEBS 3-19=-307/276,4-19=-76/296,4-17=-782/1345,5-17=-362/402,6-17=-570/351,
7-15=-368/326,8-15=-652/969,8-12=-1703/1033,9-12=-393/438,10-12=-1523/2580
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; ``t11111111111�'
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Exterior(2R)9-0-0 to 23-1-11,Interior(1)
23-1-11 to 44-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� .•'��,E N S'•. �i�
to the use of this truss component. F ��
3)Provide adequate drainage to prevent water ponding. No 34869 �
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 893 lb uplift at joint 11 and 950 lb uplift *'actr
at joint 2. .0 4%
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord. ,�� < ORON Ak-
1811111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063322
2711493 A65 Half Hip Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:03 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-3OyJNzJbkBZGtwYln335HhirXij8vwVSOa6XhmzEZlw
-1-0-Q 3-11-4 7-0-0 12-6-4 17-10-12 23-3-4 28-7-12 34-0-4 39-4-12 44-11-0
1-0- 3-11 4 3-0-12 5-6 4 5-4-8 -8 5 4-8 5-6-4
Scale=1:79.2
6.00 12 8x10=
4x6= 8x10= 3x6 II 4x6= 8x10= 4x6= 6x8=
4 26 27 5 28 29 30 6 3132 33 7 34 35 36 837 38 399 40 41 10 42 48 44 11
4x4 i
3
ST1.5x8 STP=
12
0
22 21 45 46 20 47 48 19 49 18 50 51 17 52 53 16 54 15 55 14 56 57 13 58 59 60 12
5x6— 2x4 II 4x4= 4x6= 7x8—4x4— 4x8 4x4— 6x8— 4x6— 5x8= 3x6 II
3-11-4 7-0-0 12-6-4 17-10-12 23-3-4 28-7-92 34-0-4 39-4-12 44-11-0
3-11 4 3-0-12 5-6 4 5 4-8 5 4-8 5 4-8 5-4-8 5-4-8 5-6 4
Plate Offsets(X,Y)-- [2:Edge,0-0-4],[4:0-5-0,0-3-10],[6:0-5-0,0-6-0],[9:0-5-0,0-6-0],[12:Edge,0-3-8],[13:0-3-8,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.56 17-18 >963 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.67 17-18 >799 180
BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(CT) 0.15 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:694 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x8 SP 240OF 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 5-6-13 cc purlins,
1-4:2x6 SP No.2 except end verticals.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-7-1 cc bracing.
15-19:2x6 SP M 26
WEBS 2x4 SP No.3*Except*
5-18,6-17,8-17,9-16,10-14,11-13:2x4 SP No.2
REACTIONS. (size) 12=0-4-0,2=0-8-0
Max Horz 2=252(LC 25)
Max Uplift 12=-2225(LC 8),2=-2162(LC 8)
Max Grav 12=4105(LC 29),2=3816(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-7552/4217,3-4=-7684/4343,4-5=-10638/5934,5-6=-12731/7004,6-7=-13297/7270,
7-8=-13297/7270,8-9=-12305/6702,9-10=-9748/5293,10-11=-5704/3095,
11-12=-3984/2254
BOT CHORD 2-22=-3882/6745,21-22=-3882/6745,20-21=-3952/6898,18-20=-5931/10636,
17-18=-7038/12777,16-17=-6702/12305,14-16=-5357/9846,13-14=-3095/5704
WEBS 3-21=-449/520,4-21=-91/508,4-20=-2353/4481,5-20=-2163/1431,5-18=-1281/2532, `IIIII II11111,�'
9-16=-1618/295969-14 32363/9555,10 145/2622/4826661, ?100/13$3 08 216873/1042, `�US LF� '0�',
11-13=-3666/6747 �� G E N
NOTES- No 34869
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 cc,2x8-2 rows staggered at 0-9-0 cc,2x4-1 row at 0-9-0 cc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc.
Webs connected as follows:2x4-1 row at 0-9-0 cc. c
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. <C/
3)Unbalanced roof live loads have been considered for this design. Q Q;•������
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; `, ••(•1'•.O•R�
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 I, l)� •�` ��
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6)Provide adequate drainage to prevent water ponding. Julius Lee PE No.34869
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634
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 6904 Parke East Blvd.Tampa FL 33610
will fit between the bottom chord and any other members. Date:
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2225 lb uplift at joint 12 and 2162 lb May 25,2021
CorttpldbatgpiO3f e 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063322
2711493 A65 Half Hip Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:03 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-3OyJNzJbkBZGtwYln335HhirXij8vwVSOa6XhmzEZlw
NOTES-
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)330 lb down and 411 lb up at 7-0-0,232 lb down and 221 lb up at
9-0-12,232 lb down and 221 lb up at 11-0-12,232 lb down and 221 lb up at 13-0-12,232 lb down and 221 lb up at 15-0-12,232 lb down and 221 lb up at 17-0-12,232
lb down and 221 lb up at 19-0-12,232 lb down and 221 lb up at 21-0-12,232 lb down and 221 lb up at 23-0-12,232 lb down and 221 lb up at 25-0-12,232 lb down and
221 lb up at 27-0-12,232 lb down and 221 lb up at 29-0-12,232 lb down and 221 lb up at 31-0-12,232 lb down and 221 lb up at 33-0-12,232 lb down and 221 lb up at
35-0-12,232 lb down and 221 lb up at 37-0-12,232 lb down and 221 lb up at 39-0-12,and 232 lb down and 221 lb up at 41-0-12,and 232 lb down and 221 lb up at
43-0-12 on top chord,and 296 lb down and 152 lb up at 7-0-0,83 lb down at 9-0-12,83 lb down at 11-0-12,83 lb down at 13-0-12,83 lb down at 15-0-12,83 lb down
at 17-0-12,83 lb down at 19-0-12,83 lb down at 21-0-12,83 lb down at 23-0-12,83 lb down at 25-0-12,83 lb down at 27-0-12,83 lb down at 29-0-12,83 lb down at
31-0-12,83 lb down at 33-0-12,83 lb down at 35-0-12,83 lb down at 37-0-12,83 lb down at 39-0-12,and 83 lb down at 41-0-12,and 83 lb down at 43-0-12 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:1-4=-60,4-11=-60,12-23=-20
Concentrated Loads(lb)
Vert:4=-280(B)21=-296(B)7=-135(B)17=-58(B)15=-58(B)26=-135(B)27=-135(B)28=-135(B)29=-135(B)30=-135(B)31=-135(B)33=-135(B)35=-135(B)
36=-1 35(B)37=-1 35(B)38=-1 35(B)39=-1 35(B)40=-1 35(B)41=-1 35(B)42=-1 35(B)43=-1 35(B)44=-1 35(B)45=-58(B)46=-58(B)47=-58(B)48=-58(B)49=-58(B)
50=-58(B)51=-58(B)52=-58(B)53=-58(B)54=-58(B)55=-58(B)56=-58(B)57=-58(B)58=-58(B)59=-58(B)60=-58(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063323
2711493 AG1 Monopitch Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:04 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-XaWhbJKDVVh7V47yLnaKgvF2966deZ4cdEr4ECzEZly
3-8-0
3-8-0
Scale=1:14.7
2
2x4
6.00 F12
1
S x =
4°
4° 7 3
2x4
4x6=
3-8-0
3-8-0
Plate Offsets(X,Y)-- [1:0-0-0,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.04 3-6 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:34 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0,3=Mechanical
Max Horz 1=105(LC 21)
Max Uplift 1=-422(LC 8),3=-470(LC 8)
Max Grav 1=1041(LC 25),3=1031(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)2-ply truss to be connected together as follows:
Top chords connected with 10d(0.131"x3")nails as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected with 10d(0.131"xY)nails as follows:2x6-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,,t11111111//,,
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. `�� •� �j,
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� G•E•N S 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 •• F•�•, ��
will fit between the bottom chord and any other members. 34869
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 422 lb uplift at joint 1 and 470 lb uplift at
joint 3.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1754 lb down and 762 lb up at 1J
1-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Z
OLOAD CASE(S) Standard • O R Q Q:•'�����
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �j •. •
Uniform Loads(plf) �
Vert:1-2=-60,3-4=-20 fit�11111j1���
Concentrated Loads(lb)
Vert:7=-1495(B) Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063324
2711493 B01 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:06 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-TzeSO?MT16xrkNGKTCdovKKRXwzl6S4v4YKB14zEZlt
1-0-0 10-4-0 20-8-0 21-8-0
1-0-0 104-0 10-4-0
Scale=1:37.6
4x4=
7 24
23 8
6
5 9
4 10
6.00 12
3x4 6 3 11 3x4
2 12
�1 13 icoo
0
4x8 i 22 21 20 19 18 17 16 15 14 4x8
5x6=
20-8-0
20-8-0
Plate Offsets(X,Y)-- [2:0-1-0,0-2-0],[12:0-1-0,0-2-0],[18:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 13 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 13 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:110 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-8-0.
(lb)- Max Horz 2=258(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)22,14 except 2=-118(LC 12),19=-110(LC 12),20=-108(LC 12),
21=-114(LC 12),17=-110(LC 12),16=-108(LC 12),15=-114(LC 12),12=-118(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,18,19,20,21,22,17,16,15,14,12
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 5-6=-114/301,6-7=-116/400,7-8=-116/400,8-9=-81/268
BOT CHORD 21-22=-81/251,20-21=-81/251,19-20=-81/251,18-19=-81/251,17-18=-81/251,
16-17=-81/251,15-16=-81/251,14-15=-81/251
WEBS 6-19=-163/279,5-20=-149/301,4-21=-152/298,3-22=-158/295,8-17=-161/277,
9-16=-150/302,10-15=-151/298,11-14=-161/298
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=2ft;
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 9-0-0,Exterior(2N)9-0-0 to 10-4-0,Corner(3R) �`SUS LF,� �j
10-4-0 to 20-4-0,Exterior(2N)204-0 to 21-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 `�� .••��,E N S• �i�
plate grip DOL=1.60 •• F••••
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry N 0 34869
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5)All plates are 2x4 MT20 unless otherwise indicated. r
6)Gable requires continuous bottom chord bearing. 4/
7)Gable studs spaced at 2-0-0 oc. •'
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i� O R Q Q:••��,��
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ••••
will fit between the bottom chord and any other members. / `
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,14 except ISIO N A'1�``0%��
(jt=lb)2=118,19=110,20=108,21=114,17=110,16=108,15=114,12=118.
11)No notches allowed in overhang and 10000 from left end and 10000 from right end or 12"along rake from scarf,whichever is Julius Lee PE No.34869
larger. Minimum 1.5x4 tie plates required at 2-0-0 D.C.maximum between the stacking chords. For edge-wise notching,provide at MiTek USA,Inc.FL Cert 6634
least one tie plate between each notch. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063325
2711493 B02 Common 5 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:07 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-x9Bq DLM5oQ3i MXrXOv81 SXtW2KCgrsA2JC4kgXzEZIs
1-0-0 5-3-0 10-4-0 15-5-0 20-8-0 21-8-0
1-0-0 5-3-0 5-1-0 5-1-0 5-3-0 1-0-0
Scale=1:38.0
4x6=
4
16 17
6.00 12
2x4\\ 2x4
3 5
ci
2 6
7 m
1 1. = x = I19
a
e e 9 8 e e
5x6= 3x4=
4x4= 4x4=
6-11-5 13-8-11 20-8-0
6-11-5 6-9-5 6-11-5
Plate Offsets(X,Y)-- [2:0-0-0,0-1-8],[9:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.08 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.13 8-9 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:96 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,6=0-8-0
Max Horz 2=-274(LC 10)
Max Uplift 2=-489(LC 12),6=-489(LC 12)
Max Grav 2=887(LC 1),6=887(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1371/1128,3-4=-1210/1100,4-5=-1210/1100,5-6=-1371/1128
BOT CHORD 2-9=-858/1290,8-9=-401/821,6-8=-850/1163
WEBS 4-8=-379/519,5-8=-361/478,4-9=-379/519,3-9=-360/478
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 10-4-0,Exterior(2R)
10-4-0 to 20-8-0,Interior(1)20-8-0 to 21-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ``i,1111111/11.
plate grip DOL=1.60 ,��� �`JUS LF 'rI�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific % • ��j
to the use of this truss component. ,�� .••�(,E N S•• �i�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •• F•••• ��
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 34869
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=489,6=489.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �'U •c
sheetrock be applied directly to the bottom chord. .0 ,�44/
•
C?
/111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063326
2711493 B03 Common 5 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:07 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-x9BgDLM5oQ3iMXrXOv81 SXtW1 KCdrs52JC4kgXzEZIs
1X
5-3-0 10-4-0 15-5-0 20-8-0
5-3-0 5-1-0 5-1-0 5-3-0
4x6= Scale=1:37.8
4 16
15
6.00 12
2x4\\ 2x4
3 5
oi
2 6
,. x cc
0
e e 8 7 e e
5x6= 3x4=
4x4= 4x4=
6-11-5 13-8-11 20-8-0
6-11-5 6-9-5 6-11-5
Plate Offsets(X,Y)-- [2:Edge,0-1-4],[6:Edge,0-1-4],[8:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.08 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.13 7-8 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:94 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0,2=0-8-0
Max Horz 2=266(LC 11)
Max Uplift 6=-404(LC 12),2=-491(LC 12)
Max Grav 6=825(LC 1),2=888(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1374/1143,3-4=-1213/1114,4-5=-1219/1107,5-6=-1380/1135
BOT CHORD 2-8=-932/1279,7-8=-477/810,6-7=-896/1172
WEBS 4-7=-385/528,5-7=-366/482,4-8=-376/519,3-8=-360/478
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 10-4-0,Exterior(2R)
10-4-0 to 20-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,``t11111111111�'
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,� X S �F I,
to the use of this truss component. ,�
4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�` .•'��,E N S'•. �i�
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 •' F ' ��
will fit between the bottom chord and any other members. N 0 34869
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=404,2=491.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
•
o. P.,
�
OR
1ONA;
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063327
2711493 B04 GABLE 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:09 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-tYJaeOOMK1 KQbr?v8KAVXyyyy7?gJpzLmVZrvPzEZlq
1-0-0 2 4-0 6-0-1 13-11-15 17-8-0 20-0-0 21-0-0
1-0-0 2-4-0 3-8-1 7-11-14 3-8-1 2 4-0 1-0-0
Scale=1:37.7
4x6= 9 4x6=
5 6 7 8
4 10
Oi 6.00 12
3x4 i 11 3x4� ,o
3 N
A
2 12
13I<o
,
19
.................................b
4x8 i 22 21 20 19 18 17 16 15 14 4x8
5x6=
2 4-0 17-8-0 20-0-0
2-4-0 15-4-0 2-4-0
Plate Offsets(X,Y)-- [2:0-1-0,0-2-0],[5:0-0-0,0-0-0],[9:0-0-0,0-0-0],[12:0-1-0,0-2-0],[18:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 12 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 12 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-0-0.
(lb)- Max Horz 2=154(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)16,17,18,19,20,22,14 except 2=-136(LC 12),21=-113(LC 12),
15=-113(LC 12),12=-136(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,16,17,18,19,20,21,15,12,22,14
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 6-7=-62/250,7-8=-62/250
WEBS 4-21=-147/288,10-15=-146/290,3-22=-143/269,11-14=-146/278
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=2ft;
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,�� �L�US ��
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �% � j0i�
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,�� ••'�G E N S*•
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : •• F ��
to the use of this truss component. N 34869
5)Provide adequate drainage to prevent water ponding.
6)All plates are 2x4 MT20 unless otherwise indicated. * •�
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc. 9
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)*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 �<C/
will fit between the bottom chord and any other members. .0.0 Q Q;• ��
0., �
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,17,18,19, 4 CO R
except G
12)No notches allow dt in overhang end 10000 from eft a d6and 10000 from right end or 12"along rake from scarf,whichever is �� ON
AL �
larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at .01811111111��
least one tie plate between each notch. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063328
2711493 B05 Hip 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:10 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-LktzrMP_5LSHD?a6i2hk4AV2XXE12GfU?91ORszEZlp
1-0-0 4-1-1 8-0-1 11-11-15 15-10-15 20-0-0 21-0-0
1-0-0 4-1-1 3-11-0 3-11-14 3-11-0 4-1-1 1-0-0
Scale=1:36.2
5x6=
5x6=
4 5
6.00 12
2x4 1:22x4 i
3 6
T
a
2 7
g co
1 1. TP= ST1.5x8 — Io
s 10 9 e e
5x6= 3x4=
4x4= 4x4=
6-8-11 13-3-5 20-0-0
6-8-11 6-6-10 6-8-11
Plate Offsets(X,Y)-- [4:0-3-0,0-2-7],[5:0-3-0,0-2-7],[10:0-2-12,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.12 10-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.16 10-13 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
4-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,7=0-8-0
Max Horz 2=-218(LC 10)
Max Uplift 2=-476(LC 12),7=-476(LC 12)
Max Grav 2=860(LC 1),7=860(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1342/1083,3-4=-1158/956,4-5=-915/896,5-6=-1160/958,6-7=-1342/1082
BOT CHORD 2-10=-819/1253,9-10=-528/915,7-9=-829/1143
WEBS 3-10=-327/338,4-1 0=-1 29/321,5-9=-131/320,6-9=-325/337
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `� • ��j
to the use of this truss component. ,�� .• G E ICI S*'•
4)Provide adequate drainage to prevent water ponding. �� •' F ••. ��
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=476,7=476.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 0
sheetrock be applied directly to the bottom chord. o 0,�• Q' ��(/,�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063329
2711493 B06 Common 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:11 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-gxRL3iPcsea8g991 FIDzcN 1 DHxazngYeEp2yzlzEZlo
-1-0-0 5-1-0 10-0-0 14-11-0 20-0-0
1-0-0 5-1-0 4-11-0 4-11-0 5-1-0
4x6= Scale=1:36.7
4
15
6.00 12
2x4\\ 2x4
3 5
2 6
m
1 1. TP LLI ST1.5x8 = o
r s 8 7 s e
5x6= 3x4=
4x4= 4x4=
6-8-11 13-3-5 20-0-0
6-8-11 6-6-10 6-8-11
Plate Offsets(X,Y)-- [6:0-0-0,0-1-8],[8:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.07 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.12 7-8 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0,2=0-8-0
Max Horz 2=258(LC 11)
Max Uplift 6=-391(LC 12),2=-478(LC 12)
Max Grav 6=798(LC 1),2=861(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1325/1134,3-4=-1170/1106,4-5=-1176/1088,5-6=-1331/1112
BOT CHORD 2-8=-926/1233,7-8=-478/783,6-7=-878/1130
WEBS 4-7=-334/507,5-7=-351/429,4-8=-371/498,3-8=-346/470
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 10-0-0,Exterior(2E)
10-0-0 to 20-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,``t11111111111�'
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,� X S �F I,
to the use of this truss component. ,�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�` .•'��,E N S'•. �i�
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 •' F ' ��
will fit between the bottom chord and any other members. N 0 34869
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=391,2=478.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
•
o. P.,
�
OR
1ONA;
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063330
2711493 B07 Common Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:12 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-17?jG2QEdyi?SlkUpSkC9baPILssW3WnTTnVWkzEZln
5-1-0 10-0-0 14-11-0 20-0-0
5-1-0 4-11-0 4-11-0 5-1-0
4x4= Scale=1:36.3
3
6.00 12
3x4 i 3x4
2 4
1 5
ST1.5 TP= ST1.5x8 = o
e e 16 17 9 8 18 7 19 20 6 21 22 a
4x4= 2x4 4x6= 7x8= 2x4 11 4x4=
5-1-0 10-0-0 14-11-0 20-0-0
5-1-0 4-11-0 4-11-0 5-1-0
Plate Offsets(X,Y)-- [1:Edge,0-0-13],[5:Edge,0-0-13]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.15 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.55 Horz(CT) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:220 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0,5=0-8-0
Max Horz 1=-242(LC 6)
Max Uplift 1=-1449(LC 8),5=-1440(LC 8)
Max Grav 1=2893(LC 29),5=2621(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-5017/2561,2-3=-3592/1989,3-4=-3590/1988,4-5=-4848/2667
BOT CHORD 1-9=-2203/4558,7-9=-2203/4558,6-7=-2295/4277,5-6=-2295/4277
WEBS 3-7=-1530/2873,4-7=-1427/858,4-6=-469/946,2-7=-1594/753,2-9=-362/1078
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply toOjos c �I�
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� •`� ��j
3)Unbalanced roof live loads have been considered for this design. `�� ••• C,E N S• �i�
4)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; •• F••••
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 No 34869
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 17 t
will fit between the bottom chord and any other members. .0 �(J
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •'
1=1449,5=1440. �i� Q Q;•�\�,,�
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)568 lb down and 256 lb up at 0 R
2-0-0,386 lb down and 182 lb up at 4-0-0,449 lb down and 191 lb up at 6-0-0,506 lb down and 222 lb up at 8-0-0,537 lb down S%N A•••• •�`,1�
and 334 lb up at 10-0-0,606 lb down and 387 lb up at 12-0-0,442 lb down and 239 lb up at 14-0-0,and 320 lb down and 196 lb up fill,' � ��
at 16-0-0,and 239 lb down and 168 lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s)is the
1111
responsibility of others. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063330
2711493 B07 Common Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:12 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-17?jG2QEdyi?SlkUpSkC9baPILssW3WnTTnVWkzEZln
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-5=-60,10-13=-20
Concentrated Loads(lb)
Vert:8=-434(B)7=-522(B)16=-487(B)17=-386(B)18=-488(B)19=-576(B)20=-425(B)21=-310(B)22=-232(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063331
2711493 B08 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:13 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-mJZ5UORsOGgs4SJgNAFRho7QDkH3FYRxh7X22BzEZlm
1-0-0, 4-0-0 6-4-8 , 7-11-4 , 11-8-12 15-8-0
1-0-0 4-0-0 2-4-8 1-6-12 3-9-8 3-11-4
4x4 11 Scale=1:47.3
9
TOP CHORD MUST BE BRACED BY END JACKS,
ROOF DIAPHRAGM,OR PROPERLY CONNECTED 32
PURLINS AS SPECIFIED.
31
30
5x6 i 6
5x6
6.00 12 29 3 — 8 4x6=
28
I(x12= _
ST1.5x8 STP= 4
m
N
2
1
24 15 25 14 3x4=
3x4— 3x6= 3x10= 13 12 26 27 11
4-0-0 7-11-4 10-3-8 ,1 2,1-8-1 15-8-0
4-0-0 3-11-4 2 4-4 1-5-4 3-11-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.03 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.03 14-15 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:142 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
4-9:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at Jt(s):7,8
9-11,3-15:2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. All bearings 5-8-0 except Qt=length)2=0-8-0,13=0-3-8.
(lb)- Max Horz 2=482(LC 8)
Max Uplift All uplift 100 lb or less atjoint(s)13 except 11=-180(LC 8),2=-299(LC 8),12=-485(LC 8)
Max Grav All reactions 250 lb or less at joint(s)11,13 except 2=677(LC 1),12=958(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-781/293,4-5=-797/531,5-7=-769/547,7-8=-769/547,8-10=-204/320,
9-10=-306/285,2-3=-982/335,4-6=-353/182
BOT CHORD 2-15=-584/874,14-15=-572/848,13-14=-258/143,12-13=-258/143
WEBS 7-14=-620/611,8-14=-881/1278,8-12=-736/508,10-12=-279/126,6-7=-742/701
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; III I I I I I III j�'
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `�
� US C c If�2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,� •`� �j
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `�� ••'\G E N
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•�•,
to the use of this truss component. No 34869
4)Provide adequate drainage to prevent water ponding.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
jP/
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 44/
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) �� O R, ��,��
11=180,2=299,12=485. s(•1'•..••••..•
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190 lb down and 342 lb up at �4'1O N A'II`"0%��
4-0-0,148 lb down and 148 lb up at 6-0-12,148 lb down and 152 lb up at 8-0-12,149 lb down and 152 lb up at 10-0-12,and 148
lb down and 152 lb up at 12-0-12,and 148 lb down and 152 lb up at 14-0-12 on top chord,and 78 lb down at 4-0-0,36 lb down at Julius Lee PE No.34869
6-0-12,36 lb down at 8-0-12,and 36 lb down at 12-0-12,and 36 lb down at 14-0-12 on bottom chord. The design/selection of MiTek USA,Inc.FL Cert 6634
such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610
12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Date:
May 25,2021
G1$IE fte3tandard
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063331
2711493 B08 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:13 2021 Page 2
I D:1 GUe3u0MODF17d F2MaL?wAz22s2-mJZ5UORsOGgs4SJgNAFRho7QDkH3FYRxh7X22BzEZIm
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:3-4=-60,11-21=-20,1-3=-60,4-9=-60
Concentrated Loads(lb)
Vert:14=-26(B)6=-44(B)24=-70(B)25=-26(B)26=-26(B)27=-26(B)28=-1 04(B)29=-44(B)30=-44(B)31=-44(B)32=-44(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063332
2711493 B09 Monopitch 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:14 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-EV7ThkSU9ZyihcttxtmgE0fm28d0_uT4wnGcadzEZll
5-2-8 9-11-0 15-8-0
1-0-0 5-2-8 4-8-8 5-9-0
Scale=1:46.9
2x4 11
5
6.00 12
4x4 i
4
15
a
7x8
3
ST1.5x8 STP=
1 2 x12= 6 4x4= I9
10 9 8
11
4x4= 2x4
3x4=
5-2-8 9-11-0 1 q-3r0 15-8-0
5-2-8 4-8-8 0-4-0 5-5-0
Plate Offsets(X,Y)-- [3:0-4-0,0-4-8],[7:0-6-4,0-4-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.04 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.08 6-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.05 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:113 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied. Except:
4-9:2x4 SP No.3 10-0-0 oc bracing:7-9
WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 5-11
5-11:2x4 SP No.2
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
REACTIONS. (size) 2=0-8-0,11=0-4-0 LOADS IMPOSED BY SUPPORTS(BEARINGS).
Max Horz 2=509(LC 12)
Max Uplift 2=-269(LC 12),11=-418(LC 12)
Max Grav 2=729(LC 17),11=749(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-994/449,3-4=-791/412,6-11=-749/679
BOT CHORD 2-10=-959/989,4-7=-283/468,6-7=-716/770
WEBS 3-10=-147/289,7-10=-940/978,3-7=-260/282,4-6=-922/866
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 15-6-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `F
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• �j
to the use of this truss component. �� .• G E Ns••
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F•••.
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 nJ 34869
will fit between the bottom chord and any other members.
5)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=269,11=418. 0
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum O
0. T . O
sheetrock be applied directly to the bottom chord. i� R,Q
ON
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063333
2711493 B10 Monopitch 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:15 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-iigrv4T6wt4ZJmS3UbHvnDCu7YzNjMrD9RO973zEZlk
5-2-8 9-11-0 15-8-0
5-2-8 4-8-8 5-9-0
Scale=1:46.9
2x4
5
6.00 12
4x4
16
4
v
5x6
3
3x4 i
ST1.5x8 STIR=
2
1
x12= 6 4x4= I9
10 9
8 11
4x4= 2x4 11
3x6
O 4 0 5-2-8 9-11-0 1q-3r0 15-8-0
0-4-0 4-10-8 4-8-8 0-4-0 5-5-0
Plate Offsets(X,Y)-- [1:044,0-0-3],[3:0-3-0,0-3-0],[7:0-64,0-4-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.08 6-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:98 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied. Except:
4-9:2x4 SP No.3 10-0-0 oc bracing:7-9
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-11
5-11:2x4 SP No.2
SLIDER Left 2x4 SP No.3 A 1-10-0 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
REACTIONS. (size) 1=0-4-0,11=0-4-0 LOADS IMPOSED BY SUPPORTS(BEARINGS).
Max Horz 1=453(LC 12)
Max Uplift 1=-171(LC 12),11=-420(LC 12)
Max Grav 1=648(LC 17),11=737(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-3=-876/451,3-4=-749/402,6-11=-737/698
BOT CHORD 1-10=-963/910,4-7=-277/430,6-7=-728/741
WEBS 3-10=-133/266,7-10=-932/884,3-7=-213/282,4-6=-886/876
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-4-0 to 10-4-0,Interior(1)10-4-0 to 15-6-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �%, •• 0�0
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� •'�G E Ns
to the use of this truss component. �� F ••. ��
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 34869
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =
will fit between the bottom chord and any other members.
5)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0
1=171,11=420. O
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 0 R
sheetrock be applied directly to the bottom chord.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063334
2711493 B11 MONOPITCH GIRDER 1 q
J Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:16 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-AuEE6PTIgBCQxw1 F21o8JRI1 ByAMSpPNN51jfVzEZlj
5-2-8 9-11-0 15-8-0
5-2-8 5-9-0
2x4 11 Scale=1:49.9
4
6.00 12
4x6 i
3
5x6
2
1
5 O
ST1.5 — 19 5x8= q
cell 20 21
14 15 16 9 17 18 8 7 10
7x8 8x10— 6x8 11
7x10=
OT4 0 5-2-8 9-11-0 1q-3 0 15-8-0
0-4-0 4-10-8 4-8-8 D-4-0 5-5-0
Plate Offsets(X,Y)-- [1:0-0-0,0-3-5],[2:0-3-0,0-3-0],[3:0-1-12,0-1-12],[5:0-4-8,0-2-8],[6:0-8-4,0-54],[8:0-44,0-1-0],[9:0-3-8,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.15 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.22 5-6 >816 180
BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(CT) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:345 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins,
BOT CHORD 2x6 SP M 26*Except* except end verticals.
3-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except:
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:6-8
4-10:2x4 SP M 31,6-9:2x6 SP No.2 WEBS 1 Row at midpt 4-10
WEDGE
Left:2x4 SP No.3 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
REACTIONS. (size) 1=0-4-0,10=0-4-0 LOADS IMPOSED BY SUPPORTS(BEARINGS).
Max Horz 1=453(LC 8)
Max Uplift 1=4015(LC 8),10=-3887(LC 8)
Max Grav 1=9042(LC 2),10=8192(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-13299/5858,2-3=-8888/3927,5-10=-8192/3887
BOT CHORD 1-9=-5594/11810,8-9=-798/1636,6-8=-1089/2524,3-6=-4092/9138,5-6=-3902/8213
WEBS 2-9=-1626/3357,6-9=-4879/10339,2-6=-4072/1938,3-5=-9795/4649
NOTES- `%%J111111111
1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: �`�U S L �j
Top chords connected as follows:2x4-1 row at 0-9-0 oc. �� • ��j
Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. ,�� .•'�t,E N g'•. �i�
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� •• F ��
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 of 34869
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9
to the use of this truss component.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O '• ��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 .0i�'�� • O R Q Q:•
will fit between the bottom chord and any other members. .•••. G`�?
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,���� O N AL``,�`,,
capacity of bearing surface. I�11111110
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=4015,10=3887. Julius Lee PE No.34869
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2181 lb down and 990 lb up at MiTek USA,Inc.FL Cert 6634
1-8-0,2181 lb down and 990 lb up at 3-8-0,2181 lb down and 992 lb up at 4-8-0,2184 lb down and 997 lb up at 6-8-0,2184 lb 6904 Parke East Blvd.Tampa FL 33610
down and 1002 lb up at 8-8-0,1814 lb down and 822 lb up at 10-8-0,and 1701 lb down and 790 lb up at 12-8-0,and 1733 lb down Date:
and 793 lb up at 14-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. May 25,2021
Continued on page 2
LOAD CASE(S) Standard
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063334
2711493 B11 MONOPITCH GIRDER 1 q
J Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:16 2021 Page 2
IDA GUe3u0MODF17dF2MaL?wAz22s2-AuEE6PTIgBCQxw1 F21o8JRI1 ByAMSpPNN51jfVzEZlj
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-60,8-11=-20,7-8=-20,5-6=-20
Concentrated Loads(lb)
Vert:14=-1992(F)15=-1992(F)16=-1992(F)17=-1995(F)18=-1995(F)19=-1631(F)20=-1561(F)21=-1564(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063335
2711493 B12 Common Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:17 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-e4ocJIU N RU KHY4cScOJNseH DJ McGBNfWclVGByzEZli
-1-0-0 5-1-0 10-0-0 14-11-0 20-0-0
1-0-0 5-1-0 4-11-0 4-11-0 5-1-0
4x4= Scale=1:36.9
4
6.00 12
3x4 3x4
3 5
2 LJ
1 1. P LL ST1.5x8 = o
10 9 17 18 8 19 20 7 21 22 ITT
4x4= 2x4 4x6= 3x8= 2x4 11 4x4=
5-1-0 10-0-0 14-11-0 20-0-0
5-1-0 4-11-0 4-11-0 5-1-0
Plate Offsets(X,Y)-- [2:0-1-12,0-0-7],[6:0-1-12,0-0-7]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.11 7-8 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.36 Horz(CT) -0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:223 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0,2=0-8-0
Max Horz 2=258(LC 7)
Max Uplift 6=-2389(LC 8),2=-1661(LC 8)
Max Grav 6=1763(LC 37),2=1955(LC 36)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3615/3119,3-4=-2365/2583,4-5=-2377/2585,5-6=-3111/4189
BOT CHORD 2-10=-2693/3336,8-10=-2693/3336,7-8=-3661/2712,6-7=-3661/2712
WEBS 4-8=-2055/1801,5-8=-1106/1896,5-7=-1831/732,3-8=-1418/702,3-10=-355/1018
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc. ``tI111111II1,�
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 toojU S c �I�
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,� •`� ��j
3)Unbalanced roof live loads have been considered for this design. `�� •• �,ENS*
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft; �� •• F•••,
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 No 34869
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. 44/
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=1b) �� ,• "C/,�
6=2389,2=1661. Q P;�N���
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)624 lb down and 387 lb up at Sl(•1'• R .
5-0-0,421 lb down and 248 lb up at 7-0-0,428 lb down and 264 lb up at 9-0-0,218 lb down and 468 lb up at 11-0-0,227 lb down
and 550 lb up at 13-0-0,247 lb down and 655 lb up at 15-0-0,and 249 lb down and 659 lb up at 16-0-0,and 230 lb down and 591
lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
Julius Lee PE No.34869
LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063335
2711493 B12 Common Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:17 2021 Page 2
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-e4ocJIU N RU KHY4cScOJNseH DJ McGBNfWclVGByzEZli
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-4=-60,4-6=-60,11-14=-20
Concentrated Loads(lb)
Vert:7=233(B)1 0=-624(B)17=-407(B)18=-420(B)19=146(B)20=1 87(B)21=238(B)22=21 1(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063336
2711493 B13 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:18 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-6H M_X5V?CoS8ADBeAjrcOsgUVl3SwurgrPEpjOzEZlh
1-0-0 10-8-0 21-4-0 22 4-0
1-0-0 10-8-0 10-8-0
Scale=1:38.7
4x4
7
6 23 248
5 9
4 10
6.00 12
3x4 3 11 3x4
2 12
E1 13To
1"
0
XXXXXXXXXXX
i
4x8 i 22 21 20 19 18 17 16 15 14 4x8�
5x6=
21-4-0
21-4-0
Plate Offsets(X,Y)-- [2:0-1-0,0-2-0],[12:0-1-0,0-2-0],[18:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 12 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 12 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:116 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 21-4-0.
(lb)- Max Horz 2=-266(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-121(LC 12),19=-109(LC 12),20=-109(LC 12),21=-110(LC
12),22=-111(LC 12),17=-109(LC 12),16=-109(LC 12),15=-110(LC 12),14=-111(LC 12),12=-121(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,18,19,20,21,22,17,16,15,14,12
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 5-6=-116/310,6-7=-119/407,7-8=-119/408,8-9=-84/284
BOT CHORD 21-22=-84/259,20-21=-84/259,19-20=-84/259,18-19=-84/259,17-18=-84/259,
16-17=-84/259,15-16=-84/259,14-15=-84/259
WEBS 6-19=-163/263,5-20=-151/306,4-21=-146/287,3-22=-177/332,8-17=-161/261,
9-16=-152/307,10-15=-145/286,11-14=-180/335
NOTES-
1)Unbalanced roof live loads have been considered for this design. `%%J 11111 lll1
Wind: 7-16;
SCE
2)Cat 11;AExp C;Encl.,GCpii=0. 8;(MWFRS(directional)and C-C Co ne(3E)p1-0 0 to 9-0-0,Exterior(2N)9-0-0 to10 8-0,Corner(3R) ,, ,3�jus L0*,
10-8-0 to 20-8-0,Exterior(2N)20-8-0 to 22-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ,� .••�Ci E N S••. i�
plate grip DOL=1.60 �� •• F
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry No 34869
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc. •�C/,4%
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '��• O R Q Q:••��,�
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide G•`�
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 2,109 lb uplift at �I�111111111���`
joint 19,109 lb uplift at joint 20,110 lb uplift at joint 21,111 lb uplift at joint 22,109 lb uplift at joint 17,109 lb uplift at joint 16,110 lb
uplift at joint 15,111 lb uplift at joint 14 and 121 lb uplift at joint 12. Julius Lee PE No.34869
11)No notches allowed in overhang and 10000 from left end and 10000 from right end or 12"along rake from scarf,whichever is MiTek USA,Inc.FL Cert 6634
larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at 6904 Parke East Blvd.Tampa FL 33610
least one tie plate between each notch. Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063337
2711493 B14 Common 5 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:19 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-bTwMkRWdz6a?oN mgjQMrx3NZt913fHpp43_NGgzEZlg
1-0-0 5-5-0 10-8-0 15-11-0 21-4-0 ,22-4-0
1-0-0 5-5-0 5-3-0 5-3-0 5-5-0 1-0-0
Scale=1:39.4
4x6=
4
17 18
6.00 12
2x4\\ 2x4
3 5
16 19
2
1 — 6 7 m
.5 x Iu;
0
9 8
5x6= 3x4=
4x4= 4x4=
7-2-0 14-2-0 21-4-0
7-2-0 7-0-0 7-2-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-8],[9:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.08 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.14 8-9 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,6=0-8-0
Max Horz 2=-282(LC 10)
Max Uplift 2=-502(LC 12),6=-502(LC 12)
Max Grav 2=913(LC 1),6=913(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1420/1139,3-4=-1254/1110,4-5=-1254/1110,5-6=-1420/1139
BOT CHORD 2-9=-868/1336,8-9=-404/849,6-8=-864/1205
WEBS 4-8=-383/539,5-8=-374/485,4-9=-383/539,3-9=-374/485
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 10-8-0,Exterior(2R)
10-8-0 to 20-8-0,Interior(1)20-8-0 to 22-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 &SUS
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. `�� .•' C,ENS*-.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F •••
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 34869
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 502 lb uplift at joint 2 and 502 lb uplift at
joint 6.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 17 t
sheetrock be applied directly to the bottom chord. �(J
%0
iS181N A�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063338
2711493 B15 Common 5 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:20 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-3fUkynWFkPisQXL1 H8t4UHvkcZeFOjyzljjwoHzEZlf
1-0-0 5-5-0 10-8-0 15-11-0 21-4-0
1-0-0 5-5-0 5-3-0 5-3-0 5-5-0
4x6= Scale=1:38.9
4 17
16
6.00 F12
2x4\\ 2x4
3 5
15 18
2 6
0
r e 8 7 e e
5x6= 3x4=
4x4= 4x4=
7-2-0 14-2-0 21-4-0
7-2-0 7-0-0 7-2-0
Plate Offsets(X,Y)-- [2:Edge,0-1-4],[6:0-0-0,0-1-4],[8:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.08 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.14 7-8 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:97 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0,2=0-8-0
Max Horz 2=274(LC 11)
Max Uplift 6=-417(LC 12),2=-504(LC 12)
Max Grav 6=852(LC 1),2=915(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1423/1153,3-4=-1256/1124,4-5=-1262/1117,5-6=-1429/1147
BOT CHORD 2-8=-941/1325,7-8=-479/838,6-7=-903/1214
WEBS 4-7=-390/547,5-7=-379/490,4-8=-380/539,3-8=-374/485
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 10-8-0,Exterior(2R)
10-8-0 to 20-8-0,Interior(1)20-8-0 to 21-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ``i,1111111/11.
plate grip DOL=1.60 ,��� �`JUS �F �I�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific % • ��j
to the use of this truss component. ,�� .••�G E N S•• �#
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •• F• i
••• 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 34869
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 lb uplift at joint 6 and 504 lb uplift at
joint 2.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �'U •c
sheetrock be applied directly to the bottom chord. .o
•
C? �
sSloNA\-
E�;•``•
111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063339
2711493 C1 Jack-Open 10 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:21 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-Xs2797XtVjgj 1 hwDrrOJOUS_Sz5g7FH6XNTTKjzEZle
-1-0-0 0-10-15
1-0-0 0-10-15
Scale=1:7.8
3
6.00 12
2
a
0
M
n'
0
1
ST1.5x8 STP—
Q° 4
3x4=
0-10-15
0-10-15
Plate Offsets(X,Y)-- [2:0-0-0,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=72(LC 12)
Max Uplift 3=-12(LC 9),2=-135(LC 12),4=-4(LC 1)
Max Grav 3=13(LC 17),2=133(LC 17),4=19(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ,,�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 lb uplift at joint 3,135 lb uplift at joint �`�U S��
2 and 4 lb uplift at joint 4. G E N
No 34869
= yt =
•
,S,ON A�
11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063340
2711493 C3 Jack-Open 8 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:21 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-Xs2797XtVjgj1 hwDrrOJOUSzZz3d7FH6XNTTKjzEZle
1-0-0 2-10-15
1-0-0 2-10-15
Scale=1:12.8
3
6.00 12
2
, 1
S T11.5x8 STP=
0° 4
3x4=
2-10-15
2-10-15
Plate Offsets(X,Y)-- [2:0-0-0,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=131(LC 12)
Max Uplift 3=-74(LC 12),2=-126(LC 12)
Max Grav 3=91(LC 17),2=192(LC 17),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit d any other
5)Refer between
r ogirder(s)forottom tru stoord tru truss members.
connections.
'uS�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 3 and 126 lb uplift at ��
joint 2. �� G E N S•
No 34869
= yt =
•
,S,ON A�
11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063341
2711493 C5 Jack-Open 4 1
Job Reference(optional)
ProBuild,Plant City,FL,33563 8.430 s Nov 30 2020 MiTek Industries,Inc.Tue May 25 09:22:19 2021 Page 1
I DA GUe3uOMODF17d F2MaL?wAz22s2-m51SNsrmBFOKOnrHTPUfttiGfgQ9w4UCN7aVtDzDOLo
-1-0-0 4-10-15
1-0-0 4-10-15
Scale=1:17.7
3
6.00 12
2
1 ST . TP=
4
4x4=
4-10-15
4-10-15
Plate Offsets(X,Y)-- [2:0-0-4,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.07 4-7 >895 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.06 4-7 >933 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=130/Mechanical,2=260/0-8-0,4=58/Mechanical
Max Horz 2=190(LC 12)
Max Uplift 3=-135(LC 12),2=-144(LC 12)
Max Grav 3=164(LC 17),2=273(LC 17),4=89(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ``j J 111111//J..
5)Refer to girder(s)for truss to truss connections. � `'u S C I��
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 3 and 144 lb uplift at ,�� �,
joint 2. � �,.\G......
S. .
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
No 34869
LOAD CASE(S) Standard
* :c_
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063342
2711493 E4 Jack-Open 5 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:24 2021 Page 1
I D:1 GUe3uOMODF17dF2MaL?wAz22s2-xRj Fn9ZmoeDlu8eoW_xOe74RfA1 jKcl YDLh8x2zEZlb
1-0-0 4-0-0
1-0-0 4-0-0
Scale=1:15.5
3
6.00 12
co
co
� N
CV
2
1 S1 x TP=
4
d°
3x4=
4-0-0
4-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.03 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.03 4-7 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=163(LC 12)
Max Uplift 3=-107(LC 12),2=-135(LC 12)
Max Grav 3=131(LC 17),2=236(LC 17),4=72(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will 5)Refer oetween the girder(s)forottom tru s toord tru trussd any other connections.members. ,,`�;1'u S ��1
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 3 and 135 lb uplift at ,�
joint 2.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �� •• F•.•,
sheetrock be applied directly to the bottom chord. No 34869
oip •;� •
S
SRO N A,- 0"0%
1811111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063343
2711493 E4E Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:24 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-xRjFn9ZmoeDlu8eoW_xOe74RfA1 kKcl YDLh8x2zEZlb
1-0-0 4-0-0
1-0-0 4-0-0
Scale=1:15.5
3
6.00 12
co
co
� N
CV
2
1
3x4=
4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.03 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.03 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied.
REACTIONS. All bearings 4-0-0 except(jt=length)3=Mechanical,3=Mechanical.
(lb)- Max Horz 2=163(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)except 3=-107(LC 12),2=-135(LC 12)
Max Grav All reactions 250 lb or less at joint(s)3,3,2,4,2
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Lumber designated with a"P"is pressure-treated with preservatives.Plate lateral resistance values have been reduced 20%where
used in this lumber.Plates should be protected from corrosion per the recommendation of the treatment company.Borate or other ,,� I�
suitable treatment may be used if it does not corrode the plates.If ACQ,CBA,or CA-B treated lumber is used,improved corrosion `� •vLIV S LF F
protection is required,and G185 galvanized plates may be used with this design.Incising factors have not been considered for this �%.••\G E N S••
design. Building designer to verify suitability of this product for its intended use. �� •• F•••. 10
6)Refer to girder(s)for truss to truss connections. 34869
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 3,135 lb uplift at
joint 2 and 135 lb uplift at joint 2.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord. !c
441 •
i
•
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063344
2711493 E7 Jack-Open 27 1
Job Reference(optional)
ProBuild,Plant City,FL,33563 8.430 s Nov 30 2020 MiTek Industries,Inc.Tue May 25 09:23:12 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-jISUUzUOiX3ptwOS42x4X2OMwBQ_l2b?ZtwoDfzDOKz
-1-0-0 7-0-0
1-0-0 7-0-0
Scale=1:22.6
3
6.00 12
N O
V
n
A
2
1 ST
6°
o°
6° g
4
4x6=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:Edge,0-1-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.20 4-7 >406 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >406 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=195/Mechanical,2=342/0-8-0,4=78/Mechanical
Max Horz 2=253(LC 12)
Max Uplift 3=-200(LC 12),2=-167(LC 12)
Max Grav 3=245(LC 17),2=361(LC 17),4=123(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ``tI1111111111�
5)Refer to girder(s)for truss to truss connections. %%% `'u S C I��
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint 3 and 167 lb uplift at ,�� �� Fir �j,
joint 2. `,� G E N S. .
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .' �, F '.� 100
sheetrock be applied directly to the bottom chord.
No 34869
LOAD CASE(S) Standard
* :c_
11"S;O N A;110 E0%.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063345
2711493 E7V Jack-Open 11 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:26 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-tprOCgbOKFT?8SoAeP_UjY9gV_a8oW W rhfAE?wzEZIZ
-1-0-0 7-0-0
1-0-0 7-0-0
Scale:1/2"=1'
4
6.00 12 to
LIS
N
3x4 i M
3
0
2
1 ST1. _
d' 3.00 12
d• d•
4x6
Plate Offsets(X,Y)-- [2:0-1-9,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.23 5-10 >366 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.20 5-10 >420 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
SLIDER Left 2x4 SP No.3 A 1-11-12
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=253(LC 12)
Max Uplift 4=-185(LC 12),2=-172(LC 12)
Max Grav 4=227(LC 17),2=378(LC 17),5=115(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-277/110
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,``tI1111111111�'
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 � X) � S �F If
will fit between the bottom chord and any other members. ��j
5)Refer to girder(s)for truss to truss connections. `�` .•'�G i ENS'• yp
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •' F•'•, o
capacity of bearing surface. NO 34869
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 4 and 172 lb uplift at
joint 2.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord. •c
•
'#,._411"Jil
S;O N A;
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063346
2711493 E24 Jack-Open 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:22 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-?2bVNTYVG 1 yafrVPPZvYZi?9CNQ_siXFml C1 s9zEZld
1-0-0 2-4-0
1-0-0 24-0
Scale=1:11.4
3
6.00 12
9 op
co
N
2
1
T1.5x8 STP=
Q° 4
3x4=
2-4-0
2-4-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 4-7 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=113(LC 12)
Max Uplift 3=-56(LC 12),2=-123(LC 12)
Max Grav 3=70(LC 17),2=171(LC 17),4=40(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit 5)Refer oetween the girder(s)forottom tru stoord tru trussd any other connections.members. ,`,,`�;11US���, '0
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 123 lb uplift at % ��j
joint 2. N
��, ••�'\ �• �i
34869
•
=-U: 'cc
ft
sS�ONAL�?•%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063347
2711493 E38 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:23 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-TE9tapZ81 K4RH?4byGQn5vXHkmiCb9nP_hyaPbzEZlc
1-0-0 3-8-0
1-0-0 3-8-0
Scale=1:14.7
3
6.00 12
u?
N N
2
1
S . x TP=
4
3x4=
3-8-0
3-8-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.02 4-7 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=153(LC 12)
Max Uplift 3=-97(LC 12),2=-132(LC 12)
Max Grav 3=118(LC 17),2=222(LC 17),4=67(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit d any other
5)Refer between
r ogirder(s)forottom tru s toord tru truss members.
connections.
ons ��% .IV S,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 132 lb uplift at `% •
joint 2. G E N S+
34869
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063348
2711493 E52 Jack-Open 2 1
Job Reference(optional)
ProBuild,Plant City,FL,33563 8.430 s Nov 30 2020 MiTek Industries,Inc.Tue May 25 09:24:06 2021 Page 1
I DA GUe3u0M0DFl7d F2MaL..wAz22s2-gV9Xc57GDp1Ik4yeggN WAE5MVZaymOjplcG6b4zDOK8
-1-0-0 5-2-8
1-0-0 5-2-8
Scale=1:19.2
3
6.00 12
0
0
m r"
N
2
1 T . TP=
2° 4
4x4=
5-2-8
5-2-8
Plate Offsets(X,Y)-- [2:0-0-8,0-1-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.08 4-7 >759 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.08 4-7 >795 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=139/Mechanical,2=272/0-8-0,4=61/Mechanical
Max Horz 2=199(LC 12)
Max Uplift 3=-143(LC 12),2=-147(LC 12)
Max Grav 3=175(LC 17),2=286(LC 17),4=94(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. 111111/
5)Refer to girder(s)for truss to truss connections. `�U S � ��j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 3 and 147 lb uplift at %% �,3 F�c ..
joint 2. �� G E N
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
No 34869
LOAD CASE(S) Standard •:
4S/ON A E"0%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063349
2711493 EG5 Monopitch Girder 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:16:27 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-MOPOQAce5ZbsIcNNB6VjGli01 O7uxzm_vJwoYNzEZIY
4-11-4
4-11-4
Scale=1:17.8
2
2x4 I I
6.00 F12
1
9 3
8 4 2x4
3x4=
1-10-8 4-11-4
1-10-8 3-0-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 3-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:47 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=1-10-8,3=Mechanical,4=0-3-8
Max Horz 1=143(LC 8)
Max Uplift 1=-78(LC 6),3=-86(LC 8),4=-355(LC 8)
Max Grav 1=237(LC 29),3=139(LC 28),4=686(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)2-ply truss to be connected together as follows:
Top chords connected with 10d(0.131"x3")nails as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected with 10d(0.131"xY)nails as follows:2x6-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,tt,1111 t 111//,�'
to the use of this truss component. � 0\
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� •� �j,
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 G•E•N,3
will fit between the bottom chord and any other members. •• F•�•, 010
7)Refer to girder(s)for truss to truss connections. 034869
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 1,86 lb uplift at joint 3
and 355 lb uplift at joint 4.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)547 lb down and 276 lb up at
1-0-0,and 90 lb down and 51 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the 1J
responsibility of others.
LOAD CASE(S) Standard O R Q P,••��,�`
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 •.
Uniform Loads(plf) �4 `
��
Vert:1-2=-60,3-5=-20 l'�. NA�
O 111j1���
Concentrated Loads(lb)
Vert:8=-460(B)9=-90(B) Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063350
2711493 FW01 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:17:21 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-mOgoleGWN90CEvVIMSTOS8xEF9ZBBMCxKi?fREzEZki
-�-OiO 20-11-3 32-4-13 41-0-0 46-4-0 58-8-0
1'-0-b 20-11-3 11-5-10 8-7-3 5-4-0 12-4-0
Scale=1:109.3
2x4 I I 2x4
4x6=2x4 11 2x4 11 2x4 11 6x8=
6.00 12 2x4 II 2x4
2x4 II 12 13 14 158616 17 18 19 20 2x4 II
2x4 11 11 2x4 11 2x4 2x4 11
7x8�2x4 11 2x4 21 g 10 22 4x6=2x4 11 6x8=
8 23 25 26 2x4 11
2x4 7 28 2x4 11 0
2x4 11 6 65 27 29 2x4 11
2x4 5 30 2x4 11
4x4 4 31 4x4
2 3 32
33
01 m
cI I6
0 6
4x6=64 63 62 61 60 59 58 56 55 54 53 52 51 50 49 47 46 45 44 43 42 40 39 38 37 36 35 34
4x4- 2x4 11 4x4- 57 2x4 11 2x4 11 2x4 11 2x4 48 2x4 11 2x4 11 41 2x4 11 2x4 11 4x4= 4x6
4x6- =
2x4 11 2x4 11 2x4 11 2x4 2x4 2x4 2x4 6x8= 2x4 2x4 11 2x4 11
2x4 11 2x4 11 2x4 11
2x4 4x6=
2x4
58-8-0
58-8-0
Plate Offsets(X,Y)-- [7:0-4-0,0-4-8],[19:0-4-0,0-3-8],[27:0-4-0,0-3-8],[42:04-0,0-14]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 1 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 33 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:678 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-1-0(19-47);8-1-0(18-49);8-1-0
OTHERS 2x4 SP No.3 (17-50);8-1-0(16-51);8-1-0(15-52);8-1-0
(14-53);7-10-0(12-54);6-10-0(11-55);
7-1-4(2046);6-1-4(2145);
REACTIONS. All bearings 58-8-0.
(lb)- Max Horz 2=523(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)49,50,51,52,53,54,60,61,46,
40,39 except 2=-115(LC 12),55=-109(LC 12),56=-115(LC 12),58=-112(LC 12),
59=-201(LC 12),62=-114(LC 12),63=-175(LC 12),45=-116(LC 12),44=-108(LC
12),43=-149(LC 12),42=-104(LC 12),38=-112(LC 12),37=-110(LC 12),
36=-111(LC 12),35=-178(LC 12)
Max Grav All reactions 250 lb or less at joint(s)33,2,47,49,50,51,52,53,54,
55,56,58,60,61,62,63,64,46,45,44,43,42,40,39,38,37,36,35,
34 except 59=268(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-349/330,3-4=-348/338,4-5=-325/310,5-6=-301/277,6-7=-278/252,7-8=-270/295, ,``tI11111'11111
8-9=-247/383,9-10=-225/482,10-11=-202/585,11-12=-207/682,12-13=-206/655, `�� X SUS �F
13-14=-200/672,14-15=-200/672,15-16=-200/672,16-17=-200/672,17-18=-200/672, ,� �j
18-19=-200/672,19-20=-213/675,20-21=-1 83/586,21-22=-147/483,22-23=-114/387, `�� ••' .G E N S••. �i�
23-24=-59/255,24-25=-70/273,25-26=-70/273,26-27=-70/273,27-28=-70/259,
31-32=-293/127 No 34869
BOT CHORD 62-63=-169/407,61-62=-169/407,60-61=-169/407,59-60=-169/407,58-59=-154/467,
56-58=-154/467,55-56=-154/467,54-55=-154/467,53-54=-154/467,52-53=-154/467,
51-52=-154/467,50-51=-1 54/467,49-50=-154/467,47-49=-154/467,46-47=-154/467,
45-46=-154/467,44-45=-154/467,43-44=-154/467,42-43=-154/467,40-42=-154/467, cc
39-40=-154/467,38-39=-155/468,37-38=-155/468,36-37=-155/468,35-36=-155/468
WEBS 5-62=-157/312,4-63=-145/281,20-46=-149/261,21-45=-155/313,22-44=-152/299, <C/
23-43=-146/310,29-37=-151/303,30-36=-154/302,31-35=-142/273,32-35=-109/313 10i�
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=2ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 9-0-0,Exterior(2N)9-0-0 to 20-11-3,Corner(3R) Julius Lee PE No.34869
20-11-3 to 30-11-3,Exterior(2N)30-11-3 to 32-4-13,Corner(3E)32-4-13 to 41-0-0,Exterior(2N)41-0-0 to 46-4-0,Corner(3R)46-4-0 MiTek USA,Inc.FL Cert 6634
to 56-4-13,Exterior(2N)56-4-13 to 58-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 6904 Parke East Blvd.Tampa FL 33610
plate grip DOL=1.60 Date:
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry May 25,2021
CorGmb[R RWpQg1iP8s as applicable,or consult qualified building designer as per ANSI/TPI 1.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063350
2711493 FW01 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:17:21 2021 Page 2
IDA GUe3uOMODF17dF2MaL?wAz22s2-mOgoleGWN90CEvVIMSTOS8xEF9ZBBMCxKi?fREzEZki
NOTES-
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.
5)Provide adequate drainage to prevent water ponding.
6)All plates are 3x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'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.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)49,50,51,52,53,54,60,61,46,40,39 except Qt=lb)
2=115,55=109,56=115,58=112,59=201,62=114,63=175,45=116,44=108,43=149,42=104,38=112,37=110,36=111,35=178.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063351
2711493 FW02 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:18:20 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-Ylk68pzW U HggpzW5JL1 DLatJLxi 1 V2pduOoH?JzEZjn
10 0 20-11-3 32-4-13 40-5-8 45-9-8 58-8-0
_020-11-3 11-5-10 8-0-11 12-10-8
Scale=1:114.0
3x4= 3x4=
3x4= 3x4= 3x4= 6x8=
3x4= 3x4= 3x4= 3x4= 3x4=
�qqq x4= 4x6= 3x4= 3x4= 3x4=
3zo 12 3x4=3x4= 3x4= 3x4= 3x4=
3x4= 13 14 15 166717 18 19 20 21
12 = 4=
11 3 = 3 = 3 = 22 23 5x6= 4x6=
10 3 = 3 =
9 3 = 3 = 3 = 3 = 24 25 26 28
4x6 i 8 3 = 29 0
6 7 66 3 = 3 = 3 = 3 = 2 30 R
5 3 = 31
4x4 4 3 = 3 = 3 = 3 = 32 4x4
' 01 2 3 3 _ 3 _ 3 3 _ 3 - 33 34 co
�i I6
0 0
4x6=65 64 63 62 61 60 59 58 57 56 55 54 5351 52 50 49 48 47 46 45 444243 41 40 39 38 37 36 35
4x4= 4x6= 4x6= 6x8= 4x4= 4x6=
58-8-0
58-8-0
Plate Offsets(X,Y)-- [20:0-4-0,0-3-8],[24:0-3-0,0-3-8],[43:0-4-0,0-1-4],[51:0-2-3,0-2-0]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 1 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 34 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:671 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-1-0(20-48);8-1-0(19-49);8-1-0
OTHERS 2x4 SP No.3 (18-50);8-1-0(17-52);8-1-0(16-53);8-1-0
(15-54);7-10-0(13-55);6-10-0(12-56);
7-1-4(21-47);6-1-4(22-46);
REACTIONS. All bearings 58-8-0.
(lb)- Max Horz 2=524(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)49,50,52,53,54,55,47,43,41,
40 except 2=-109(LC 8),56=-110(LC 12),57=-115(LC 12),59=-108(LC 12),
60=-108(LC 12),61=-108(LC 12),62=-108(LC 12),63=-110(LC 12),64=-186(LC
12),46=-115(LC 12),45=-123(LC 12),44=-151(LC 12),39=-114(LC 12),
38=-109(LC 12),37=-111(LC 12),36=-176(LC 12)
Max Grav All reactions 250 lb or less at joint(s)34,2,48,49,50,52,53,54,55,
56,57,59,60,61,62,63,64,65,47,46,45,44,43,41,40,39,38,37,
36,35
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-356/345,3-4=-362/367,4-5=-339/339,5-7=-315/307,7-8=-292/277,8-9=-269/292, ,``t11111111111�'
9-10=-245/388,10-11=-222/485,11-12=-199/588,12-13=-212/685,13-14=-210/658, `%% X SUS �F
14-15=-205/675,15-16=-205/675,16-17=-205/675,17-18=-205/675,18-19=-205/675, �� �j
19-20=-205/675,20-21=-218/678,21-22=-188/595,22-23=-153/493,23-24=-115/384, `�� •••�G E N S••. �i�
24-25=-83/307,25-26=-84/308,26-27=-84/308,27-28=-95/308,28-29=-76/273, •• F ��
32-33=-275/129 No 34869
BOT CHORD 2-65=-189/254,64-65=-189/254,63-64=-157/459,62-63=-157/459,61-62=-157/459,
60-61=-157/459,59-60=-157/459,57-59=-157/459,56-57=-157/459,55-56=-157/459,
54-55=-157/459,53-54=-157/459,52-53=-157/459,50-52=-157/459,49-50=-157/459,
48-49=-157/459,47-48=-157/459,46-47=-157/459,45-46=-157/459,44-45=-157/459, cc
43-44=-157/456,41-43=-157/456,40-41=-I 57/456,39-40=-157/456,38-39=-157/456,
37-38=-157/456,36-37=-157/456 <C/
WEBS 7-62=-151/270,5-63=-153/305,4-64=-145/281,21-47=-149/260,22-46=-155/312, 10� O Q Q;••\�,,�
23-45=-161/320,24-44=-137/299,29-39=-154/258,30-38=-152/301,31-37=-154/302, ••......I
32-36=-142/273,3-64=-88/271,33-36=-110/307 i lilt
1ONA11 11?���
NOTES-
1)Unbalanced roof live loads have been considered for this design. Julius Lee PE No.34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=2ft; MiTek USA,Inc.FL Cert 6634
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 9-0-0,Exterior(2N)9-0-0 to 20-11-3,Corner(3R) 6904 Parke East Blvd.Tampa FL 33610
20-11-3 to 30-11-3,Exterior(2N)30-11-3 to 32-4-13,Corner(3E)32-4-13 to 40-5-8,Exterior(2N)40-5-8 to 45-9-8,Corner(3R)45-9-8 Date:
to 55-9-8,Exterior(2N)55-9-8 to 58-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate May 25,2021
Cororftiti%ff��2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063351
2711493 FW02 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:18:21 2021 Page 2
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-OxIUL9_9EbyhR75Ht2YStoQU5L2GEV2m72XgYmzEZjm
NOTES-
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or
consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.
5)Provide adequate drainage to prevent water ponding.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'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.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)49,50,52,53,54,55,47,43,41,40 except Qt=lb)
2=109,56=110,57=115,59=108,60=108,61=108,62=108,63=110,64=186,46=115,45=123,44=151,39=114,38=109,37=111,36=176.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063352
2711493 FW03 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:19:16 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-vW6HuzffHUtuXaorb61 McOCuHWp7dNgtm5MEz4zEZiv
-0 0 20-11-3 32-4-13 53-4-0
1'-0 t 20-11-3 11-5-10 20-11-3
Scale=1:98.2
2x4 I I 2x4
4x6= 2x4 11 2x4 11 2x4 6x8=
6.00 12 2x4 11 2x4 II
2x4 II 12 13 14 15 aG 17 18 19 20
2x4 11 11 2x4
2x4 11 10 a, 21 2x4 11
7x8 i 2x4 11 9 22 2x4 11 2x4
23 4x6--
2x4 11
8 24 2x4 11
7 25 2x4 �
2x4 11 659 26 61 q
5
27 2x4 11
4x4-2x4 4 28 4x4
3 29
2 30
01 0
�I 011 I,6
0 0
4x6= 58 57 56 55 54 53 52 5049 48 47 46 44 43 42 41 40 39 37 36 35 34 33 32 31 4x6=
51 45 38
4x4= 2x4 11 2x4 11 4x6-2x4 11 2x4 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 4x4=
2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 2x4 11 2x4 11 2x4 11 2x4 11
2x4 11 2x4 11 2x4 11
4x6= 4x6=
53-4-0
53-4-0
Plate Offsets(X,Y)-- [7:0-4-0,0-4-8],[19:0-4-0,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 1 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 30 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:621 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-1-0(19-41);8-1-0(18-42);8-1-0
OTHERS 2x4 SP No.3 (17-43);8-1-0(16-44);8-1-0(15-46);8-1-0
(14-47);7-10-0(12-48);6-10-0(11-49);
7-1-4(20-40);6-1-4(21-39);
REACTIONS. All bearings 53-4-0.
(lb)- Max Horz 2=524(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)42,43,44,46,47,40,31,30 except
2=-108(LC 8),49=-110(LC 12),50=-115(LC 12),52=-108(LC 12),53=-112(LC
12),54=-109(LC 12),55=-103(LC 12),56=-110(LC 12),57=-185(LC 12),
39=-117(LC 12),37=-109(LC 12),36=-108(LC 12),35=-109(LC 12),34=-108(LC
12),33=-113(LC 12),32=-186(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,41,42,43,44,46,47,48,49,
50,52,53,54,55,56,57,58,40,39,37,36,35,34,33,32,31,30
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-352/340,3-4=-355/357,4-5=-331/329,5-6=-308/298,6-7=-285/268,7-8=-262/270,
1111
81 92 205/658,19 205/658, 1 2/19%79,20 2-205/658, 19 12895 96,258, 1 22=1 1/534 93,22 2358, 111119/395, ,205/658, `r,%%,)�ju S,CF1,,,j��
BOT CHORD 56-57=-164/449,55-56=-164/449,54-55=-164/449,53-54=-163/453,52-53=-163/453, :�� •,•�\G E N SF.••• ���'
50-52=-163/453,49-50=-163/453,48-49=-163/453,47-48=-163/453,46-47=-163/453, No 34869
44-46=-163/453,43-44=-163/453,42-43=-163/453,41-42=-163/453,40-41=-163/453,
39-40=-163/453,37-39=-163/453,36-37=-163/453,35-36=-163/453,34-35=-163/453,
33-34=-163/453,32-33=-163/453
WEBS 6-55=-145/262,5-56=-154/306,4-57=-145/281,26-34=-151/284,27-33=-156/310, cc
3-57=-87/274,29-32=-123/327
NOTES- '10� (•� Q P;••����,
1)Unbalanced roof live loads have been considered for this design. `, ••(•1••. R �
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=2ft; I, l)� •�` 1�
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 9-0-0,Exterior(2N)9-0-0 to 20-11-3,Corner(3R) ,��N A�������
20-11-3 to 30-11-3,Exterior(2N)30-11-3 to 32-4-13,Corner(3R)32-4-13 to 42-4-13,Exterior(2N)42-4-13 to 53-4-0 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Julius Lee PE No.34869
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry MiTek USA,Inc.FL Cert 6634
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 6904 Parke East Blvd.Tampa FL 33610
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Date:
to the use of this truss component. May 25,2021
rffi fE drainage to prevent water ponding.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063352
2711493 FW03 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:19:17 2021 Page 2
IDA GUe3uOMODF17dF2MaL?wAz22s2-Njgf5lfH2oO19kN29pYb9bk3Ov9MMgwO?15ovwzEZiu
NOTES-
6)All plates are 3x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'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.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)42,43,44,46,47,40,31,30 except Qt=lb)2=108,
49=110,50=115,52=108,53=112,54=109,55=103,56=110,57=185,39=117,37=109,36=108,35=109,34=108,33=113,32=186.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063353
2711493 FW04 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:19:29 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-10PBcPpoEU W2bal LsKmPe7E?MIDCAADnmd?QwpzEZii
-1-00 0 7-1-1 , 14-0-2 , 20-11-3 , 26-8-0 32 4-13 39-3-14 46-2-15 53-4-0
1-0 b 7-1-1 6-11-15-8-13 5-8-13 6-11-1 6-11-1 7-1-1
Scale=1:103.0
3x4=
3x4=
3x4=
3x4=
5x6=
6.00 12 3x4= 6x8=
5 68 6 69 7
7x8 i
7x8
4 8 70 0
Ci 67 R
66 71 4x4
4x4
9
2 3 ST1.5x8 STP=
0 1 10 m
�ILur imlo
o o
38 37 36 35 34 33 32 30 29 28 27 26 24 23 22 21 20 19 1716 15 14 13 1211
4x4
72 73 31 25 18 4x4= 74 75 4x4= 4x6=
4x6 6x8== = 4x6= 4x6= 4x6=
7-1-1 14-0-2 20-11-3 26-8-0 32-4-13 39-3-14 46-2-15 49-8-0 53-4-0
7-1-1 6-11-1 6-11-1 5-8-13 5-8-13 6-11-1 6-11-1 3-5-1 3-8-0
Plate Offsets(X,Y)-- [4:0-4-0,0-5-0],[5:0-3-0,0-4-0],[7:0-4-0,0-3-8],[8:0-4-0,0-4-8],[33:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.00 65 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.00 65 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.05 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:537 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-1-0(6-24);
OTHERS 2x4 SP No.3
REACTIONS. All bearings 49-8-0 except(jt=length)10=0-8-0.
(lb)- Max Horz 2=523(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-523(LC 12),24=-251(LC 12),
33=-588(LC 12),37=-145(LC 12),16=-536(LC 12),12=-293(LC 1),10=-306(LC
12),11=-417(LC 12)
Max Grav All reactions 250 lb or less at joint(s)21,22,23,26,27,28,29,30,
32,34,35,36,37,38,20,19,17,15,14,13,12 except 2=768(LC 1),
24=454(LC 22),33=858(LC 17),16=811(LC 18),10=568(LC 1),11=727(LC 1),
11=727(LC 1),2=768(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1399/1149,3-4=-1245/959,4-5=-1098/1071,5-6=-836/1108,6-7=-836/1108,
7-8=-1086/1087,8-9=-1208/974,9-10=-998/699
BOT CHORD 2-38=-974/1377,37-38=-974/1377,36-37=-695/1198,35-36=-695/1198,34-35=-695/1198, `%J111111111,�'
33-34=-695/1198,32-33=-395/902,30-32=-395/902,29-30=-395/902,28-29=-395/902,
27-28=-395/902,26-27=-395/902,24-26=-395/902,23-24=-395/902,22-23=-395/902,
21-22=-395/902,20-21=-395/902,19-20=-395/902,17-19=-395/902,16-17=-395/902, `�� ••' G EN
15-16=-622/1021,14-15=-622/1021,13-14=-622/1021,12-13=-622/1021,11-12=-564/880, �� •• F•••,
10-11=-564/880 N o 34869
WEBS 6-24=-413/371,3-37=-254/461,9-11=-629/555,9-12=-163/316,8-16=-788/794,
4-33=-844/854
NOTES-
1)Unbalanced roof live loads have been considered for this design. O
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
A,
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 9-0-0,Interior(1)9-0-0 to 20-11-3,Exterior(2E) � O R,Q
20-11-3 to 32-4-13,Exterior(2R)32-4-13 to 46-6-8,Interior(1)46-6-8 to 53-4-0 zone;C-C for members and forces&MWFRS for Sl(1 •.• •.•••`�,�
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Julius Lee PE No.34869
to the use of this truss component. MiTek USA,Inc.FL Cert 6634
5)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33610
6)All plates are 2x4 MT20 unless otherwise indicated. Date:
7)Gable studs spaced at 2-0-0 oc. May 25,2021
tEdnfhie6f n Ofill designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063353
2711493 FW04 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:19:29 2021 Page 2
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-10PBcPpoEU W2bal LsKmPe7E?MIDCAADnmd?QwpzEZii
NOTES-
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
any other members,with BCDL=I O.Opsf.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 523 lb uplift at joint 2,251 lb uplift at joint 24,588 lb uplift at joint 33,145 lb
uplift at joint 37,536 lb uplift at joint 16,293 lb uplift at joint 12,306 lb uplift at joint 10,417 lb uplift at joint 11 and 523 lb uplift at joint 2.
11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the
bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063354
2711493 FW05 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:20:36 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-ZvyWgJdgS3zX7tvDHvT6sG WYel5QN W ieAYkTnRzEZhf
}-Ot0 20-11-3 32-4-13 41-5-8 , 52-10-0 5p-2 0 58-8-0
1'-0� 20-11-3 11-5-10 9-0-11 114-8 4- 4-6-0
Scale=1:116.5
2x4 11
2x4 11 2x4 11
4x6=2x4 2x4 6x8=
6.00 12 2x4 II 2x4 II 2x4 II
2x4 11 1213 14 156716 17 18 19 20 2x4 II
2x4 2x4
2x4 11 21 2x4 11 2x4 II 2x4 11 7x10=
2x4 2x4 9 10 22 4x6 2x4 11 4x4= 3x8
2x4 2x4 g 23 25 26 27 28 2930 31 3x8 11
4x6 i 7 x10 11 o
4x4 i 5 6 66 68 &33
4
4
2
36
co 1 co
ti IT
0 0
4x6= 65 64 63 62 61 60 59 58 57 56 55 5452 53 51 50 49 48 47 46 4543 44 42 41 40 3938 37 4x6=
2x4 11 2x4 2x4 II 4x6= 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 II 2x4 11 2x4 11 3x8 11
4x4= 2x4 11 2x4 11 2x4 11 2x4 II 2x4 11 2x4 11 2x4 11 2x4 6x8= 2x4 6x8=
2x4 4x6=
52-10-0 58-8-0
52-10-0 5-10-0
Plate Offsets(X,Y)-- [19:0-4-0,0-3-8],[32:0-5-8,0-3-8],[39:0-3-8,0-3-0],[44:0-4-0,0-1-4],[52:0-2-3,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 35 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 31-35 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 36 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:693 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):13-19,24-35,
WEBS 2x4 SP No.3 30-38,32-34. Except:
OTHERS 2x4 SP No.3 6-0-0 oc bracing:33-34
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS Web Brace:Length(member) 8-1-0(19-49);8-1-0(18-50);8-1-0
(17-51);8-1-0(16-53);8-1-0(15-54);8-1-0
(14-55);7-10-0(12-56);6-10-0(11-57);
7-1-4(20-48);6-1-4(21-47);
JOINTS 1 Brace at Jt(s):32
REACTIONS. All bearings 58-8-0.
(lb)- Max Horz 2=-441(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)38,36,2,50,51,53,54,55,56,
65,48,44,42,41,40,39 except 57=-11 O(LC 12),58=-113(LC 12),
60=-108(LC 12),61=-108(LC 12),62=-108(LC 12),63=-117(LC 12),64=-193(LC
12),47=-115(LC 12),46=-108(LC 12),45=-110(LC 12),37=-391(LC 12)
Max Grav All reactions 250 lb or less at joint(s)38,36,2,49,50,51,53,54,55,
56,57,58,60,61,62,63,64,48,47,46,45,44,42,41,40,39 except
65=281(LC 17),37=429(LC 18)
�LIUs L'j
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �j
TOP CHORD 2-3=-302/285,3-4=-297/293,4-6=-275/283,6-7=-251/249,8-9=-204/278, ,�� .••fit✓E N S••. �i�
9-10=-181/376,10-11=-158/477,11-12=-155/575,12-13=-161/565,13-14=-153/577, �� •• F
14-15=-153/577,15-16=-153/577,16-17=-153/577,17-18=-153/577,18-19=-153/576, NO 34869
19-20=-162/570,20-21=-1 30/442,21-22=-95/295,33-34=-110/404
BOT CHORD 63-64=-94/286,62-63=-94/286,61-62=-94/286,60-61=-94/286,58-60=-94/286,
57-58=-94/286,56-57=-94/286,55-56=-94/286,54-55=-94/286,53-54=-94/286,
51-53=-94/286,50-51=-94/286,49-50=-94/286,48-49=-94/286,47-48=-94/286,
46-47=-94/286,45-46=-94/286,44-45=-94/286,42-44=-94/286,41-42=-94/286,
40-41=-94/286,39-40=-94/286 • 4%
WEBS 6-63=-161/290,20-48=-151/267,21-47=-155/311,22-46=-152/298,23-45=-142/281, '�••• Q Q;••����
34-37=-310/1012,31-33=-181/657,3-64=-126/339 �S• .0 R\ G•`�,,�
NOT Ebalanced roof live loads have been considered for this design. ,��TS- �5��
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=2ft; Julius Lee PE No.34869
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 9-0-0,Exterior(2N)9-0-0 to 20-11-3,Corner(3R) MiTek USA,Inc.FL Cert 6634
20-11-3 to 30-11-3,Exterior(2N)30-11-3 to 32-4-13,Corner(3E)32-4-13 to 41-5-8,Exterior(2N)41-5-8 to 55-8-0,Corner(3E)54-0-4 6904 Parke East Blvd.Tampa FL 33610
to 58-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Date:
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry May 25,2021
Corr6mbIwRWpQgtPb as applicable,or consult qualified building designer as per ANSI/TPI 1.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063354
2711493 FW05 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:20:36 2021 Page 2
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-ZvyWgJdgS3zX7tvDHvT6sG WYel5QN W ieAYkTnRzEZhf
NOTES-
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.
5)Provide adequate drainage to prevent water ponding.
6)All plates are 3x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'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.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)38,36,2,50,51,53,54,55,56,65,48,44,42,41,40,
39 except at=lb)57=110,58=113,60=108,61=108,62=108,63=117,64=193,47=115,46=108,45=110,37=391.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063355
2711493 FW06 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:49 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-wys6?HVdFV9AO5?F3kHEJf1 ODB1 CzYDOyPwgrizEZg W
1�-0 0 20-11-3 32-4-13 42-0-0 52-10-0 Sp-2�0 58-8-0
1-0-0 20-11-3 11-5-10 9-7-3 10-10-0 -4-
Scale=1:116.5
2x4
2x4 11 2x4
4x6- =
6.00 12 2x4 II 2x4 2x4 6x8 2x4 II 2x4 11
2x4 11 1314 15 167117 18 19 20 21 2x4 11
2x4 I I 2x4 I I
2x4 11 122 22 2x4 II 2x4 II 2x4 II 3x8 1
11
2x4 2x4 2x4 x4 11 1p 23 24 4x6= 2x4 11 4x4= 7x10-3x8
I I
4x6 i 9 262527 28 29 30 31 32
8 L354X4
o
4x4 i 6 770 0
2x4 5 72
1 4 2 3 73
8
co 1 co
,a I,6
0 0
4x6-69 68 67 66 65 64 63 61 60 59 58 57 56 54 53 52 51 50 49 48 47 45 44 43 42 41 40 39
62 55 46
4x4= 2x4 II 2x4 11 4x6= 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 4x4= 4x6=
2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 2x4 6x8- 2x4 11 4x4- 2x4 11
2x4 4x6=
52-10-0 58-8-0
52-10-0 5-10-0
Plate Offsets(X,Y)-- [20:0-4-0,0-3-8],[33:0-7-8,0-3-8],[47:0-4-0,0-1-4],[55:0-2-3,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 36 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.01 32-36 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 38 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:698 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):14-20,25-36,
WEBS 2x4 SP No.3*Except* 31-41,33-37. Except:
31-41:2x6 SP No.2 6-0-0 oc bracing:34-35,35-37
OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS Web Brace:Length(member) 8-1-0(20-52);8-1-0(19-53);8-1-0
(18-54);8-1-0(17-56);8-1-0(16-57);8-1-0
(15-58);7-10-0(13-59);6-10-0(12-60);
7-1-4(21-51);6-1-4(22-50);
JOINTS 1 Brace at Jt(s):35,33
REACTIONS. All bearings 58-8-0.
(lb)- Max Horz 2=-446(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)41,38,2,53,54,56,57,58,59,
51,47,45,44,43,39 except 60=-11 O(LC 12),61=-113(LC 12),63=-108(LC 12),
64=-108(LC 12),65=-108(LC 12),66=-108(LC 12),67=-109(LC 12),68=-180(LC
12),50=-115(LC 12),49=-109(LC 12),48=-109(LC 12),42=-102(LC 12),
40=-273(LC 12)
Max Grav All reactions 250 lb or less at joint(s)41,38,2,52,53,54,56,57,58,
59,60,61,63,64,65,66,67,68,69,51,50,49,48,47,45,44,43,42, %111111111 j
ao,39 ���uLwS �F�o�ii
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �� . G E N,9
TOP CHORD 2-3=-306/307,3-4=-330/336,4-5=-297/308,5-7=-273/276,9-10=-203/300,
10-11=-180/398,11-12=-157/499,12-13=-161/597,13-14=-167/583,14-15=-159/596, N 34869
15-16=-159/596,16-17=-159/596,17-18=-159/596,18-19=-159/596,19-20=-159/596, = * •:
20-21=-1 68/591,21-22=-137/464,22-23=-1 01/317,34-35=-95/365
BOT CHORD 67-68=-102/300,66-67=-102/300,65-66=-102/300,64-65=-102/300,63-64=-102/300,
61-63=-102/300,60-61=-102/300,59-60=-102/300,58-59=-102/300,57-58=-102/300,
56-57=-102/300,54-56=-102/300,53-54=-102/300,52-53=-102/300,51-52=-102/300, 0
50-51=-1 02/300,49-50=-102/300,48-49=-102/300,47-48=-102/300,45-47=-102/300, O•'
44-45=-102/300,43-44=-102/300,42-43=-102/300 �i',(\,f•�•• p;•• ��
WEBS 7-66=-151/270,5-67=-153/305,4-68=-145/281,21-51=-151/266,22-50=-154/311, �� ` 0 R,'0
23-49=-153/299,24-48=-148/291,35-40=-172/704,3-68=-81/260,32-34=-181/659 ,'��s ONA�-��.�`,,
NOTES-
1)Unbalanced roof live loads have been considered for this design. Julius Lee PE No.34869
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=2ft; MiTek USA,Inc.FL Cert 6634
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 9-0-0,Exterior(2N)9-0-0 to 20-11-3,Corner(3R) 6904 Parke East Blvd.Tampa FL 33610
20-11-3 to 30-11-3,Exterior(2N)30-11-3 to 32-4-13,Corner(3E)32-4-13 to 42-0-0,Exterior(2N)42-0-0 to 55-8-0,Corner(3E)54-0-4 Date:
to 58-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063355
2711493 FWO6 Piggyback Base Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:49 2021 Page 2
IDA GUe3uOM0DF17dF2MaL?wAz22s2-wys6?HVdFV9AO5?F3kHEJf10DB1 CzYDOyPwgrizEZg W
NOTES-
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or
consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.
5)Provide adequate drainage to prevent water ponding.
6)All plates are 3x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'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.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)41,38,2,53,54,56,57,58,59,51,47,45,44,43,39
except Qt=lb)60=110,61=113,63=108,64=108,65=108,66=108,67=109,68=180,50=115,49=109,48=109,42=102,40=273.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063356
2711493 H4 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:55 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-16DOFKaOrLwK60SPP?NeZwH_fc?UNJzGKLN93MzEZgQ
-1-5-0 2-8-15 5-7-2
1-5-0 2-8-15 2-10-3
Scale:3/4"=1'
3
Ia
a
9 0
4.24 12
N
u)
8 5
N
2
1
1 S1 1.5x8 STP=
10 11 4
4°
3x4=
5-7-2
5-7-2
Plate Offsets(X,Y)-- [2:0-0-0,0-1-1]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.05 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 4-7 >712 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=162(LC 8)
Max Uplift 3=-134(LC 8),2=-217(LC 8)
Max Grav 3=145(LC 1),2=319(LC 1),4=103(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ``�/►111111/��'
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
3=134,2=217.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1 lb down and 30 lb up at 1-4-9, ,�� •�G E N S+••.
1 lb down and 30 lb up at 1-4-9,and 4 lb down and 81 lb up at 4-2-8,and 4 lb down and 81 lb up at 4-2-8 on top chord,and 5 lb up �� •• F ••. ��
at 1-4-9,5 lb up at 1-4-9,and 5 lb down at 4-2-8,and 5 lb down at 4-2-8 on bottom chord. The design/selection of such 34869
connection device(s)is the responsibility of others. =
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard !c
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 441
Uniform Loads(plf) .0
Vert:1-3=-60,4-5=-20 �i�'� •• Q Q;•.\�,,�
Concentrated
Vert 11a10(F)-5,B=-5) ',,,40'I� �ONA�-��.�`,,,
///11111111�`
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063357
2711493 H7 Diagonal Hip Girder 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:57 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-hVL8gObeNyA2LKcoXQQ6eLNGuPZCr9TZofsF7EzEZgO
1-5-0 4-10-7 8-2-1 9-10-1
1-5-0 4-10-7 3-3-10 1-8-0
5 Scale=1:23.5
2x4 Io
4
4.24 12 14
3x4
3
13 w
a o
r V
M
12
2
1 S _
o' 15 16 8 17 7
6° 6.
2x4 11 3x4= 6
3x4=
4-10-7 8-2-1 9-10-1
4-10-7 3-3-10 1-8-0
Plate Offsets(X,Y)-- [2:0-0-0,0-1-1]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.18 7-8 >658 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.23 7-8 >505 180
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:44 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-8-0,6=Mechanical
Max Horz 2=252(LC 8)
Max Uplift 5=-128(LC 8),2=-295(LC 8),6=-142(LC 8)
Max Grav 5=230(LC 1),2=529(LC 1),6=266(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-804/260
BOT CHORD 2-8=-393/715,7-8=-393/715
WEBS 3-8=-26/312,3-7=-831/457
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �%,,� 3�jU S L� I,• ��j
will fit between the bottom chord and any other members. ,�� .••�G E N S•••
5)Refer to girder(s)for truss to truss connections. : •• F ••• ��
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N 34 869
5=128,2=295,6=142.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1 lb down and 30 lb up at 1-4-9,
1 lb down and 30 lb up at 1-4-9,4 lb down and 81 lb up at 4-2-8,4 lb down and 81 lb up at 4-2-8,and 45 lb down and 131 lb up at
7-0-7,and 45 lb down and 131 lb up at 7-0-7 on top chord,and 5 lb up at 1-4-9,5 lb up at 1-4-9,5 lb down at 4-2-8,5 lb down at 9
4-2-8,and 32 lb down at 7-0-7,and 32 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. '• �<C/
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .0.0 Q Q;• 1"�
LOAD CASES Standard •G` ��
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .,,�ON A;
Uniform Loads(plf)
811111
Vert:1-5=-60,6-9=-20 Julius Lee PE No.34869
Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634
Vert:14=-90(F=-45,B=-45)16=-10(F=-5,B=-5)17=-59(F=-29,B=-29) 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063358
2711493 H24 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:52 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-LXYFdIYVYQXIFYjgksgxxHfXO01 LAyEgeN8VS1zEZgT
1 5 0 3-2-14
1-5-0 3-2-14
Scale=1:11.2
3
4.24 12 I
8
T
2 M
T1.5x8 STP=
Q° 9 4
3x4=
3-2-14
3-2-14
Plate Offsets(X,Y)-- [2:0-0-0,0-1-1]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 4-7 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=113(LC 8)
Max Uplift 3=-67(LC 8),2=-189(LC 8)
Max Grav 3=90(LC 28),2=243(LC 28),4=57(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Gable studs spaced at 2-0-0 oc.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦`111111111I/
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 ,,♦ �U S �F I'0��j
will fit between the bottom chord and any other members. �♦
7)Refer to girder(s)for truss to truss connections. `�� .•' C,E N S' �i�
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) •• F••••
2-189. No 34869
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)101 lb down and 43 lb up at
1-4-9,and 101 lb down and 43 lb up at 1-4-9 on top chord,and 20 lb down and 8 lb up at 1-4-9,and 20 lb down and 8 lb up at
1-4-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 17 t
LOAD CASE(S) Standard o �••' ��
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �i� .• Q Q;••\�,,�
Uniform Loads(plf) 0 R\ �,♦�
Vert:1-3=-60,4-5=-20
0
��///11111111`♦
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063359
2711493 H38 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:53 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-pj5dreY7Jjfcsil l IaLATVCfUoLgvPTztl u2_TzEZgS
1-5-0 5-1-8
1-5-0 5-1-8
Scale=1:15.1
3
9
4.24 12
ry
8
N
2
1
S 1.5x8 STP=
10 11 4
4°
3x4=
5-1-8
5-1-8
Plate Offsets(X,Y)-- [2:0-0-0,0-1-1]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.07 4-7 >892 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=152(LC 8)
Max Uplift 3=-135(LC 8),2=-212(LC 8)
Max Grav 3=138(LC 1),2=303(LC 1),4=104(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. `111111111111�'
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
3=135,2=212.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1 lb down and 30 lb up at 1-4-9, `�� .••��,E N S
1 lb down and 30 lb up at 1-4-9,and 7 lb down and 77 lb up at 4-2-8,and 7 lb down and 77 lb up at 4-2-8 on top chord,and 5 lb up �� F•�•,
at 1-4-9,5 lb up at 1-4-9,and 9 lb down at 4-2-8,and 9 lb down at 4-2-8 on bottom chord. The design/selection of such No 34869
connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 44/ Z
Uniform Loads(plf) �� ••,• �C/,�
Vert:1-3=-60,4-5=-20 Q Q;�N���
Concentrated Loads(lb) O R,
Vert:9=-7(F=-4,B=-4)11=-19(F=-9,B=-9) �ONAk-��.�`�,
/111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063360
2711493 MV01 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:58 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-9hvWuMcG8G IvzTB_47xLAYvYSp5Qaelj 1 JbpfhzEZgN
4-0-0 6-9-8
4-0-0 2-9-8
2x4 11 Scale=1:21.2
3
6.00 12
2x4
2
1
5 4
2x4 2x4 11 2x4 II
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=6-9-8,4=6-9-8,5=6-9-8
Max Horz 1=180(LC 12)
Max Uplift 4=-48(LC 12),5=-206(LC 12)
Max Grav 1=107(LC 1),4=84(LC 17),5=365(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-341/151
WEBS 2-5=-318/580
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %� us
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 �� •• �j
will fit between the bottom chord and any other members. �� .• G E N S•• ���
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) ��� F•••. ��
5=206. N 14869
.00♦ 000
I �
,ON �010
�nn11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063361
2711493 MV02 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:21:59 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-dtTu5iduvZQmadlAegSajmSegDP5J7ysFyLMC7zEZgM
4-9-8
4-9-8
Scale=1:14.8
2
2x4 11
6.00 12
1
3
2x4 2x4 11
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-9-8,3=4-9-8
Max Horz 1=120(LC 12)
Max Uplift 1=-49(LC 12),3=-109(LC 12)
Max Grav 1=172(LC 17),3=193(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-180/330
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,``%%1111111111�,
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 � �3 � S �F If
will fit between the bottom chord and any other members. ��j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) ,�� .• G E N S'•. �i�
3=109.
No 34869
4S/ON A E"0%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063362
2711493 MV03 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:00 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-641 HJ2eWgtYcCnKNCYzpGz_wzdng2aC?Ur4wkZzEZgL
2-9-8
2-9-8
Scale=1:9.8
2
2x4
6.00 F12
1
3
2x4 i 2x4 II
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-9-8,3=2-9-8
Max Horz 1=61(LC 12)
Max Uplift 1=-25(LC 12),3=-55(LC 12)
Max Grav 1=87(LC 17),3=97(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been chord and lany of err inembers.ive load fn the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom uS����',,�6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �j
• DENS.
No 348690
yt
•
,S,ONA�E 0%
11110
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063363
2711493 MV04 VALLEY 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:01 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-aGafW Ne9RBgTgxvZmFU2oBX3mO6Dn?g9jGgTGOZEZgK
4-0-0 6-5-0
4-0-0 2-5-0
Scale=1:20.0
2x4 11
3
6.00 F12
2x4 I I
oi
2
1
5 4
2x4 i 2x4 II 2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=6-6-8,4=6-6-8,5=6-6-8
Max Horz 1=169(LC 12)
Max Uplift 4=-35(LC 12),5=-197(LC 12)
Max Grav 1=109(LC 1),4=62(LC 17),5=348(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-318/143
WEBS 2-5=-310/565
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed fora 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. Ns• �i�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) •• F ��
5=197.
34869
yt
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063364
2711493 MV05 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:04 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-_rGn8Ph 1 j622h Pe8RO21Qp9YM E78_L7bPE27tKzEZgH
8-2-8
8-2-8
Scale=1:25.7
2x4
3
6.00 12
2x4 11
2
1
2x4 2x4 5 42x4 II
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:32 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=8-2-8,4=8-2-8,5=8-2-8
Max Horz 1=222(LC 12)
Max Uplift 4=-80(LC 12),5=-252(LC 12)
Max Grav 1=105(LC 1),4=142(LC 17),5=446(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-417/180
WEBS 2-5=-365/663
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing. ,,�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`SUS�
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 `� c',E N S'
will fit between the bottom chord and any other members. F•••,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) No 34869
5=252.
•
,S,ON A�
11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063365
2711493 MV06 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:06 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-wEOYZ5iH Fj ImwioWYp4DVEEvT1 gOSF5usYXExDzEZgF
4-0-0 6-2-8
4-0-0 2-2-8
Scale=1:19.3
2x4 11
3
6.00 12
2x4 11
2
1
5 4
2x4 i 2x4 11 2x4 II
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:24 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=6-2-8,4=6-2-8,5=6-2-8
Max Horz 1=163(LC 12)
Max Uplift 4=-28(LC 12),5=-193(LC 12)
Max Grav 1=110(LC 1),4=49(LC 17),5=341(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-305/138
WEBS 2-5=-306/559
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing. `i,1111111111.
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. S� .••�(,E N S•• �i�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) : •• F•••• ��
5=193.
34869
=-U: •cc
sS�ONA�E%;%
/111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063366
2711493 MV07 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:08 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-tcVl_nkYnKYUAOxvgD6hafK9ArUKw9ABKsOLO6zEZgD
2-2-12 8-0-12
2-2-12 5-10-0
4x4= Scale=1:34.2
6.00 12 3
3x4 2x4 11
4
2
2x4
1 5
2x4 11
6
N
V7
N
12 11 10 9 8 7 2x4
3x6 I I 3x4= 2x4 11 2x4 11
8-0-12
8-0-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 1 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:63 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 8-0-12. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
(lb)- Max Horz 11=133(LC 11) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
Max Uplift All uplift 100 lb or less atjoint(s)7 except 11=-379(LC 12),10=-263(LC 11),9=-117(LC 12), (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
8=-111(LC 12) GABLE END DETAILS AS APPLICABLE,OR CONSULT
Max Grav All reactions 250 lb or less at joint(s)7,9,8 except 11=420(LC 18),10=282(LC 10) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=-400/860,2-3=-162/402,3-4=-139/333
WEBS 3-10=-265/55,4-9=-176/316,5-8=-158/289,2-10=-300/289
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-11-4 to 7-11-0 zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,��
to the use of this truss component. ,% • ��j
4)Gable requires continuous bottom chord bearing. ♦♦� ••'��,E N S••. �i�
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •• F ��
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 N 34869
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except Ot=lb)
11=379,10=263,9=117,8=111.
•
•
i
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063367
2711493 MV08 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:10 2021 Page 1
ID:1 GUe3uOMODF17dF2MaL?wAz22s2-p?d3PSloJyoCPK51ne99f4PV9eAoO52UnAVR5_zEZgB
3-7-4 5-7-4
3-7-4 2-0-0
Scale=1:19.2
4
6.00 12 2x4
3
2x4 11
2
1
5
7 6
2x4 i 2x4 2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.01 4 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 6=5-7-4,1=5-7-4,7=5-7-4
Max Horz 1=209(LC 12) TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
Max Uplift 6=-364(LC 12),7=-29(LC 8) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
Max Grav 6=367(LC 17),1=77(LC 1),7=87(LC 17) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
GABLE END DETAILS AS APPLICABLE,OR CONSULT
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
TOP CHORD 3-6=-322/770,1-2=-398/145,2-3=-360/125
WEBS 2-7=-265/140
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`�U 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 �% • ��j
will fit between the bottom chord and any other members. ♦♦� .• �,E N g'• �5-0
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except Qt=lb) : •• F•••• ��
6=364. N 34869
•
•
i
.�0�� • • O R`O P* \��C/
ON
1811111IIItt��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063368
2711493 MV09 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:13 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-DaJB1 UogctBmGngtTnisHjl5JsBLbPPwT8k6hJzEZg8
8-0-0
8-0-0
Scale=1:25.1
2x4 11
3
6.00 12
2x4 11
2
LJ
2x4 i 2x4 5 42x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=8-0-0,4=8-0-0,5=8-0-0
Max Horz 1=216(LC 12)
Max Uplift 4=-81(LC 12),5=-246(LC 12)
Max Grav 1=96(LC 1),4=144(LC 17),5=434(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-414/179
WEBS 2-5=-359/652
NOTES-
1)Wind:ASCE 7-16;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. ,tt,1111 1 1 1 1//,�
3)Gable requires continuous bottom chord bearing. �UU
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� •� �j,
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 ,� G•E•N S i�
will fit between the bottom chord and any other members. •• F•�•, ��
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) 34869 �
5=246.
•
0�' •���
. ;o N AN
�,,��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063369
2711493 MV10 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:19 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-2kgSIXsRBjxw_iHOpl pGX_H77HGQ?8Kos4BQvzzEZg2
4-0-0 6-0-0
4-0-0 2-0-0
Scale=1:18.8
2x4
3
6.00 12 2x4
2
1
5 4
2x4 i 2x4 II 2x4 II
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=6-0-0,4=6-0-0,5=6-0-0
Max Horz 1=156(LC 12)
Max Uplift 4=-20(LC 12),5=-190(LC 12)
Max Grav 1=110(LC 1),4=34(LC 17),5=336(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-293/134
WEBS 2-5=-305/556
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `� • ��j
will fit between the bottom chord and any other members. .••�G E N s••• �o
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Ot=lb) �� •• F ••. ��
5=190.
34869
fit A
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063370
2711493 MV11 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:22 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-SJ MbwZvKUeJVrAObUAMz9cvddU HcCXfFY2P4W IzEZg?
4-0-0
4-0-0
Scale=1:12.8
2
2x4 11
6.00 12
1
3
2x4 i 2x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-0-0,3=4-0-0
Max Horz 1=97(LC 12)
Max Uplift 1=-39(LC 12),3=-88(LC 12)
Max Grav 1=138(LC 17),3=155(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-145/265
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t%111111111111,
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 F
will fit between the bottom chord and any other members. �� k ••J`fjV S ` , �j
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)1,3. �� ��G E Ns�.•••
N 34869 '
0 O
I �
11ONAL�00
/111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063371
2711493 MV12 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:23 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-wVvz8vwyFxRMTJbo2tuChgRtZueVx_vOmh9e2kzEZg_
2-0-0
2-0-0
Scale=1:7.8
2
6.00 12 5x6
Ci
1
3
2x4 i
Plate Offsets(X,Y)-- [2:0-9-1,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-0-0,3=2-0-0
Max Horz 1=37(LC 12)
Max Uplift 1=-15(LC 12),3=-34(LC 12)
Max Grav 1=53(LC 17),3=59(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``*.
will fit between the bottom chord and any other members. IN
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. G•E•N S• �i�
34869
•
yt
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063372
2711493 MV13 Valley 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:24 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-PhTLLFwaOFZD4TA_cbPRE 1_zRlzLgJ?Y?LuBZAzEZfz
1-10-0 3-3-4 , 7-3-4 9-3-4
1-10-0 1-5-4 4-0-0 2-0-0
Scale=1:40.0
4x4=
2
3x4 3 6.00 12
1
4
5
6
T
N
12 11 10 9 8 7
3x6 3x4=
3-3-4 7-3-4 9-3-4
3-3-4 4-0-0 2-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(CT) 0.00 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:73 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 9-3-4. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
(lb)- Max Horz 12=-167(LC 12) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND
Max Uplift All uplift 100lb or less atjoint(s)10 except 12=-533(LC 12),11=-326(LC 11),9=-103(LC 12), (NORMAL TO THE FACE),SEE STANDARD INDUSTRY
8=-155(LC 12) GABLE END DETAILS AS APPLICABLE,OR CONSULT
Max Grav All reactions 250 lb or less at joint(s)7,9,10,8 except 12=362(LC 11),11=523(LC 12) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-12=-421/1045,2-3=-150/374,3-4=-110/266,1-2=-145/360
BOT CHORD 11-12=-121/319
WEBS 4-9=-154/276,5-8=-164/311,1-11=-853/328
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for ,tt%J 1111111111
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``�� �L\U S LF 'r-'
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 'N .........
to the use of this truss component. ,�� .•' GEN S ' •
4)All plates are 2x4 MT20 unless otherwise indicated. •• F �•, ��
5)Gable requires continuous bottom chord bearing. 34869 �
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb)
12=533,11=326,9=103,8=155. ;��C/
1nn11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063373
2711493 Pot Piggyback 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:26 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-L4b6mwygYspwKnKMj?RvJS3Lp5e?8IZgTfN le3ZEZfx
11-5-10
11-5-10
Scale=1:19.5
6x8 i 6x8
6.00 12
3 4 5
v
2 6 0
7 M d
1 Io ]c?
o a
10 9 8
2x4= 3x8 11 2x4=
11-5-10
11-5-10
Plate Offsets(X,Y)-- [3:0-4-0,0-1-15],[5:0-4-0,0-1-15]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 6 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:33 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 9-6-15.
(lb)- Max Horz 2=-42(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)2,6,10,8 except 9=-174(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,6,10,8 except 9=330(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-9=-268/448
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. ,`ItI111111II11�'
4)Provide adequate drainage to prevent water ponding. ,,� N S �F I,
5)Gable requires continuous bottom chord bearing. ,�
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� .••��,EN
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� •• F•••,
will fit between the bottom chord and any other members. No 34869
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,10,8 except
(jt=lb)9=174.
9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
• O •;44/ •
4/�
S
;O N A'
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063374
2711493 P02 Piggyback 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:30 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-Drrccl?Lb5KMoOd8yrW rTl E2giO547DQN HLVngzEZft
11-5-10
11-5-10
Scale=1:19.5
4x4= 4x4=
3 4
6.00 12
0
5
2 6 n
1 �
0 6
6 7
2x4= 2x4 11 2x4 11 2x4=
11-5-10
11-5-10
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 6 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 6 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:37 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 9-6-15.
(lb)- Max Horz 2=-90(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-128(LC 12),5=-128(LC 12),8=-110(LC 12),7=-110(LC
12)
Max Grav All reactions 250 lb or less at joint(s)2,5 except 8=285(LC 17),7=270(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-8=-207/305,4-7=-198/307
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. ,,� I,
5)Gable requires continuous bottom chord bearing. 3L�U S LF,�
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� .••�G E N S+••. �i�
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� •• F
will fit between the bottom chord and any other members. No 34869
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 2,128 lb uplift at
joint 5,110 lb uplift at joint 8 and 110 lb uplift at joint 7.
9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
1ON A E%0%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063375
2711493 P03 Piggyback 52 1 Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:42 2021 Page 1
IDA GUe3uOMODF17dF2MaL?wAz22s2-t9Z97P8snnqfFEYRfMjfyqk?1Y3WuYXB89F8C8zEZfh
5-8-13 11-5-10
5-8-13 5-8-13
Scale=1:19.5
4x6
3
6.00 FIT
4
2 5
10 op
...... . ................................................................... ...........
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .. . . . . . . . . . .
6
4x4= 2x4 11 4x4—
11-5-10
11-5-10
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.01 5 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.02 5 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:36 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 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=9-6-15,4=9-6-15,6=9-6-15
Max Horz 2=-1 30(LC 10)
Max Uplift 2=-1 61(LC 12),4=-1 61(LC 12),6=-1 53(LC 12)
Max Grav 2=220(LC 17),4=238(LC 18),6=413(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-6=-269/448
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vu1t=1 60mph(3-second gust)Vasd=1 24mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=1 50ft;eave=1 6ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWIFIRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Gable requires continuous bottom chord bearing. ti,11111111111.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
% 'Jus
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 161 lb uplift at joint 2,161 lb uplift at • .0
joint 4 and 153 lb uplift at joint 6.
34869
8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
'cam
•
.0
/111111
A,
OR
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MID 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063376
2711493 PO4 Piggyback 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:48 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-iJwQNSDdMdbpz9?bOdg3C5_3Az7N IGN4W4iSPnzEZfb
5-8-13 16-9-10
5-8-13 11-0-13
Scale=1:29.1
4x6=
3
6.00 F12
5x8 3x6=
4 5
2 7 8 co
1 M op
Io
3x4= 11 10 9 3x4=
2x4 3x6
16-9-10
16-9-10
Plate Offsets(X,Y)-- [4:0-4-0,0-1-0],[6:0-3-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.00 7 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.00 8 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:53 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 14-10-15.
(lb)- Max Horz 2=130(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)7 except 2=-152(LC 12),11=-150(LC 12),9=-143(LC 9),10=-170(LC
12)
Max Grav All reactions 250 lb or less atjoint(s)2,7 except 11=405(LC 17),9=281(LC 1),10=322(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-11=-283/356,5-9=-212/355,4-10=-251/370
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-4-3 to 9-9-9,Interior(1)9-9-9 to 15-1-9,Exterior(2E)
15-1-9 to 16-5-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 111111,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific % J`�V S `F I��
to the use of this truss component. ,� ....... �j
4)Provide adequate drainage to prevent water ponding. �� .•'�G E N,9••. �i♦
5)Gable requires continuous bottom chord bearing. ��� F ••. ♦♦
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 34869
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except Qt=lb)
2=152,11=150,9=143,10=170.
9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building O
designer. ♦ �4J
ON
1nn��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24063377
2711493 P05 Piggyback 1 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 20 15:22:53 2021 Page 1
I D:1 GUe3uOMODF17d F2MaL?wAz22s2-2GjJR9HmB9D53wuZpAQEv9hvm_gbzXQpgMQD5?zEZfW
5-8-13 9-5-9 14-9-9 16-9-10
5-8-13 3-8-12 5-4-0 2-0-1
Scale=1:29.1
4x4=
3
6.00 F12
5x8= 3x6=
4 5 6
2 8 ro
9 0
M
, 1
3 I�
6 0
3x4= 12 11 10 3x4=
2x4 2x4 11 3x8
16-9-10
16-9-10
Plate Offsets(X,Y)-- [4:0-4-0,Edge],[7:0-3-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.00 8 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.00 8 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:53 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 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 14-10-15.
(lb)- Max Horz 2=-130(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)8 except 2=-159(LC 12),12=-129(LC 12),11=-190(LC 12),
10=-136(LC 8)
Max Grav All reactions 250 lb or less atjoint(s)2,8 except 12=380(LC 17),11=337(LC 18),10=275(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-12=-257/312,5-11=-264/411,6-10=-205/341
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=65ft;L=150ft;eave=16ft;
Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-4-3 to 9-5-9,Interior(1)9-5-9 to 14-9-9,Exterior(2E)
14-9-9 to 16-5-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific v`ffV
to the use of this truss component. `%
4)Provide adequate drainage to prevent water ponding. .••�G E N S+••. �%
5)Gable requires continuous bottom chord bearing. �� •• F1.
10
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except Qt=lb)
2=159,12=129,11=190,10=136. !c
9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building .0 O ;�44/:
designer. �
•���J# 4 O R\p
4*'��., N A\-
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
-v
y' �G
m
.0 N .fl •jA
0
m 7< Z
m Za RI cl
c�
ID 9 N CD N A CD CD N ro CD ►
w n_ -4 � �•N
7 Z 3 p 3 N < n tD� O O CD C'--
-0 a OHO (D �a �,,, O•�6 O �OO
n 7 G CD r i hn' N d 4 N �„j tD �p..•
p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O
3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O.
� 33 � v n
n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4
N
D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X
!Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0
r"7„ ••c
00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. N� (D @ NN
CD G O n p O N
7 atOO N �� j O 7
y O N y f) N O
0
N 0� 7 N O O O CO AS O CD
O O N 4-�i CAD
`J' a O
O O O N n 0-2-
m 3 j BCD c CD TpP CHoRID
15
0 7-
0
�N n �o
CD N o c m N C v y =
NN CND N A 0 m►1 m W = N a• �.
g o o 7 N N" o a 3
�t A Z O wz 7
0 N Lo
CD
m to -1� �N rn w 'D �' �< � can �• N V�
ID
o m 0 m
Q 'm
�^ m � IDCD
N �N G Z G1� py ' w ° 3
CD
Cl- CDo ! w
O N. � -7 7 p m r W3 CD a.
N N N c � -E
%•
m 0')n owW Z Z�m7•r0.
CD n rt
a � N � T O
N
O O 0 A r )
Zi- ' 7 m0O CqbCD CD D
3 -a_ LT, Top cHORD
m 0m
c N G Z O ty `•� � a Q �
ID
,00 CD CD
o m y o n
O O• ' C C 3 7 W ro °� ID m I ro N n 30 W N 3" 6 O () `V
n N o m ro ro fl o o c g `b m _a v° 6= -pZZ
w _N a y Nm ro N �N <o NOv a �D6. do o y�3 v CD OG
V' NO 3 IOQ i 3 a 1 .T
cn -No o m ro 3 n ro Cl c� �m ID o G M tWr o r. 0 -5-0 o o cn v (o w Us
J 9O O W% n n nr'�N O-� 06V' N 7 m �IIaCD 0•N 7. 7m ° a. n,
to Boa_ N� ^,
w > > m o3 ioN c m ° N " Ems° w � GN, oa av` ro v_° A�C)
N3 l0O �•tDN ^ N Nam` O ro N °.ro j W•C p, ro o N ��• $ O _
v N3W O.G,ro OO F. �^3 aN r6 c0 (ND O-M7 �•` �O 91N ro N ro�N CO
O.-1 }5 6< `ro °.n O N 'f.ci = N N N 91 N 6 0 ro N G 7
N W N N O•O D 7 c0 3 p•i 3 ° a N C [D 3 7 O O N^ 7 0 ° p• O N •aC O N O O•
t0 N�,g ro� °' O N ° N N P� 3�• ro N G -'�O• 0+. O. F/+� N �� N�`< 9 N _
Oro �O GG tQ.�ro ° � N i "N °•a N6 G7 6NC 3i £ Zy .' 'o �(p 6tw N `•r.. ��
O•cQ '9 N c3 N o °' ro N N c00 G- 7 ro ro 3 6. N W N a N O-N 7 "O O n 0 Off 7 a W N
M 3 ro-� t O 3 N ° o.• "O O ro(� ro N N ro 0 cD Oro
0 o Q 3 ?a�• `�a ro °- o N m -ID
m ° d o r W o Z ° v m v w fl A o. CD \Y
W ro W N O y N.D N [� 3 N r cCJ rs" N ro tG0 j N. c5 6 n
3 0 0 o sQ K 3 m -_� ? Q mN mac. N4
�3 % C N O ro N (D 4"N » 'OK .3 O N N N T O
00
7 C^O{� NN °^ 3 N �. N, O N N 3 m cCD
D o N (Q
N ?� C m.N. O N ° p N`OB Cl ° O�O G KD
g 3.G O O -O N ro tf+ 'Q N W $
CD
N N- ro 3 ro p "O.i in N a �• ` O O ro O O N
A' F O N °• N C
v0 mF ng ro 0 0
g a m w 0
o
° o =° m
ro N a
w n
3 3
k 3