HomeMy WebLinkAboutTRUSS PAPERWORKRE: 507764 MiTek USA, Inc.
PATTERSON RES. 6904 Parke East Blvd.
Site Information: REVIEVVED F:C)R Tampa, FL 33610-4115
Customer: BSE Construction Group Project N 06(E700MPLIANGE SCANNED
Lot/Block: Moclut COUNTY I 8V
Address: 191 SE SITO CT. Subdi :LUCIE stludecou"tV
City: PORT ST. LUCIE StateVr- BOCC
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017frPI2014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Sealif Tmss Name Date
I T17632887 al 7/18/2019 21 T17632907 cj5a 7/18/2019
2 T17632888 a2 7/18/2019 22 T17632908 Ci5p 7/18/2019
3 T17632889 a3 7/18/2019 23 T17632909 ej5 7/18/2019
4 T17632890 a4 7118/2019 24 T17632910 ej7 7/18/2019
5 T17632891 a5 7/18/2019 25 T17632911 ej 7a 7/18/2019
6 T17632892 a5a 7/18/2019 26 T17632912 ej7p 7/18/2019
7 T17632893 a6 7/18/2019 27 T17632913 hj5 7/18/2019
8 T17632894 a7 7/18/2019 28 T17632914 ItJ7 7/18/2019
9 T17632895 bl 7/18/2019 29 T17632915 hj7p 7/18/2019
10 T17632896 b2 7/18/2019 30 T17632916 rnv2 7/18/2019
11 T17632897 cl 7/18/2019 31 T17632917 mv4 7/18/2019
12 T17632898 c2 7/18/2019 32 T17632918 mv6 7/18/2019
13 T17632899 c3 7/18/2019
14 T17632900 c4 7/18/2019
15 T17632901 qj 1 7/18/2019
16 T17632902 cilp 7/18/2019
17 T17632903 cj3 7/18/2019
18 T17632904 cj3a 7118/2019
19 T17632905 cj3p 7/18/2019
20 T17632906 cj5 7/18/2019
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc under my direct supervision
I
based on the parameters provided by Tibbetts Lumber Company -Palm Bay.
J.
Truss Design Engineers Name: OPlegan, Philip
..........
E N
My license renewal date for the state of Florida is February 28, 2021.
Horidat COA: 6634
No 581
IMPORTANT NOTE: The seal on these Imss component designs is a certification
that the engineer named is licensed in the juriscliction(s) identified and that the
designs comply with ANSI/7121 1. These designs are based upon parameters
AT
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
0 R
these designs. M!Tek has not independently verified the applicability of the design
for building. Before
parameters ortho designs any particular use, the building designer
thould verify applicability of design parameters and properly incorporate these designs
into the overall building design per AN81frPi 1, Chapter 2.
Philip J. O'Rega PE No.58126
MITI& USA, Inc Fl- Cert 6634
69D4 Parka East Blvd. Tampa FL 33610 July 18, 2019
ri.�-
I of I
ORegan, Philip
Job
s
Trusts Type _�— —____ry_
PATTERSON _RIM
T17632867
567764
�A7
Roof Special Girder
1
1
7
Job Reference Joptional)
Tibbetts Lumber Co, Palm Bay, FIL
8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:43:57 2019 Page 1
Scale . 1:55.2
6XG =
WA.11159
4X4 =
14
3x4 2X4 11 13 12 11 10
5.8 3x4 3X4 3x4
0' 2 5_� 8-0
5�_
-0 -'1 '10 6.
Z7 6--'20 411 �1 15V-159 13 V210
Plate Offsets (X,Y)—
[3:0-3-0,0-2-91, [12:0-4-0.0-3-01
LOARING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (too)
I/defl
Ud
PLATES GRIP
20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
-0.07 14-17
>999
360
MT20 244/190
TCLL
ICDL 7.0
Lumber DOL 1.25
BC 0.60
Vert(CT)
-0.15 14-17
>996
240
BCLL 0.0
Rep Stress Incr NO
INS 0.34
Horz(CT)
0.02 12
n/a
n1a
BCDL 10.0
Code FBC20171TPI2014
Matdx-MS
Wind(U-)
0.10 14-17
>999
240
Weight: 156 lb FT = 20%
tUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or4-3-1 Do purlins, except
3-5:2x6 SP No.2 2-0-0 oc puffins (10-0-0 mak): 3-5.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 WEBS 1 Row at micipt 3-12
REACTIONS. All hearings 18-9-0 except at=length) 2=0-8-0, 13--0-3-8.
(lb) - Max Horz 2=-1 53(LC 6)
MaxUplift All uplift 100 lb or less atjoint(s) except 2=-405(LC 8), 12=-79B(LC 8), ll=-199(LC 25), 10=-227(LC
25). 8=-213(LC 25)
MaxGrav All reactions 250 Ito or less atjoint(s) except 2=738(LC 17),12=1331(LC 1), 11=382(LC 13).
10--461(LC 14), 8=275(LC 14).13=308(LC 3). 8=269(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fits) or less except when shown.
TOPCHORD 2-3---1188/517, 3-4=-156/411,4-5---155/410
BOTCHORD 2-14---361/1055,13-14=-36211027,12-13=-362/1027
WEBS 3-14=0/657, 3-12=-15711683, 4-12=-5171446,5-12=-2971144, 5-11=-1881324.
7-1 0=-2951247
NOTES -
I ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=1 60mph (3-second gust) Vasd=l 24mph; TCDL=4.2psf; BCDL--6.Opsf; h=1 5ft; B=45ft; L=3 1 ft; eave--4ft; Cat.
11; Exp C; Encl., GCpi=O.l 8; MWFRS (firectional); cantilever left and right exposed ; Lumber DOL= 1.60 plate grip DOL=11.60
3) Provide adequate drainage to prevent water ponding.
4) All plates am KAT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 Its uplift at joint 2, 798 lb uplift at
joint 12, 199 lb uplift at joint 11, 227 lb uplift at joint 10. 213 fic uplift at joint 8 and 213 fic uplift at joint S.
8) Graphical purin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 319 It, up at
7-0-0,and150111cclownand1631fibuipat 9-0-12, and 153fisdownand 168 fisupat 11-0-12ontopchord,and35OlbdownanCI781b
upat 7-0-0,and851bdomat 9-0-12,and86]bdownat 11-0-12 on bottom chord. The clesigntselection 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
I
I OIRP "'If"
%% ........
XX r, E N
No 58126
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Philip J. O'Regan PE No.53126
MrIek USX Inc. R. Cert 6634
6904 Parke East Blvd. Tampa Fl. 33610
Date:
July 18,2019
�nntiniiprl nn nnaa 9
&RIANG- Vefilyd.91.1ansfenrandArEsID NOMS ON THISAND INCLUDED ANTEKRE�NCEPAGEAXI74nnsl I&DIAZOISBEFOREUSE.
Deslgn vold for we only wifin VirelS) connectors. ThIs distign Is based onty upon parameters anowrx and Is for on Irdividual building component, not
MR
a Muss; system. Before we, me building designer must verify Me applicolosilly of design parameters and properly Incorporate this design Into Me overall
oullding clostgn. Bracing Ind1coned is to bucking of IndivIdual Mm web and/or chord members only, Additional temporary and bracing
MiTek*
prevent permanent
Is always required for stobthy and to prevent collapse with Possible personal Injury and property damage. For generol guldonce regarding Me
fabrication. storage. delivery, erection and bracing of husses and truss systems seeANsvrpl I Quality Cillodo. OS549 and INCIR building Component
690,l Parke Batt Blvd.
Safirty tinformaisoncallablo from Two Plate Institute, 218 N. We Street Suite 312. Nexandra. VA 22314.
Tampa. FIL 33610
Job
Truss
Truss Type d
T17632887
s67764
At
Tibbetts Lumber Co. Palm Bay, FL
I
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-3---54,3-5=-54, 5-6---54, 6-9=-54,15-18=-20
Concentrated Loads (lb)
Van: 3=-160(F) 14=-350(F) 21=-1 10(F) 22=-I 13(F) 25=-66(F) 26=-70(F)
. V
8.240 s Jun 8 2019 MiTek Industries,Inc. ThuJul 18 07:43-.57 2019 Page 2
ID:sVpYi�.-OdLHF-jjtuqpcA50yyrB8-ic7lE1 pId1-ndjiO7xOal 3wpu7yVhBjES[SXvgWywulm
% 4%11111111 1 1.
E
o 8 1
5 26
PhUlp J. O'Regan PE No.58126
MrIek USA, Inc. FL Gert 6634
69M Palike East Blvd. Tampa FL 33610
Date:
I July 16,2019
A &MNWG - Irsnify desfg. pars..rengrus! READ NOMS ON WS AND INCLUDEB salwK REFEaANCE PAGE U�74M .. lareassols, BEFORE USE.
Design valid for use any wiffn MffekG connectors. ms design s bosed only upon parameters shown, end Is for an Individual building component not
a Muss system. Before use, t1ne building designer must verify fine applicablify of design parameters and properly incorporate this destgn into tne overall
buildingdesign. Bracing Indicated Is to bucirting of Indvicival trussweb and/or chord members only. Additional temporary and braclng
M!Tek'
prevent permanent
Is always requIreci for stablifty and to prevent collopso,witin possible penonal injury and property damage. For general guidance regarding the
fabilicaflon, storage. delivery, erection and braclng of russes and Muss systems. SeeANSVrPil Qual Critelli DSB49 and 3CSI Building Comp,mard
69M Pere, East Blvd.
Wolf, Informationavolloble from True; Rate Ins%fure. 218 K Lee street Sulte 31Z Alexandria. VA 22114.
Tarnpa. FIL 33610
—7
fy—pei--T
Oty
PATTERSON RES.
TPly
T17632888
�
r56'7764
Hip
2
1
Job Flaftirence (optional)
ribbetts, Lumber Co, Palm Bay, FIL
8.240 S Jun 8 2UI 9 Mi I eK
Inc. thu Jul 18 U7:43:58 2019 Page 1
Scale = 1:55.4
5XI5 =
a4 11
Side =
6
12 11 10
44 30 5x8 3x4 4X4
M 2 L Lo V8-00 30-8-0
N i 6:4-0 B. -- 9.0-0
Plate Offsets (X,Y)--
[4:0-3-0,0-2-41, [6:0-3-0,13-2-41, [11:0-4-0,0-3-0]
LOADING (psq
SPACING- 2-0-0
CSI.
DEFL.
in
(Ioc)
Wall
Ud
PLATES GRIP
1CLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
-0.17
11
�999
360
MT20 244/190
7CDL 7.0
Lumber DOL 1.25
BC 0.80
Vert(CT)
-0.33
12-15
>999
240
BCLL 0.0
Rep Stress ]net YES
WEI 0.34
Horz(CT)
0.10
8
n1a
ni
BCDL 10.0
Code FBC2017ITP12014
Matfix-MS
Wiril
0.23
11
>999
240
Weight: 148 lb FT = 20%
tUMBER-
TOPCHORD 2x4SPNo.2
BOT CHORD 2x4SPNo.2
WEBS 2x4 SP No.2
BRACING-
TOPCHORD
BOTCHORD
REACTIONS. (lb/size) 2=120710-8-0, 8--120710-8-0
Max Horz 2=-148(LC 10)
Max Uplift 2=-608(LC 12). 8=-60l 12)
FORCES. (lb) - Max. Conrl Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3-24413/1554, 3-4=-2154/1318, 4-5=-2347/1523, 5-6---2347/1523,6-7=-2154/1318,
7-8=-244811554
BOTCHORD 2-12=-132212239,11-12=-98311932, 10-11=-1002/1932,8-10=-1341/2239
WEBS 3-12=,359/371.4-12=-64/388.4-11=-354/591,5-11=-392/397,6-11=-3531591,
6-10=-64/388,7-10=-360/371
Structural wood sheathing directly applied or 3-5-14 fic pudins,
except
2-0-0 oc pudins (3-3-7 max.): 4-6.
Rigid ceiling directly applied or 5-0-13 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--6.Opsf; h=1 51t; B�,15ft; L=31ft; eave=4ft; Cat.
11; Exp C; Encl., GGpi=0.18; MWFRS (directional) and C-C Extenor(2) -14-0 to 1-8-13, Interior(l) 1-8-13 to 9-0-0, Extedor(2) 9-0-0 to
13-4-1, Interior(l) 13-4-1 to 21-8-0, Exlerior(2) 21-8-0 to 26-0-5, Interior(l) 26-0-5 to 32-0-0 zone; cantilever left and right exposed
;C-C for m embers and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water panting.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0l 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 608 In uplift at joint 2 and 608 lb uplift at
joint 8.
8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top andlor bottom chorid.
t'.11111111111, 11',
J. O'R'
...........
E N
No 58126
Philip J. O'Began PE No.58126
Mil USA, lnl FIL Cert 6634
6904 Parke East Blvd. Tampa FIL 33610
Date:
July 18,2019
A& V;MNING-Vdlyd.ag�,Wa.�t�l..dREADNOMS ON THSANDWCLUDW�KRE�RANCEPAGEM�74Mm� IoWs?OISIBEFORE USE
Deal valid for use only with sylifel,18 connectom. This desIgn Is owed only upon parameters shown, cm! Is for on Individual bul component. not
MR
a truss system. Before use. the buldIng all must verify the apPlical of design parameters QRd properly incorporate it% desIgn Into the overall
building design. Bracing Indicated Is to laticklirig of In"[ dual huss web and/or chord members only. Additional temporary and bracing
MiTek'
prevent permanent
Is always reculad for stcl and to prevent collapse with possible personal Injury and property damage. For generol guidance regarding the
fabrication, storage, delivery. erection and bracing of trusses and truss syslams. seeMSYMI I Quality Crooda, DS949 and SCSI Building Component
69N Parke East Blvd.
Safety Informational from Truss Plate Insfitute, 218 N. Lee Street Suite 312. Alexandria, VA 22314.
Tampa, FIL 33610
Truss Type
Oty
Ply
PAT TERSON RES.
T17632689
rJob-
507764
56
Hip
2
I
�
Job Reference (optional)
Tlibbefts Lumber Co, Palm Bay, I'L
8.240 a Jun 8 2019 MiTek
Inc. Thu Jul 18 07:44:00 2019 Page 1
5.6 =
Scale = 1;55.4
3x4
5.6 =
11 11 . I u
3x4 2x4 It 5X8 5xS 2.4 11 3x4
19-8-0 N�
B-8-0 5 t10,2 E3.1:0
.2 I�
Plate Offsets (X,Y)—
[4:0-3-0.0-2-41,16:0-3-0,0-2-4],[11:0-M,0-3-01.[12:0-3-8.0-3-01
LOAQING (psQ
SPACING- 2-0-0
CSL
DEFL.
in (loc)
I/clefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL)
-0.21 11-12
�999
360
MT20 244/190
iCOL 7.0
Lumber DOL 1.25
BC 0.80
Verl(CT)
-0.47 11-12
>776
240
BCLL 0.0
Rep Stress [net YES
WB 0.28
Horz(CT)
0.10 8
n1a
n1a
BCDL 10.0
Code FBC2017fFP12014
Matdx-MS
WInd(LQ
0.19 11-12
>999
240
Weight 152 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD
BOTCHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOTCHORD
REACTIONS. (lb/size) 2=1207/0-8-0,8=1207/0-8-0
Max Horz 2=1 T7(LC 11)
Macr Uplift 2=-608(LC 12), 8608(LC 12)
FORCES. (11c) - Max. Cornp./Max� Ten. -All forces 250 filb) or less except when shown.
TOPCHORD 2-3--244811462,3-4---1977/1224,4-5=-1745/1189,5-6---1745/1189,6-7=-1977/1224,
7-8--2448/1462
BOTCHORD 2-13=-1230/2217,12-13---1230/2217,11-12=-97011867, 10-11=-1249/2217,
8-10---1249/2217
WEBS 3-12=-538/416,4-12=-214/607, 5-12=-2931224, 5-11=-2931224, 6-11=-214/507,
7-11 =-539/415
Structural wood sheathing directly applied or 3-6-0 oc purfins, except
2-0-0 do purfins (4-4-1 maoc): 4-6.
Rigid ceiling directly applied or 5-2-10 do bracing.
NOTES-
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=1 60mph (3-second gust) Vasd= I 24mph; TCDL--4.2pst.' BCDL=6.Opsf: h= 1 5ft; B=4511; L=31 ft; eave=4ft; Cat.
11; Exio C; Encl., GCpi=O. 1 S; MW FRS (directional) and C-C Exterioil(2) -1-4-0 to 1-8-13, Interior(l) 1-8-13 to 11 -0-0, Extedor(2) 11 -0-0
to 15-4-0, Intedor(l) 15-4-0 to 19-8-0, Ederior(2) 1 M-0 to 24-0-1, Interior(l) 24-G-1 to 32-0-0 zone; cantilever left and right exposed
;C-C for members and forces & MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcu nent with any other live loads.
6) - This Russ has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 608 lb uplift at joint 2 and 608 lb uplift at
joint 8.
8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
"GENS*4*
No 58126
zo�
A;"O R � W.
it; 9/ %*
Ift,10 N Al- 00'�"
PhOlp J. 0'Rellan PE No.58126
Mffek UK Inc. R. Gert 6634
6904 Parke East Blvd. Tampa R. 33610
Date;
July 18,2019
l�MNING-Vedlyde�gn�meW==dR�DNOMS ON WISANDINCLUDEDMffEKR�RANCEPAGEM�74Mm� 10,11SIN715BEFOREUSE.
DesIgn valid for we crry with MffekG connectors, Mrs desgn Is based only upon parameters sho,,n. and 4 for an IncivIdual bufldlng component not
Nfit
a huss system. Before use. Me bulldlng designer must verify Me applicability of desSn parameters and property Incorporate This des[gn into Me overall
louldingdesign. Bracing Indicated is to of Inditldual truss web and/or crord members only. Additional temporary and perrnonentbrcclng
M!Tek'
prevent bucklIng
is always required for stability and to prevent collapse With poss0ble personal injury and property damage. For general guidance rogcrdhg Me
fabrication. storage. delivery, erection and bracing of busses and huss system& saeANStrrPII Quality Crit DSB49 and SCSI Building Component
69M Prift East Blvd.
Safety trilormahonewoloble from muss Plate Insluse. 218 N. Lee Street. S09 31Z Alexandria, VA 22314.
Tarpa, Is. W61 D
Truss
T
Truss Type
Quit
S.
7
T1763 2
�Job
5 5 &76�4�A5A
��Hmips'
1
ptionaft
Tibbetts Lumber Go, Palm Say, FL
8.240 a Jun 8 2019 MiTek
ID:sVpYK_QdLHFjjtuqpcA50yyrBS-ZJVOV
Inc. Thu Jul 18 07:44:03 2019 Page I
Seats = 1:57.3
6XIO � SX6
6 7
9
01
19 15 14 13 12 11
3x4 5x6 3.4 11 5x8 &4 11 3x4
4x4 =
22-10-2 30-8-0
U-1 MAN NN'foo A �' 2H2 "18 ��2.2 7.9-14
Plate Offsets (X,Y)-
[2:0-0-14,Edge],13:0-M.0-1-121,[4:0-1-12,0-0-121,r4:0-5-0,Edgel,16:0-3-8,0-2-12],[7:0-3-0,0-2-41.[12:0-2-12,0-3-01,[16:0-8-8,0-4-121
LOAPING (psQ
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
Wall
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip COIL 1.25
TC
0.99
Vert(U-)
-0.63
18
>5B8
360
MT20
244/190
iCIDL 7.0
Lumber DOL 1.25
BC
0.86
Vert(CT)
-1.17
18
>314
240
MT20HS
187/143
BCUL 0.0
Rep Stress Incr YES
WEI
0.88
Horz(CT)
0.62
9
n/a
n1a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(ILL)
0.80
18
>460
240
Weight: 173 Ila
FT = 20%
LUMBER-
BRACING-
TOPCHORD
2x4 SP SS *Except*
TOPCHORD
6-7:2x4 SP No.2
BOTCHORD
2x4 SP No.2 *Except*
BOTCHORD
4-19,16-17: 2x4 SP SS
WEBS
Px4 SP No.2 *Except*
3-17: 2x4 SP SS
WEBS
REACTIONS. (Iftalsize) 2=122010-".9=1211/0-8-0
Max Hoa 2=234(LC 11)
Max Uplift 2=-599(LC 12), 9---605(LC 12)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (to) or less except when shown.
TOPCHORD 2-3---263011368, 3-4=-727213554.4-5=-7845/3796.5-6=-4518/2514,6-7=-1411/963,
7-8=-1613/974, 8-9=-234EV1265
BOTCHORD 2-19=-1 161/2398,17-19---642/1410,4-17=-1041251.16-17=-2091/4454, 5-16=-9901712,
12-13=-54811411,11-12=-1045/2125, 9-1 1=-1045/2125
WEBS 3-19=-229511143,3-17=-2881/6118,5-17=-149213354,13-16=-509/1247,
6-16=-1743/3238, 6-13=-3491233.7-12=-201/400,8-12=-850/546,8-11=0/318
Structural wood sheathing directly applied, except
2-0-0 oc purfins (4-7-15 max.): 6-7.
Rigid ceiling directly applied or4-" Do bracing. Except:
7-7-0 oc bracing: 17-19
10-0-0 oc bracing: 14-16
1 Row at ni 6-16
NOTES-
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BGDL=6.Opsf; h=15ft; B=45ft; L--alft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriod�2) -1-4-0 to 1-8-13, Interior(l) 1-8-13 to 15-0-0. Exteflon(2) 15-0-0
to 20-0-1. Interior(l) 20-0-1 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
she=; Lumber DOL--1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates am MT20 plates unless otherwise indicated.
5) The Fabrication Tolerance at joint 17 = 4%
6) This truss has been designed for a 10.0 Pat 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-" 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 basing plate capable of withstanding 599 lb uplift at joint 2 and 605 lb uplift at
joint 9.
9) Graphical pudin representation does not depict the size or the orientation of the Purim along the top and/or bottom chord.
%
E 1�'�
No 58126
Philip J. 0'Regan PE No.58126
Mffek USk Inc. FIL Gert 6634
6904 Parke East Blvd. Tampa FIL 33610
Vate:
July 18,2019
iii"N&G-VerNydedseparmestemmdREAD NOTES ON MISANDWCLUDEDWEKRU�CEPAGEMX7=mv. 14=MISBEFORE USE
Design valid for use only witin MffokG connectors. 1h[s design Is based only upon parameters axwn, and Is for an Individual building component. not
0 filuss system. Before use, tre buildlng desligner must verlfy fire OPPI]CObility of design parameters and properly Incorporate this design Into Me overall
Bicclng Incilcot.al Is to buckling of hicMduol truss web and/or chord members only. Additional ternwrary and permanent brocIng;
WOW
buildIngdesign. prevent
Is always recured for stabIlIty, and to prevent collapse wM peable personal Indury and property damage. For general guidance mgadmg Me
fabrication, storage, delivery. electron and bracing of trusses and truss System& SeeANSVTPII Quall!? CiNsla. OS249 and ICS1 Building Component
69N Pare, East MAI.
idlable from Truss Rate Insfitute, 218 N. Lee Street, SL[ta 312. Alexandria, VA 2 14.
Tampa. FL 33610
Job
Truss
Truss Type
Ofty
Ply
PATTERSON PES.
T17632893
5d7764
AS
Common
3
Job Reference (optional)
Tibbetts Lumber Go. Palm Bay , FL
5.ODF12
8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:04 2019 Page 1
ID:sVpYK—OdLHFjtuqpcA50yyrB8.Zy2PiQuB-8ge3n3Tr�-ChrOc4Smr3KIRDM2kmQcymI
4�6 �
Scale = 1:55.3
lu a a
3x4 ZX4 11 5.8 a4 11 3X4
LOADING (psQ
ECLL 20
TUDL 7�10
BCLL 0.0
B
`CNG_ 2 0
I SPA 11
P "a its Grip DOL '5
Lumber DOL 1.25
Rep Stress Incir YES
Code FBC2017/FP12014
CS1.
TC 0.69
BC
WS
Mat
DEFL.
Vert(LL)
Verl(CT)
Hons(CT)
Wind(LL)
in (loc) Vdefl Ud
-0.14 10-13 �999 360
-0.31 10-13 >999 240
0.10 6 rVa ni
0.20 10-13 >999 240
PLATES GRIP
UT20 244/190
Weight: 141 ta FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 2-10-3 oc puffins.
BOT CHORD 2x4 SP No.2
BOTCHORD Rigid ceiling directly applied or 5" oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 2=1207/0-8-0, 6=1207/0-8-0
Max Horz 2=238(LC 11)
Max Uplift 2=-6i 12), 6i 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ild) or less except when shown.
TOP CHORD 2-3=-234011198, 3-4=-15761919,4-5=-1576/919,5-6=-2340/1198
BOTCHORD 2-10---946/2101, 9-1 0=-948/2096, 8-9=-979/2096, 6-8=-97a/21 01
WEBS 4-9=,3321807, 5-9i 5-8--0/325,3-9=-849/524, 3-10=01325
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=6.Opsf; hi Sit; B=45ft; L=31 ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional) and C-C Extei -1-4-0 to 1-8-13, Interion(l) 1-8-13 to 154-0, Exterior(2) 15-4-0
to 18-4-13, Intedoql) 18-4-13 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate gi DOL=1.60
3) All plates am MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.
5) * This bass 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 608 lb uplift at joint 2 and 608 lb uplift at
joint 6.
E N
No 58126
Pi J. ORegain PE Ill
MITek USA, Inc. FL Carl 6634
6904 Parlse East Blvd. Tampa FL 33610
Date:
July 18,2019
A �Alrhfii Vartlydeegrip....c..nFIREAD NOTES ON MSAND&CLUDMM�KREFE�NCEPAGEMI�74".. ralpacrisiSSEFOREUSE
DesIgn valid for use only with MirekO connectom Thu design a based only open parameters di and is far an individual building component not
a hum system. Before we, the building designer must verilythe applicability of dessign porometers and properly incorporate INs design into she overall
building design, Bracing Indicated is to prevent backing of Individual purs web and/or chord members only. Additional temporary and bracing
MiTek
permanent
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding fine
fabricalhom storage. delivery, erection and bi of names and hum sysican, seeANSVIpII Supply Cifferlo, DSO-89 and SCSI Building Component
6904 Pedals East Blvd.
Safety Informationai,cloble from Taos Plate Institute. 218 N. Lee Street, Suite 312. Aeoncria, VA 22314.
Tampa, Fl. 33610
Job-
Truss
Truss Tyrp.—(
Gly
Ply
PATTERSON RES.
T17632894]
�
5FO7764
A7
Hip Girder
1
1
Job Reference (optional)
I Doeus I., raim may , rL o.x4u a jun a eu I a mi i eK
iuut:�:vs,%oig ragei
US = U4 = 2.4 11 6xB
5.00 F1 —2 4 41 r,7;22 —5 23 24 — 25 26 — 27 28,R, 2Rr- 30, 7
2x4 Z�
3
i STP
2
2x4
a
NOP2X STF
RI
4xB —
14 31 32 13 33 3435 36 12 37 38 11
&4 6xI2 MT20HS = SX12 MT20HS — 3x4
4xB =
Scale = 1:55.4
LOADING (P51
TCLL 20.0
iCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC20I7fFPI2014
CS1.
TC 0.92
BC
WB
Mat
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in (IoG) Udefl Ud
-0.43 12-13 >848 360
-0.84 12-13 >437 240
0.20 9 ni We
0.56 12-13 >652 240
PLATES
MT20
MT20HS
Weight: 163 Ild
GRIP
244/190
187/143
'T = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2 *Except*
TOPCHORD Structural wood sheathing directly applied or 2-1-2 ad puffins, except
4-7:2x6 SP 1
2-" ad purlins (2-2-0 max.): 4-7.
BOTCHORD 2x4 SP SS
BOTCHORD Rigid ceiling directly applied or 3-11-6 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 2=2420/0-8-0, 9=242010-8-0
Max Horz 2=-1 19(LC 6)
Max Uplift 2=-1 120(LC 8), 9=-1 120(LC 8)
FORCES. (lb) - Max. Comp./Mal Ten. - All forces 250 (11b) or less except when shown.
TOPCHORD 2-3=-5556/2418,34=-5418/2340,4-5=-6958MO77,5-6---7006/3100, 6-7=-7011/3104,
7-8=-5419/2340,8-9--5556/2418
BOTCHORD 2-14=-2121/5083,13-14---1998/4962,12-13=-2908/6992,11-12=-1 998/4963,
9-11=-2121/5083
WEBS 3-14=-285/287, 4-14=-22/642, 4-13=-1001/2320, 5-13=-787/642, 6-12=-764/643,
7-12=-1 02512365, 7-11 =-21/648, 8-11 =-2851288
7
6
NOTES-
1) Unbalanced act live loads have been considered for this design.
Wind: ASCE 7-10; VuIt=1 60mph Vasd=I 24ni TCDL--4.2psf; BCDL=6.Opsf;
2) (3-second gusl) h=1 5ft; B=45ft; L=3 1 ft; eave--4ft; Cat.
11; Exp C; Encl., GCpi=0.18; Mi (directional); cantilever left and light exposed; Lumber DOL--1.60 DOL=1.60
plate grip
3) Provide adequate drainage to prevent water ponding.
MT20 indicated.
4) Ali plates are plates unless otherviise
5) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads.
o 58126
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-" wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1120 go uplift at joint 2 and 1120.11b uplift
at joint 9.
8) Graphical purfin representation does not depict the size or the orientation of the purlin along the top andfor bottom chord.
0 FF
9) Hani or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 Ita down and 319 111 up at
7-0-0. 139 lb down and 163 lb up at 9-0-12, 139 111 down and 163 lb up at 11 -0-12, 139 Ild down and 163 lb up at 13-0-12, 139 Ild
163 Its lb down 163 lb 15-7-4, 139 Ith down Ild lb down
0 R I %
down and up at 15-0-12, 139 and up at and 163 up at 17-7-4, 139 and 163 lb
up at 19-7-4, and 139 lb down and 163 Its up at 21-7-4, and 207 Ild down and 319 lb up at 23-8-0 on top chord, and 350 lb down
llro�
and 78 Its up at 7-0-0,85 Ild down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 13-0-12,85 Ito down at 15-0-12, 85 lb down at
I AL ""%o
'i"111111110
15-7-4, 85 fia down at 17-7-4, 85 lb down at 19-7-4. and 85 lb down at 21-7-4, and 350 lb down and 78 Ild up at 23-7-4 on bottom
chord. The designifselection of such connection device(s) is the responsibility of others.
Philip J. O'Regan PE No.58126
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Mi USA, Inc. FIL Carl OW
69M Parke East Blvd. Tell R. 33610
I
LOAD CASE(S) Standard
Date:
July 18,2019
losUIRwhi Visfilyde.,irtcarwratensssdREADNOTES ON THSMDWCLUOMM�KREFERANCEPAGEU&74n�v. lastm&015BEFORE USE
Design valid for use only with MRe& connecton. The design � based only upon parameters dnov� and Is for an individual building component, not
a truss system. Before use, Me building designer must verify the applimmbilry of design parameters and properly Incorporate this design Into fine overall
building design. Bracing indicated is to prevent bucWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek*
Is cl%vay; required for stabity and to prevent collapse wifts possible personal Injury and property damage. For general guidance regarding the
fabrication, storage. delivery, erection and bracing of trusses and Imss systemi seeANSVrP]l Quality Criteria. D3049 md I Building Camponont
69M Paike East Blvd.
sari Infounationavalable fam Truss Plate linsfiturte, 218 N. Lee Street Suite 312, Alexandra VA 22314.
Tanpa, FL 33610
Truss
ss Type
Gly
Ply
PAT TERSON RES.
ro—b
1132
7HIP
T17632896
7764
Job Reference (optional)
Tibbetts Lumber Uo. Falm Bay, I'L
8.24U a Jun 8 ZU19 Mi lek Industries, Inc. Thu Jul 16 07:44:08 2iMPage
Scale . 1:35.2
Sx6 = 5X6
3 4
3X4 = NOP2XSTP= 3x4 = 3x4 =
5X6 —
P1IaIt:e:0ffsets(X,Y)—
[1:0-1-2.Edqel,13:0,M,0-2-41,14:0-3-0,0-2-41,[6:0-1-2,Edqel,[9:0-2-12,0-3-41
LOADING (psQ
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.76
VerfiLL)
0.38
9-12
>248
240
MT20 244/190
TtDL 7.0
Lumber DOL 1.25
BC 0.77
Vert(CT)
-0.21
B-15
>613
240
BCLL 0.0
Rep Stress Incr YES
WB 0.17
Horz(CT)
-0.01
1
n/a
n1a
BCDL 10.0
Code FBC2017/TPI2014
Matfix-MS
Weight: 80 Ito FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOPCHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOTCHORD
REACTIONS. (lb/size) 1=28310-8-0.9=704/"-0.6--47210-8-0
Max Horz 1=-135(LC 10)
Max Uplift 1=-273(LC 12), 9=-475(LC 12), 6=-278(LC 12)
Max Grew 1=283(LC 1). 9=704(LC 1). 6--478(LC 22)
FOFICES. (lb) -Max. CompJMaul. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-219/465,4-5---605/489,5-6---47PJ229
BOTCHORD 6-8=-821390
WEBS 2-9=-475/793,3-9=-469/84,4-8=-487/841,5-8---6181658
Structural wood sheathing directly applied or 6-0-0 Go puffins, except
2-M do purins (6-0-0 max.): 3-4.
Rigid ceiling direcfly applied or 9-5-9 oc bracing.
NOTES-
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL--6.Opsf; h=1 5ft; B=45ft; L=2411; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 9-0-0, Exledor(2) 9-0-0 to
13-11-14, Interior(l) 13-11-14 to 20-1-0 zone; cantilever left and right exposed ; porch left exposed;C-0 for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates Unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M 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 273 lb uplift at joint 1, 475 Its uplift at
joint 9 and 278 lb uplift at joint 6.
8) Graphical purin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord.
.."111111111188111 .
%%%% V J .
% . . . . . .
E
No 5 126
jr
. ..........
6 %
. 1 11 111110%
Philip J. O'Regam PE No.58126
MITek USA, Inc. FL Gert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 18,2019
A WARNING - Venlydedguspanurrefers md READ NOTES ON THISAND INCLUDED MITIFICRUERANCEPAGEM11-74"nsy. 101113*1115BUOREUSE.
Desgn valid for use only with Ivilleots connectom. lIns design Is based only upon parameters shown, and is for an Indvidual building component. not
0 NU lyrem. Before we, Me buding desIgner must verify Me opplIcabilly of design parameters and properly Incorporate this desgn Into Me overall
Wilding design, Bracing Indicated Is to prevent buckling of Indfildual truss web and/or chord members only. Additional temporary and permanent brod'g
Is always required for stablIlly and to prevent collapse with possible personal Indury and properly damage. For general guldcnce regarding Me
fabdcaten storage, delivery. erection and bracing of trueses and trise systems. seeANSVTPII Quo'
Safety Infas;iationaclable from Truss Rate InsfiM.. 218 N. Use!ilnet. Suite,312. Noandrio,VA227 CrIforla, D3549 and SCSI Bulding Component
14.
M1
MITOW
69M Parke East Blvd.
Tanpa, R. 33610
Job
'uss
Truss Type
Qty
Fly
PATTERSON RES.
71
T1763289�7
5&764
Hip Girder
1
Job Reference (Optional)
Tibbetts Lumber Co, Palm Bay, FIL
axis =
3A - �. 1.
8.240 a Jun 8 2019 MITek Industries, Inc. Thu Jul 18 07:44:09 2019 Page 1
ID:sVpYK_QdLHF-jjtuqpcASDyyrB8.0�im7yGoglw9YxReXosYSJOaneV?DZyVKRXSqywuia
SX6 =
3x4 =
5-0-0 11-3-8
5.0-13 fN'l 5-0-0
Scale = 1:22.7
Plate Offsets MY)-
[3:0-3-0,0-2-91
LOADING (psQ
SPACING-
2-M
CSI.
DEFL.
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grid DOL
1.25
TC 0.28
Verl(ILL)
-0.03
8-11
>999
360
MT20 244/190
%DL 7.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
-0.06
8-11
>999
240
BCLL 0.0
Rep Stress Incr
NO
WE 0.07
Horz(CT)
0.02
5
nfa
n/a
BCOL 10.0
Code FBC20117,TP12014
Matdx-MS
Wind(ILL)
0.03
8-11
>999
240
Weight: 49 It, FT = 20%
[UMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
3-4:2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOTCHORD
REACTIONS. (Inglisize) 2=71310-8-0,5=71310-8-0
Max Harz 2---84(LC 6)
Max Uplift 2=-362(LC 8), 5=-362(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (1b) or less except when shown.
TOP CHORD 2-3=-1 264/462,3-4---1119/467.4-5---1267/462
BOT CHORD 2-8-31181111171, 7-8=-31911151, 5-7=-30911140
WEBS 3-8=-0/297,4-7=-6/320
Structural wood sheathing di rectly applied or 4-11 -11 do purfins,
except
2-0-0 do puffins (6-0-0 max.): 3-4.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult= 1 60mph (3-secand gust) Vasd= 1 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=1 5ft: B=45ft; L=24ft: eave=4ft; Cat.
11; Exp C; Encl., GCpI=0. 18; MWFFIS (directional); cantilever left and right exposed ; Lumber DOL= 1.60 plate grip DOL= 1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates am MT20 plates unless otherwise indicated.
5) This Imes has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) * This Imes 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 362 It, uplift at joint 2 and 362 lb uplift at
joint 5.
8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 212 Ito up at
5-0-0, and 146 lb down and 212 Ito up at B-3-8 on top chord, and 209 lb down and 34 It, up at 5-0-0, and 209 In down and 34 Its up
at 6-2-12 on bottom chord. The clesign/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 tmss 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
Unifolmn Loads (pff)
Vert: 1�3-54, 3-4=-S4,4-6=-54, 9-12=-20
Concentrated Loads (Iffs)
Vert: 3=-61 (B) 4=-61 (B) 8=-162(B) 7=-1 62(B)
EN
No 58126
S
Philip J. O'Regan PE No.58126
MFrek USk Inc. R. Gert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 18,2019
,&�ARNWO-V�dfyd.eg.�...t...dfl�DNOMSONMOANDWCLUDEDN�KREFERANCEPAGEM�74M��l�l5SUOREUSE
Design volid far use Only w1m M115916y connectors. This deeQn Is based only urpon parameters di and Is for on Individual butding comiaorrent, not
a Mns systam. Before use. the building designer Must verry me applicability of desgn parameters and properly Incorporate ths design into Me Overall
buildIng design, Bracing Indicated Is to bucking of IndrAdual truss web and/or chord members only. Additional temporary and permanent bracing
M!Tek'
prevent
Is always required for stablilly and to prevent collapse wffth possible personal Injury and property damage. For general guidance regarding me
folbrIcation, storage, delivery. section and bracing of trusses and Vuss systems meANSVTPII Quality Ciffedi OS549 cmd BCSI Building Component
6904 Parke East BW.
011oole from Truss Rare Institute, 218 N. Lee Street, Sure 312. Newhard. VA 22314.
Tampa. FL 33610
Job
Truss
Truss Type r—
Dry
Ply
PATTERSON RES.
�
T17632898
�
5d7764
C2
Common
2
Job Reference (optional)
I bbet[S LUMDer UO, Fall bay, i
3X4
8.240 a Jun 8 201 V Mi I eK Inclusines, Inc. Thu Jul 18 07:44:10 2019 Page 1
1 D:sVpYK—QdLHF-jituqpcA50yyrB8-s6QgzTzuZ_QnniWdCFJ54fsAI B?okhx6kzs5dGywul2
4x4 =
5�7-12 11-3-8
5.7-12 5-7A2
3x4 =
Scale = 1:22.4
1 7
ZT
Plate Offsets (X,Y)--
[2:0-1-14,0-0-21
LOADING (issf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loo)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(l
-0.03
6-12
�999
360
MT20 244/190
TUDL 7.0
Lumber DOL
1.25
BC 0.34
Veft(CT)
-0.06
6-12
>999
240
BCLL 0.0
Rep Stress [nor
YES
WB 0.06
Horz(CT)
0.01
4
ni
i
BCDL 10.0
Code FBC2017[TP12014
Matul
Wind(LL)
0.04
6-12
>999
240
Weight: 43 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2X4 SP No.2
REACTIONS. (Ibi 2=49010-8-0,4=490/0-8-0
Max Hou 2=-92(LC 10)
Max Uplift 2=-286(LC 12), 4=-286(LC 12)
FORCES. (Ita) - Max. CompJMax. Ten. -All forces 250 (Ill or less except when shown.
TOPCHORD 2-3---647/421, 3-4---647/421
BOTCHORD 2-6=-241/553,4-6---2411553
WEBS 3-6=01254
BRACING-
TOPCHORD Structural mod sheathing directly applied or 6-0-0 Do purlins.
BOTCHORD Rigid ceiling di rectly applied or 10-0-0 oc bracing.
NOTES-
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vi 60mph (3-second gust) Vasi 1 24mi TCDL=4.2psf; BC Dl h-- 1 51t; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpil 18; MWFRS (directional) and C-C Exteriol -1-4-0 to 1 -8-0, Interior(l) 1 -" to 5-7-12, Exterior(2) 5-7-12 to
8-7-12, Interion(l) B-7-12 to 12-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FPS for reactions
shown; Lumber DOL=1.60 plate gdp DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 286 Its uplift at joint 2 and 286 lb uplift at
joint 4.
'l ."ItIIIIIIIJ111
�'? J. 0 n,
xv.......
E N
%
No 58126
-0
14 z
%
............
1111 0
Philip J. 0'Regan PE No.58126
MlTek USA, Inc. FL Cert 6634
6904 Parke Eat Blvd. Tampa R. 33610
Date:
July 18,2019
,& 16RNWO - NrUyd.�ep,...Ih;..dR�D Nl ON TINISAND INCLUDED MWEICREIVVINCEPAGEM&MMies, 111=U115SEFOREUSE
Design voild for use only with Mffek& connectors. Phis design Is based only upon parameters shown, and is for an Individual building component not
a hum system, Before use, the bAcing designer must verify the applicability of design ocromaters and properly Incorporate this design Into the mercill
bul design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
M!Tek*
15 01mi required for stal and to pre�ent collapse .11th Possible persond Injury and property damage. For general guidance tegardIng the
fabrical storage. delivery, erecffcn and bracing of trusses and truss systems sesANUITll Quality Criteria, DS349 and IICSI Building Component
69N Parke East 3W.
lialety informational from Truss Rate Insfifful 218 N. Lee Street, Suite 312, Alexandria VA 22314.
Tal FL 33610
Job
TrusI;
Truss Type
Qty
Ply
PATTERSON FIES.
T1763289
50�764
C3
Common
3
Job Reference (optional)
Tibbetts Lumber Go, Palm Bay, FL
8.240 a Jun 8 2019 MiTe4 S, Inc. Thu Jul 18 07:44:112019
ID:sVpYK_QdLHF-jjtuqpcASDyyrB8-KWAPzXKHYeOr5plyrKdtPLZbLfTBBFzdw
44 =
Soes = 1�20.5
7
314 = — .1 3X4 —
LOAIIINr IP81
TIC LL 20.0
TbDL 7.0
BCLL 0
BCDL 10
SPAI 2-0
Plate Grip DOL 1.;05
Lumber I
Rep She
Code FE
CS1.
TC 0.38
BC 0.37
WB 0.06
Matrix -MS
DEFL in
vert( 1) -0.04
Vert(CT) -0.07
Horz(CT) 0.01
Wind(LL) 0.05
(loc) Vdefl Lld
5-8 >999 360
5-8 >999 240
4 n1a rVa
6-8 >999 240
PLATES GRIP
MT20 244/190
Weight: 41 lb FT = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 6-M oc puffins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 9-3-9 Do bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 4=41410-8-0,2=49410-8-0
Max Hom 2=91 (LC 11)
Max Uplift 4=-181 (LC 12). 2=-292(LC 12)
FORCES. (11b) -Max. CornpJMax. Ten. -All (areas 250 (11b) or less except when shown.
TOPCHORD 2-3=-66PJ463, 3-4=-6501482
BOTCHORD 2-5=-333/567, 4-5=�333/567
WEBS 3-5=-20/256
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.Opsf,, h=15ft; B=45ft; L=24ft; eave=4ft; Cat,
11; Exp G; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior[2) -1-4-0 to 1-8-0, Intenor(l) 1-8-0 to 5-7-12, Exlerior(2) 5-7-12 tc
8-7-12, Intenor(l) 8-7-12 to 11 -3-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for maclions
shown; Lumber DOL--1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This III 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 20.0psf an 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 beading plate capable of withstanding 181 to uplift at joint 4 and 292 Ito uplift at
joint 2.
'0�
.%% .........
GEN&*
No 58126
V- - - � H I —.' r
0 N A
4,111111110%
Philip J. O'llegain PE No,58126
MfTek USA, Inc. R. Ceft 6634
6904 Parke East Blvd. Tampa FIL 33610
gate:
July 18,2019
A ;ARNNG- VmnydesInpwa..fers.dflFADNdrES ON WISAND INCLUDED MlRiKREFERANCEPAGEM�74"nn,. 10413aVISIREFORE USE
Design valid for use only with Mirea connectors. This design Is based only upon parometer; shown. Ond Is for on lndPvlduci bisIdling component, not
C nues system. Before use, ffie buildhg designer must verify Me oppliccb][Ily of design parameters and properly Incorporate this design Into the overoll
bulldling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
iTek*
Is always required far stability and to prevent collapse with posclole personal rjury and property damage. For general guidance regarding the
foloAcallon. storage. delivery. erection and bracing of truces and truss syste= seeANSVrPII Quality Ciftedo. DSM9 and BCSI Bulding Component
69M Parke East Blvd.
Safety Informallianvoolloble from Truss Plate Institurre. 218 N. We Street, Suite 312, Noxonddo. VA 22314. _[r
Tana.. F L M10
Job
Truss
Truss Type
Qty
Ply
A77ERSON RES.
567764
C4
Half Hip
I
I
ob Reference (optional)
ribbetts Lumber Go, Palm Bay, FIL
E ; S, Inc. Thu Jul 18 07:44:11 2019 Page 1
ID:sVpYK_QdLHF_ijtuqpcA5Dyyri3B-Kiz2Apz)(KHYeOr5plyrKdtPlKbKeT56Fzdwo9iymlY
5X6 = 2X4 i I
NOP2X STP
3x6 =
Scale = 1:22.8
Plate Offsets (X,Y)—
[3:0-3-0,0-2-41
LOADING (psQ
SPACING-
2-0-0
CS1.
DEFL.
in
loc)
Vdefi
Ud
PLATES GRIP
TCLIL 20.0
Plate Grip DOL
1.25
TC 0.52
Vert(LL)
.0.05
6-9
>999
360
MT20 244/190
"fCDL 7.0
Lumber DOL
1.25
BC 0.43
Verd(CT)
-0.10
6-9
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.25
Horz(CT)
0.01
5
n1a
n/a
BCDL 10.0
Code FBC2017fFP12014
Matdx-MS
Wind(LL)
0.09
6-9
>999
240
Weight: 54 Its FT = 20%
I
LUMBER-
BRACING -
TOP CHORD
2x4SPNo.2
TOP CHORD
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.2 *Except*
BOTCHORD
4-5:2x6 SP No.2
REACTIONS. (Italsize) 2=48710-", 5=40710-8-0
Max Hons 2=191(LC 12)
Max Uplift 2=-271 (LC 12). 5=-196(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-569/360
BOTCHORD 2-6---4281471, 5-6-4291463
WEBS 3-6--0/259.3-5=-515/481
Structural wood sheathing directly applied or 6-0-0 do purlins,
except end verficals, and 2-M oc purlins (6-0-0 max.): 3-4.
Rigid ceiling directly applied or 7-10-12 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL--6.Opsf; h--15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=O.l S; MWfFRS (directional) and C-C Extefior(2) -1-4-0 to 1 -8-0, Intedor(l) 1-8-0 to 6-6-0, Exterior(2) 6-6-0 to
10-8-14, Inteflor(l) 10-8-14 to 11 -1 -4 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 Psf bottom chord live load nonconcument 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 beading plate capable of withstanding 271 lb uplift at joint 2 and 196 lb uplift at
joint 5.
7) Graphical Pullin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord.
%%%%.
\V
4f No 58126
�F :irz
10
0 0
FWD
ONAIL,
Philip J. 0'Regan PE No.58126
MiTek USA, Inc. FL Cart K34
6904 Parke East Blvd. Tarnpa Fl. 33610
Date:
July 18,2019
A WARNWG-VedlydesfgnX�oWmandR�DNOMS ON MSANDWCLUDMMffEKREFERANCEPAGEMIP74"mK 1045cs2015BEFORE USE
DesIgn valid for use only YAM MffeM connectors. This design Is based only upon porameters shov� and 6 for on Individual building component not
Bel'
a truss system, Before use, Me buildIng desIgner must verify the applicability of design parameters and properly Incorporcre this deslgn Into Me overall
oulding desJgn, Bracing Indicated is to prevent buckling of Individual lluss web and/or Chord members cnly. Additionol temporary and permanent bracing
MiTek'
Is dways recured for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding Me
fabrication. storage, Calvary, erection and bracing of trusses and truss systems. saeANSVIP11 Quality CrIteda. DSB49 and BCSI Bulding Compoinont
6904 Parlm East Blvd.
niflable from Truss Plate Institute, 218 N. Lee Street Sults, 31Z Alexandria VA 22314.
Tampa, Fl. 33610
Job
Truss
Trusts Type
Cry
Ply
PATTERSON RES.
T176329 1
501764
Gil
Comer Jack
10
Job Reference (optional)
Tibbetts Lumber Go, Palm Bay, FL
8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:12 2019 Page 1
ID:sVpYK_QdLHF_ijtuqpcA50yyrB8-pUXQ09-95bgVO?9?JgMZA4YZi?mBCbJPCHgCi9ywuiN
3x4 =
i 1 � No 1
6
�2
4
6
Scale = 1:6.7
Plate Offsets (X,Y)--
L2:0-1-14,0-0-21
LOA13ING (psQ
SPACING-
2-0-0
CS1.
DEFL.
In
(loc)
Vdefi
Ud
PLATES GRIP
LCUL 20.0
Plate Grip DOL
1.25
TC 0.19
Vert(U-)
0.00
5
>999
360
M120 244/190
ThDL 7.0
Lumber DOL
1.25
BG 0.03
Vtl
0.00
5
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
4
n/a
n1a
BCDL 10.0
Code FBG2017/1"PI2014
Merril
Wind(ILL)
-0.00
5
>999
240
Weight: 5 lb FT = 20%
LUMBER-
TOPCHORD 2x4SPNo.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ild/sIze) 3=-O/Mechaniml,2=157/0-M,4=-12[MechanicaI
Maur Horz 2--68(LC 12)
Max Uplift 2=-1 87(LC 12).4=-12(LC 1)
Max: Gray 3=17(LC 12), 2=1 57(LC 1), 4=39(LC 12)
FORCES. (ib) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 1 -0-0 do pudins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc breading.
NOTES-
1) Wind: ASCE 7-10; Vult=l 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; Iftl B=45ft; L--24ft; eave=4ft; Cat.
11: Exit C; Encl., GCpi=O.l 8; VlWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-G for members and
forces & MWIFFIS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 lost bottom chord live load nonconourrent with any other live loads.
4) * This truss has been designed for a live load of 20.0pslf 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 trues, connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of willristancling 187 lb uplift at joint 2 and 12 lb uplift at
joint 4.
J. 01jil J, !.-'r
0 E N
No 58126
13 fr
0 () R I
&10 - NAI-e %11�
Philip J. O'Regan PE No.58126
Ml USA, Inc. FIL Carl 6634
6904 Parke East Blvd. Tampa FIL 33610
Date:
July 18,2019
,& �ARNING- V&rVydasJ9sr�maahm;eadfiE,401y0WS ON MISANDWCLUDWM�KRE�RANCEPAGEMIP74M�� 141XV2015BEFORE USE
Deslgn valid for use only with Waists connectors. This design Is based only upon parameters Mown, and Is for an Individual bWdlng component. not
a Muss system. Before use Me building desIgner must verity Me applicability of design parameters and property Incorporate this desIgn Into the overall
bull design, Bracing indicated Is to prevent buckllng of Individual hum web and/or chord members only. Additional temporary and Permanent bracing
Iff
MiTek*
Is always required for stability and to prevent collapse with possibla personal hdury and property domago, For general guidance regarding the
folaricall storage. delivery. erection and bracing of musses end truss systems, seeANSVMII QUGSI
21 Cil OSS49 and SCSI ItuddIng Compornint
,floble from Truss Plate Institute, 218 N. Lee Street Bull. 312. Aeasl VA 22 14.
6904 Pa*e East Blvd.
Tampa, R. 33610
Job
Truss
Truss Type
Qty
Ply
PAT-rERSON RES.
Ti 76ZI�02
50i764
CAP
Comer Jack
2
Job Reference (optional)
libberIS Limper �, ran bay, I-L
ti a jun if 4ui v mu I eK inausenes, me. I 11U JUI 18 07:44:13 2019 Page 1
ID:sVpYK_QdLHF-jjtuqpcA50yytB8.Hh5obV?nsuoMe9FCtNtoilUk2O6NxlZYQxP]EbywuIVY
I - .
3X4 =
6
Scale = 1:6.7
Plate Offsets (X,Y)-- 12:0-1-14,0-0-21
LOADING (psf)
SPACING- 2-0-0
CS1.
DEPL. in
(loc) Vdeg Ud
PLATES GRIP
1CLL 20.0
Plate Grip DOL 1.25
TC 0.19
Veri(LL) 0.00
5 >999 360
MT20 244/190
1tDL 7.0
Lumber DOL 1.25
BC 0.03
Verl(CT) 0.00
5 >999 240
BCLL 0.0
Rep Stress Incir YES
WB 0.00
Hci 0.00
4 n1a n/a
BCDL 10.0
Code FBC2017/TP12014
Matril
Wind(LL) -0.00
5 >999 240
Weight: 5 Its FT = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 1 -" do puffins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 10-0-0 do bracing.
REACTIONS. (Ititsize) 3=-O/Mechanical, 2=157/0-8-0,412/mechanical
Max Horz 2=68(LC 12)
Max Uplift 2=-1 87(LC 12), 4=-1 2(LC 1)
Max G rev 3--17(LC 12). 2=1 57(LC 1), 4=39(LC 12)
FORCES. ([b) -Max. Comp./Max. Ten. -All forces 250 (Ils) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511; B--45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone: cantilever left and right exposed; porch left
exposed;C-C for members and forces& MWFRS for reactions she"; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This I has been designed for a 10.0 pet 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 girclerl for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 Us uplift at joint 2 and 12 Ile uplift at
joint 4.
%
%
EN
o 5812
PhIIIpJ. O'Regan PE No.58126
MFrek UK Inc. FL Cert 6634
6904 Parke Ent Blvd. Tampa R. 33610
Date:
July 18,2019
A WMNING - Vedlydeegn ourarelens �d mete NOMES ON MISAND NCLUDED MITEKIFIFFERARCEPAGEMS-74irs hh� 10,12=015BEFORE USE
Design valid for use onlywlm MffeM connectors. Nis design Is based only Upon parameters Mown, and is for an hldlvldual building component. not
0 truss system. Before Use, the building designer musi the opplicclallIty ofdosign parameters and property Incorporate this design Into the overall
building Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional teni and permanent seeing
M!Tek*
all prevent
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication. storage. delivery. erection and brocling of trusses and truss Syste.% SeetANSWU QU*N Critarl OSB49 and BCSI Building Component
69N Parke East Blvd.
follocale from Truss Me% Instill 218 N. Lee Sheet. Suite 31Z All VA 22314.
Tarripa, FIL M61 0
Job
Truss
Truss Type
Cfty
Ply
PATTERSON RES.
T17632903
507764
CJ3
ComerJack
10
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FIL 8.240sJun 82019MiTekindusunes.1mc. IMIJU11807:414:142019 Pagel
ID:sVpYK—QdLHF-jjtuqpcA50yyrBB.IHBprOPdCwDGJqOR401FVl�oQigUphfbglmlymlV
3-0-0
�l 000 3-0-0
scale = 1:10.9
2X4 =
Plate Offsets (X,Y)--
2:0-0-2,0-Ml.
LOABING Upsf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
Vdefi
Ud
PLATES GRIP
T,CLL 20.0
Plate Grip DOL
1.25
TC 0.19
Vert(LL)
-0.00
4-7
>999
360
MT20 244/190
TCOL 7.0
Lumber DOL
1.25
BC 0.09
Vert(CT)
-0.01
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WEI 0.00
Horz(CT)
-0.00
3
n/a
nta
BCDL 10.0
Code FBC2017/TP]2014
Matdx-MP
Wind(LL)
0.00
4-7
>999
240
Weight., 12 Ir FT = 20%
LUMBER-
TOPCHORD 2x4SPNo.2
BOTCHORD 2x4SPNo.2
REACTIONS. (lb/size) 3=61/Mechanical,2=197/0-M,4=32(MechanicaI
Max Horz 2=1 11 LC 12)
Max Uplift 3---48(LC 12), 2=-1 59(LC 12)
Max G my 3--63(LC 17), 2=1 97(LC 1), 4=50(LC 3)
FORCES. (lb) -Max. CornI Ten. -All forces 250 (lb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 3-0-0 do purfins.
BOTCHORD Rigid ceiling directly applied or 10-M no bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--6.Opsf; h=15ft; B=45ft; L--24ft; eave=4f[; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(l) I-M to 2-11-4 zone; cantilever left
and fight exposed C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 1 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-" tall by 2-M 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 48 Up uplift at joint 3 and 159 to uplift at
joint 2.
e_.**cEN 1,
No 58126
Philip J. O'Regan PE No.511126
Mrrek USA, Inc. FL Gent 6634
6904 Parke East Blvd. Tampa H. 33610
Date:
July 18,2019
A ;ARNNG- Verhy deegn suspreters andREAV NOTES ON THIS AND INCLUDED MRFKREIIEMNCEPAGE�74M w� 14,03,2015BEFOREUSE.
Design valid for use only with Welds connectom. This design Is based only upon parameters Mown and Is for on Individual building component, not
0 trups system. Before Use, me building designer must �enfy the applicability of design parameters and properly Incorporate trip design Into Me overall
balding design, Bracing hdicated Is to prevent buckling of Individual taps 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 me
fabrication. Moroge, delivery, ere0on and bracing of trusses and larss systems, seeANSWI I Quawy cederks, DS549 and BCSI Building Component
69M Parke East BNd.
18 N. Leo S�eot Sulte3IZ Re.andi VA 22314.
Tampa, i W61 0
Job
Truss
City
Ply
RES.
1PATTERSON
T17632901
567764
CJ3A
Pl
Comer Jack
I
Job Reference (olAonal)
Tibbetts Lumber Co, Palm Bay, FL
2X4 =
8.240 a Jun 8 MIS MiTek Industries, Inc. Thu Jul 16 07:44:14 2019 Page I
IE):,VpYK—QdLHFjluqpcA50yyrSS-ItfBprOPdCwDGJqOR401 FVlvqoP7gUphfb9imlywulV
Scale = 1:10.8
Plate Offsets (X.Y)—
[1:0-1-14,0-0-101
LOADING (lasilt
SPACING. 2-0-0
CSI.
DEFL
in
(too)
Idell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL)
0.02
3-6
>999
240
KT20 244/190
rCDL 7.0
Lumber DOL 1.25
BID 0.19
Vert(CT)
-0.01
3-6
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
2
n1a
nla
BCDL 10.0
Code FBC2017/TP12014
Matfix-MP
Weight: 9 111 FT = 20%
LUMBER-
TOPCHORD 2x4SPNo.2
BOT CHORD Px4 SP No.2
REACTIONS. (Iftatsize) 11=1109/0-8-0,2=68110lecharrical, 3=40/Mechanical
Max Horz 1=66(LC 12)
Max Uplift 1=-91 (1-C 12), 2=-71 (LC 12), 3--49(LC 12)
Max Grav 1=1 09(LC 1), 2=68(LC 1), 3--52(LC 3)
FORCES. (lb) - Max. Comp./M� Ten. -All forces 250 (lb) or less except when shown.
BRACING-
TOPCHORD Stmctumi wood sheathing directly applied or 3-0-0 oc puffins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; Irl B=45ft; l eave--4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFFIS (directional) and C-C Exteriorri zone; cantilever left and right exposed; porch left
exposed;C-C for members and forces & MWFFIS for reactions shown; Lumber DOL=1.60 plate grip DOl
2) All plates am MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 Pat bottom chard live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members-
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 91 la uplift at joint 1. 71111 uplift at joint 2
and 49 [b uplift at joint 3.
E N
%
No 58126
%
'0NA1-S%%%%%
Philip J. O'Hegan PE No.58126
MlTek USA, Inc. FIL Cert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 18,2019
WARNING - Verflydesigaperassetersard READ NOMS ON MISAND INCLUDED MMEKREFERANCEPAGEMI�74Z?m� MOUGUISDEFORE USE
DwIgn voild for we only with Mlreiksii Connectors. lhis design Is based only Upon parameters shown. and Is far an Indivoual buildIng component. not
a huss system. Before use. the building designer must verify the applIcclallity, of design porametens and properly Incorporate this dosIgn Into Me overall
buildingdosign. Braclng hdicoted kito bucking olthidividl Masweto and/or chord members only. McItional temporary and permanent bracing
MOW
prevent
Is always real for stobilly and to prevent collapse with pwsble personal injury and projoerty damage. For general guidance regarding the
folbricaton, storage, Calvary erection and bracing of trusses and husI systems SeeANSVTP11 Quall Ciffmila, INSIS-119 and 301 BuIll Componfurd
69N Parke East Blvd.
Safolly Inforrincifloravolloble from Trus, Plate Insfil 218 N. Lee Sl Suite 312, Mexandrio, VA 22314�
Tarl FIL 33610
Job
Truss
Truss Type
Oty Ply
PATTERSON RES.
T176329051
50�764
CJ3P
Comer Jack
1 1
�
Job Reference (optional)
Fibbefts, Lumber Co, Palm Bay, FL 8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:15 2019 Page 1
1 D:sVpYK_QdLHFjjtuqpcASOyyrB8-D3DZOB1 1 OW24tTPa_ovGnjZ4XCI 1 Px3ruFusJTywulU
T-t-0 3-0-0
O i 3-0-0
Scale= 1:10.9
3x4 =
Plate Offsets (X,Y)—
12:0-1-14,0-0-21
LOADING (psf)
SPACING. 2-0-0
CS1.
DEFL
in
(loc)
Well
Ud
PLATES GRIP
-ECLL 20.0
Plate Grip DOL 1.25
TC 0.19
Vert(LL)
0.01
4-7
�999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.15
Vert(CT)
-0.01
4-7
>999
240
EICLL 0.0
Rep Stress Mor YES
WB 0.00
Horz(CT)
-0.00
3
n1a
n/a
BCDL 10.0
Code FBC2017/TP12014
MatdxMP
Weight: 12 lb FT = 20%
CUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-8-0,4=32/Mechanical
Max Horz 2=1 11 (LC 12)
Max Uplift 3=-59(LC 12). 2=-215(LC 12),4---39(LC 9)
Max Grav 3=51 (LC 1), 2=1 97(LC 1), 4--50(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc, pudins.
BOT CHORD Rigid ceiling directly applied or 1 0-M oo bracing.
NOTES-
1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=150; B=45ft; L--24111; eave=4ft; Cat
11; Exp C; End., GCpl=0.18; MNFR8 (directional) and C-0 Extedor(2) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 2-11-4 zone; cantilever left
and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL--1.60
2) All plates am MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This buss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girdeqs) for truss to twss connections.
6) Provide mechanlcal connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 3. 215 lb uplift at joint
2 and 39 lb uplift at joint 4.
I I I I fillfil
J. 0
No 58126
R N
C.>
%%
,-,,i;,0NA%-e%-.%"
1#1111110
Philip J. O'Rega PE No.58126
Writer USA, Inc. FL Dert 6634
69G4 Parke East Blvd. Tampa R. 33610
Date:
July 18,2019
Job
Truss
Truse, Type
aly
Ply
PATTERSON RES.
I
T 17 6 3 2�6
5d7764
GJ5
Comer Jack
6
,
Job Reference (optional)
fIbbEn1S Lumaer uo, Fahnn Bay, FIL ID:,VpYY 8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:16 2019 Page I
-1-4-1 5-0-0 —QdLHFjjtuqpcA50yyrBB-D3DZOBI 1OW24ITP�ovGnjZOpCiNPx3mFusJTywu]U
1-4.o S-0-0 I
Scale = 1:15.0
3x4 =
Plate Offsets (X,Y)--
[2:0-1-14,0-0-21
LOADING (pso
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
Ildefl
Ud
PLATES GRIP
ICILL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
-0.02
4-7
>999
360
MT20 244/190
T'CDL 7.0
Lumber DOL
1.25
BC 0.38
Vert(CT)
-0.05
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n1a
EICDL 10.0
Code FBC2017/rPI2014
Matdx-MP
Wind(ILL)
0.06
4-7
>999
240
Weight; 18 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2,x4 SP NG.2
REACTIONS. (lb/size) 3--113tMechanical, 2=264/0-M, 4--60/Mechanical
Max Horz 2=156(LC 12)
Max Uplift 3---99(LC 12),2=-172(LC 12)
Max Grav 3--117(LC 17). 2=264(LC 1), 4--87(LC 3)
FORCES. (Ilb) � Max. Comp./Max. Ten. -All forces 250 (Ilb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc, purfins.
BOTCHORD Rigid ceiling directlyapplied or 10-" oc, bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; S=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWIFFIS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 4-11-4 zone; cantilever left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates am MT20 plates unless otherwise indicated.
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 2-00 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to buss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 172 lb uplift at
joint 2.
%
% % ......... .
EN,9'
%
%
o 5812
Philip J. O'Regan PE No.58126
MFrok UK Inc. R. Cert 6634
69M Parke East Blvd. Tuinpa FIL 33610
Date:
July 18,2019
WARN&G- Vothydeegn,srarrelassandRIDIDNOMS ONMSANDWCLUDEDM�KREF�NCEPAGEM�74nm� 1,1012015BIEFOREUSE,
-7
Design valid forruse onlywffin MITerr0connectors. ThisclesIgn li;based only uqxrn parameters shown and Isforan Individual building component, not
Wit
a truissystern. Before use, Me building designer mudverify me opplIcalbillty0design parameters and properly Incorporate Ins design Into Me ovemil
building design, Bracing Indicated is to prevent budding of Individual rams web and/or chord members only. Addhonal temporary and permanent bracing
MOW
a always required for stability and to prevent colloxg wilin possible pemonal laury, and property damage. For general guidance regarding the
fabrication. storage, delivery, erection and bracing of twaos and hum SYStOms. weANSVTPII Qualty Cifli D3549 and IICSI Bulding Component
69N Pence East BWd.
18 N. Lee Sheet Suite 312 Aexandra, VA 22314.
Temps, FIL 33610
Job
Truss
y
Fly
PATTERSON RES.
T17632907
5d7764
CJ5A
1
I
Elt
Referencis (optional)
Tibbetts Lumber Go, Palm Bay, FL
2X4 =
8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:16 2019 Page 1
ID:sVpYK--QdLHF_jjtuqpcA50yyrB8.hGuEWlt9pBxVdMYVQVKW68ic?g8o,L6vePrwy,uIT
5-0-0
5-0-0
T
9
Scale = 1:15.1
Plate Offsets (X,Y)—
rl:0-0-2,Edgel
LOADING (psf)
SPACING. 2-0-0
CSI.
DEFL.
in
(loc)
Udall
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Ven(LQ
0.14
3-6
>433
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.57
Vert(CT)
-0.06
3-6
>971
240
BCLL 0.0
Rep Stress Incr YES
WEI 0.00
Horz(CT)
-0.00
2
We
n1a
BCDL 10.0
Code FBC2017rrPI2014
Matnx-MP
Weight: 16 In FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4SPNo.2
REACTIONS. (lb/size) 1=18atO-8-0,2=118/Mechaniwl,3--65/MechanimI
MaxHorz 1=110(LC 12)
MaxUplift 1=-154(LC 12),2=-122(LC 12),3=-79(LC 12)
Max Gratv 1=183(LC 1), 2=1 I8(LC 1). 3=89(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc, pudins.
BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-sawnd gust) Vasd=124mph: TGDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=241T eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-M, Interior(l) 3-0-0 to 4-11-4 zone; cantilever left
and Tight exposed; porch left exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL--1.60 plate grip
DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This twss 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-M tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 1, 122 lb uplift at
joint 2 and 79 11c uplift at joint 3.
J. 0,
EN
No 58126
Philip J. 0'Relpan PE Nm58126
Welk USA, Inc. FL Carl 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 18,2019
A WMAUNG - Vedlydeagn arareeters andll�!) NOTES ON MIS�D INCLUDED MMEKREFE�NCE PAGEMW471 ., laltJ,2015 BEFORE USE
D rr� dlol� n I ITe onn del c bo ad no � 'a md'v d o'buldn" component. not
0" 0 0 'yw'h 0 00'o" b ' on' V u
M I* pe Zr` 0 prop r on I u n'mo
0 , 'am 'afore u"a a bur'do" e"gner Tu vo" me opp"00"' a' d Igo Pa""' the overall
y, In d fy ty � tars 'mcl e'y'ncorpo'o'e IT eag
b Id d. -Ing Inc d b " event bur. of no or = -.b all., chord me b._.nly Addlfl.n.1 t"m rr"Y and Permanent brocing
g �Orr Br. at_ P, g I �1 U.1 on
MOW
r ..... . "Yon". r. '.P I P._ I P. 'a. _age F g.�.r.'
,
�ih iu 4 u . rd'�g
- n.ana' . 0 f r R' ty are., v m "0' n us b no do or g % ""' g the
b S, 1 d I, an TO bra. g n' Wst. _.MS�11 Q Cribalat SB49 em B I Be g'
I of IT d ldk _mponent
.t' let... pa�.11.tbl. from True net. rm�hrr. 218 , 'a. '..' S.'t. 3, Z '... dro 'A 22 1 ,
6904 Parlte East tt�d.
Tampa, FL 33610
Job
Truss
sT a
Qy
�T
T17B3�08
56764
Ci5p
Comer.acR
1
�Ply 1
�PATTERSONRES.
Job Reference (optional)
ribbetts Lumber Co, Palm Bay, R.
8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:17 2019 Paget
3X4 =
Scale = 1:1&o
Plate Offsets (X,Y)--
[2:"-10,Edqol
LOABING (psi
SPACING- 2-0-0
CSI.
EFL.
In
(loc)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL)
0.13
4-7
>454
240
MT20 244/190
fCDL 7.0
Lumber DOL 1.25
BC 0.54
Verl(CT)
-0.05
4-7
>999
240
DCLL 0.0
Rep Stress Incir YES
WE 0.00
Horz(CT)
-0.00
3
rda
n/a
BCDL 10.0
Code FBC2017/rPI2014
Matrix -MP
Weight: 18 th FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4SPNo.2
REACTIONS. (lb/size) 3--113/Mechanical.2=264/0-8-0,4=60/MechanicaI
Max Horz 2=1 56(LC 12)
Max: Uplift 3=-114(LC 12),2=-267(LC 12),4=-71(LC 12)
M�Grav3=113(LCl),2=264(LC1),4=87(LC3)
FORCES. (lb) - Max. CompuWax. Ten. -All forces 250 (lb) or less except when showri.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 5-0-0 Do pudins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASGE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL--6.Opsf; h=15ft; B=45ft; L=24ft; eave--4ft; Cat.
It; Exto C; Encl., GCpi=0.18; MWIFFIS (directional) and C-C E)fteflor(2) -1-4-0 to 1-8-0. Interior(l) 1-8-Oto 4-11-4 zone; cantilever left
and night exposed; porch left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip
DOL=1.60
2) All plates are MT20 plates unless othemise indicated.
3) This truss has been designed for a 10.0 Pat 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 114 Its uplift at joint 3, 267 Its uplift at
joint 2 and 71 fic uplift at joint 4.
% 6"111111 Illitill"'.
E :�'q
q� AIS
No 58126
:, R
00 ONAV-00% %
-;'q/ %
111411111111100
Philip J. O'Regan PE No,58126
MITek USk Inc. R. Cert 6634
69114 Parb East Blvd. Tampa FL 33610
Date:
July 18,2019
WARNING. Vwl&ds/1hpe...hms.dfl"DN0M ON WISAND INCLUDED AFFIFEArREViERVINCEPAGEMB-74".. 1Q=W15I9U0REUSE.
Dedgrivold for useonlywilh 101teMconnectors. this design Isloosed only upon locrometersshown. and Isforan Individual building comporient. not
chum; system. Before use, Me building designer must velfirMe oppliccolty, ofdasign parameters and properly Incorporatetints design Into Me overall
building design. Brocing Indicated Is to prevent buciding of Individual hum web and/or chord members only. Addltoncl temporary and permonent bracing
M!Tek'
7
Is always required for stoloBtly and to prevent collapse Iffn prmable personal Injury and property damage. For general guidance regarding the
fabrication. storage, delivery. erection and bracing of hucrias and Muss systems mseANSWI I Quality Cillerb, li and BCSI Bull Component
69M P.*e East Blvd.
Sal Informarficna,voilable frona Thurs Plate Institute, 218 N. Lee Sheet, Suite 312, Plexandria. VA 22314,
Tampa, FIL 33610
Job
Truss
Truss Type
Illy
Ply
PATTERSON RES.
T1763290
56764
EJ5
Jack -Open
2
Job Reference (opflonal)
Tibbetts Lumber Co, Palm Bay, FL 8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:17 2019 -Page I
ID:sVpYK_QdLHF_jituqpcASOyyrB8.9SURs2Hw7Jo7mYz6D)dd8eMJUOrtrZSLZNyNMYWUIS
-'-4-1 5-0-0
i 1.4�' 5-0-0
3x4 =
S-0-0
5-0.0
scale = 1:15.0
Pilate Offsets (X.Y)--
[2:0-1-14,0-0-21
LOASING (psf)
SPACING-
2-0-0
CS1.
DEFIL.
in
(too)
Well
Lid
PLATES GRIP
-�CLL 20.0
Plate Grip DOL
1.25
TC 0.42
VerftLQ
-0.02
4-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.38
Vert(CT)
-0.05
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Hom(CT)
-0.00
3
n1a
n1a
BCDIL 10.0
Code FBC20171TP]2014
MamIx-MP
Wind(ILL)
0.06
4-7
>999
240
Weight: 18 lb FT = 20%
LUAll
TOP CHORD 2x4SPNo.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ibirsize) 3=1113IMecharrical, 2=264/0-8-0.4=60i'Mechanicial
Max Horz 2=1 56(LC 12)
Max Uplift 3---99(LC 12), 2=-172(LC 12)
Max Grav 3=1 17(LC 17). 2=264(LC 1). 4-87(LC 3)
FORCES. (lb) - Mauc Corri Ten. -All forces 250 (Ilb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 Be bracing.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-secrand gust) Vasd=124mph; TCDL=4.2pst; BCDL=6.Opsf; h=15ft; B=45ft; L--24ft; eave=411� Cat.
11; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterl -1-4-0 to 1-84), Interion(l) 1-8-0 to 4-11-4 zone; cantilever left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) * This truss has been designed for a live load of 20.0psl' 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 MISS to truss connections.
6) Provide mechanical connection (by others) of tress to bearing plate capable of wriffistanding 99 lb uplift at joint 3 and 172 lb uplift at
joint 2.
I 0'p
%% ........
�V
No 58126
F
00 - AN
R
Philip J. 0`11legan PE i
MITalk USA Inc. FIL Carl 6634
6904 Parke East Blvd. Tampa FIL 33610
Date.,
July 18,2019
A ;ARMING -VedrydesignarametersandREAD NOTES ON THISANDMCLUDEDMffEKREFERMCEPAGEMIP74"��. IIIIIJOCIS BEFORE USE
Design valid for use only 411, MffarkO connectors. this design Is based any upon parameters shcrh. and Is for an Individual building component, not
MR
a Ines system, Before use, Me building designer must verify the applicability of desIgn parchisters and property Incorporcre Mrs design Into Me overall
building design, Bnocing 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 recording Me
fabricamon, storage, delivery, erection and bracing of fusses and trussi systems. seeANSVIF11 Quamy Ciffeds. PS249 and BCSI Building Component
Safety IntomarfloncrIallablo from Twss Plate Institute, 218 N. Lee Street, Suite 312. Aexandra, VA 22314.
6904 Parke Easl Blvd.
Tampa, FL 33610
0
Trus
Truss Type
Qty
Ply
FIES.
rJob
T17632910
5�7764
EJ7
Jack -Open
12
1
�PATTERSON
Job Reference (optional)
T'ibbetts Lumber Go, Palm Bay, FIL 8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:1 B 2019 Page I
ID:sVpYK_QdLHFjtuqpcA50yyrB8-devheC3whRRfkw79gwTzPLB06PfDClaHaD7Wvoywulpi
41-0 7-0-0
1-4-0 7-0-0
scale = 1:19.0
3x4 =
1.111111 IPSI
SPACING� 2-0-0
CS1.
DEFL. in
(loc) Well Ud
PLATES GRIP
]�CLL 20.0
Plate Grip DOL 1.25
TC: 0.87
Vert(LL) -0.10
4-7 >871 360
MT20 244/190
TCDL 7 ' 0
Lumber DOL 1.25
BC
Vert(CT) -0.22
4-7 >385 240
BCLL 0.0
Rep Stress Incr YES
WB
Horz(CT) -0.00
3 n/a n/a
B 1
Code FBC2017/TPI2014
Mat
Wind(LQ 0.18
4-7 >466 240
Weight: 24 go FT = 20%
LUMBER-
SPACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc, puldins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=164/Mechanical, 2=33610-8-0. 4=86[Mechanical
Max Horz 2=201 (LC 12)
Max Uplift 3=-147(LO 12), 2=-1 91 LG 12)
Max Grav 3=1 l 17), 2=336(LC 1), 4=1 25(LC 3)
FORCES. (lb) -Max. Comp./Maoc Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psi; BCDL=6.Opsi; h=15ft; B--45ft: L--24ft; eave=4ft; Cal.
11; Exp C; Encl., GCpi=0.18; MWIFFIS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(l) 1-8-0 to 6-11-4 zone; cantilever left
and right exposed ;C-C for members and forces & MWIFFIS for reactions shown; Lumber DOL=1.60 plate grip DOL--1.60
2) All plates am MT20 plates unless otherwise indicated.
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 fall 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 Russ to bearing plate capable of withstanding 147 to uplift at joint 3 and 191 b uplift at
joint 2.
1 10
No 58126
fi-
R k V
PhIllp J. O'Regan PE No.58126
Mflak USA Inc. H. Cert 6634
6904 Paft East Blvd. Tampa R. 33610
Date:
July 18,2019
Truss
Tnu
Truss Type
T
7Ply]_PATTERSONR,.EPSr
T17632911
rJob
J J. Fist ..... .. 1)
ob Reference (optional)
Tibbetts Lumber Co. Palm Bay, FIL
3X4 =
8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:19 2019 Page 1
lt):sVpYK_QdLHF-jituqpcA50yyrB8.SqS4sY4YSkZWM4iMD�CyZkbZp?NU2Qpts3SFywu10
SMIG = 1:18.8
LOABING (pso
SPACING-
2-0-0
CSI.
DEFILL)
in
(fee)
Well
Ud
PLATES GRIP
TPILL 20.0
Plate Grip DOL
1.25
TC 0.89
an
V t(L
-0.11
3-6
�768
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.70
Vert(CT)
-0.23
3-6
>357
240
BCLIL 0.0
Rep Stress [nor
YES
WB 0.00
Horz(CT)
-0.00
2
n1a
n1a
B 1
Code FBC2017/TP[2014
Madrix-MS
Wind(LL)
0.19
3-6
>435
240
Weight: 22 lb FF = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=257/0-8-0,2=167/Mechaniml,3=90/MechanicaI
Max Horz 1=1 55(LC 12)
Max Uplift 1=-82(LC 12),2=-152(l_C 12)
Max Grav 1=257(LC 1), 2=171(LC 17), 3=126(LC 3)
FORCES. (lb) - Mm Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 2-2-0 do puffins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph: TCDL=4.2psf; BCDL--6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; E)p C; Encl., GCpi=O.l S; MWIFFIS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0. Intedor(l) 3-0-0 to 6-11-4 zone; cantilever left
and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--11.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) * This Inuss 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-M Vida
will fit between the bottom chord and any other members.
5) Refer to girdere) for truss to Pass connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 1 and 152 lb uplift at
joint 2.
'o'% "ttifill I I 11111'r
E N
%
No 58126
PhUlp J. 0'Regan PE No.58126
Mrrelk USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date;
July 18,2019
A WARNING - Verfiyde,;Ign,anvrre1srsnndREAD NOTES ON THZMDINCLUDEDM�KR��ANCEPAGEMP74nm� 7orV34?a1SBEFORE USE.
Design valid for use only with Mirek0ccmectom. Nsde§gn Is based only upon parameters shown. and Is for on Individual building component. not
MV1
0 Ines system. Before use, the building designer must verify the oplallcablify of design parameters and property Incorporate this design into me overall
laulidingdesign. Bracing Indicated Is to bucIting Individual truso web and/or chord members only. Additional temporary and permanent bracing
WOW
prevent of
Is always required for stability and to prevent collapse with possible forsoncl injury and property damage. For general guidance regarding the
fabrication, storage. dellveN. erecilon and bracing of trusses and hum sYstOms, seeANSlfTPII Qualfly Criteria, DS549 and SCSI Building Component
,ailable from Truss Plate Institute. 218 N. Leo Sheet, Suite 312. Nexandria. VA 22314.
69M Parl,e East Blvd.
Tampa. FL W61 0
Job
Truss
Truss ype
Ply
PATTERSON RES.
r �
T17632912
�
50,7764
EJ7P
Jack -Open
1 1
Job Reference (optional)
ribbelts Lumber Co, Palm Bay, FL
5.240 a Jun 8 2019 Mi I ek Industries, Inc. Thu Jul 18 07:44:19 2019 Page
ID:sVpYK-QdLHF-jituqpcA5DyyrB8-SqS4sY4YSkZWM4iMDe—CyzkdlPZCLkKQPIS38FYWU
44 4
3M =
Scale = 1:20.3
Plate Offsets (X,Y)--
rl:0-0-14,Edgel
LOABING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
L/d
PLATES GRIP
TjCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Veri(ILL)
0.30
5.8
�280
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.77
Vert(CT)
-0.16
5-8
>535
240
BCLL 0.0
Rep Stress Incr YES
ING 0.11
Hom(CT)
-0.00
4
n/a
n1a
BCDL 10.0
Code FOC2017/TP12014
Matrix -MS
Weight: 26 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4SPNo.2
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 1=257/0-8-0,3--41/Mochaniml, 4=215/Mechanical
Max Horz 1=155(LC 12)
Max Uplift 1=-216(LC 12).3=-38(LC 12),4=-244(LC 12)
Max Grav 1=257(LC 1), 3=54(1-C 17), 4=215(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-266/304
BOTCHORD 1-5=-517/239
WEBS 2-5---289/626
BRACING-
TOPCHORD Structural wood sheathing directly applied or 6-" oc purlins.
BOTCHORD Rigid ceiling directly applied or 4-11-6 oc, bracing.
NOTES-
1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--6.Opsf; h=15ft; B=45ft; L--24ft; eave=4ft; Cat.
It; Exia C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intedor(l) 3-0-0 to 6-11-4 zone; cantilever left
and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip
DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcuffent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tal I 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 216 lb uplift at joint 1, 38 lb uplift at joint
3 and 244 lb uplift at joint 4.
."6111111111111"
3-
% %% \V
."GEN
%
No 58126
F
00,
OR�
Old %
fill 1 110
Philip J. O'Regan RE No,58126
i USA, Inc. FL Carl 6634
6904 Parke Ent Blvd. Tampa FIL 33610
Date:
July 18,2019
,& �MNNG-VdfdeW,.�..�te..�dR�DNOMS ON THISANDINCLUDMM�KR�RANCEPAoEbrip74n.. la=05BEFOl USE
—M
Design valid for use only with MffekO connectors. this dos�gn Is based only upon parameters shown, and Is for an hdividuol building coynpcx�eht, not
W1,
a truss system. Before use� the buildIng designer must verify Me applicability of desIgn parameters and property Incorporate this desIgn into the overall
buldhgdesigh, Bracing IndIcated Is to prevent buckling of Ind[vidual truss web onator chord members only. Acaltonal temporary and permanent bracing
is always requIred for stability and to prevent collapse with posIlble personal hJury and property damage. For general guidance regarding the
Welk'
folaricalion. storage. delivery, erectIon and bracing of Insoles and tors systehh� saaANSVIPI1 Quality Criteria. DS149 and ISCS! Building Component
69M Parke Ent Blvd.
Safety Informallonc,alloble from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314.
Tarnpa, Fl- 33610
Job
Truss
Truss Type
Illy
Ply
PATTERSON RES.
T17632 9�13
5�7764
HJ5
Diagonal Hip Girder
2
Job Reference (optional)
ribbefts Lumber Co, Palm Bay, FL
3x4 —
B.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44:20 2019 Page 1
ID:sVpYK—OdLHFjluqpcA50yyrB8-al OS3u4AD2hN—EHYnLVRUmGq2DMw4CIal XecL._hyuIP
Scale = 1: 17.1
16
7-0.
LOADING (psQ
SPACING- 2-0-0
CSI.
DEFL. in
(too) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.59
VerILL) -0.10
4-7 >875 360
MT20 244/190
T.CDL 7.0
Lumber DOL 1.25
BC 0.55
VenCT) -0.21
4-7 >395 240
BCLL 0.0
Rep Stmss Incr NO
WB 0.00
Horz(CT) 0.00
2 We n/a
BCDL 10.0
Code FBC2017/TPI2014
Mamx-MS
Wind(LL) -0.14
4-7 >603 240
Weight: 24 Its FT = 20%
LUMBER-
BRACING-
�OPCHORD 2x4 SP N0.2
TOPCHORD
Struictural wood sheathing directly applied or 6-0-0 be purfins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling d[rectlyapplied or 10-0-0 do bracing.
REACTIONS. (lb1size) 3--149/Mechanical, 2=284/0-10-115,41=781mechanical
Max Horz 2=1 55(LC 8)
Max Uplift 3---113(LC 8), 2=-I 56(LC 8)
Max Grav 3--153(LC 28), 2=332(LC 28),4=124(LC 3)
FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown.
NOTES-
1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf: h=15ft: B--45ft; L=24ft; eave=4ft; Cat.
11; Exp Q, Encl., GCpi=O.l 8; MATIRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL--1.60
2) This Miss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girdeqs) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 ta uplift at joint 3 and 156 lb uplift at
joint 2.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 Its down and 59 lb up at
1-4-15, 99 Its down and 69 Its up at 1-4-15, and 101 lb down and 65 its up at 4-2-15, and 101 lb clowin and 65 lb up at 4-2-15 on top
chord, and 43 Its down and 14 Its up at 1-4-15, 43 lb down and 14 11D up at 1-4-15, and 17 lb down at 4-2-15, and 17 lb clown, at
4-2-15 on bottom chord. The clesigntselection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the muss 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 (pit)
Vert: 1-3--54,4-5=-20
Concentrated Loads (1b)
Vert: 8--117(F=58, B=58) 9=-O(F=-O, B=-C) 11=-12(F=-6, B=-6)
%%% \� 0, 144�' -, 4.
%
rFNS* 01
%
No 58126
B
' - I I I I I I I I I - -
Philip J. O'Regan PE No.58126
MfTek USA, Inc. R. Carl 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 18,2019
WARNWG-Ver0ydmJgnv�Wn;rmdRE1DN0TsS ON MSMDWCLUDWM�KRE�RANCEPAGEMI�74nmx. 1�158ERORE USE
Design valid forum only with MileirS connectors. This design Is based only upon Parametemstrown, and is for on Indiridual building component. net
a ftun system, Before use, Me building desIgnor must verify Me applicability of design parameters and properly incorporate ths design Into the overar1l
buicingdesIgn, Bracing Indicated Is to prevent bucking of IndMduo? miss, web and/or chord members only. Additional temporary and pernonentiomcIng
I$ always mquVed for stobfiity and to prevent collapse with possible personal Inury and properly carnage. For general guldance regarding the
fabilcallarr. storage, delivery, arecffcn and bracing of truses and truss Systernsu SeeANSVrP[l Quality Criteria, DSB-69 and IICST Building Component
Safety Inforrmationavaloble from Truss Picia Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314,
OF
M!Tek*
6904 Parke Ent BNd.
Tampa, I'L 33610
Job
Truss
Truss Type
City
Ply
PATTERSON RES.
T1763291
�
5j7764
Hl
Diagonal Hip Girder
3
�
I
Job Reference (optional)
IbDMS Lumber Uo, vaim day, hL 8.240 a Jun 8 2019 MITek Industries, Inc. Thu Jul IS 07:44:212019 Page 1
ID:sVpYK-_QdLHF-jjtuqpcA50yyrB8-2DaqHE5�MpEbOskL20gl_p2odjApbliGBLAW7ywulO
5-2-9 9-10-1
i 5-2�9 4-7-8
2x4 = 4X4 11 5
2X4 =
3X4 =
Scale = 1 22.1
Plate Offsets (KY)-
:Edql
LOADING (psif)
SPACING.
2-0-0
CS1.
DEFIL
in
(loc)
Weft
L/d
PLATES GRIP
JCLL 20.0
Plate Grip DOL
1.25
TC 0.40
Vert(LL)
-0.03
6-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.48
Vert(CT)
-0.08
6-7
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.31
Hoci(CT)
0.01
5
n1a
n/a
BCDL 10.0
Code FBC2017/FP12014
Matdx-MS
Wind(LL)
-0.05
7-10
>999
240
Weight: 41 Its FT = 20%
I
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
REACTIONS. (IM/size) 4--127/Mechanical, 2=41810-10-15, 5=312/Mechanical
Max Hom 2=200(LC 8)
Max Uplift 4=-I 1 B(LC 8).2=-196(LC 8), 5=-69(LC 8)
Max Grav 4--127(LC 1), 2--466(LC 28), 5=326(LC 28)
FORCES. (lb) - Meal Connp./Max� Ten. -All forces 250 (11c) or less except when shom.
TOPCHORD 2-3=-8661185
BOTCHORD 2-7=-265,794,6-7=-265[794
WEBS 3-7=01285,3-6---845/282
BRACING -
TOP CHORD Structural mod sheathing directly applied or 6-0-0 act pudins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L--24ft; eave--4ft; Cat.
11; Exp C; Encl.. GCpI=O.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL--11.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to tress connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 Ile uplift at joint 4, 196 lb uplift at
joint 2 and 69 Ile uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 Its down and 59 lb up at
1-4-15, 99 lb down and 59 In up at 1-4-15, 101 lb down and 65 lb up at 4-2-15, 101 Ile down and 65 Be up at 4-2-15, and 130 Its
down and 124 fic up at 7-0-14. and ISO Ils down and 124 lb up at 7-0-14 on top chord, and 43 lb dowl and 14 Be up at 1-4-15, 43 Be
down and 14 Be up at 1-4-15, 17 Be clown at 4-2-15, 17 Its down at 4-2-15. and 36 In down at 7-0-14, and 36 fle clowin at 7-0-14 on
bottom chord. The design/selectlon of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fmnt (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=11.25, Plate Increase=1.25
Uniform Loads (plQ
I Vert: 1-4=-54, 5-8=-20
Concentrated Loads (Ilb)
Vert: I 1=1 17(F=58, B=58) 12=-O(F=-O, B=-O) I3---74(F=-37, B=-37) 15=.l 2(F=-6. 13=�6) 16---63(F=-32, B=-32)
% .filifilill I I
E
%
N 58126
0�
0 N
R
NAk-
Phillie J. O*Regan PE No.58126
MI-fek USk Inc. R. Carl 6634
69134 Parke East Blvd. Tampa R. 3361 D
Date:
July 18,2019
WARNWG- VerhydestignparamerfarsandREaDNOTES ON MISAND INCLI)DED MMFKREFERANCERAGEM�74M V. f�15 HEROREUSE
Design valid for use onlywith Mirekleconnectors. This design is based only upon parameters shown, and is for on Individual building cormachent. not
a truss system. Before use, the building desgner Must Verify Me applicability oral parameters and property Incorporate this design into the overall
building design. Bracing Ind1coad Is to prevent buckling of Individual truss web and/or chom members only. Additional temporary and permanent among
MiTek*
Is always required for stabilty, and to prevent collapse with possible personal hJury and property damage, For general guidance regarding me
fabrication. storage. delivery, election and bracing of trusses and truss systems, seeANSUVII Quo Cril DSB49 and IICSI Building Component
18 N. We street, sure 3T2. Alexandria, VA 21214
6904 Parke East Blvd.
Tarnp.,FL 33610
, , V
Truss
Truss Ty—pe—
Qty
ply
PATTERSON RES.
T1 7632915
=Reierence
5OFOb
7764
HJ7P
Diagonal Hip Girder
1
1
Job (optional)
Tibbetts Lumber Co, Palm Bay, FL 8.240 a Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 07:44;22 2019 Page I
ID:sVpYK-QdLHF-jjtuqpcA5DyyrE38-WP8CUa6Qkfx4DYR�XvaBMDu1 3LX23tVr5j2ZywulN
5.2-9 9-10-1
�T_101 1-100 5.2-9 4.7-8
2X4 = M4 11 5
2x4 —
3X4 �
Scale = 1:22.1
Plate Offsets (Y Y)--
VEdl
LOA13ING (pso
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
Ud
PLATES GRIP
T.QLL 20.0
Plate GOP DOL 1.25
TC 0.43
Vert(LL)
0.11
6-7
�999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.49
Vert(CT)
-0.08
6-7
>999
240
BCLL 0.0
Rep Stress Incr NO
WE 0.30
Hom(CT)
-0.02
5
n1a
n1a
BCDL 10.0
Code FBC2017[TP]2014
Mal
Weight: 41 Ito FT = 20%
EUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4SPNo.2
WEBS 2x4 SP No.2
REACTIONS. (ftol 4--128fMechanical,2--425/0-10-15,5=321/MechanicaI
Max Harz 2=200(LC 8)
Max Uplift 4=-131(LC 8), 2=A33(LC 8), 5---357(LC 5)
FORCES. (lb) -Max. Coml Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-816/788
BOTCHORD 2-7=-8281761, 6-7=-8281761
WEBS 3-7=-2231286, 3-6=-809/881
BRACING-
TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eal Cat.
11; Exp C; Encl., Gl 8; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This Imss has been designed for a 10.0 psf bottom chord live load nonconcurrend with any other live loads.
3) * This Muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of bull to bearing plate capable of withstanding 131 111 uplift at joint 4, 433 Ile uplift at
joint 2 and 357 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 59 Ile up at
14- 15, 99 ho down and 59 to up at 1-4-15, 36 lb down and 76 Its up at 4-2-15, 38 lb down and 89 Ito up at 4-2-15, and 63 It, clown
and 146 Ito up at 7-0-14, and 62 111 down and 139 lb up at 7-0-14 on top chord, and 97 lb down and 14 Ite up at 1-4-15, 97 to down
and 14 In up at 14-15, 9 111 down and 4 lb up at 4-2-15, 14 lb down and 11 111 up at 4-2-15, and 37 lb down and 53 lb up at 7-0-14,
and 32 lb down and 44 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber [ncrease=1.25, Plate Increasel
Uniform Loads (felf)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (1b)
Vert: 1 1=1 17(F=58, B=58) 12=-2(F=-O, B=-2) 13=-78(F=-37, B=-41) 15-1 B(F=-6, B=-1 2) l6---68(F=-32, B=-37)
J. 01N�"%l
,%%4Q,\� .,*cEN 1,
%
No 58126
Ir
Philip J. O'Regan PE No.58126
Mrfek USA, Inc. FL Cert 6634
69M Parke East Blvd. Tampa FL 33610
Date:
July 18,2019
IYARNl VerIfydes?gnoznwreteaandR�DN07ES OMMISANDINCLUDEDMqEKRE�RANCEPAGEM&7473ml 1,Y153,2015BEFOREUSE
Design valid for use only with MiTekS connectors. This design Is based only upon parameters sho� and Is for an Indiviqual building component. not
0 MISS system. Before use. Me tl designer must verify Me applicability Of design parameters and properly Incorporate this design Into Me overall
buildingdesign. Bracing indicated is to prevent buckling of Individual r= web and/or chord members only. Additional temporary and permanent bracing
M iTek*
is always required far stability and to prevent collapse with pomble personal Injury and property damage. For general guidance regarding Me
fabrication, storage. delivery, erection and bracing of tussles; and truso systems seeANSVrPil Quality Ciffixick Will and IICSI Building Component
6904 Parke East Blvd.
Safety Informallonovellable from Truss, More Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty Ply
PATTERSON RES.
32916
5�7764
NIV2
Valley
2
�
Job Reference (option;
Tibbetts Lumber Co, Palm Bay, FL 8.240 a Jun B 2019 MiTek Industries, Inc. Thu Jul 18 07:44:23 2019 Page I
ID:sVpYK-OdLHF-jjtuqpcA50yyrBB-_ciaiw72Vz3miO7ST286PuUOQW?G72OjVqHboyulM
k 2-0-0
2.0-0
6
2X4 �
Axe
5. 0 0 F1 _2
Scale = 1:6a
Plate Offsets (X,Y)--
[2:0-1-12,0-0-121,r2:Edge.0-1-121,13:0-1-12,0-MI
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Mail
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.03
Vert(LL)
n1a -
n/a
999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.01
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr YES
WB �0.00
Horz(CT)
0.00
rVa
nta
BCDL 10.0
Code FBC2017/TP12014
Mal
Weight: 5 lb FT = 20%
I
LUMBER-
BRACING-
TOPCHORD
2x4 SP No.2
TOPCHORD
SOT CHORD
2Wt SP No.2
WEBS
2x4 SP No.2
BOTCHORD
REACTIONS.
(Italsize) 1=41/1-11-6,3=41/1-11-6
Mm Horz 1=25(LC 12)
MaxUplift 1=-13(LC 12),3=-24(LC 12)
MaxGrav 1=41(LC 1), 3--42(LC 17)
FORCES. (Ilb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
Structural wood sheathing directly applied or 2-0-0 oc pudins,
except end verticals.
Rigid ceiling directly applied or 10-M oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=l 24mph; TCDL=4.2psf; BCDL-6.Opsf; h=15ft; B=45ft; L=24ft; eave--4ft; Cat.
11; Exp C; Encl., GCpi=0.18: MWIFFIS (directional) and C-C Extenor(2) zone; cantilever left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--11.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 lost bottom chord live load nonconcument 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-M Vida
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 24 lb uplift at
joint 3.
I I I I of 8
1 0'&
17,
No 58126
Philip J. C'Regan PE No.58126
MITek UK Inc. R. Carl 6634
6904 Parke Wt Blvd. Tampa R. 33610
Date:
July 18,2019
WARNING yNdrydes1a.,s..ste...dAi!ADN0TES ON MIS ANDNCLUDEDMff�REFERANCEPAGEM&74m.. 100311s)ISBEFORE USE
Dw�grr vclld for use only With Mltekg conneCtOn. TIns desgn Is based only upon parameters shovt and is far on IncMdual buffaing component not
a truss system, �fore we, Me building designer must verity Me applicability of design parameters and properly Inccriporote, this desIgn Into the overcll
bulding design. Bracing indicated s to bucking of hdividual truss web and/or chord members only. Additional ternloonary, and permanent bracing
MiTek*
prevent
Is always required for stobtry and to prevent cclics;Pse with pos&ble personal Injury and property damage. For general guidance regarding he
folorcallon, storage, delivery. erection and bracing of lrws�s and truss Systems 5e0ANSVrPII Qua CrIterla. DSB -69 and SCSI Building Companont
6904 Pake East Blvd.
Me an 1 14.
Safety Informationv:lHotale from Truss Plate Institurta. 218 N. We street. Sulte 312. x draVA212
Tarnpa, FL 33610
Job
Truss
Tress Type
Cry
Ply
FIES.
TyM-I1S-SyT1p6
=PATFERSON
T17632917
567764
MV4
Valley
2
1
Job Reference (optional)
ribbetts Lumber Co. Palm Bay. FL
8240 a Jim 8 2W 9 MiTeR Industries, Inc. Thu Jul 18 07:44:24 2019 Page 1
1 D:sVpYK_QdLHF-jjtuqpcA50yyrB8-SoGyvF7gGHBoSrbJOBZNfcF3bLqd7OHAy9aq7SywulL
2X4 —_ 2X4 if
Scale = 1: 11. 1
LOADING (psf)
SPACING- 2-1
CSI.
DEFL
in (loc)
Udell
Ld
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.25
Vi CIL)
n(
i
1
999
MT20 2441190
JCDL 7.0
Lumber DOL 1.25
BC 0.11
Vi
i
1
999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Hoa(CT)
0.00
1
1
BCDL 10.0
Coda FBC2017/TP12014
Mai
Weight; 13 lb Fr = 20%
LUMBER- BRACING-
TOPCHORD 2X4 SP Ni TOPCHORD
BOTCHORD 2x4 SP No.2
WEBS 2x4 SP Noi BOTCHORD
REACTIONS. (Ibls[ze) 1=11513-11-6,3=115/3-11-6
Max Horz 1 =70i 12)
Max Uplift 1=-37(LC 12),3=i 12)
Max i 1=1 15(LC 1), 3--117(LC 17)
FORCES. (lb) -Max Compi Ten. -All forces 250 (lb) or less except when shown
Structural wood sheathing directly applied i ocr purlins,
except end verlicals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=l 60mph (3-second gust) Vasi 24mi TCDL=i BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eai Cat.
11; Exp C; Encl., GCPi=i MWFRS (directional) and C-C Exteflor(2) zone; cantilever left and right exposed ;C-C for members and
forces & MVVFRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This tress has been designed for a 10.0 Pat bottom chord live load noricancurrent 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 vi
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint I and 66 lb uplift at
joint 3.
%%
GEN
o 58126
40
.0. R.I.
Philip J. O'Hegan PE No.58126
Mrrek USA, Inc. FL Carl 6634
69D4 Parke East Blvd. Tampa R. 3a6l 0
Date:
July 18,2019
'A �,RNWG.Verlfyde�gn�mme&tsmdR�DNOMS ON MIS AND INCLVDEOMIFEKREFERANCEPAGEMIP7473m� I&TOC2015BEFORE USE
Design volid for use only with MmeW connectors. This design Is based only upon parameters shown, and Is for on Irdi building component, not
a truss system. Before use, the building designer must verity he applicability of design parameters and papery Incorporate this design into the overall
buliding design. Bracing Indicated Is to prevent bucking of Individual trun web and/or chord members only. Additional temporary and permanent bracing
WOW
Is always required for stability and to prevent collapse with possible personal i and property damage. For general guidance regarding Me
fabrication, storage, delivery. erection and bracing of trusses and hw systems. seoANSi Qui Crondis. DSB-89 aud BCSI Building Component
69U Padw East Blvd.
Safety Informallowtvaiflable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314.
Tai FL 33610
Job
Truss
Truss Type
City
Ply
PAT RES. - —I
=rERSON
T17632918
567764
MV6
Valley
2
1
Job Reference (optionali)
I DDUU� LUFEIUUF UV, 1.111. ..y, rL
d.Z4U a Jun u zul u Nu I ex moustnes, Inc. Thu Jul 18 07:44:24 2019 Page 1
ID:SVPYK-QdLHF_jituqpcA50yyrl3B-SoGyvF7gGHBoSrbJOBZNfcRUOqnL?OHAy9aq7SYMIL
20 11
2
3
2X4 2x4 11
Scale: 3/4'�V
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL
in (loc)
Well
L/d
PLATES GRIP
TCLI: 20.0
Plate Grip DOL 1.26
TO 0.69
V t(LL)
art
n1a
n1a
999
MT20 2441190
:[CDL 7.0
Lumber DOL 1.25
BC 0.33
Vert(CT)
n1a
17113
999
BCLL 0.0
Rep Stress her YES
WB 0.00
Horz(CT)
0.00
n1a
n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix-P
Weight: 20 lb FT = 20%
* LUMBER- BRACING -
TOP CHORD 2X4SPNo.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOTCHORD
REACTIONS. (lb/size) 1=189/5-11-6.3--18915-11-6
Max Horz 1=1 15(LC 12)
MaxUplift 1=-61(LC 12),3---109(LC 12)
Max Grav 1-1 89(LC 1). 3--192(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Itc) or less except when shown.
TOPCHORD 2-3=-149/288
Structural wood sheathing directly applied or 6-M oc pudins,
except end vertimis.
Rigid ceiling directly applied or 10-" oc bracing.
NOTES-
1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD LL.0psf; h=15ft: B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(l) 3-9-1 to 5-10-4 zone; cantilever loft
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This tress has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) * This tress has been designed for a live load of 20.0ps! on the bottorn 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) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 61 lb uplift at joint I and 109 tic uplift at
joint 3.
XX c, E N
%
No 58126
Z
Philip J. O'Regan PE No.58126
MlTak USA Inc. Fl. Cert 6634
6904 Parker Ent Blvd. Tampa FL 33610
Date:
July 18,2019
A WARNING -wrflydasrgn��snvsandREAD NOTES ON MMANDIMCLUDED�KREM"NCEPAGEM&74m�� 713012016 BEFORE USE
Dosigrivdid for use odyWM Iviffek6connectors. fliscesIgn is bowd oNyucon poromotoissnown. and Is for on individual butIcIng component, not
a truss system. Before use, Me building dedgnef must verity Me applIcabilty of dosIgn parametem and properly Incorporate Mis design Into Me overall
buildIng dosIgn. Bracing indicated Is to prevent bucitling of Indvidual it= web and/or chord members only. Additional temporoxy and Pemnonent brocing
Is always reculred for slablilly and to prevent ccliobse Wth possible pemnol Injury end property.domage. For general guidance regarding me
fabrication. storage. delivery, erection and brochg of tresses and truss systems, seeANSVWII Quatly Cider5a. DSB49 and SCSI building Com;,onent
Safoly Informadloricuallcible frorn Truss Plate Insthee. 218 N. Lee Street Sulto 312. Alexandda, VA 22314.
MiTek*
69M Pake East Blvd.
Tampa, FL 33610
Symbols
PLATE LOCATION AND ORIENTATION
13 Center plate on joint unless x, y
Z
offsets are Indicated.
Dimensions are In ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
L L
r�F 4 x 2 orientation, locate
P 0 or;
liates 0-110 from outside
edge of truss.
This symbol indicates the
required direction of slots In
connector plates.
*Plate location details available in Mlrek 20/20
software or upon request.
JW;1N1V4_7
The first dimension Is the plate
width measured perpendicular
4 x 4 to slots. Second dimension Is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text In the bracing section of the
output. Use T or I bracing
if Indicated.
Indicates location where bearings
(supports) occur. Icons vary but
reaction section Indicates joint
number where bearings occur.
Min size shown Is for crushing only.
Numbering System
6-48 dimensions shown In ft-in-sixteenths
(Drawings not to scale)
0
0
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSAETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
0
Of
0
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
Industry Standards:
ANSI/TPIl: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses. MITek
C 2012 MITek@ All Rights Reserved
=1111111110
W1 0
MiTek a
Sheet: Mll-7473 rev. 10/03/2015
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1 . Additional stability bracing for truss system. e.g.
diagonal or X-brocing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, Individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stock materials on Inadequately braced trumes.
4. Provide copies of this trurss design to the building
designer, erection supervisor, property owner and
- all other Interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSIfflPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. unless expressly noted, this design is not applicable for
use \Pith fire retardant, preservative treated. or green lumber.
10. Camber Is a non-structural consideration and Is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
Indicated are minimum plating requirements.
12. Lumber used shall be of the species and slze, and
in oil respects, equal to or better than that
specified.
13. Top chords must be sheothed or pudIns provided at
spacing Indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing.
or less, If no ceiling Is Installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17, Install and load vertically unless Indicated otherwise.
18. Use of green or treated lumber may me unacceptable
environmental, health or performance r1sks. Consult with
project engineer before use,
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20, Design assumes manufacture In accordance with
ANSI/TPI I Quality Criteria.