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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1 section 6. .:. .
��enoo a6�1 ;terse truss d esigns rely on lumber value lis by' e
MJim" 6
iiek
RE. 286.6845 - 1480'A l OX1 LK NO HS.: MiTek USA, Inc.
Site Information 6904 Parke East.Blvd: '
Tampa, FL 33610-4115
Customer Info:. Adams Homes: Port St Lucie Project Name: 1480 Model: 1480
Lot/Block: 186PH3 :: 'Subdivision: WATERSTONE- 5310 Vespera St
Address:: 5310 Vespera St,:
-City: Fort Pierce .:: State: FL..
Name Address and License #:of Structural Engineer of Record., If there is one, for the building.
Name:.License: #: ...
Address:
City: State::
General-Teuss Engineering Criteria & Design Loads'(Individual,Truss Design: Drawings Show Special:
Load ing:Conditions):
:Design Code: FBC2020/T012014 Design Program: MiTek 20/20 8.4
Wind Code:.-ASCE:7-16 Wind Speed: 160 mph : .
Roof Load: 37.0 psf Floor Load: N/A.psf
This package includes 41 individtaa1: Truss Design. Drawings and 0 Additional Drawings.
With my.seal affixed to. this. sheet,-1- hereby. certify that l am'the. Truss Design En ineer and this index. sheet
9
conforms to 61G15-31.003, section 5 of the Florida Board of:Professional Engineers Rules.
Truss Name .:Date - : No. Seal#: .. .Truss Name : Date.::
No. Seal#.: .....
:1 T24950868 AO.1 -7/21 .:: 23 T24960890 C3A : 8/7/21.::
2_ - .. T24950869 A02 .. 8/7/21 24 . T24950891 C3F . 8/7/21
3 : T24950870 A03 8/7/21 25 : T24950892 C5 . 8/7/21
4....T24950871 A04 :: 8/7/21 26 .. T24950893 C5A ... 8/7/21
5 T24950872 A05' :8/7/21 -:. 27 T24950894 C7A 8/7/21 :.
6 T24950873: A06 .8/7/21 28 T24950.895 D01 8/7/2.1
7 T24950874., A07 8/7/21' 29 T24950896' D02 .8/7/21
8.. T24950875 A08 : 8/7/21 30 , T24950897 E4 8/7/21
9 - . - T24950876 A09 8/7/21 31 .. . T24950898 E5.. .. 8/7/21
10: T24950877 Al0.. 8/7/2132 : . T24950899 E5P. :' . 8/7/21
11 T24950878 All 8/7/21- ..:: 33 T24950900 E7 8/7/21 ' ::
12 T24950879' . Al 2 8/7/21: :: 34 T24950901. E9A : 8/7/21'::
13. T24950880 A13 8/7/21 35 T24950902 EJ8A 8/7/21
14.- - T24950881 A14 8/7/21 36 - T24950903 115 8/7/21
15 -:- .T24950882 A15 .:: .: 8/7/21 37. T24950904 H5P.: 8/7/21
16 T24950883 B01 8/7/21 38 T24950905 H7 8/7/21
.17 T24950884: B02 8/7/21 39 T24950906 H9A 8/7/21.
sal8 T24950885 B03-.8/7/21 .::40 T24950907 P01 : 8/7/21.::
19. T24950886' C1 8/7/21 41.. T24950908 P02... 8/7/21
20 - . T24950887 C 1 A . - .. 8/7/21
21. _ • T24950888 Ci P - 8/7/21
22 T24950889 C3
.:8/7/21-
�tttt-11- lit
The
�.. . truss. drawing(s) en d cbo..e rave been spared y�,♦`,�,OMTekUSA Incunder
md visiontaedon the Parameters
Provided by Builders FirstSource(Plant City, FL). '•P�Q\UC� �' V F•�F•1'�.a -0 No 18
Truss. Design Engineer's, Name: Velez, Joaquin -
My license renewal date for.the :state of Florida is February 28, 2023..
;?� �* �U:
IMPORTANT NOTE: The seal on these truss: component designs is a certification T E OF : .
that the engineer named is. licensed in the jurisdiction(s) identified and that the .. ,�'•;.�.� O Q: ; `_`♦>�-
designs comply with ANSI/TPi 1..:The se designs are based upon: parameters ��� � RA
shown. (e.g.:, loads, supports, dimensions, shapes and;design codes), which were • : ;; ��� sS/O • • •1. �,,
given to MiTek or TRENCO. Any project:specific information included is for MiTek's or �� A • ,,,�%% .
TRENCO's customers file reference purpose only; and was not taken into account in the ����1 1 t tt .:
preparation of:these designs.. MiTek or TRENCO has not independently verified the Joaquin. .lez PE. o.68182'
applicability. of the design parameters:or the designs for any particular building. Before .use, : MITek US ;Inc. F Cert 6634
the: bu'iilding designer should.verify.appiicability of design parameters and properly ::: 69U4 Park Easit BI d.:Tampa FL 33610
incorporafe these designs into the overall building.design per ANSI/TPI 1, Chapter L Date:
August
7,2021
Velez, Joaquin :: 1' of�l.
t ..
Job
Truss
Truss Type S .
Qty
Ply
1480 A 1 OX14,BLK NO HS
y
T24950868
2866845
A01
SPECIAL TRUSS
2
1
Job Reference (optional)
Builders FirstSource (Plant Gity, FL), Plant Clty, FL - 33567, " 8.430 S Jun 2 2021 MI I eK Industries, Inc.. Fri Aug 6 09:22:02 2021 . Page 1' . .
ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-_yW ECxBBdNTOoNKBz2KMMS9JL9gfCW pZL2hBW HygcXp
rt-4-0,' 5-11-1 8.8-0 12-11.0 19-6-0 2_61-0 30-4-0 ; 33-0-15 39.0-0 00-4-9
1-4-0 5-11-1 .2-8-.15 4-3-0 6-7-0 : 6-7-.0 4-3-0 2-8-15 5-71-1 1-4.0
_.
Scale=1:71.0 .
5x6
6.00 12
6
c
412 `.
4x12 5
3.00 r12
8-8-0
16.7-14
22-4-2
30-4-0
39-0-0
8-8-0
7-11-14
5-8-4
7-11-14
B-8-0
Plate Offsets (X,Y)--
[2:0-2-7,Edge], [5:0-3-12,0-3=0],
[7:0-3-12,0-3-0], [10:0-2-7,Edge],
[12:0-6-0,0=5-4], [16:0=6-0,0-5-4]
LOADING (psf)
SPACING- 2-0-0
.
CSI.
DEFL.
in (loc) Well
Lid
PLATES'
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77 ..
Vert(LL)
0.57 15-16 >823
240
MT20
244/190.
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT).
-0.92 12-13 >507
180
BCLL 0.0 '
Rep Stress:Irici YES
WB 0.82
Horz(CT)
0.54 . 10 n/a
n/a
BCDL 10.0
Code FBC2020[TP12014'
Matrix-MSH
Weight.: 234 lb
FT = 20% ,
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max HOrz 2=-385(1_13 8)
Max Uplift 2=-7B5(LC 10), 10= 785(LC 10)
Max Grav 2=1723(LC 15), 10=1723(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25.0 (lb) or less except when shown.
TOP CHORD 2-3=-5869/2293, 3-4=-5559/2094, 4-5=-5568/2188, 5-6=-2840/1269, 6-7=-2790/1269,
7-8=-5271/2188, 8-9==5264/2094; 9-10=-5581/2293
BOT CHORD 2-16=-1952/5645, 15-16=-1649/3469, 13-15=-475/2192, 12-13=-1049/3114,
10-12=-1952/5086
WEBS 6-13=-449/1262, 7-13=-1190/637, 7-12=-835/2311, 9-12= 296/281, 6-15=-449/1316,
5-15_ 1253/637, 5-16=-835/2491, 3-16=-286/281
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16, Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15$; B=45ft; L=24ft; eave=5ft; Cat.
11;. Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C. Ext6dor(2) zone;C-C for members and forces & MWFRS for reactions
Shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads...
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all:areas where a rectangle 3-6-0 tall by 2-070 wide
will fit between the bottom:chord and any other members, with BCDL = 10.0psf.
6) Bearing at joint(s) 2, 10 considers parallel to grain value. using ANSI/TP1 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
2=785, 10=785.
Joaquin Velez PE No.68162.
MiTek USA, Inc. FL Cert 6634
6904 Patke East lvd. Tampa FL.33610
Date:.
August 7;2021 .
0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE..
Design valid for use only with MiTek® connectors. This design is based. only, upon parameters shown, and is foreindividual building component, not
�•
a truss system. Before use, the building designer must verify the applicability of design parameters and propedy;lncorporate this design into the overall:
_
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members:only. Additional, temporary, and permanent bracing.
MiTek'
is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSIITP11 Quality Criteria; OSB49 and BCSI Building Component
6904 Parke East Blvd.
Safety lntonnation.available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ...
Tampa, FL:36610
Job
Truss
Truss T e yp � � � , .
Qty
Ply
1480 A 10X14 BLK NO HS
T24950869
2866845
A02
HIP. TRUSS.
1
1
Job Reference (optional)
tdunaers rirstbource triant ury, r-Lj, riani utly, rL - 11=1, 0.140U 5 JUII Z ZUZ I Ivn I UK oluua
ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-S94dQHCm(
r1-4-q 5-11-1 8-8-0 , 12-11-0 18.4-0 20-B-0 , 26-1-0 30.4-0 33-0-15
1-4-0 5-11-1 2-8-15 4-3-0 5-5-0 2-4-0 5-5.0 4-3-0 2-8-15
E
m
0
6.00 12 5x6 = 5x6 =
6 7
i, IIIU. r11 Huy 0 UU;44;u0 eue I rdyU I
HQXvN XmrbvfiU uZOox_Nj aiQh2kygcXo
39-0-0 A0.4-9
5-11-1 1.4.0
Scale=1:73.8
5x8 3.00 ,2 7
5x8.:::�
B-8-0 18-4-0 20-B-0 30-4-0
Plate Offsets (X;Y)-- [2:0-2-7,Edge], [5:0-2-12,0-3-0], [6:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-2-12,0-3-01, [11:0-2-7,Edge],113:0-6-0,0-3-81,114:0-4-0,0-3-01,
116:0-6-0,0-3-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES:GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC . 0.79 .
Vert(LL) 0.62 15-16 >759 240
MT20 244/190,
TCDL 7.0
Lumber DOL 1.25
BC 0.98
Vert(CT) -1.10 15-16 >427 180.
BCLL '0.0
Rep Stress Incr YES
WB 0.74
Horz(CT) 0.58 11 n/a We
BCDL 10.0
Code FBC2020(rP12014 :
Matrix-MSH
-
Weight 206lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2=0 oc.purlins:
1-5,8-.12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied
or:2-2-0 oc bracing:
BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt
5-15, 8-14
WEBS 2x4 SP No_ .3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. :(size) 2=0-8-0, 11=0-8-0
Max Horz 2=364(LC 9)
Max Uplift 2=-785(LC 10), 11=-785(LC 10)
Max Grav 2=1515(LC 1), 11=1515(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 4782/2189, 3-4=-4576/2045;4-5= 4603/2158, 576=-2257/1132, 6-7=-1966/1076,.
7-8=-2274/1140, 8-9=-4602/215B, 9-10=-457512045, 10-11= 4781/2190
BOT CHORD 2-16= 1848/4449,.15-16=-1026/2774i 14-15=-529/1966, 13-14=-1026/2773,
11-13= -1848/4312,
WEBS 5-16=-826/2034, 5-15=-1151/643; 6-15=-3401788, 7=14=-346/792, 8-14=-1078/641,
8-13=-827/1932
NOTES-
1) Unbalanced roof live loans have been considered for this design.
2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing atjoint(s) 2, I fconsiders: parallel to grain value using ANSI/TPI 1 angle to:grain.formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing prate, capable of withstanding 100 lb uplift at joint(s) except at=lb).
2=785, 11=785.
Joaquin Velez PE No.66162
MiTek USA, ri FL Ceit 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
August 7;2021 . .
© WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE.:.��
-Design valid for use only Mtli MiTek® connectors. This design is based ony upon parameters shown, andis for.in individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and propedyincorporate this design into the overall:
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members:only. Additional temporary and permanent bracing
MITek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and, bracingoftrusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd,
Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL .36610'
Jab
Truss
Truss Type j
Qty
Ply
1480 A 10X14 BLK NO HS
T24950870
2866845
A03
HIP. TRUSS
Job Reference (optional)
Builders Firstbource (Plant Ulty, f-L), Flan Uity, FL - 33561, _ _ 8.43U s Jun 2 ZU27 Mi I eK Inaustnes; Inc.
rrl Aug b Ua:ZZ:U4 ZUZl rage i
1D:wOY7Ly1,SwnFGv7x93_gXGezJF5?-wLe?ddCO9_j81hUa4TMgRlFhizM4gPPsoMAEaAygcXn
r1-4-q 5-11-1 8-8-0 ," 16-4-0 22-8-0 30-4-0 33-0-15 _, 39.0-0 AD•4-q
1-4-0 5-11-1 2,8-15' 7-8-0 6.4-0 7-8.0 2-8-15 5-11-1 1-4.0
Scale = 1:73.8
54 —.
6.00 12 5x8 =
5.: 6
5xB i
5x8
IC?
ci
ST1..5x8 STP =
ST1.5x8:STP
ri 2. 15 14 13 2212 11
7xB =
odI 1 4x8 = 4x8 = 4x6 = 7xB =
9 w o
N
10 Io
4x12 z
4x12 ::7 3.00 12 . .
B-8-0 16-4-0 22-8.0 30-4-0 _
39.0-0
8-8-0 7-8-0 6-4.0 7-8-0
B-8-0
Plate Offsets (X,Y)--[2:0-2-15,0-0-9],[4:0-4-0,0-3-0],-[5:0-4-0,0-2-8]16:0-6-0,0-2-81,[7:0-4-0,0-3-01;19:0-2-15,0-0-91,[1 1:0-3-12,0-4-121,[15:0-4-0,0-5-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Lid
PLATES: GRIP
TCLL 20.0
Plate Grip'DOL 1.25
TIC0.70.
Vert(LL) 0.52-11-12 >895 240
MT20 244/190
TCDL 7.0
Lumber DOL. 1.25
BC . 0.98'
Vert(CT). -0.66 11-12 >546 .180.
BCLL 0.0
Rep Stress Incr YES
WB 0.88.
Horz(CT) 0.55 . 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight:'228 lb FT = 20%
LUMBER- BRACING -
TOP CHORD. 2x4 SP No.2 'Except " TOP CHORD Structural wood sheathing directly applied or 2-2-0 oC purlins.
4-5,6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or:2-2-0 oc bracing:
BOT.CHORD 2x6 SP No.2 WEBS 1 Row at micipt
4-14, 7-12, 6-14 ,
WEBS 2x4 SP No.3
REACTIONS. (size)" 2=0-8-0, 9=0-8-0
Max Horz 2=327(LC 9)
Max.Uplift 2=-785(LC 10), 9=-785(LC 10)
Max Grav 2=1730(LC 15), 9=1733(LC:16)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5811/2257, 3-4=-5628/2169; 4-5=-2916/1233, 5-6=-2583/1192, 6-7=-2866/1234,
7-8=-5391/2169, 8-9=-5581/2257
BOT CHORD . 2-15=-1915/5542, 14-15=-1708/5:.187, 12-14= 699/2591; 11-12=-1707/4733,
9-11=-1915/5080
WEBS 4-15=-407/1592, 4-14=-2606/1060, 5-14=-243/943, 6-12=-243/1009, 7-12=-2469/1059,
7-11=-407/1488
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II;-Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this.truss component.
4) Provide adequate'drainage to prevent water poriding.'
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.0psf on theottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable 68Mritbs ggjq ]405P lb uplift at joint(s) except Qt=lb)
2=785, 9=785. 41,161U.(VedaC, 6UTALU-19d
ZZ�Z
Joaquin Velez PE No.68162
�b�
MiTek USA, Inc. FL Celt 6634
6904 Paitke East Blvd. Tampa FL 33610
Q3/II3J32f .::
Date: .
August 7;2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE::
..
Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown,, and:ls for.an individual building component, not
-
wt
a truss system. Before use, the building designer must verify,the applicability of design parameters and propedy incorporate this design into the overall:
building design. Bracing indicated is io prevent buckling of individual truss web and/or chord, members only. Additional temporary and permanent bracing
WOW
is always required for stability and to prevent collapse with possible personal injury and prope.ty damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPll Quality Criteria, DSB-89 and BCS/ Building Component.
6904 Parke East Blvd.
Salety.tnlormation, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL:36610
Job
Truss
Truss Type a
City
Ply
1480 A 10X14,BLK NO HS
T24950871
2866845
A04 -
HIP. TRUSS.
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun-2 2021 MiTek Industries; Inc.. Fri Aug 6 09:22:05 2021 Page 1
ID:wOY7.Lyl SwnFGv7x93_gXGe7JF5?-PXCNrzDOwlr?fr3meSt3_4nsPNi?PwLO10vo6cygcXm
r1-4 q 5-11-1 8-8-0 • 14-4-0 19.6.0 24.8-0 30-4-0 33-0-15 39-0-0 AO-4-9
1-4-0 5-11-1 .2-8-15 5.8-0 5-2-0 5.2.0 5-8-0 2-8-15 5-11-1 1-4-0
Scale'=1:73.8
2x4 zZ
rZ
'ST1.5x8 STIR =
.m ; 2
dl
o ,
6.00 12 5x6 =
5
3x4 = 5x6 =
6 7
4x12 zz
4x12 ::r 3.00 12 -
8-8-0
14.4-0
19-6.0
24-8-0
30.4-0
39.0-0
B-8-0
5-8-0
-. -D
5.2.0
5.8-0
8-8-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip.DOL 1.25 TC 0.66 Vert(LL) -0.53 13-15 >877 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.Ob Vert(CT) -0.94 13-15 >501 180.
BCLL 0.0 Rep Stress, Incr YES WB , 0.52 Horz(CT) 0.53 10 n/a n/a
BCDL 10.0 Code FBC2020frPI2014 Matrix-MSH Weight: 227lb FT=20%•
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2=0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD -Rigid ceiling directly applied or:2-2-0 oc bracing:
WEBS '2x4•SPNo.3 WEBS IRow atmidpt 4-15,8-13
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=290(LC 9)
Max Uplift 2=-785(LC 10); 10= 785(LC 10)
Max Grav 2=1734(LC 15), 10=1735(LC 16)
FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5801/2276, 3-4=-5562/2142, 4-5=-3340/1366, 5-6=-2985/1293, 6-7=-2894/1293,
7-8=-3239/1366, 8-9=-5341/2142, 9-10=-5586/2276
BOT CHORD. 2-16=-1935/5506, 15-16=-1665/5090, 13-15=-973/3129, 12-13=,1665/4677,
10-12=-1935/5086
WEBS 4-16=-443/1528, 4-15=-2183/888, 5-15= 379/1206, 6-15=-367/177, 6-13=7367/177,
7-13=-379/1207, 8-13=-2069/888, 8-12=-443/1432
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph.(3-se66nd gust)Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II;.Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water'ponding.
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.0psf 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, With BCDL = 10.Opsf.
7) Bearing at joint(s)'2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify. .
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 100 lb uplift at joint(s) except at=lb)
2=785, 10=785.
w.
Joaquin Velez PE No.69162
MiTek USA, Inc. FL Celt 66U
6904 Parke East Blvd. Tampa FL.33610
Date:
uguSt ,
0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE:::
`
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, a6d'is for an individual building component, not
, - ,
a truss system. Before use, the building designer must verify.the applicability of design parameters and property incorporate this design into the overalf
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
- M ITpi'K•
is alwaysrequiredfor stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safetylnlormation. available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 p
Tampa, FL 36610 -
Job
Truss
Truss Type r a
Oty
Ply
1480 A 1OX14 BILK NO HS
T24950872
2866845
A05
HIP TRUSS
1
1.
Job Reference (optional)
tiunoers mrst5ource trtant Lary, t-uf, rtant Uty, rL - Jdbb/, o.43U 5 Jun a ZUZ I IVII I eK Inuu51rle5, inu. rn tAuy o uu:zcuo euz I . rage I
ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-tkml21Eehb_sH?eyCuOIXIK?Ym11BIN9GgfLf3ygcXl
4- 8"
5-11-1 8-8=0 12-4.0 19-6-0 26-8-0 32-7-4' 39-0-0 f{0.4-q
1-4.0 '5.11-1 2.8-t5 3-8-0 7-2-0 7-2.0 5-11-4 . 6-4-13 1-4-0
Scale '= 1:72.4
5x8 =
2x4 11 5x8 =
m
m
Co
15 14 - 12. 11
2x4 I I 2x4 II 3x6 4x12 = 2x4 11 3x6 =
SxB.� 3.00 12
39-0.0
6-4-13
date onsets tAl TI-- tL:V-Z-/ CugeJ to:U-o-U U-4-01 I1:U-o-U U-Z-oL I Io:U-Q-y,CUgel
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) Well Ud
PLATES:: GRIP
TCLL 20.0
Plate Grip DOL
-.1.25
TC. 0.83
Vert(LL) .
0.50 14-15 >930 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.90
Vert(CT).-0.78.14-15 >597 180
BCLL 0.0
Rep Stress Incr
YES
W B . 0.85 _
Horz(CT)
0.41 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight:'225 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 2-1-10 oc puriins.
BOT CHORD 2x4 SP No.2 'Except'
a
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
2-18: 2x4 SP No.1
JOINTS
1 Brace at Jt(s): 16
" WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
REACTIONS.. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=-253(LC 8)
Max Uplift 2=-786(LC 10), 9=-786(LC 10) .
Max Gra , 2=1512(LC 1), 9=1514(LC 1)
FORCES. (lb) Max. CompJMax. Ten. - All forces.250 (lb) or less except when shown.
TOP CHORD 2-3=-4753/2194, 3-4=-4550/2059; 4-5=-3238/1546, 5-6=-3385/1669, 6-7=-3387/1676,
7-8=-2279/1152, 8; 9=-2785/1311
BOT CHORD 2-18= 1852/4286, 17-18— 1570/3995; 16-17=-1053/2883, 11-12=-1021/2436,
9-11 =-1 621/2436
WEBS 4-18=420/1157, 4-17=-1408/638,'5-16=-271/733, 14-16=0/314; 6-16=-443/365,
12-16=-728/1993, 8-12— 596/356;'5-17=-327/886, 7=16=7676/1644
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust), Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45f; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60 .
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANS.I/TPI 1 angle to grain formula .::Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of -truss to bearing plate, capable, of withstanding 100 lb uplift at joint(s) except Qt=1b).
2=786; 9=786.
Joaquin Velez�PE No.68182.
MiTek USA, Inc. FL Ceft 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7;2021
. -
' A WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: _ .
..
—.i
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and:ts for an individual building component, not
�-
.
- a truss system. Before use, the building designer must vedfy.the applicability of design parameters and propedy'incorporate this design Into the overall.
building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only. Additional,temporary. and permanent bracing
-
MITeKe '
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
. ,
fabrication, storage, delivery, erection and bracing of trusses and miss systems, see , ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component.
6904 Parke East Blvd. '
Safety Information available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type )
Oily
Ply
14BO A l OX14 BLK NO HS
T24950873
2866845
A06 ' :
HIP TRUSS
1
...1
Job Reference optional)
- . Builders Firstsource (Plant i;ny, FL), :: Plant tarty, FL - 33bbl, 15.40y s dun Z ZUZ r IVII I eK mausines, inc. rn ring u utnee;ar 4ue i rage i
ID:wOY7Lyl.SwnFGv7x93_gXGezJF5?-LwJ7GeFHSv6ju8D9mbvX3VtAUAOasndlUKOvBVygcXk
ri-4-q S-11-1 8-8-0 ' ;10=4=0, 12.8-0 17=4-0 24-2.2 "28-8-0 32-7-4 : 39-0-0 AO-4-Q
1-4.0 ..5-11-1 2-8-.15 '1-8-0. 2-4-0 4r8r0 6.10.1
. " Scale=1:72.4 .
5x6
2x4 .11 5x6 = 3x4 =
5x6 =
4. 5 25 6 7 26 8 .
ST1..5x8
co 2
d 1l/ ":I
3x10 s 3.00 F12
3x4
9
m
ST1.5x8 STP= ' .
0
0
10 11 1.7IN
:16 13 - 12
2x4 I ' 8x12 4x6 = 3x8 = 2x4 I I 3x6 =
20 7 0 28-6-0
o-o-u ro-u. c-ti-u 7-1... .8-1-0,
Plate Offsets' (X Y)-- [2:0-0-10 Edge] [4:0-3-0 0-2-0] [6:0-3-0;0-3-0I [8:0-3-0,02-0], [17:0-2-8 Ediiel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl : L/d
PLATES: GRIP
TCLL 20.0
Plate Grip:DOL 1.25
TC. 0.81 ..
Vert(LL) 0.52: 17 >904 .240
MT20 244/190.
TCDL 7.0
Lumber DOL 1.25
BC, 0.92
Vert(CT). .-0.83.15-16 >564 .180
BCLL 0.0 '
Rep Stress Inc-r . YES
W B . 0.72 ::
HOrz(CT) 0.37 10 n/a n/a
BCDL. 10.0
Code FBC2020/TPI2014 ;:
Matrix-MSH
Weight:-213lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 *Except' .. TOP CHORD. Structural wood sheathing directly applied or 2-1-15 oc purlins.
476,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied
or 2-2-0 oc bracing.
BOT. CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt
15-17.
2-18: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
15-17: 2x4 SP No.2
REACTIONS.. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=216(LC 9)
Max Uplift 2= 786(LC 10), 10=-785(LC 10) ,
Max Grav 2=1513(LC 1), 10=1514(LC 1) -
FORCES. (lb) - Max. Comp./Max. Ten.:- All f6rces.250 (lb) or less except when shown.
TOP CHORD 2-3=-4793/2228, 3-4=-4601/2022:.4-5=-3784/1815, 5-6=-3762/1808, 6-7=-2670/1367,
7-8� 2121/1130, 8-9=-2407/1214, 9-1 0=-2772/1 305
BOT CHORD 2-18=-1886/4329, 17-18=-1296/3382;'13-15=-1034/2550, 12-13= 1011/2421,
10-12==1(2111/2421
WEBS 34= 281/308,4-18=-510/1333,4-17=-331/796,15.17=-1318/3197,6-17=-214/781,
.6-15=-901/486, 7-15=-2/289, 7.-13= 743/370, 8-13=-404/888, 9-1.3=-467/287
.NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16;,Vult=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior()) zone;C-C for members and .forces & MW FRS for reactions'
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss'component.
4) Provide adequate drainage to'prevent water ponding;
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. -
6) ' This truss has been designed for a live load of.20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit.between the.bottom chord and: any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.:Building designer -should verify
capacity of bearing surface. ..
8) Provide mechanical connection (by others) of truss to bearing plate capable. of.withstanding 100 lb uplift at joints) 'except at=lb) ,
2=786, '10=785. '
Joaquin Velez PE N6.68162
so so
MITek USA, Inc. FL COft 6634
6 East Blvd. Tampa
604 Parke E F
Date:
August 7,2021
0 WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:.
Design valid for use only with MiTek® connectors. This design is based, only, upon parameters shown, and his for an individual building component, not
a truss system. Before use, the building designer must verify,the applicability of design parameters and propedy,lncorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members:only. Additional, temporary, and permanent bracing,
MOW
always required for stability and to prevent collapse. with possible personal injury and property damage. For genera( guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. , ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Salety.tnlormation. available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type 1
Qty
Ply
1480 A 10X14 BLK NO HS
T24950874
. 2866845
A07
HIP TRUSS
1
1
.
Job Reference (optional)
tiu iders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I ek industries, inc.. Pn Aug 6 09:22:09 202i rage i
ID:wOY7Ly1SwnFGv7x93_gXG_ezJF5? HIRugKGX_WMQ8SNXtoy?8wyXr3_Kfkbyet7FNygcXi
01-4-q 5-7-8 8-4=0 12-8.0 18-4-13 24-7-0 30-8-0 33-10-1 39.0-0 A0-4.0
1-4-0 5-7-6 2-8-8 4-4.0 5-8.13 6-2-4 6-1-0 3-2-1 5-1-15 1-4.0
Scale=1:72.4
6x8 =
2x4 11 5x6 = 3x4 =
5x6 =
6.00 F12 4 24 5 25 6 7 26 27 8
2x4 zz >2x43
c?
ST1.5x8 STP= 16 ST1.5x8 STP= `O
v
0
co 2 17 . 7x10 —' o
1 _ 7x8 = 10 11 Ia 9
15 ., 14 13 12
5x8 3.00 12 4 c4 I . 8x12 = 4x6 = 3x8 = 3x6
8-B-0 12-8-0 21-5-15 30.8-0 _ 39-0-0
8.8-0 — 4.0-0 8-9-15: -9.2-1 B-4-0
Plate Offsets (X Y)-- [2:0-3-11,0-1-21; 14:0-6-0,0-2-81, [6:0-3-0 0-3-01; [8:0-3-0,0-2-01, [16:0-3-12,0-4-41, [17:0-2-8,0-4-121
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. in floc) Udefl Ud
PLATES'' GRIP
TCLL 20.0
PlateGrip:DOL 1.25
TC. 0.76'
Vert(LL) 0.74 16 >632 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC. 0.99
Vert(CT)-1.08.14-15 >433 180
BCLL 0.0
Rep Stress Inca YES
WB 0.87
Horz(CT) 0.44. 10 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-MSH
Weight: 213lb FT=20%
LUMBER-BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins.
BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied
or 2-2-0 oc bracing:
2-17,16-17: 2x6 SP No.2, 13-15: 2x4 SP No.1 WEBS 1 Row at midpt
14-16, 7-12
WEBS 2x4 SP No.3 *Except'
14-16: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max:Horz 2=179(LC 9)
Max Uplift 2=-785(LC 10), 10=-785(LC 10)
Max Grav 2=1515(4C 1), 10=1515(LC 1),
FORCES.. (lb) -Max. Comp./Max. Ten.: All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4994/2305, 3-4=4732/21.15, 4-5= 5654/2637, 5-6=-5602/2625, 6-7= 3299/1626,
7-8=-2298/1168, 8-9=-2579/1250; '9-10=-2782/1338
. BOT CHORD 2-17=-1965/4546, 16-17=-1722/441115-16=-254/221, 12-14=-1334/3122,
10-12=-1055/2453
WEBS 3-17=-255/256, 4-17=-476/1302, 4-16=-710/1473, 14-16=-1693/3868, 6-16=-674/1734,
6-14=-1171/633, 7-14= 22/364, 7-12=-1074/547, 8-12==366/9.10; 9-12= 275/223
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2),zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60 "
3) Building Designer / Project engineer responsible for verifying applied roof live. load shown covers rain loading requirements specific' .
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding:
5) This truss has been designed for a 10.0 psf bottom chord -live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of'20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to, grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify :.
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=785, 10=785. .
Joaquin Velez PE No.66182
MiTek USA, Inc, FL Cent 66U
6904 Palk e East Blvd. Tampa FL 33610 -
Date: .
August 7;202
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.::
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,, and'is for:an individual building component, not
�-
A truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall-
- -
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing
M ITek�.. ' '
is always required for stability and to prevent collapse -with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPil Quality Criteria, DSB-89 and BCSI Building Component.
6904 Parke East Blvd:
Safety Information, available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - -
Tampa, FL .36610
Job
Truss
Truss Type t
Oty
Ply
1480 A 1 QX14.BLK NO HS
T24950875
2866845
A08
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL),: Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries; Inc:. Fri Aug 6 09:22:10 2021 Page 1
ID:wOY7Lyl SwnFGv7x93—gXGezJF5?-IV?GugH91gUHIcyjRkTEh8VIg0003ACIBIdZogyqcXh
r1-4-q 6-4-0 8-8-0 , 12.6-0 121a-0 19-3-7 25-10-13 32-8-0 39-0-0 f10.4-Q
1-4-0 6-4.0 2-4-0 3-10-0 0- -0 6-7-7 6,7-7 6-9-3 6-4.0 1r4.0
Scale '= 1:72.4
5x6 3x4 = 2x4 11
6.00 12 3 4. 24 5 25
5x6 = 3x4 = 5x8 =
6 : 267 27 8
lb I I 14 13 12 11
6x8 = 3x4 = 3x6 = 2x4 11
3x6 % 3.00112
3x6
3x4 = .
6-4-0 8-8-0 12-6-0 121Q-0 19-3.7 25.10-13 _ 32-8-0
39.0.0
1
6-4-0 2-4-0 . 3-10-0 0- -0 6-7r7 6-7-7 . 6-9-3
�4-0
Plate Offsets' (X,Y)-- 12:0-0-10,Edge],[3:0-3-0,0-2-01,-[6:0-3-OiO-3-01 [8:0-6-0,0-2-81
LOADING (psf)
SPACING- 2-0-0'
CSI.
'DEFL. in (!oc) I/dell.: Ud
PLATES GRIP
TCLL . 20.0
Plate Grip DOL 1.25
TC 0.55 .
Vert(LL),-0.15-17-20 >981 240
MT20 244/190
TCDL 7.0
Lumber DOL .1.25
BC. 0.66
Vert(CT) -0.33 17-20 >462 180
BCLL 0.0
Rep Stress Incr YES
WB . 0.60
HOrz(CT) 0.04 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight: 183lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly
applied or 3-5-7 oc purlins:
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing.
WEBS 2x4 SP No.3 WEBS- 1 Row at micipt 6-15 .
REACTIONS. (size) 2=0-8-0, 15=0-4-0, 9=0-8-0
Max Horz 2=142(LC 9)
Max Uplift 2=-342(LC 10), 15=-656(LC 10), 9=-572(LC 10)
Max:Grav 2=513(LC 19), 15=1484(LC 1), 9=1033(LC 20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-858/437,3-4=-836/421, 6-7=-1477/863, 7-8=-2006/1093, 8-9=-1716/821
BOT CHORD 2-17=-247/820, 16-17=-193/842, 14-15=-636/1459, 12-14=-867/2006, 11-12=-573/1481,
9-11=-575/1474
WEBS 4-17=-19/287, 4-16=-1025/299, 6-15=-1694749, 6-14=-38/478, 7-14= 590/256, ..
8-12=-327/676, 8-11=0/281, 15-16=-677/347, 5-16=-346/272
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions
shown; Lumber DOL=1.60 plate. grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -
6) ' This truss has been designed for a live load of"20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 cdnsiders parallel to grain value using ANSI7rPl 1 angle to grain formula: Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb)
2=342; 15=656, 9=572.
Joaquin Velez PE N6.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7;2021
WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based,only, upon parameters shown,,and:is for an Individual building component, not
-
a truss system. Before use, the building designer must verify.lhe applicability of design parameters and propery:incorporate this designinto the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members:only. Additional, temporary and permanent bracing
..
MiTek'.
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the -
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS!/TP11 Quality Criteria; DSB-89 and BCSI Building Component
6904 Parke East Blvd. -
Salety./n/ormationavailable from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL .36610
Job
Truss
Truss Type t 1
Qty
Ply
1480 A 10X74 BLK NO HS
'
T24950876
2866845
A09
Hip Truss
1
1.
Job Reference o tional
t7uuaers rtrsmource triani L iry, r-Ll, rianl Ugly, rL - 10M)I, m4au s ,lun Z ZUel MI I eK
ID:w0Y7.Ly1SwnFGv7x93_gXGezJF54-DhZe501
r1-4-0, 4-4-0 10.5.6 16-5-1 22.6-15 28-6.10 3
1-4.0 4-4-0 6-1-6 . 5-11-11 6-1-13 5-11-11 1
6.00 FIT
ST1.5x8 STP
1
O
5x8 =
3
3x4 = 5x8 =
4 2627 28 5 29' 30
5x8 =
6
3x4 =
31 7
Inc. rn Aug b UU:ZZ:I l ZUZI rage 1
iw?R_3EL1r3ns?od6uPyM6KGygcXg
39.0-0 p0.4-q
4-4-0 1-4-0
Scale=1:71.0 .
5x8
32 8
18 17 16 33 .. 34 1b35. 36 14 13 12 11
3x6 = 2x4 II 3x4 = 3x6 = 6x8 3x4 = 3x6 _ 3x4 = - 2x4 11
ST1,Sx8 STP= m
9
N
910. i� .
O
3x6 =
8-2-11 10-5.6 1%0-0
ifj-6-1 22-6-15
28.6-10 34-8-0'" 39.0-0
4.4-0
3-10-11 2-2-12 5-6.10
0-5-1
6-1-13
5.11-11 6-1-6 4-4-0
Plate Offsets (X,Y)--[3:0-6-0,0-2-81,[5:0-4-0,0-3-01,[6:0-3-4,0-3-01,[8:0-6-0,0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)Udefl Ud
PLATES. GRIP
TCLL 20.0
Plate Gdp.DOL 1.25
TC 0.84
Vert(LL)
0.13 12-14 >999 240
MT20 244/190.
TCDL 7.0
Lumber DOL 1.25
BC. 0.57
Vert(CT)-0.20,12-14 >999 180
BCLL 0.0. '
Rep Stress Incr . NO
WB 0.63
Horz(CT)
0.05, 9 n/a n/a
BCDL 10.0
Code FBC2020/fP12014
Matrix-MSH
Weight: 184lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-0-12 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 7-3-15 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 4-15, 6-15
REACTIONS. (size)' 2=0-8-0, 15=7-4-0, 9=0-8-0'
Max.Horz 2=105(LC 7).
Max Uplift 2=-325(LC 8), 15=-1239(LC 8), 9=-442(LC 8)
Max Grav 2=518(LC 17), 15=19131(LC 1), 9=785(LC 18) .
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-697/320, 3-4=-358/354, 4-5=-517/1164, 5-6=-535/1183, 6-7=-849/484, --
7-8=-1605/818, 8-9=-1280/582
BOT CHORD 2-18— 168/586, 17-18=-164/594; 15-17=-250/358, 14=15=-315/865, 12-14=-646/1605, .
11K12=-390/1113, 9-11= 393/1106
WEBS 3-17=-380/40, 4-17=0/323, 4-15=-1605/862, 5-15=-447/434, 6-15=-2161/1.084,
6-14=-78/449, 7-14=-812/357, 8-12=-273/584
NOTES- "
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16;'Vult=160mph.(3-sec6nd gust) Vasd=124mph; TCDL-4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOE=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .
6) ' This truss has been designed for a five load of 20.Opsf on the bottom chord inall:areas where a rectangle 3-6-01all by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib)
2=325; 15=1239, 9=442.
8) Hanger(s) or other connection device(s) shall. be provided sufficient to support:concentrated load(s) 31 Ib down and 1071b up at .
13-0-12, 3.1 lb down and 107 lb up at 15-0-4, and 31 lb down and 107 Ib'up at: 16-11-12, and 31 lb down and. 107 lb up at 18-11-4
on:top chord, and 25 lb down and 71 lb up at 13-0-12,'25 lb down and 71 lb up at ' 15-0-4, and 25 Ito down and 71 lb up at 16-11-12,
and 25 lb down and 71 lb up at 18-11-4 on bottom chord. The design/selection of Such connection device(s) is the, responsibility of
others.
-
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted'as front (F) or back;(B): Joaquin Velez PE N6.68182
LOAD CASE(S) Standard MiTek USA, Inc. FL Cent 6634
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL:33610
Date:
August 7;2021
Continued on Dace 2
0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.:
'
Design valid for use only with MiTek . connectors. This design is based only, upon parameters shown, arld'is for an individual building component, not
a truss system. Before use, the building designer must verify,the applicability of design parameters and properiy;incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web. and/or chord members only. Additional. temporary, and permanent bracing
M�Tek'
is always required for stability and to prevent collapse. with possible personal injury and property damage. For general. guidance regarding the -
. .
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI?P/1 Quality Criteria; DSB-89 and BCSI Building Component ..
6904 Parke East Blvd:
Safety. Informationavailable from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss a
Truss Type a t _ .
Qty
Ply
1480 A 10X14 BLK NO HS
T24950876
2866845
A09
Hip Truss
1
1
Job Reference (optional)
Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Mll-7473 rev. 5/19/2020 BEFORE USE:::
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not
. .
�a truss system. Before use, the building designer must vedty.the applicability of design parameters and property incorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional.temporary and permanent bracing.
-
M!Tek'
Is always required for stability and to prevent collapse.with possible personal iniury and property damage. For general guidance regarding the
fabfication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component. -
6904 Parke -East Blvd:
Sarety.Inrormation: available from Truss Plate. lnstitute,2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610 -
Job
Truss
Truss Type
Qty
Ply
1480 A I OX1 4 BLIK NO HS a
:.T24950877
2866845
A10
Hip Truss
1
1
Job Reference (optional)
t3uiiaers i-irstbource (mant urty, F-L), Flan L;ity, I-L - 33bbl, ci.4iju s jun z zuzi for I etc inausines, Inc.. rn Aug t3 uv:zz:Iz zuoei rage i
ID:wOY7LylSwnFGv7xSd-gXGeijF5?-ht7OJMJPGRk??w56Y9VimZalcB5uX252ec6fsiyqcXf
44 TI 8 -_I B-80 401 6 4-0 1 3-1-1159 1 0;7_ 12 7 A.D_ V .0 .8.
- _0 1_1 10 159. 48 W.; 4-_3 7 5. 1 1-
�1'7 4 _.I 5 4-3.
Scale= 1:73.8
5x6
6.00 F1 2 5x6
6
7
ST1.5x8 STP
1
O
5X8 s 3.00F12
6X8
8
18-8-0 30-4-0 -0-0
I-- i �' -0� 1 . � n nn . i � LT . - n
LOADING (psf)
SPACING- 2-0-0
CS1.
'DEFL. in (loc) I/clefl ' Ud
PLATES. GRIP
TCLL 20.O
Plate Grip DOL 1.25
TC 0.79
Vert(LL) . 0.61 15-16 >763 240
MT20 244/190,
TCDL 7.0
Lumber DOL 1.25
BC. 0.98
Vert(CT). -1.10'15-16 >425 .180
BCLL . 0.0
Rep Stress [nor YES
WB. 0.71
Horz(CT) 0.58 11 n1a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight: 207 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins.
1-5,8-12: 2x4 SP No. 1 BOT CHORD Rigid ceiling directly applied
or 2-2-0 Do bracing: . . .
BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt
5'15, 8-14
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
p
REACTIONS. (size) 2=0-8-0, 11 =0-8-0
Max-Horz 2=-370(LC 8)
Max Uplift 2-'-785(LC 10), 1 1=-785(LC 10).
Max Grav 2=1515(LC 1), 11=1515(LC 1)
FORCES. (16) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 24=-4784/2191, 3-4=-4573/2038,4-5=-4585/2133, 5w6=-2227/1 109, 6-7=-1931/1064,
7-8=-2243/1117, 8-9=-4584/2 133, 9-1 0=-4572/2038, 10-11 =-4784/21 92.
BOTCHORD 2-16=-1850/4455- 15-16=-1075/2869,14-15=-50.8/1931, 13-14=-1074/2857i
11.-13=-1850/4315
WEBS 5-16=-762/1942 , 5-15---1235/691, 6-15=-327/768, 7-14i-333/771, 8-14=-1155/688,
8-13=-763/1851
NOTES-
1) Unbalanced roof live' loads have been considered for this design.
2) Wind: ' ASCE 7-16; Vult=160mph (37Second gust). Vasd=l 24mph; TCPL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft,- Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding,
5) This truss ' ' has been designed for a 10.0 psf bottom chord live load honconclurrent 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.
Bearing at joint(s) 2, 11 considers. parallel to grain value using ANS11TPl 1 angle to,grain.f6rriiula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except atz_flb).
2=7851.1 1=785.
Joaquin Velez PE N6.68182
MiTek USA,,In6. FL Cbit 6634
6904 Parke East Blvd. Tampa FL 33610
Datb:
r Augus.t 7;2021
A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE,:
Design valid for use only with MiTek@ connectors. This design is based only' upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameteri and properly incorporate this design into !he overall:EF
-building design. Bracing indicated is to prevent buckling of Individual truss webandlor chord members only. Additional temporary and permanent bracing:
M!Tdk'..
is always required for stability and to prevent collapse. with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSLITP11 Duality Criteria; DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety"formation, available from Truss Plate, Institute.:2670 Crain Highway, Suite 203 Waldorf, MD 20601 p:
Tampa, FL .36610
Job
Truss
Truss Type r 1 _ _
Qty
Ply
1480 A 1 OX14 BLK NO HS
T24950878
2866845
All
Hip Truss
1
1
Job Reference (optional)
Buuders rlrstaource Irian Cry, FL), riani City, FL - 3356/, 8.430 5 Jun 2 2021 MI I eK industries, inc.. Fri Aug 6 09:22:13 tun rage 1
ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-A4hPWiJ2l lsse3g[6sOxJm7BZbQMGU3BtGrDO9ygcXe
r1-4-q 5-11-1 8-8-0 16-8-0 22-4-0 30-4-0 33-0-15 39-0-0 AO-4-q
1-4-0 5-11-1 2,8-15 B•0.0 5-8.0 B•0-0 2-B•15 " 5-11-1 1-4-0'
Scale=1:73.8
5x6 =
6.00 Fl2 5x8
6' 6
5xB �.
5x8 m
4 7 ao
2x4 ZZ: 2x4 O
3 8
ST1 5x8 STP
ST1.5x8 STP =
2 15 14 .. 13' 12 11
1 7x8 = 3x8 = 3x4 = 7x8 =
.o .. .. 3x6.=
o
19
91 0 Iv N
.. o
SxB.= 3.00 Fl2
5x6
8-8-0 16-8-0 224-0 3O 4-0
39-0-0
8-8-0 8.0-0 5-B-0 8-0.0
8-8-0
Plate Offsets (X Y)-- [2:0-2-7,Edge], [4:0-4-0,0-3-0], [5:0-4-0,0-2-8], [6:0-6-0 0-2-8], [7:0-4-0,0-3-0], [9:0-2-7,Edge]
LOADING (psf)
SPACING- 2-0-0'
CSI.
DEFL. in (loc) I/dell Ud
PLATES' GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC.. 0.84".
Vert(LL) 0.60:11-12 >776 240
MT20 244/190,
TCDL 7.0
Lumber DOL 1.25
BC, 0.96
Vert(CT)-0.97.11-12 >482 .180
BCLL 0.0
Rep Stress Inci YES
WB 0.79
Horz(CT) 0.61 9 n/a n/a
BCDL 10.0
Code FBC202OfTP12014
Matrix-MSH
.;Weight: 201 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 'Except TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins:
5-6: 2x4 SP No.2, 1-4,7-10: 2x4 SP. No.1 BOT CHORD Rigid ceiling directly applied 6r:2-2-0 oc bracing:'
BOT CHORD 2x4 SP No.t WEBS 1 Row at midpt
4-14, 7-12, 6-14.
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. -(size) 2=0-8-0, 9=0-8-0
Max Horz 2=333(LC 9)
Max Uplift 2=-785(LC 10), 9=-785(LC 10)
Max Grav 2=1515(LC 1), 9=1515(LC 1,)
FORCES. (lb) -Max. Comp./Max. Ten.'- All forces.250 (lb) or less except when shown.
TOP CHORD 2-3=-4746/2161, 3-4=-4642/2121; 4-5=-2531/1202, 5-6=-2187/1165, 6-7=-2530/1201,
7-8= 4642/2121, 8-9=-4746/2161
BOT CHORD 2-15=-181,8/4374, 14-15= 1677/4189, 12-14— 66.3/2187, 11-12=-1678/4138,
9-11— 1818/4277 '
WEBS 4-15=-366/1182, 4-14- 2162/1065, 5-14=-240/735, 6=12=-240/735, 7-12=-2053/1065,
7-1't=-366/1143
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60 . .
3) Building Designer / Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0 0 wide
will fit between the bottom chord and any other members. .. . '
7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
.. . .
8) Provide mechanical connection (by others) of, truss to bearing plate. capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
2=785, 9=785. _
Joaquin Velez PE No.69182
MiTek IJSA,)nc. FL Cent 6634
6904 Paike East Blvd. Tampa FL 33610
Date:
August 7;2021
0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based. only upon parameters shown, andis for an individual building component, not
-
a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall
'building design, Bracing indicated is to prevent buckling of individual truss web, and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required for stability and to prevent collapse.with possible personal injury and property damage. For general, guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS11Tpll Quality Criteria; DSB-89 and BCSI Building Component.
6904 Parke East Blvd.
Sately.ln/ormation. available from Truss Plate. institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 86610
Job
Truss
Truss Type r /
Qty
Ply
14BO A 1OX14 BLK NO HS
:T24950879
2866845
Al2
Hip.Truss
1
1
-
Job Reference (optional)
CUIIOerS rlrstbource (viam L:ny, rL), mant 1-1I1y, t-L - JJbb/, - b.4JU S JUn z zyzl mi t eK InausineS, inc. t-n Aug b UU 22:14 2U21 rage 1
ID:wOY7.Lyl SwnFGv7x93_gXGezJF5?-eGFnk1 Kgo3-jEDFVgZ5(Ar_fob?mB??CK5vbmxbygcXd
rt-4-q 5-11-1 8-8-0 14.6-0 19.6=0 24-4-0 30-4-0 33-0-15 , 39-0.0 A0-4-9
1-4r0. 5-11-1 .2r8r15 6-0.0 4-lOtO 4-10-0 6-0-0 2-8-15 .: 5-1i-1 1r4 00 ..:
Scale = 1:73.8
5x6 =. .
6.60 12 3x4 = 5x6.=
5 6 7
ST1.5x8 STP =STP =
0
m
m
u) .
ST1.50 STP
10 0
11 m 0
N
dv
6
..
412 zz: .. ..
4x12 % 3.00 12
8-8-0 14-8-0 24.4-0 30-4-0
39.0-0
8.8-0 6-0-0 9.8-0 6-0-0
8-8-0
Plate Offsets (X,Y)-- [2:0-2-15,0-0-9], [4:0-2-12,0-3-01, [5:0-3-0,0-2-01, [7:0-3-0,02-01; [8:0-2-12,0-3-0], [10:0-2-15;0-0-9], [12:0-4-0,0-5-4] [16:0-4-0,0-5-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft:. Ud
PLATES: GRIP
TCLL . 20.0
Plate Grip DOL 1.25
TC. 0.76
Vert(LL) 0.53 . 15 >887 240
MT20 244/190.
TCDL 7.0
Lumber DOL 1.25
BC, 0.99
Vert(CT) . -0.90' 13-15 >520 180
BCLL 0.0. '
Rep Stress Incr YES
WB 0.54 .
Horz(CT) 0.54 10 n/a n/a
BCDL 10.0
Code' FBC2020/TP12014
Matrix-MSH
Weight: 228 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or:2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt
4-15, 8-13
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=296(LC 9)
Max Uplift 2=-785(LC 10), 10=-785(LC 10)
Max Grav 2=1732(LC 15), 10=1732(LC 16)
FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-5797/2273, 3-4=-5567/2147, 4-5=-3255/1342, 5-6=-2905/1275; 6-7= 2814/1275,
7-8=-3158/1342, 8-9= 5339/2147; 9-1 0=-5576/2273 - '-
BOT CHORD 2-16=-1932/5507, 15-16=-167315102, 13-15=-923/3033, 12-13= 1673/4679,
10-12=-1932/5076
WEBS 4-16=-436/1541, 4-15=-2260/918, 5-15=-364/1160, 6-15=-341/163, 6.13=-341/162,
7-13=-364/1172,8-13= 2141/918,8-12=436/1444
NOTES-
1) Unbalanced roof live loads have been considered for this design. .. . .
2) Wind: ASCE-7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
ll;. Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-Q Ext6hor(2) zone;C-C for members and forces & MW FRS'for reactions
'shown; Lumber DOL=1.60 plate, grip DOL=1.60
3) Building -Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate. drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
.6) ' This truss has been.designed for a live load of 20.Opsf on the.liottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members; with BCDL = I O.Opsf.
7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSl/TPI 1 angle to grain formula: Building, designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift. at joint(s) except Qt=lb)
2=785, 10=785.
Joaquin Velez PE N6.6816.2.
MiTek USA, Inc. FL Celt 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7,2021
sm... .. . . ... .... ..
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE:..
...
'
" Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and'is for an individual building component, not
a truss system. Before use, the building designer must vedfy,the applicability of design parameters and propedy incorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only. Additional temporary, and permanent bracing,
MOW
is always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see _ ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component -
6904 Parke East Blvd,
Safety, Information. available from Truss Plate, institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - - _
Tampa, FL 36610
Job
Truss
Truss Type / ..
Qty
Ply
1480 A 10X14 BLK NO HS
T24950880
2866845
A13
Hip Truss
Job Reference (optional)
IiUllderS hlfSt50Ufae (Plant Glty, hL), : rlanl GIIy, f-L - 3356/; C.4JU s dun Z ZUZ1 MI I eK Inausines, Inc. rn Aug is ua:zz:1 a zuzi rage i
ID:w0Y7Ly1SwnFGv7x93_gXGezJF5?-6So9xNLIZM6asNghEH3POBCWeP6dkPEUKZKKT1ygcXc
r1-4-Q 5-11-1 8-8-0 , 12-8-0 11.6=0 26=4.0 30-4.0 33-0'-15 ', 39.0-0 Ao-4-q
1-4-0 . 5-11-1 2.8-15 4.0.0 6-10-0 fi.10.0 4-0-0 2-8-15 . 5.11-1 1r4.0
Scale '= 1:72.4
ST1.5x8 STP =
21
m 1��
0
5x8
3.00 F12
5x8 =
5. 22
2x4 11
6
3x8 =.
5x8 =
23 .7
c?
T
v
ST1,5x8STP= o
0
O 6 N
11 10
5x8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc)' Well L/d
PLATES: GRIP
TCLL . 20.0
Plate Grip DOL 1,P5
TC.. 0.87 ..
Vert(LL)- 0.66:12-14 >713 240
MT20 244/190.
TCDL .7.0
Lumber DOL 1.25
BC . 0.913
Vert(CT) . .-1..16.12-14 >402 180
BCLL 0.0
Rep Stress [nor YES
WB 0.74
Horz(CT) 0.58. 10 n/a n/a
BCDL 10.0
Code FBC2020[TP]2014
Matrix-MSH
Weight: 193 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 'Except' TOP CHORD. Structural wood sheathing directly applied.
5-7: 2x4 SP No.2 BOT CFIORD :Rigid ceiling directly applied or
2-2-0 cc bracing.
BOT CHORD 2x4 SP No.1 'Except*
13-15: 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP N0.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3 .
REACTIONS. (size) 2=0-8-0,,10=0-8-0
Max Horz 2=-259(LC 8)
Max Uplift 2=-785(LC 10), 10=-785(LC 10)
Max.Grav 2=1515(LC 1), 10=1515(LC 1)
.FORCES. (ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4781/2188, 3-4=-4578/2049, 4-5=-4630/2179, 5-6=-3313/1598, 6-7=-3313/1598,
7-8=-4634/2180, 8-9=-4582/2050, 9-10==4783/2188
BOT CHORD 2-15=-1846/4320, 14-15==1023/2785, 12-14=-1023/2786, 10-12=-1847/4318
WEBS 4-15=-261/230, 5-15=-857/20.13, 5-14= 214/780, 6-14=-418/349; 7-14=-214/779, --
7-12=-858/1956, 8-12=-257/230
.. ....
NOTES-
1') Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C;'Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions.
shown; Lumber DOL=1:60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for.verifying applied roof live load, shown covers rain loading requirements specific
to the use of this truss' component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live- loaclof'20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members..
7) Bearing at joint(s) 2, 10 considers, parallel to grain value using ANSIlrP1 1 angle to.grain formula. Building designer should.verify
capacity of bearing surface.
8) Provide, mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) :
Joaquin Velez PE No.68182
2=785, 10=785.
MiTek USA, Inc. FL Cefi 6634
" 6904 Paike EastBlvd.Tampa ampa FL 33610
Date:. .
August7;2021
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Mii-7473 rev. 5/19/2020 BEFORE USE::.
Design valid for use only with. MiTek® connectors. This design is based.only upon parameters shown,, and is for :an individual building component, riot
�-
• a truss system. Before use, the building designer must verify,the applicability of design parameters and property incorporate this design into the overall_
'building design. Bracing indicated is to prevent buckling of individual trussweb,and/or chord members only. Additional, temporary, and permanent bracing,
MITek-,
is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sarety.lntormation. available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss _
Truss Type r I
Oty
Ply
1480 A 1 OX14 BLK NO HS
T24950881
2866B45
A14
Hip Truss
1
1
Job Reference (optional)
CuuaerS PIrsibource (Plant city, t-L), Plant tarty, I-L. - 3J56/, - 6.43U s Jun L zuzi mi I eK InaUStrles, Inc. rn Aug 6 U9:22:16 2U21 . Page 1
ID:wOY7Lyl SwnFGv7x93—gXGe7JF5?-afMX8jMwKgERTXPtn_aexPljOoU5TuKdZD,4t7UygcXb
r1-4-q 5-11-4 8.8-0 , 10-8-0 15-11-6 23-0-10 28-4-0 30-4.0 ,33.0.12
; 39.0.0 110-4-q.
1
1-4-0 . 5-11-4 2-8-12 2-0.0 5-3-6 7-1-3 5-3-6 2-0-0 2-8.12
5-11-4 1-4-0
Scale'=1:72.4
5x6 — 2x4 II 5x8 =
5x6 =
2x4 II 5. 24 6 7 25 8 2x4 II
6.00 "'
4
g..
2x4 =
2x4 =
m
3
1006
ST1.5x8 STP=
ST1.5x8 STP=
m 2 17 16: 15 .. 14. .. 13
1 7x8 4zB = 4z4 = 7x8 _
11 o
N
12 Io
... 6x8. =
0
..
5x8 m
5x8 � 3.00 12
8.8-0 16-6-11 22-5-5 30-4-0
39-0-0
8-8-0 .: 7-10-11 5-10-11 .. 7-10-11 -
8-8-0
_Plate Offsets (X,Y)-- [2:0-3-11,0-1-21, [5:0-3-0,0-2-01, [7:0-3-0;0-3-01, [8:0-3-0,0-2-01, [11:0-3-11,0=1-21, [13:0-2-8,0-5-01, [17:0-2-8,0-5-01
LOADING (psf)
SPACING- 2-0-0 .
CSI.
'DEFL. in (loc) I/defl Ud
PLATES. GRIP
TCLL 20.0
Plate Grip.DOL 1.25
TC 0.74
Vert(LL) 0.70,14-16 >667 240
MT20 244/190,
TCDL 7.0
Lumber DOL 1.25
BC 0.83
Vert(CT), .-1.61 14-16 >463 180
BCLL 0.0 '
Rep Stress, Incr YES
W B 0.63
Horz(CT) 0.55 . 11 n/a h/a
BCDL 10.0
Code FBC2020lrP12014
Matrix-MSH
Weight: 222 lb FT = 20%. •
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-2=0 oc purlins:
BOT CHORD 2x6 SP No.2 BOT CHORD :Rigid ceiling directly applied or.5-3-9
oc bracing:
WEBS 2x4SPNo.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max.Horz 2=222(LC 9)
Max Uplift 2= 785(LC 10), 11=-785(LC 10)
Max Grav 2=1515(LC 1), 1.1=1515(LC 1)
FORCES. (lb) -Max. Comp'./Max. Ten. -All forces 250'(Ib) or less except when shown.
TOP CHORD 2-3=-5003/2301, 3-4=-4714/2104, 4-5=-4709/2183, 5-6=-4158/1975, 6-7=-4158/1975,
7-8=-4154/1969, 8-9=-4707/2179; 9-10=-4712/2102; 10-11=-5002/2300
BOT CHORD 2-17=-1958/4556, 16-17=-1270/3345, 14-16— 1660/4193, 13-14=-1272/3348,
11-13= 1958/4555
WEBS 3-17— 282/277, 5-17= 704/1664, 5-16=-429/1068; 6-16=-341/287, 7-14= 402/291,
8-14= 418/1058, 8.-13=-696/1635, 10-13=-289/278
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
- II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building -Designer./ Project engineer responsible for verifying applied roof live load shown covers rain. loading requirements specific
to the use of this truss component.
4) Provide adequate. drainage to prevent water'ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any'other live loads.
6) ' This truss has been designed for a live load of 20.00sf on the Bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members: -
7) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSl/TPl 1 angle to grain formula. Building. designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 lb uplift. at joint(s) except (jt=lb)-
2=785, 11=785.
Joaquin Velez PE N6.68182
MiTek USA, Inc. FL Ceit 6634
•
• . 6904 Parke East Blvd. Tampa fL 33610.
_ Date:
_ ..
August 7,2021
© WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.'
Design valid for use only with; MiTek® connectors. This design is based only upon parameters shown, andlis for an individual building component, not
A truss system. Before use, the building designer must verify.the applicability of design parameters and. property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse.with possible personal Injury and property damage. For genera( guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ' ANSVTP/l Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East BIJd.
Salety.lnlormation. available from Truss Plate, Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 . . . . ..
Tampa, FL 36610
Job
Truss
Truss Type r 1
Qty
Ply
1480 A 1 OX14 BLK NO HS
"
T24950882
2866845
A15
HIP TRUSS
1
3
Job Reference (optional)
Builders FirstSource (Plant City, FL), :. Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries; Inc. Fri Aug 6 09:22:19 2021 . Page 1 '
ID:wOY7Ly1SwnFGv7x93_gXGezJF5?-_E2gnl0odbcOL_BST77LY1MEeOTkgD24FBIXcoygcXY
r1-4-0 4'-2=15 8-8.0 14-9-12 19-6=0 24-2-4 ' 30-4-0 34-9-1 39.0-0 A0=4-q
1-4-0 4-2-15 4-5.1 6-1-12 4-8r4' 4-8.4 6.1-12 45-1.
Scale = 1:72.4 .
6x8
3x4 = Sx6 =' 3x4 = 6x8 zz
6.00 12 4 24 25 26 27 5 28 . 29 6 30 31: 7 32 33 34 35 8
3x4 i
3x4 �
m .
4x8 s 3
9 4x8
N ..
ST1.Sx8 STP =
'ST1.5x8 STP =
Cl) 2 16 36 37 15 38 39 40 41. - 14. — 42 43 13.
:
0
to:
IN
o- 1 .: - 7x10 = 8x10 = ' :. 4x4 = .: 12x14 =
I
17 :. .. .. - . .. .
.12 o
2x4.11
2x4 l l
3.00 12 .:.'..
4'-2-15 8-8-0 14-9-12 19=6=0 24.2-4- W;4-0 34-9-1
39-0-0
4-2r15 4-5-1 6-1-12 4.8-4. 4-8-4 '. 6-1-12 4-5,1.
4-2-15
Plate Offsets (X,Y)--' [2:0-6-15,0-0-2]; [4:0-3-3,Edge], [6:0-3-0,0-3-0j [8:0-3-3,Edge] [10:0-6-15,0-0-21, [13:0-7-0,0-5-7] [15:0-5-0,Edge], [16:0-4-12,0-5-4]
LOADING (psf)
SPACING- 2-0-0 ' .
CSI.
"DEFL. in (loc)' .1/defl :: Ud
PLATES', GRIP
TCLL .:.20.0
PlateGrip.DOL 1.25
TC. 0.74:.
Vert(LL)'.. 1.10:14-15 >424 240
N1T20 244/190.
TCDL 7.0
Lumber DOL -'1.25
BC. 0.97-.
Vert(CT). .-1.30.14-15 >359 ..180 .
BCLL -. -0.0
Rep Stress:Incr. YES
WB 0.76:.
Horz(CT). 0.61;: 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight: 655 lb FT = 20% .
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 "Except" TOP CHORD. ..:Structural wood sheathing directly applied or 4-10-3 oc purlins.
4-6,6-8: 2x4 SP No.1 BOT CFIORD .: :Rigid ceiling directly applied or 2-2-0 oc bracing,' .Except:
BOT.CHORD 2x6 SP No.2 `Except` 10-0-0 oc bracing: 14-15,13-14.
13-15: 2x6 SP M 26-
WEBS 2x4 SP No.3 : .: . . .:
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max.Horz 2=185(LC 7)
Max Uplift 2=-2319(LC 8), 10=-2343(LC 8)
Max Grav'2=3785(LC 1), 1 0=3787(LC, 1).
FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown.
TOP CHORD. 2-3=-13158/7798, 3-4= 14332/8591, 4-5=-12791/7743,.5-6=-.16990/10355,
6-7=-16967/10378, 7-8=-12774/7822, 8-9= 14313/8679, 9-10=-13172/7893
BOT CHORD 2-17=-69.60111939,-16-17=-7066/12109, 15-16=-10035/16921, 1445=-10442/17377,
13-14= 10091/16967, 12-13=-7152/12119,, 10-12=-7047/11953
WEBS 3-17=-624/469, 3-16=-1103/1106, 4-16==3492/5957, 5-16=-4411/2756, 5=15==507/1090,
6-15=-434/457, 6-14=_ 458/392,•7.14=-492/1104, 7-13=-4478/2731, B-13=-3491/5953;'
9-13=-1159/1076, 9-12=-608/465:' "
. NOTES-
1) 3-ply truss to be connected,together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -.1 row at.0-7-0 oc.
Bottom chords connected as follows: 2x6'- 2 rows staggered at 0-9-0 oc. .
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 16-4 2x4;- 1 row at 0-8-0 oc, member 13-8 2x4 - 1 row at _0-&0' . .
oc:
2) All.loads are considered equally applied to all plies, except if noted as front (F) or back.(B) face in the LOAD CASES) section. Ply to
ply': connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ..
3) Unbalanced roof'live loads have been considered for this design.
4) Wind: ASCE 7.16; VuIt=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp:C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
" 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate,drainage'to prevent water ponding:'
7) This truss has been designed for a 10.0 psf bottom chord live load horlconcurrent with any other live loads.-
Joaquin Velez PE N6.68162
8) *This truss has been designed fora live load of20.Opsf on the bottom chord in all areas where a, rectangle 3-6-0 tall by 2-0-0 wide
MiTek USA, Inc. FL Celt 6634
will fit between the bottom chord and any othermembers.
6904 Pzike East Blvd. Tampa FL 33610
9) Bearing at joint(s) 2, 10-considers parallel to grain value using.ANSI/fPI 1 angle io grain.formu'la. Building designer should verify
capacityof bearing surface, .
Date:.
10) Provide mechanical connection (by:others) of truss to bearing plate capable of withstanding 100 1b uplift at•joint(s) except of=lb).
August 7;2021
0 3.
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE:
'
.Design valid for use only with. MiTek® connectors. This design is based, only upon parameters shown, andis for An individual building component, not
Wj
A truss system. Before use, the building designer must verify, the applicability of design parameters and. properly incorporate this design into the overall -
"building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members,only. Additional temporary.and permanent bracing, -'
MiTek''
uidance regarding the -
is alwaysrrequired for stability and to prevent collapse with possible personal injury and property damage. For general, guidance
fabrication., storage, delivery, erection and, bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd:_
Selety.inlormation: available from Truss Plate. Institute,'2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL:36610
Job
Truss
Truss Type r -
Qty
Ply
1480 A 10X14 BLK NO HS
"'T24950882
2866845
A15
HIP TRUSS
1
3
Job Reference (optional)
liunaers t-Irslbource irlanl Gny, r-LI, . rianl filly, rL - 33bb1, 0.43U s dun Z zue t MI t eK tnuus[nes, Inc. � rn Hug b uu;ee; I u zue i rage 4
ID:w0Y7Ly1SwnFGv7x93_gXGezJF57-_E2gnl0odbcOL_88T77LY1MEe0TkgD24FBIXcoygcXY
NOTES-
11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 62 lb down and 133 lb up. at 10-8-12, 62 lb down and 133 lb. up at
12-8-12, 62 Ib down and 133 Ib up at 14-8-12, 62 Ib down and 133 Ib up at 16-8-12, 62 Ib down and 133 Ib up at 18-8-12; 62 Ib down and 133 Ib up at 20-3-4, 62 Ib
down and 133 Ib up at 22-3-4, 62 lb down and 133 lb up at 24-3-4, 62 lb down and 133 lb up at 26-3-4, 62 Ib.down and 133 lb up at 28-3-4, and.6216 down and 133 lb . .
up at 30-4-0, and 65 lb down and 29 lb up at 8-870. on top chord, and 1016 lb down and 661:Ib up at 8-8-0, 17.7. lb:down and 109 lb up at 10-8-12; .177 lb down and 109 .
lb up at 12-8-M 177 lb down and 109 lb up at 14-8-12, 177 lb down and 109. lb up at 16-8-12, 177.Ib down and 109 lb up at 18-8-12, 177 lb down and 109 lb up at
20-3-4, 177 lb down and 109 lb up at 22-3-4, 177 lb down and 109 lb up at 24-3-4, 177 lb down and 109 lb up at 26-3-4, and 177 Ib down and 109 lb up at 28-3-4, and.
1016 lb down and 661 lb up at. 30-4-0 on bottom chord. The, design/selection of such connectidn'device(s) is the responsibility of others.
LOAD CASE(S) Standard: "
1) Dead + Roof Live. (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1'4=754, 4-8=-54, 8-11=-64: 16-18.=-20, 13-16= 20, 13-21=-20
Concentrated Loads (lb).
Vert: 4=-62(F) 8=-62(F) 16=-1016(F) 15=-177(F) 13=-1016(F) 5=-62(F) 14==177(F) 7=-62(F) 25=-62(F) 26=-62(F) 28=-62(F) 29=-62(F) 30=-62 fl 31=-62(F)
33=-62(F) 34— 62(F) 36=-177(F) 37=-177(F)'38=-177(F) 39=-177(F) 40— 177(F) 41=-177(F) 42=-177(F) 43=-177(F)
.... .. ... ... . . ...
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
_ ..
Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and -is loran individual building component, not
a truss system. Before use, the building designer must vedfy.the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing'
MITek' '
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . .
..
fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria; DSB-89 and BCSI Building Component
6604 Parke East Blvd. ' -
Safety Information. available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL _36610
Job
Truss
Truss Type I
Qty
Ply
1480 A 1 OX14 BLK NO HS
T24950883
2866845
BollHip
Truss
1
1.
Job Reference (optional)
- tjwloers rlfstbource (mant Glty, t-L),:. mant Glty, I -I_ - JJb6/, mgou s dun a ZUZ I IVII I eK InuUSIDes, Inc.. rn riug o Uy;zz;4 i zuz i . rage i
ID:w0Y7Ly.1 SwnFGv7x93—gXGezJF5?-xcAQCRQ39CskalHraY9peSSYupBf8F5MiVneghygcXW
3 9 4 7-0-0 13-0-0 16-2-12 20-0.0
3-9.4 3-2-12 6-0-0 3-2-12 3-9.4 1-4-0
Scale '= 1:36.0
4x6 = ..
4x6 =
2 15 16 :. 17 3 "
cv
Io
— 4x4 =
4x4 2x4 11 2x4 11 3x4
7-0.0
13-0-0
20.0-0
7-0-0
6.0-0
7-0-0
Plate Offsets (X;Y)--
[1:0-1-4,Edgel, [2:0-3-8,0-2-41, [3:0-3-4,0-2-O]; [4:0-2-10,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
:DEFL.
in
(loc)
I/defl
Ud
PLATES_.GRIP
TCLL .. 2070
Plate Grip DOL 1.25
TC. 0.88
Vert(LL)
0.72
6-14
>333
. 240
MT20 244/190
TCDL .7.0
Lumber DOL 1.25
BC 0.87 .
Vert(CT)
-0.74
8-11
>325
180
BCLL 0.0. '
Rep Stress Incr . NO
WB 0.21
Horz(CT)
0.05
4
n/a
Wit
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight:74 lb FT = 20%
LUMBER- BRACING -
TOP CHORD. 2x4 SP No.1 'Except TOP CHORD. Structural wood sheathing directly applied or 3-1=0 ocpudins.
1-2: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or b-4-13 oc bracing.
BOT CHORD 2x4'SP No.i
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 4=0-8-0
Max Horz 1=-149(LC 6)
Max.Uplift 1=-594(LC 8); .4=-753(LC 8)
Max Grav 1=1188(LC 1), 4=1310(LC 1)
FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2244/1148, 2-3— 1959/1108; 3-4=-2252/1159 .
BOT CHORD 1-8=-862/1941, 6-8=-865/1.989, 4-6=-868/1946
WEBS 2-8=-129/548, 3-6=0/498
NOTES-
1) Unbalanced roof jive loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust). Vasd=1 24mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60:plate grip DOL=1.60
3) Buildingbesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
1=594, 4=753.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 164 lb up at
9-0-12', 87 Ib down and 164 lb up at 1.0-11-4; and 239 lb down and 336 Ib, up. at 13-0-0, and 91 lb down and 47 ib up at 7-0-0 on top
chord, and 185 lb down and 78 lb up at 7-0-0, 65 lb down at 9-0-12, and 65 lb down at 10-11-4,.and 185 lb down and 78 lb up. at
12-114 on bottom chord. The design/selection of such connection dev'ice(s) is:the responsibility of others.
9) In the LOAD CASE(S) section,.loads applied to the face ofthe truss are noted as front (F.) or back (3).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 .
Uniform Loads_(plf)
Vert: 1-2=-54, 2-3=-54, 3-5==54; 9-12= 20
Concentrated Loads (Ib)
Vert:2=-87(F) 3=-239(F) 8=-183(F) 6=-183(F)-16=-87(F) 17=-87(F)18=-40(F) 19= 40(F)
Joaquin Velez PE No.68182.
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FI: 336.10
Date:
August 7,2021
.. .. .... .. .. I
A WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE"MII-7473 rev. 5/19/2020 BEFORE USE...
--i , ,
Design valid for use only with MiTek®conneclors. This design is based only upon parameters shown, and.is for an individual building component, not
A truss system. Before use, the building designer must vedfy,the applicability of design parameters and, propedy,incorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the
-
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see " ANSI/TP11 Quality Criteria; DSB-89 and BCS/ Building Component
6904 Parke East Blvd,
Safety, lnformation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL .36610 -
Jab
Truss
Truss Type I ..
Oty
Ply
1480 A 1 OX14 BLK NO HS
.:.T24950884
2866845
B02
Hip Truss
1
1
Job Reference (optional)
buuaers rlrsisource triant ury, r-L), riani utry, rL- J1500/' 0.4JV 5 JUII a LVC I Iva I UA Hluusules, uu:. Fir Muy 0 uV.cc.c I . I rnyc I
ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-xcAQCRQ39CskalHraY9peSSfhpEJBGFMiVneghygcXW
6-34 9.0-0 11-0.0 13-8-13 20-0.0 21-4-0
6-3-4, 2-8-13 2-0-0 2-8-12 :6.3-3 1-4-0
Scale=1:36.7
4x4 4x4 =
3 4. .
ST1
4x4 = 3x4 = 4x6 — 3A
LOADING (psf)
TCLL 20.0
TCDL .7.0
BCLL 0.0
BCDL 10.0
4x4 =
20.0-0
lol
9-0-0
2.0-0
9.0-0
4 Edoel
SPACING- 2-0-0
CSI.
DEFL.
in (loc)'
I/dell
Ud
PLATES GRIP
Plate Grip.DOL 1.25
TC.. 0.45
Vert(LL)
-0.15 10-13
>999
.240
MT20 244/190
Lumber DOL . 1.25
BC . 0.70 ..
Vert(CT)
. -0.33 10-13
>735
.180
Rep Stress [nor YES
WB 0.13 .
HOrz(CT)
0.03 6
n/a
n/a
Code FBC2020/TP12014
Matrix-MSH
Weight: 90 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11'oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing.
WEBS - 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 6=0-8-0
Max Horz 1=-186(1_68)
Max Uplift 1=-348(LC 10), 6=-454(LC 10)
Max:Grav 1=73B(LC 1), 6=814(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1196/603, 2-3=-982/527, 3-4= 830/490, 4-5= 979/524, 5-6— 1190/593
BOT CHORD 1-10=-390/1050, 8-1 0193/830; 6-8= 376/1029
WEBS 2-10=-374/293, 3-10=-175/.K9, 4-8=-150/347, 5-8=-364/272
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)'zone;C-C for members and forces & MWFRS for reactions
shown;.Lumber DOL=1.60 plate grip'DOL=1.60 - .
3) Building Designer / Project engineer responsible for.verifying applied roof live load, shown covers rain loading requirements specific
to. the use of this truss cornponenf.
4) Provide adequate drainage.to prevent water ponding: 4
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other, live loads.
6) ' This truss has been designed for a live load of'20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb)
i=348, 6=454.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Chit 6634
6904 Path East Blvd. Tampa Fl 33610
Date:
August 7;2021
A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE.
_ ... ...
'
Design valid for use only with MiTek® connectors. This design is based 6nly; upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify.the applicability of design parameters and propedyincorporate this design into the overall4
building design. Bracing indicated is to prevent buckling of Individual truss web.and/or chord members�only. Additional temporary and permanent bracing
MiTek',
is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. , ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd. '
Safety -information. available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL .86610 '
Job
Truss
Truss Type s
pty
Ply
1480 A 1 OX14 BLK NO HS
T24950885
2866845
B03
Common Truss
1
1.
Job Reference (optional)
tiwlders rlrstbource (rtant uty, ru), rlant tatty, ru - 33bb/, .. ts.a�u s uun z zurt m1 I eK mousmes, trip. rn Aug o uu:zz:zz zuei . rage i
ID:wOY7Lyl SwnFGv7.x93_gXGeiJF5?-PpjoPnohwW?aCSs1 BFh2Ag_pgDW3ti5Wx9XBD7ygcXV
5-8-0 10-0-0 14.4-0 20-0-0 , 21-4-0
5-8-0 4-4.0 4-4-0 5-8.0 1-4-0
Scale'=1:36.0
44 =
3
ST1.P =
5
ST1.Sx8
— 6 Ia
4x4 =
5xB =
4x4
10-0.0
20.0-0
10-0.0
10.0.0 .
Plate Offsets (X;Y)-- [1:0-1-4,Edgel, [7:0-4-0',0-3-41
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)' Udefl" Ud
PLATES:'
GRIP
TCLL 20:0
Plate Grip.DOL
1.25
TC 0.48
Vert(LL) -0.16:
7-10 >999 .240
MT20
244/190 .
TCDL .7.0
Lumber DOL
1.25
BC. 0.93 .
Vert(CT) -0.35'
7-10 >687 .180.
BCLL 0.0. •
Rep Stress Incr .
YES
W B . 0:22 .
Horz(CT) 0.03
. 5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight: 88 lb
FT = 20% '
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-84,oc
purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
.
WEBS 2x4 SP No.3
REACTIONS. (size). 1=0-8-0, 5=0-8-0
Max Horz 1= 204(LC 8)
Max Uplift 1=-348(LC 10), 5=-454(LC 10)
. MaxGrav 1=738(LC 1), 5=814(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(Ib) or less except when shown.
TOP CHORD 1-2=-1224/629, 2-3=-935/478, 3-4=-934/476, 4-5=-1218/618
BOT CHORD 1-7=423/1097, 5-7= 409/1063
WEBS 3-7=-242/589, 4-7= 387/305, 2-7=-396/322
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)'zone;C-C for members and forces & MWFRS for reactions -
shown;.Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss: component.
4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been'designed for a live load of 20.0psf 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 100 lb uplift at joint(s) except (jt=1b). .
1=348, 5=454.
.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Ceit 6534
6904 Parke East Blvd. Tampa FL 33610
Date:.
August 7,20.21'
. .. I ... -- - - -- ...
Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and:is for an individual building component, not
A truss system. Before use, the building designer must vertfy,the applicability of design parameters and, property incorporate this design into the overall,
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members:only. Additional temporary, and permanent bracing, -
pp T .
MOW
Q.k'.
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
-
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPl1 Quality Criteria; DSB-89 and SCSI Building Component
6904 Parke East Blvd. '
Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. _
Tampa, FL 36610 -
Job
Truss
Truss Type r t
Oty
Ply
1480 A 1OX14 BLK NO HS
'
T24950886
2866845
C1
Jack -Open Truss
8
1.
Job Reference (optional)
t3uacterS rlrst5ource tenant l:ny, rLJ, : mant L iiy, rL-;3Mb/, 0.4JU s Jun Z ZuZ I IVII 1 eK Inuusines! Inc.. rn Aug o uv;ee:ZJ eue I . raye I
ID:w.0Y7Ly1 SwnFGv7x93_gXGezJF5?-t?HAc6RJhg7RpcRDiyCHjtX38d4LcBrfApGllaygcXU
_1:4-0
]-0-0
V —
2x4..
100
1-0-0
Plate Offsets (X,Y)-- [2:0-4-4,0-0-41
LOADING (psf)
SPACING- 2-0-0' '
CSI.
DEFL. in (lop)' I/dell Ud
PLATES': GRIP
TCLL 20.0
Plate Grip DOL 1.25*
TC .. 0.13-
Vert(LL) 0.00.. 7 >999 .240
MT20 244/190
TCDL .7.0
Lumber DOL .1.25
BC ' 0.03 ,
Vert(CT) 0.00. 7 >999 .180 .
BCLL 0.0
Rep Stress Inca . YES
W B : 0.00 ..
Horz(CT) 0.00 . 4 n/a n/a
BCDL, 10.0
Code FBC202OfTP[2014 •
Matrix -MP
Weight: 6:lb FT = 20%:
LUMBER- aBRACING-
TOP CHORD. 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 1-0=0.oc.puffins.
BOT CHORD. 2x4 SP No.2 BOT CHORD .: 'Rigid ceiling directly applied or
10-0-0 oc bracing.. ..
REACTIONS. (size) ; 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2-81(LC '10)
Max Uplift 3=-3(LC 4), 2= 190(LC.10),'4= 12(LC 1)
Max Grav 3=17(LC 10),:2=157(LC' 1), 4=41(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-1.6;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
"
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown;.Lumber DOL=1.60 plate grip DOL=1:60: .
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of:20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide
will.fitbetweenthe 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 100 lb uplift at joint(s) 3, 4 except at=lb)
2=190.
w.
Joaquin Velez PE N6.68182,
MiTek USA, In:c. FL Ceit 6634
6804 Parke East Blvd. Tampa FL 336.10
p ate:August
7;2021'
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE:.
'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
:a truss system. Before use-, the building designer must verifythe applicability of design parameters and, property incorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'.
is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. - ANS11Tpl1 Quality Criteria; DSB-89 and BCSI Building Component
6904 Parke -East Blvd:
Salety.lnlormation:available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 -
Tampa, FL -36610
Job
Truss
Truss Type r
City
Ply
1480 A 10X14 BLK NO HS
T24950887
2866845
C1 A
JACK -OPEN TRUSS
4
1.
Jab Reference (optional)
Plate Offsets XY -- [2:0-0-15 E ge
LOADING (psf)
SPACING- 2-0-0 '.'
CSI.
'DEFL. in (loc) I/deft:• Ud
PLATES:: GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.13 :.
Vert(LL) . 0.00. 7 >999 240
MT20 .:.244/190 :.
TCDL 7.0
Lumber DOL 1.25
BC 0.03
Vert(CT). 0.00: 7 >999 . 180 .
BCLL .. 0.0
Rep Stress Incr . YES
WB 0.00 .
Horz(CT) . 0.00 . 2 n/a n/a
BCDC: 10.0
Code FBC2020ffP12014::
Matrix -MP
Weight: 6 lb FT = 20'/0;
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD: 2x4 SP No.2 BOT CHORD .Rigid ceiling directly applied or 6-0-0 oc bracing. . . ..
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical :
Max Horz , 2=81(LC :10)
Max Uplift 3=-5(LC 7), 2=-177(LC 10), 4=-11(LC 1)
.Max$rav 3=13(LC 11),:2=157(LC1), 4=32(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown..
NOTES-
1) Wind: ASCE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown;.Lumber DOL=1.60 plate gdp:DOL=1.60 .
2) Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed fora 10.0 psf bottom chord'live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit b etween.the bottom chord and any othermembers.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using:ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. '
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib, uplift at joint(s) 3,"4 except Qt=lb)
2=177. .
Joaquin Velez PE N6.66182
.
MiTek USA, Inc: FL Ceit 6634
6904 Parke East Blvd. Tampa FL:336.10
Date:
August 7,202
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE:
Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and Is for individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly: Incorporate this design Into the overall:
.
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chard members only. Additional. temporary and permanent bracing.
MITek•
Is always required for stability and to prevent collapse,with possible personal injury and property damage. For general, guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria; DSB-89 and BCS/ Building Component
6904 Parke East Blvd,
Safety Informationr available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 _
Tampa, FL 36610
Job
Truss
Truss Type r !
Qty
Ply
1480 A 1 OX14 BILK NO HS
T24950888
2866845
C1P
Jack -Open Truss
4
1.
Job Reference (optional)
1-0-0a.
1-0-0
Plate Offsets (X,Y)-- [2:0-4-4,0-0-4]
LOADING (psf)
SPACING- 2-0-0- - -
CSI.
DEFL. in (loc) Well Ud
PLATES: GRIP
TCLL . - 20.0
Plate Grip:DOL 1.25
TC 0.13 :
Vert(LL) 0.00. 7 >999 .240
MT20 .:.244/190 ..
TCDL .. 7.0
Lumber DOL '1.25
BC. 0.02
Vert(CT) 0.00 7 >999 180
BCLL .. 0.0 '
Rep Stress Incr . YES
WB 0.00
Horz(CT) . 0.00 4 n/a n/a
BCDL. 10.0
Code FBC2020/TPI2014' _
Matrix -MP
Weight:6:Ib FT=20%:
LUMBER- . . . . . . BRACING-
..
.
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0=O,oc.pudins:
BOT CHORD. 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied or.10 0-0 oc bracing..
REACTIONS. (size)': 3=M,echanical, 2=0-4-0, 4=Me6hanical,
Max Horz2=81(LC 10)
Max Uplift 3=-7(LC 7), 2= 210(LC 10)';-4=-19(LC 15)
Max Grav 3=12(LC 10), 2=157(LC 1), 4=27(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown..
NOTES-
. . .
1) Wind: ASCE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
ll; Exp"C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).zone; porch left and right exposed;C-C.for members and
forces & MW FRS:for reactions shown; Lumber"D.OL=1.60 plate grip. DOL=1.60.
2) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific
to'the use of this truss component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent With any other live loads.
4) ' This truss has been designed for a live load of20.Opsf on the bottom Chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between ahe: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 100 lb uplift at joint(s) 3, 4 except (jt=lb)
2=2,10.
Joaquin Velez PE No.68162.
MiTek USA, Inc. FL Ceft 6634
. ..
6804 Parke East Blvd Tampa p a FL.336.10
Date:
August 7;2021
.. -.
A WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE:..
-
. .
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and�is for _an individual building component, not
MF
. �a truss system. Before use, the building designer must vedfy_the applicability of design parameters and propedy.incorporate this design info the ov.erall,
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members -only. Additionaltemporary.and permanent bracing
MI ek'.
is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the
lT
fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Salety.lnlormation: available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 -
Tampa, FL-86610•
Job
Truss
Truss Type 1
City
Ply
1480 A 10X14:BLK NO HS
T24950889
2866845
C3
Jack -Open Truss
8
1.
Job Reference (optional)
0.43V S uurl L LVL I IVII 1 er, Illuu5111tlJ, Illl:." MI Myy O um44G zo Zue I . ruyu 1
ID:wOY7Lyl SwnFGv7x83_gXGezJF5?-pNPxl oTZCRN93vbcpNElolcPeRkO45Lyd7lsgSygcXS
3-0.0 '.
3.0-0..
Scale=1:12.8
m
0
m
300
�. 3-0-0.
Plate Offsets (X,Y)-- [2:0-1-4,Edge] '
LOADING (psf)
SPACING- 2-0-0
CSI.
'DEFL. in (loc) .I/dell Ud
PLATES:: GRIP
TCLL ' .: 20.0
Plate Grip.DOL 1.25
TC 0.13
Vert(LL) .. -0.01 : 4-7 >999 .240
MT20 ' 244/190:.
TCDL 7.0
Lumber DOL . 1.25
BC 0.12' ..
Vert(CT) -0.61 4-7 >999 ..160
. .
BCLL 0.0. `
Rep Stress Inca . YES
WB 0.00 ::
HOrz(CT) 0.00. 3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014 ; _
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD. ,Structural wood sheathing directly applied or 3-0-0 oc.pudins:
BOT CHORD. 2x4 SP No.2 " BOT CHORD . :Rigid ceiling directly applied or'10-0-0 oc bracing..
REACTIONS. (size) : 3=Mechanical, 2=0-8-0, 4=Mechanical "
Max Horz 2=133(LC 10)
Max.Uplift 3=-54(LC 10), 2=-157(LC 10)
Max Gram 3=70(LC 15), 2=197(LC 1), 4=50(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind; ASCE 7-16;-Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2).zone;C-C for members and forces & MWFRS for reactions
shown;.Lumber DOL=1.60 plate grip:DOL=1.60.:
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 'specific
to the use of this truss component.
3) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of:20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding- 100 lb uplift at joint(s) 3 except 6t=lb)
2=157.
Joaquin Velez PE N6.68181
..
ll USA Inc. FL Ceit 6634
East Blvd Tampa
6904 Parke E m a FL 336.10
p
Date:
August 7,2021
Q WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.:
..
...
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, a6d:is for in individual building component, not
�•
a truss system. Before use, the building designer must verify,the applicability of design parameters and Property Incorporate this design Into the overall:
'building
design. Bracing indicated is to prevent buckling of individual truss web.and/or chord, members only. Additional, temporary, and permanent bracing,
MiTek' .
is always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PI1 Quality Criteria; DSB-89 and SCSI Building Component.
6904 Parke East BW.
Sarelyintormation. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610 '
Job
Truss
Truss Type r +
I::
Ply
1480 A t0xi, BLK NO HS
"
T24950890
2866845
C3A
Jack -Open Truss
4
1.
Job Reference (optional)
cuuaers rusizource trlani c1ry, I-L), ream L'Ily, rL - J:Sbb/, O.43V 5 Jul] Z LVL 1 Ivu I erc u1V V5tne5, Illy.. rn r+uy b va:cccb cvc 1 . rdye I
I D:wOY7Lyl SwnFGv7x93_gXGezJ F57-pNPxl oTZCRN93vbcpN ElolcPeRkM45Lyd7lsgSygcXS
-1-4-0 3-0-0
1-4-0 3-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
1/defl .
Ud
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.13
Vert(LL)
-0.01
4-7
>999
.240
..PLATES
MT20 244/190
TCDL 7.0
Lumber DOL '
1.25
BC . 0.12
Vert(CT)
-0.01
4-7
>999
180 .
BCLL 0.0
Rep Stress: Incr
YES
W5. 0.00 .
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
.Weight:12lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0=0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD .Rigid ceiling directly applied or.10-0-0 oc bracing.
REACTIONS. (size) - 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=133(1_C 10)
Max Uplift 3=-59(LC 10), 2_ 150(LC 10)
Max Grav 3=72(LC 15), 2=197(LC 1), 4=50(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown..
NOTES-
1) Wind: ASCE 7-16;.Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2).zone;C-C for members and forces & MW FRS for reactions . .
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value :using ANSPTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of:withstanding 100 lb uplift at joint(s) 3 except at=lb)•
2=150.
Joaquin VelezPE No.68182
MiTek USA, Inc. FL Celt 6634
6904 Patke East Blvd. Tampa FIL 3361D .
Date:
August 7,2021
© WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 rev. 5/19/2020 BEFORE USE..:
__...
'
Design valid for use only with MTek® connectors. This design is based, only upon parameters shown,. and is for in Individual building component, not
�a truss system. Before use, the building designer must vedfythe applicability of design parameters and propedyincorporate this design into the overall:
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional.temporary and permanent bracing
MOW
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTP11 Quality Criteria, DSB49 and BCSI Building Component
6904 Parke East Blvd.
Safety.lnformation, available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type 1
Oty
Ply
1480 A IOX14 BLK NO HS
. .
T24950891
2866845
C3P
Jack -Open Truss
4
:. 1
Job Reference (optional
tlutlaefs Mrstbource (Flan tarty, t-L), : Vianl city, rL - ddb67, u.4JU s dun z zuz1 mi I eK Inousines, Inc. • rn Aug b Ue:zz:zb zuz t . rage I
ID:wOY7LylSwnFGv7x93_gXGezJF5?-HazJFBTB7JVOg3A6N51_Lw9aOg4fpYb5snVPMuygcXR
140 3-00 „
1.4.0 3-0-0
Scale=1:12.8 .
3
i
3-0-0
3-0-0
Plate Offsets (X,Y)-- 12:0-4-4,0-0-41
LOADING (pso
SPACING- 2-0-0
CSI.
:DEFL. in (loc) Well .: Lid
PLATESGRIP
TCLL .. 20.0
Plate Grip.DOL 1.25
TC 0.13 :
Vert(LL) 0.01 4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL . 1.25
BC 0.12 ..
Vert(CT) -0.01 4-7 >999 180
BCLL 0.0
Rep Stress Incr YES
W B . 0.00
Horz(CT) -0.00 . 3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight 12 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0:0 oc.purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing..
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical.
Max Horz 2=133(LC 10)
Max Uplift 3=-64(1_C 10), 2=-214(LC 10), 4=-42(LC 7) -
Max Grav 3=62(LC 15), 2=197(LC 1), 4=50(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown,.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).zone; porch left and right exposed;C-C for members and
forces •& MW FRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of20.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 100 lb uplift at joint(s) 3, 4 except at=lb)
2=214,
Joaquin Velez PE N6.68182
MiTek USA, Inc. fL Cert 6634
6904 Pltke East Blvd. Tampa FL.336.10
a Date:
August 7,2021
WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 5/19/2020 BEFORE USE..
Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must vedfy,the applicability of design parameters and properly incorporate this design into the overall
building design.. Bracing indicated is to prevent buckling of Individual truss web.and/or chord members only. Additional temporary and permanent bracing
MOW
Is always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the ' -
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd:
Safety, Information, available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldort, MD 20601
Tampa, FL 36610.
Job
Truss
Truss Type }
Oty
Ply
1480 A 10X14 BLK NO HS
.. T 2
2495089
2866845
C5
Jack -Open Truss
4
1
Job Reference (optional)
liuucers mrslsource Imam ury, ref, . rianl cny, M - 03b0/,
1-4,0
0
Plate Offsets (X,Y)-- [2:0-1-4,0-0-2]
8.4JV 5 JVrI c zuc r rvu i eK inuusures, uw. rn r�uy o ��:cccr cvc i raye i
ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-ImXhSUUgk2dt[Dl?xoGDtjiihENAY?gF5REquLygcXQ
5.0=0 '
5-0-0
Scale=1:18.0
m
0
m
N
'3x4=
500
5-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
([cc)
' Udefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
.1.25
TC . 0.35
Vert(LL)
-0.04-
4-7
>999
.240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.29 .
Vert(CT)
-0.07
4-7
>876
. 180 .
BCLL 0.0
Rep Stress Incr .
YES
W B . 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
,
Matrix -MP
Weight: 18 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins.
BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or:10-0-0 cc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=187(LC 10)
Max Uplift 3=-109(LC 10), 2=-167(LC 10)
Max Grav 3=128(LC 15), 2=264(LC 1), 4=88(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.-
NOTES- a
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp.C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60 .
2) Building Designer/ Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent With any other live loads. -
4) ` This truss has been designed for a live load of20.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 100 lb uplift at joint(s) except at=lb)
3=109, 2=167.
Joaquin Velez PE No.68182.
MiTek USA, Inc. FL Celt 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7,20.21
© WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 rev. 5/19/2020 BEFORE USE:::
'Design valid for use only with MiTek® connectors. This design is, based only, upon parameters showk and�is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design Into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional temporary. and permanent bracing. _
MlTprk•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSVTPlf Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety. Information, available from Truss Piate.lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610 '
Job
Truss
Truss Type t
Qty
Ply
1480 A 1 OX14 BLK NO HS
..T24950893
2866645
CSA
Jack -Open Truss
4
1
Job Reference (optional)
Builders flrSttiource (Flan Vny, rL), Flan any, t-L - 665_ e/, _ � � o.waU s gun a ZUZ I wu i eK rnuusmes, rnc. Fit Muy 0 Ua:ccu cuc 1 raye r -
ID:wOY7Ly1 SwnFGv7x93—gXGezJF5?-ImXhSUUgk2dtlDl?xoGDtjiiTENBY?gF5REquLygcXG
1-4-0 5-0-0
1.4.0:r 5-0.0 ..
Scale = 1:17.6
3
6.00 F12 0
Co
N
O
2.
ST TP= . . .
3.00 F1 2
Plate Offsets (X Y)-- [2:0-0-15,Edge)
LOADING (psf)
SPACING- 2-0-0'
CSI.
DEFL. in
(loc) Vdefl : • L/d
PLATESGRIP
TCLL 20.0
Plate Grip DOL 1.25
TC . 0.36 ..
Vert(LL) -0.04
4-7 >999 240
MTPO 244/190: .
TCDL 7.0
Lumber DOL .1.25
BC . 0.29
Vert(CT) -0.07.
4-7 >844 .160
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.01 .
3 n/a n/a
BCDL 10.0
Code FBC2020[TP12014
Matrix -MP
Weight: 18 lb FT = 20% :
LUMBER-
BRACING -
TOP CHORD. 2x4 SP No.2
TOP CHORD. :Structural
wood sheathing directly applied or 5-0=O oc.purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD :Rigid
ceiling directly applied 6r.6-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=187(LC 10)
Max Uplift 3- 113(LC 10), 2=-161(LC' 10) '
Max Grav 3=130(LC 15), 2=264(LC 1), 4=88(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown,.
NOTES -
!)Wind: ASIDE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate gdp.DOL=1.60 :.
2) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific
to the use of this truss -component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of:20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the:bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
- 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate, capable of withstanding 100 lb_ uplift at joint(s) except at' lb)
3=113,2=161. .
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE:..
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis loran Individual building component, not
-
a truss system. Before use, the building designer must vedfy-the applicability of design parameters and propertyincorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members -only. Additional. temporary, and permanent bracing,
MITOk•.
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS11TPll Duality Criteria, DSB-89 and BCS/ Building Component
6904 Parke -East Blvd. "
Salety.lnlormation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... _
Tampa, FL 36610.
Job
Truss
Truss Type l
Qty
Ply
1480 A 1 OX14 BLK NO HS
T24950894
2866845
C7A
Jack -Open Truss
4
1.
Job Reference (optional)
. ". Builders FirstSource (Plant city, t-L), : Flan Lally, FL • JJbbl, 15.43U 5 Jun ie ZUZ I MI I eK Inuu51rles, inc.. ru muy o uu:u;co euc i . rdye i -
I D:w0Y7Ly] SwnFGv7x93_gXGezJ F5?-Dy53ggVSV MlkwNKBU W oSQxEtP..edfHS9OJ5_W QnygcXP
140 40.0:. 700
4-0-0:- 3-0.0 . ..
Scale'= 1:22.8
4
6.00 F12 .. .:2x4 Q
.. ... ... ..
..
w .
m
N4.
..
..
..
.. ., '..
...
,.
cp
6
m
..
o
.. ... 2x4 �� ..
�. .
.5x =
1
6
3.00 12 ..
6 0•
3x4 �.
5-0-0
5-0-0
Plate Offsets (XY)-- [2:0-0-15,Edge]'
LOADING (psf)
SPACING- 2-0-0 -'.'.
CST.
DEFL. in (loc) '.I/deft: Lid
PLATES GRIP
TCLL .: 20.0
Plate Grip-DOL .1.25
TC 0.35.
Vert(LL)' .. 0.17, 6-9 >486 240
MT20 .:.244/190:
TCDL 7.0'
Lumber DOL 1.25
BC . 0.66
Vert(CT). . -0.26. 6-9 >324 .180
BCLL 0.0, `
Rep Stress. Incr . YES
W B 0.06
Horz(CT) . 0.02, : 2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 27 lb FT = 20%
LUMBER- BRACING•
TOP CHORD 2x4 SP No.2 TOP CHORD. .:Structural wood sheathing directly applied or 6-0=O,oc.purlins:
BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied 6r:10-0-0 oc bracing.
WEBS '2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=Mechanical.
_4--'Mechanical,
Max Horz 2=241(LC 10)
Max Uplift 4=-87(LC 10), 2=•l79(LC 10), 5=-76(LC 10)
Max Gram 4=107(LC 15),.2=336(LC 1), 5=169(LC 15)
FORCES. (lb) - Max. Corsi laz. Ten. - All forces 250 (Ib) or less except when shown.. -
WEBS 3-6=-254/199
NOTES-
1) Wind: ASCE 7-16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft;.Cat.'
Il;' Exp C; Encl., GCpi=0.18; MW FRS (directional) and. C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building,Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. a"
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 of20.0psf on the.bottom chord in all.areas where a rectangle 9-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing atjoint(s)_2 considers parallel to,grain value using'ANSI/TP1 1, angle to,grain formula: Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Gt=lb)' .
2=179.
d.
Joaquin Velez PE N6.68182
MiTek USA, Inc: FL Cart 6634
6904 Parke East Blvd. Tampa FL .33610
ate:
August 7;2021
A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE:::'
. .
Design valid for use only with MiTek® connectors. This design is, based only. upon parameters shown, and is for an individual building component, riot
_
a truss system. Before use, the building designer must verify,the applicability of design parameters and propedy,incorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional, temporary, and permanent bracing, ..
MiTek' '
is always required for stability and to prevent collapse wilh possible personal injuryand property damage. For general guidance regarding the .
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke, East BW. '
Safety.Information. available from Truss Plate, Institute,;2670 Crain Highway, Suite 203 Waldorf, MD 20601 ...
Tampa, FL:36610 '
Job
Truss
Truss Type t
Ply
1480 A 10X14 BLK NO HS
T24950895
2866845
D01
Hip Truss
Iqty
1
1.
Job Reference (optional)
kiullaers 1-lrst50urce (Plant L:ny, t-L), Plant LAty, rL - 83b6/, 0.40U s Uun Z ZUZ 1 IV"
I en "IUu5u', S, III . r11 Huy O UJ:LL:OV LVG 1 rayu 1
ID:w0Y7Ly1SwnFGv7x93_gXGezJF57-ALCg4WWilz?S9hTZcxgwVMKD9SN_ILvhnPTcVgygcXN
1.4-0 5-0.0 8.0-0 13-0-0 14.4-0
1.4-0 5-0-0., 3-0-0 5.0.0 1-.4.0
Scale = 1:25.5
4x4 = : 44 =
3 15 16 17. 4
Im
a
0
3x4 =
3x4 = .
8-0-0
13-0-0
5-0-0.
3-0-0
5-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(lob) Udefl' Ud
PLATES, GRIP
TCLL - 20.0
Plate Grip DOL
1.25
TC 0.33
Vert(LL) 0.13
7-14 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.41
Vert(CT) -0.14
. 8-11 >999 .180
BCLL 0.0
Rep Stress Incr
.NO
WB 0.11
Horz(CT) 0.02
5 n/a n%a
BCDL 10.0
Code FBC2020lrP12014
Matrix-MSH
Weight: 52 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-1-5 oc puffins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-8-0
Max Horz 2=-118(LC 6)
Max Uplift 2= 395(LC 8), 5=-424(LC 8)
Max Grav 2=731(LC 1), 5=750(LC 1)
FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1125/490, 3-4=-969/487, 4-5=-1130/498.
BOT CHORD 2-8=-298/958, 7-8= 298/969, 5-7=-304/961
WEBS 3-8=-56/282, 4-7=0/270
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp.C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 '
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed fora 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'.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 100 lb uplift at joint(s) except (jt=16)
2=395, 5=424:
8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 46 lb down and 119 lb up at
6-6-0, and 129 lb down and 286 lb up at 8-0-0, and 48.lb down. and 25 lb up at 5-0-0 on top chord, and 100 lb down at 5-0-0, and
35:Ib down and 1 lb up at 6-6-'0, and 100 lb down at'7-1'1-4 on bottom chord. The.design/selection of such connection device(s) is
the responsibility of others.
9) In the. LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD:CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads.(plf)
Vert: 1-3=54, 3-4=-54, 4-6==54, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-46(F) 4=-129(F) 8=-65(F) 7=-65(F)A6=-46(F) .18=-24(F)
Joaquin Velez PE No.6618.2
MiTek USA, Inc. FL Ceft 6634
6904 Parke East Blvd. Tampa FL 336.10
Date:
August 7;2021
© WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 rev. 5/19/2020 BEFORE USE::.
`
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and'is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall.
building design. Bracing indicated is to prevent buckling of individual truss'web,andlor 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 genera( guidance regarding the
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • • ANSI TP11 Quality Criteria; DSB-89 and BCSI Building Component - -
6904 Parke East Blvd.
Satety.inlormation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type }
City
Ply
1480 A 1 OX74 BILK NO HS
.
T2495OB96
2866845
D02 :.
Common Truss
3
1
Job Reference (optional)
blullaers rlrsmource (Flan[ uny, F-L), : rlani uny, rL - 33bbr, ts.43u s dun z zUZi mi I eK Inausines, Inc. in Aug b us:zz:Jl zuzl rage i
ID:wOY7Lyl SwnFGv7x93—gXGezJF5?•eXmClrXKoH7Jng2mAeL92ZsLgddUo2rO3DA16yqcXM
-1-4-0 6-6-0 13 0 0
.1.4.0 6.6-0 6-6-0
Scale'= 1:24.6 .
46 =
3
3x4 =.
3x4 =
660 1300
6-6-0 6-6-0
Plate Offsets (X,Y)-- [2:0-1-0,Edgej, 14i0-1-0,Edgej
LOADING (psf)
SPACING- 2-0-0 .
CSI.
"DEFL. in (loc)' ' I/deft : L/d
PLATES GRIP
TCLL 20:0
Plate Grip.DOL :1.25
TC 0.47 ..
Vert(LL) 0.08:. 5-8 >999 240
MTPO 244/190:
TCDL 7.0
Lumber DOL 1.25
BC. 0.46.
Vert(CT).-0.12.. 5-8 >999 180
BCLL '0.0
Rep Stress.Incr . YES
WB 0.11
HOrz(CT) 0.01:. 4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight:48Ib FT=20%:'
LUMBER -BRACING
TOP CHORD. 2x4 SP No.2 TOP CHORD. .Structural wood sheathing directly applied or 6-0=0.oc purlins.
BOT CHORD: 2x4 SP No.2 BOT CHORD*. :Rigid ceiling directly applied or
10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size)..4=0-8=0, 2=0-8-0
Max Horz 2=139(LC 9) "
Max Uplift 4=-223(LC 10), 2=-333(LC 10)
Max Grav 4=477(LC 1), 2=557(LC 1)
FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-684/3,12, 3-4=-682/309
BOT CHORD 2-5=-173/551, 4-5=-1.73/551
WEBS 3-5=0/300
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft;"eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown;.Lumber DOL=1.60 plate grip DOL=1.60:
3) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific
.
to the use of this truss component. •
4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of•20.6psf 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 100 lb uplift at joint(s) except 611=11b
4=223, 2=333.
Joaquin Velez PE N6.68182
MiTek USA, Inc. FL Celt 6634
6904 Parke E m a FL 33610
East Blvd Tampa
.Date:. .
August 7;2021
WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE..'
'
Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify, the applicability of design parameters and. properly incorporate this design into the overall.
building design. Bracing indicated is to prevent buckling of Individual truss web, and/or chord members only. Additional temporary, and permanent bracing
MITp.K•
is always required for stability and to prevent collapse, with possible personal injury and property damage. For general,guidance regarding the
..
fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see . ANSUTP/I Quality Criteria; DSB-89 and BCSI Building Component
6904 Parke -East Blvd.
Safety. Information, available from Truss Plate. Institute„ 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -
Tampa, FL 36610
Job
Truss
Truss Type 1
Qty
Ply
1480 A 10X14 BLK NO HS
T24950897
2866845
E4
JACK -OPEN TRUSS
4
. ' 1
Job Reference (optional)
4.4•U
b.4JU s .Jun z ZUZ7 mi I eK Inousmes, Inc. r-n Aug u ue:ez:31 zuz I rage I
wnFGv7x93_gXGezJF5?-eXmCl rXKoH7Jng2mAeL92ZsPgrmVUpgrO3DA16yqcXM
Scale: 3/4"=1'
4--4.0
4-4-0
LOADING (psf)
SPACING- 2-0-0:
CSI.
DEFL. in (lob). : I/deft:: Ud
PLATESGRIP
' TCLL: • 20.0
Plate Grip DOL 1.25 .
TIC 0.21
Vert(LL) 0.04 4=7 . >999: 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC . 0.20.
Vert(CT) -0.03 4-7 >999 180
BCLL 0.0 '. ..
Rep Stress Incr • YES
W B 0.00.
Horz(CT) -0.00. 3 n/a n/a .
BCDL 10.0.
Code FBC20201fP12014
Matrix -MP :
Weight: 16 lb, FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood'sheathing directly applied or4-4-0 Oc purlins.
BOT CHORD. 2x4 SP No.2 BOT CHORD. :Rigid ceiling directly applied.or:10-0-0 oc bracing.:. . .
REACTIONS. (size) .3=Mechanical, 2=0-4-0,'4=Mechanical
Max Horn 2=169(LC 10)
Max Uplift 3— 104(CC 10), 2=-245(LC 10), 4=-64(LC 7)
Max.Grav 3=99 LC' 15 , 2=241 LC.1 , 4=76 CC 3 '
FORCES.-. (Ib) - Max: Comp./Max. Ten. - All forces:250 (lb) or less except when shown. "
NOTES-
1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
Il; Exp:C;_Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(?) zone; porch left exposed;C-C for members and forces & :. .
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading :requirements specific:
to the use of this truss component.
3) This truss has been designed fdr:a 10.0 psf bottom chord live load nonconcurrent With any:other live loads.
4) ' This truss has been'designed for alive 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.::q.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except of=lb)
3=104, 2=245.
Joaquin Velez PE No.68182.
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL ;33610,
Date:
August 7;2021
WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M I-7473 rev. 5/19/2020 BEFORE USE...
'
Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is forAn individual building component, not
�•
a truss system. Before use, the building designer must vedfy,the applicability of design parameters and propedy;incorporate this design into the overall;
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional, temporary, and permanent bracing,
.
MiTek" '
is always required torstability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the ..
.. ,
fabrication, storage, delivery, erection and, bracing of trusses and truss systems, see. , ANSUTP11 Quality Criteria; DSB-89 and SCSI Building Component.
6904 Parke East Blvd,
Safety Information: available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type 1
Qty
Ply
1480 A 10X14 BLK NO HS
T24950898
2866845
E5
Jack -Open Truss
3
1
Job Reference (optional)
44'=
w.
5-0 0
5-0-0.
Plate Offsets '(X;Y)-- ' [2:0-1-4,0-0-2] "
LOADING (psf)
SPACING- 2-0-0 .'
CSI.
DEFL. in (loc) I/deft: Ud
PLATES: GRIP
TCLL .:. 20.0
Plate Grip:DOL 1.25
TC.. 0.35 :.
Ve.n(LL) .-0.04:. 4-7 >999 .240
MT20 244/190.
TCDL 7.0
Lumber DOL .1.25
BC 6.20 ..
Vert(CT) . -0.07 4-7 >876 .180
BCLL 0.0. '
Rep Stress Incr YES
WB 0:00
Horz(CT) 0.00 3 n/a -n/a
BCDL: 10.0
Code FBC2020/TP12014 ::
Matrix -MP
'Weight: 18lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 sP No.2 TOP CHORD. :Structural wood sheathing directly applied or 5-O=O.oc purlins.
BOT CHORD: 2x4$P No.2 BOT CHORD .: :Rigid ceiling directly applied or:10-0-0 oc bracing.. .
REACTIONS. (size) : 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Hdrz .2=187(LC 10)
Max Uplift 3= 109(LC 10),.2= 167(LC 10)
Max Grav 3=128(LC 15), 2=264(LC 1), 4=88(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten.-- All forces 250 (lb) or less except when shown.-
NOTES-
1) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2). zone;C-C for members and forces & MW FRS for reactions'
shown; Lumber DOL=1.60 plate grip:DOL=1.60 :
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss: component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a -rectangle 3-6-0 tall by 2-0-0 wide
will fit between:the:bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b)
3=109, 2=167. . . . .:
Joaquin Velez PE N6.68182
. ..
MiTek USA, Inc. FL Cart 6634
ast Blvd Ta 6804 Parke E mpa FL 33610.
Date:. ..
:.
August j
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE: ' .
Design valid for use only with MiTek® connectors. This design is. based only upon parameters shown, a, for an individual building component, not
.
A truss system. Before use, the building designer must verlfy,the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional -temporary, and permanent bracing.
MITek'
is alwv ys required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the -
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPI1 Quality Criteria, DSB-99 and SCSI Building Component,
6904 Parke East Blvd. '
Salety.lnlormation..available from Truss Plate,lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL,86610
Job
Truss
Truss Type r 1
Qty
Ply
1480 A 10X14 ELK NO HS
...
T24950899
2866845
E5P
JACK -OPEN TRUSS
3
1
Job Reference o tional
0.110V 5 JUII a e U 4 1 IVII I UK UIUUWIUS, 1I1U. • F11 nYy V uv.G 00 U. I r-•nytl r
ID:w0Y.7Ly1SwnFGv7x93_gXGezJF5?-awuyjXZaKuN1O8CBH3Nd7_yk5fQ0yjK7TNiH6_ygcXK
5-0-0 .
... 570.0.-.
Scale = 1:17.8 .
m
0
m C
N
3x4
5-0-p
5-0.0. .
LOADING (psf)
SPACING- 2-0-0 -
CSI.
DEFL. in (loc) Udefl. Lid
PLATES' GRIP
TOLL 20.0
_ _
Plate Grip DOL 1.25 -
TC 0.29
Verl(LL) 0.08 47 >777. " 240
MT20 244/190
TCDL 7.0
Lumber DOL . 1.25
BC.. 0.26 "
Vert(CT) 0.06: 4-7 >984' :180
BCLL .0.0 '
Rep Stress !nor YES
W B 0.00 ..
Horz(CT) -0.00 . 3 n/a n/a
BCDL 10.0
Code FBG2020/TP12Q14
Matrix -MP
Weight: 18 lb FT = 20
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 ". TOP CHORD Structural wood' sheathing directly applied orb 0-0 oc purlins.
BOT CHORD. 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied. or 10-0-0 oc bracing:.
REACTIONS. (size)- 3=Mechanical, 2=0-4-0; 4=Mechanical .
Max Horz 2=187(LC 10)
Max Uplift 3=-123(LC 10), 2=-263(LC 10), 4=-76(LC 10)
Max Grav 3=117(LC 15),.2=264(LC 1),"4=88(LC 3) -
FORCES. (lb) : Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1,) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf h=15ft; B=45ft; L=2411; eave=oft; Cat.
II; Exp:C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?) zone; porch left and right exposed;C-C.for members and . .
forces.& MWFR$.for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60.
2) Building Designer:/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss componefit.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) . This truss has been'designed fora live load of 20.00sf 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 girders) for truss to truss connections.
6) Provide mechanical connection (by others) of miss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) -
3=123, 2=263.
q.
Joaquin Velez PE N6.6616.2
MiTek USA, Inc. FL Ceit 6634
. 90 Puke E FL.336110
East Blvd Tampa
Date:
August 7;2021
.... ... ...
& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Nlll-7473 rev. 5/19/2020 BEFORE USE::.
..
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis foran Individual building component, not
��-
a truss system. Before use, the building designer must verify.the applicability of design parameters and, propedy;incorporate this design into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members:only. Additional, temporary, and permanent bracing,
"
MiTek'..
Is alwaysrequiredfor stability and to prevent collapse, with possible personal injuryand propeftY damage. For general. guidance regarding the
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSYTPII Quality Criteria, DSB49 and BCSI Building Component
6904 Parke East Blvd.
Safety. Information. available from Truss Plate. Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..
Tampa, FL 36610
Job
Truss
Truss Type 1
Qty
Ply
1480 A 1 OX14.BLK NO HS
T24950900
2866845
E7
Jack -Open Truss
4
1.
Job Reference optional)
tiunoers mrstsource (rtam silty, t-L), : mani uny, rL - 33bbi , n.aau s uun z zun MI I ex Inousmes, inc.. t-n Hug u ua:zz:3b zuzl rage i
ID:wOY7Lyl SwnFGv7x93_gXGezJF5?_Va5LZbTdplbtcxjyBxKkda9Ks01943a9LwidJygcXH
140 700
7-0.0
Scale '=1:23.0 .
3 r,
..
q.
.. m
0
sir of
m
1
6•
s e.
3x4 =
4..
700:.
7-0-0 . .
Plate Offsets (X,Y)--
[2:0-1-4,0-0-2]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl. L/d
PLATES GRIP
TCLL 20.0
Plate Grip:DOL
1.25
TC. 0.67-:.
Vert(LL) 0.15:
4-7 >558 240
MT20, 244/190
TCDL 7.0
Lumber DOL
1.25
BO. . 0.52 ..
Vert(CT) . -0.24.
4-7 >348 180.
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) 0.01
3 n/a n/a
BCDL, 10.0
Code FBC2020/TP12014
Matrix -MP
Weight:'24 lb FT = 20%,
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD.
Structural wood sheathing directly applied or 6-0=0 oc purlins.
BOT CHORD 2x4 SP No.2
"
BOT CHORD
-Rigid ceiling directly applied or'10-0-0 oc bracing. '
REACTIONS. (size)' 3=Mechanical, 2=0-8-0, 4=Me6hanical
Max Horz2=241'(LC 10)
Max Uplift 3=-161(LC 10), 2=-185(LC 10)
Max'Grav 3=185(LC 15), 2=336(LC 1), 4=126(LC 3) "
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., G-Opi=0.18; MW FRS (directional) and C-C Exterior(2). zone;C-C for members and forces & MW FRS for reactions . .
shown;.Lumber DOL=1.60 plate gdp.DOL=1.601: "
.2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss' component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of:20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit betweenth e 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 100 lb uplift at joint(s) except Qt=lb)
3=161, 2=185.
Joaquin Velez PE No.68182
MiTek USA, Inc. FGCeft 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 rev. 5/19/2620 BEFORE USE.:.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not
_a truss system. Before use, the building designer must verlfy,the applicability of design parameters and properly incorporate this design into the overall:
building design, Bracing indicated is to prevent buckling of individual truss web,and/or chord members only. Additional. temporary. and permanent bracing.
.
MITek'
is always required for stability and to prevent collapse, with possible personal inigry and property damage. For general, guidance regarding the
. ,
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component
6904 Parke East Blvd,
Safety. Information. available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - ..
Tampa, FL:36610,
Job
Truss
Truss Type !
aty
Ply
1480 A 10X14 BLK NO HS
T24950901
2866845
E9A
Jack -Open Truss
10
1
Job Reference (optional)
eluu(3ers rlrstz)ource triani klIry, t-Ll, ream uny, rL - JJDb/, 0.4J1J 5 Jun 4 ZUZ I IVII I eK Inuu5ine5, Inc.. rn i+ug o u`J:ez;oi 4ue I rage I
ID:w0Y7Lyl SwnFGv7x93—gXGezJF5?-Th7TYvc5O7tSVIWwWvS2Hg60?GhfuVOjO_gUFmygcXG
1 4 0 4 0 3 5 1 11 7-1-14 11-1-0
... 1.4.0 4-0`3 . 1-1-8 2-0-3 .1-6-2 . .
4 Scale=1:27.6 .
r7
6.00 12 m
N
3x4 i
..
3
6
3x4
7
2x4 11
3.00' 12
5-1-14 7-1-14 17-10-14, 8-B-0
1-1.11 2-0.0 0-9-0 0-9-2
m
o .
.6
N .
Plate Offsets X,Y)--[2:0-0-15,Edpe] '
LOADING (psf)
SPACING- 2-0-0 _'
CSI.
DEFL. in (loc)'.' I/deft:: Ud
PLATES:- GRIP
TCLL 20.0
Plate Grip. DOL .1.25
TC 0.30' :.
Vert(LL) 0.12:. 6-7 >893 .240
MT20 ' 244/190. .
TCDL 7.0
Lumber DOL 1.25
BC 6.73'..
Vert(CT)..-0..15.. 6-7 >697 180.
BCLL 0.0
Rep Stress Inca YES
WB 0A9
Horz(CT) : 0.01 5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014 :,
_ .: Matrix -MP
Weight: 36 lb FT = 20%_
LUMBER- BRACING -
TOP CHORD 2x4 'SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 0 O.oc.puriins.
BOT CHORD 2x4 SP No.2 BOT CHORD .: :Rigid ceiling directly applied or 8-4-10 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size)' 4=Mechanical, 2=0-8-0, 5=Mechanical,
Max.Horz 2=285(LC 10)
Max Uplift 4=-117(LC 10), 2=- 95(LC 10), 5=-89(LC 10)
Max:Grav 4=130(LC 15),.2=396(LC 1), 5=215(LC 15) . .
FORCES. (lb) - Max. Comp,/Max: Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 769/291 "
BOT CHORD 2-7=-443/828, 6-7— 432/791 ' .
WEBS 3-7=-8/254, 3-6=-795/430 .
NOTES-
1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-G Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate gdp'DOL=1.60::
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '
to the use of this'fruss component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) . This truss has beeri:designed for a live load of 20'.0psf on thebottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s).2 considers parallel to grain value using ANSI(fP1.1 angle to grain formula. Building.de.signer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb)
4=117, 2=195. .
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
v a 6604 Parke E Tampa
East
. .
Date: '
August 7;
WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and his for an individual building component, not•
..
a truss system. Before use, the building designer must verifythe applicability of design parameters and, propedy,incorporate this design into the overall:
'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members:only. Additional. temporary. and permanent bracing,
�A/� T
is always required for stability and to prevent collapse.wjth possible personal Injury and property damage. For general. guidance regarding the
IVI� lW
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria; DSB-89 and SCSI Building Component.
6904 Parke East Blvd:
Safety Information. from Truss Plate. Institute,;2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL .36610
Job
Truss
Truss Type r
Oty
Ply
1480 A 1 OX14 BILK NO HS
T24950902
2866845
EJBA
ROOF TRUSS
2
1
Job Reference (optional)
builders Fifstbource (slant Glty, rL), :: slant Ulty, t-L - 33bb I, -
-1 -4 0 ::
1-4.0
4x4
11.431.1 s Jun Z ZUZI MI I eK Ir
I D: at b F D Lfs Ij OY7j X? u F Vj S g zi ZxL- P4 F Ezl
8710
3-4.12
2x4 11
4
:5-2.14 8-7-10
5-2,14 3-4-12
:s, Inc.. rn Aug b UU:ZZ:0V ZU21 rage 1
3Ak3fleKU1 MFBjC4N9MQBOrl9bJeygcXE
Scale=1:27.9 .
;r
N
p' O.
N
Plate Offsets(X;Y)-- f2:0-2-10 0-0-131
LOADING (psf)
SPACING- 2-0-0 .
CSI.
DEFL. in (loc)' .I/dell : • Ud
PLATES:. GRIP
TCLL ... 20.0
Plate Grip DOL 1.25
TC. 0.51 :
Vert(LL) ..-0.16:. 5-8 >615 240
MT20 244/190:
TCDL .7.0
Lumber DOL 1.25
BC. .0.66,
Vert(CT). 433. 5-8 >301 .180.
BCLL 0.0 '
Rep Stress. Incir YES
WB . 0:11
Horz(CT) . 0.01. 2 n/a n/a
BCDL, 10.0
Code FBC2020/TP12014 .
Matrix -MP
Weight:'39lb FT=20%
LUMBER- BRACING -
TOP CHORD. 2x4 SP No.2 TOP CHORD. :Structural wood sheathing directly applied or 6-0=0 oc.pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD . :Rigid ceiling directly applied or:9-8-1 oc bracing:
WEBS " 2x4 SP No.3 *Except'
. .. 4-5: 2x6 SP No.2
REACTIONS. (size) 2=0-7-10, 5=Mechanical
Max Horz 2=280(LC 10)
Max Uplift 2_ 193(LC 10), 5=-201(LC 10)
Max Grav 2=389(LC. 1), 5=337(LC 15)
FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown:
TOP CHORD 2-3=-475/224
BOT CHORD 2-5=-359/537
WEBS 3-5=-523/347 ...
-NOTES- a
1) Wind: ASIDE 7-16; Vult=160mph:(3-second gust) Vastl=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; 8=45ft; L=24ft;'eave=4ft; Cat.
II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and -
right exposed;C-C for members and forces &:MWFRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60
2) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live,load of.20'.Opsf on the bottom chord in,all'areas where a rectangle 3-6-0 tall by 2-0=0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP1 1 angle to grain formula... Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=193, 5=201.
Joaquin Velez PE N6.66162
MiTek USA, Inc. FL Ceit 6634
6604 Parke E FL 33610
East Blvd. Tampa
.Date:. ..
August 7,2021"
0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE::
' -Design valid for use only with MiTek® connectors. This design is. based only upon parameters shown, and Is for'an Individual building component, not
a truss system. Before use, the building designer must vedfy_the applicability of design parameters and. propedy.incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord, members only. Additional -temporary and permanent bracing,
MOW.
is always required for stability and to prevent collapse.witll possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ' ANSUTPII Quality Criteria; DSB-89 and BCSI Building Component
6904 ParkeEastBlvd.
Safety Information available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
.. ... ... ... ..
p Tam a, FL . 8661b
.
Job
Truss
Truss Type'I JQty
Ply
1480 A 1 OX14 BLK NO HS
T24950903
2866845
H5
Diagonal Hip Girder
2
1
Job Reference (optional)
Builders FlrstSource (Plant city, I-L), Plant Glty, FL - 33557,
-1-10-10
1-10-10
1:3.43U S Jun z zuzl MI I eK Industnes, inc rrl AUg b UV:ZZ:4U ZUZI Pagel
ID:wOY7Ly.1 SwnFGv7x93_gXGezJF5?-tGpcBwezg2G1 MDEUBI?GvTksNUli5u294yuBr4ygcXD
7-0-14'
3-3-8
7-0-14 . .:
7-0-14. ..
Plate Offsets (X,Y)-- [2:0-2-11,0-0-3]
LOADING (pso
SPACING- 2-0-0
CSI.
'DEFL. in (loc)- I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL :1.25
TC 0.61
Vert(LL) 0.10. 4-7 >817 240
MT20 244/190
TCDL .7.0
Lumber DOL .1.25
BC. .0.51
Vert(CT)-0.19'. 4-7 >448 .180.
BCLL 0.0
Rep Stress Incir NO
WB 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC20201TPI2014
Matrix -MP
Weight: 25lb FT=20%:
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0=O oc purjins.
BOT CHORD 2x4 SP No.2 BOT CHORD :Rigid ceiling directly applied or10-0-0
oc bracing:.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=M.echanical
Max Horz 2=188(LC 8)
Max Uplift 3- 139(LC 8), 2=-217(LC 8)
Max Gram 3=151(LC 1), 2=279(LC1), 4=121(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown,
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24h; eave=4ft; Cat.
II; Exp C;.Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60.plate.grip DOL=1.60
2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any -other live loads.
;
4) *This truss has been designed for alive 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 100 lb uplift at joint(s) except Qt=lb)
3=139, 2=217.
7) Hanger(s) or other connection device(s) shall be provided. suffidient to support concentrated load(s) 40 lb down and 50 lb' up at
1-6-12, 40 lb down and 50 lb up at 1-6-12, and 6, lb down and 78 lb up at 4-4-12, and 6 lb down. and 78 lb up at 4-4-12 on top, chord
and 30 lb up at .1-6-12, 30 lb up at 1-6-12, and 7 lb down and 8 lb up at: 4-4-12, and 7 lb down and 8 lb up at 4-4-12 on bottom
chord.. The design/selection of such connection.device(s) is the responsibility of others.
8) In the LOAD CAS E(S).section, loads applied to the face of the truss are noted as,front (F) or back (B).
LOAD-CASE(S) Standard
1) Dead +.Roof Live'(balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3==54, 4-5=-20
Concentrated Loads (lb)'
Vert: 8=100(F=50; B=50) 9= 7(F=-3, B=-3) 10=33(F=16, B=16) 11=-13(F=-7, B='-7) :.
Joaquin Velez PE N6.68182
MiTek USA Inc FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7;2021
® WARNING -Verify design -parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE::
'
Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and�is foran individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall:
.
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing,
MOW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DSB-89 and SCSI Building Component
6904 Parke East Blvd. -
Salety,informationavailable from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job I
Truss
Truss Type I
Qty
Ply
1480 A 10X14 ELK NO HS
T24950904
2866845
H5P
Diagonal Hip Girder
2
1.
Job Reference (optional)
Builders rirstsource (man1 city, t-L), - Hiant Glty, rL - 33bbi, - - C.43U s Jun z zuzl mi I eK inousines, Inc. - rn Aug b UU:ZZ:41 ZUZI rage 1
ID:wOY7Lyl SwnFGv7x93—gXGezJF57-LSN_OGfcRLOuzNphlkW V RgH3ztBcgLIJJceiOXygcXC
1-10-10'3-9-6 7-0-14'
1-10.10 3.9.6 : 3-3-6
Scale =1:17.4
3
I� .
4.24 F12 .9
N
u)
N
8
2. ..
ST TP=
o-ta
7-0-14.
Plate Offsets (X,Y)-- [2:0-0-11,0-0-11"
LOADING (psf)
SPACING- 2-0-0
CSI.
DER. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.49"
Vert(LL) 0.20:. 4-7 >415 240
MT20 244/190.
TCDL .7.0
Lumber DOL 1.25
BC 0.34 .
Vert(CT). 0.17. 4-7 >486 180.
BCLL 0.0
Rep Stress Ind . - NO
WB 0.00 ..
Horz(CT) . -0.00, 3 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014 :
Matrix -MP
Weight: 25 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc.purlins.
BOT CHORD 2x4 SP. No.2 BOT CHORD :Rigid ceiling directly applied or.10-0-0
oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=188(LC 8)
Max Uplift 3'=-137(LC 8), 2=-268(LC 8),'4=-89(LC 5)
Max Grav 3=120(LC 1), 2=209(LC1), 4=97(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right.exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer:/ Project engineer responsible for verifying applied roof.live load shown covers rain loading requirements specific
to the use of this truss component.
3). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.:
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb)
3=137, 2=268.
7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 54 lb down and 72 lb up at
1-6-12, 54 lb down and 72 lb up at 1-6-12, and 2 lb down and 92 lb up at 4-4-12, and 2 lb down and 92 lb up at 4-4-12 on top chord
and 25 Ib down and 46 lb up at 1-6-12, 25 lb down and 46 lb up at 1-6-12, and 4 lb down and 12 Ib up at 4-4-12, and 4 lb down
and 12 lb up at 44-12 on bottom chord. The design/selection of such, connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 "
Uniform Loads (plo
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 8=145(F=72, B=72) 9=38(F=19, B=19).10=49(F=25, B=25) 11=3(F=2, B=2),
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Paake East Blvd. Tampa FL 33610
Date:
ugust 7,2021
.... ... .... ...... .. ...
Q WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
_Design valid for use only with MiTek® connectors. This design Is based only. upon parameters shown, and'Is for an individual building component, not
a truss system. Before use, the building designer must verify. the applicability of design parameters and propedyincorporate this design into the overall
"
building design. Bracing indicated is to prevent buckling of individual truss web,andlor chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the
tabticatlon, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East BlOd:
Safety. Information. available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610.
Job
Truss
Truss Type t
Oty
Ply
80 A 1,OX14.BLK NO HS
T24950905
Tjob
2866645
H7
Diagonal Hip Girder
2
Reference (optional)
t:runaers rlrslaource trtani city, rL/, riani ury, rL- oc001, o.yau uwi «u< n„ �n
I D:w0Y7Lyl SwnFGv7x93-gXGezJF57-pfxMccgECfW lbXOtJS2k_upCVHOZZhESXGN FwzygcXB
1-10-10 4 8 0 . . . .. 9'10=13 ..
4-8-0 . 5.2.13
Scale=1:22.7
r. _� dM
,— 3x4=
4-8-0
4-8-0
9.10-13 _
5.2-13
Plate Offsets (X Y)--
[2:0-2-11 0-0-3]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES : GRIP
TCLL ... 20.0
Plate Grip DOL
1.25
TIC . 0.63' .
Vert(LL)
-0.05
6-7
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC. 0.62
Vert(CT)
-0.12
. 6-7
>999
.180.
BCLL 0.0
Rep Stress [nor
NO
WB 0.40
Horz(CT)
0.01
5
n/a
.. n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-MSH
Weight-. 43 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc.puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.9-0-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=241(LC 8)
Max Uplift 4=-159(LC 8), 2=-276(LC 8), 5=-104(LC 8)
Max.Grav 4=156(LC 1), 2=412(LC1), 5=291(LC 3)
FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (Ib) or less except when shown. '
TOP CHORD 2-3=-724/299
BOT CHORD 2-7=899/691, 6-7=-393/691
WEBS 3 7=0/281, 3-6=-730/415
NOTES- ,;. ..
1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate,grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying appliedroof live load shown covers rain loading requirements specific
to the use of this truss component. -
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -
4) ` This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) except Qt=lb) '
4=159, 2=276; 5=104.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 50 lb up at
1-6-12, 40 lb down and 50.lb up at 1-6-12, 6 lb down and 78 lb up at 4-4-12, 6 lb down and 78 lb up at 4-4-12, and 46 lb down and
1251b up at 7-2-11, and 46 lb down and 125 lb up at 7-2-11 orf;top chord, and 30 Ib'up at 1-6-12, 30 lb up at 1-6-12, 7 lb down
and 8 lb up at 4-4-12, 7 lb down and 8 lb.up at' 4-4-12, and 35 lb down and 1 lb up at 7-2-11, and 35 lb down and 1 lb up at 7-2=11,
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss.are noted:as front (F) or back.(B).
LOAD:CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .
Uniform Loads (plf)
Joaquin Velez PE No.68182
Vert: 1-4=-54, 5-8=-20
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd. Tampa FL.33610 .
Date:
ugust 7;202
ontin ed on oaae 2
' A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE:.
Design valid for use only witfi MiTek® connectors. This design is based only upon parameters shown, and'is for an individual building component, not
..
a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional. temporary, and permanent bracing. ..
MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke -East Blvd_.
Safety Information. available from Truss Plate. lnstitute,'2670 Crain Highway, Suite 203 Waldorf, MD 20601 - - -
Tampa, FL 36610
Job
Truss
Truss Type
aty
P
1480 A 10X14 _BLK NO HS
'.ly
-T24950905
2866845
H7
Diagonal Hip Girder
2
1
Job Reference (optional)
A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE::.
Design valid for use only with MTek®connectorsibis ftigri Is based onfy upon parameters showri, and is for an individual building comporieri6 not.
a truss system. Before use, the building designer must verifjhe applicability of design parameters and bropedy.incorporate this design into the overall:
_
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary. and permanent bracing,
MiTW
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
. .
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see, , ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL:36610
Job
Truss
Truss Type *-
Qty
Ply
1480 A 10X14 BLK NO HS
T24950906
2866845
H9A
Diagonal Hip Girder
2
. 1
Job Reference (optional)
bUnaers t-ustbource (Fiam L;ny, t-L), mant L;ity, f-L - 33b6/, ts.43U s .lun z zuzl mi 1 eK Inousines, Inc. _ t-n Aug u UU:zZ:43 zun - rage i
ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-HrVkpyhszzecDgz3t9ZzX5Mllhlll7_cmw7oSPygcXA
1-10-10 4-5-8 5-11-1 12-2-5 12 -1
1-10-10 4-5-8 1-5-9 6-3-4 0- .12
9
4x4
2x4 11 Scale=1:27.7 .
.:4 5
4-5-8 5-11-1 , 12-2-11 1218-1
4-5-8 1 1-5-9 6.3-10 0-0-6-
Plate Offsets (X,Y)-- [2:0-5-3,0-0-10); [6:0-4-13,0=2-0)
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. in
floc) I/defl Ud
PLATES . GRIP
TCLL 20.0
Plate Grip:DOL 1.25
TC. 0.92 -
Vert(LL) 0.24
6-7 >605 240
MT20 244/190 .
TCDL .7.0
Lumber DOL 1.25
BC 0.65
Vert(CT) -0.32
6-7 >452 180
BCLL 0.0 '
Rep Stress Incr . NO
WB 0.50
Horz(CT) 0.03
6 n/a n/a
BCDL: 10.0
Code FBC2020[TP12014
Matrix-MSH
Weight: 54 lb FT = 20%.
LUMBER-
BRACING-
TOP CHORD. 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-8=9 ocpuffins.
BOT CHORD. 2x4 SP M 31
BOT CHORD
:Rigid ceiling directly applied or oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 3-6
REACTIONS. (size) 2=0-8-0, 6=Mechanical
Max Horz 2=286(LC 8)
Max Uplift 2=-356(LC 8), 6=-540(LC 8)
Max Grav 2=654(LC 1), 6=866(LC 1)
FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-2113/996 '
BOT CHORD 2-7=-1126/1995, 6-7=-1149/2026
WEBS 3-7=0/413, 3-6=-1970/1126
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. .
3) This truss has been designed for a 10.0 p6f bottom chord live load nonconeurrent 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 girders) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=356, 6=540.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concehtrated Ipad(s) 40 lb down and 26 lb up at
1-6-12; 40 lb down and 26 lb up at 1-6-12, 11 lb down and 80 lb up at 4-4-12;11 lb down and 80 lb up at' 474-12, 60 lb down and
135 lb up at 7-2-11, 60 lb down and 135 lb up at 7-2-11, and 42 lb down and 109 lb up at 10-0-10, and 42 lb down and 109 lb up at
10-0-10 on top chord, and 30 lb up at 1-6-12, 30:Ib up at 1-6-12, .10 Ito down and 7 lb up at 4-4-12; 10'lb down and 7 lb up at
4-4-12, 48 Ib down at 7-2-11, 48:Ib down at 7-2-11; and 134 Ib down and 96 Ib up at 10-0-10; and 134 Ib down and 96 Ib up at
10-0-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead +Roof Live'(balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-5=-14, 6-8=-20
;ontinued on oaae 2
Joaquin Velez PE No.69182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7;2021
Q WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.:.
Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall;
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing.
MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTP11 Quality Criteria; DSB-89 and BCSI Building Component.
6904 Parke East Blvd.
Safety, Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL .36610
Job
Truss
Truss Type + y
Qty
Ply
1480 A 1OX14 BLK NO HS
.. ' T24950906
2866845
H9A
Diagonal Hip Girder
2
1.
Job Reference (optional)
A WARNING - Verify designparameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE::
Design valid for use only with MiTek® connectors. This design is, based only upon parameters shown, and Is for an individual building component, not.
��
a truss system. Before use, the building designer must vedfy_the applicability of design parameters and propedy incorporate this design Into the overall.
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional. temporary and permanent bracing, _
MiTek'
Is always required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component ..
6904 Parke East Blvd,
Safety Information. available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type + C A '
Qty
Ply
1480 A 1 OX14 BLK NO HS
T24950907
2866845
Pot
Hip Truss
1
1
Job Reference (optional)
bUllaerS rlrsiJource trlant ldiy, r-L), . riam l,ny, rL - JJOor, 0.4Ju S Jun 4 NC 1 wli i art a iuuauiaa, um. ru nuy o Jo.cc.Yti ��� • �cyo
ID:wOY7Lyl SwnFGv7x93_gXGezJF5?-113701hUkGmTggYGQi4C3Jvb357W 1 gRl?asM?sygcX9
1.4-0 5.0.0 9-0.0 14-0-0 15-4-0
1-4-0 4-0-0 5.0-0
Scale = 1:27.1
l
4x6.— 46 =
3 ' 15 16 17 4
3x4 = anti i -e i Jx4 —
5-0-0 9.0.0 14-0-0
5-0-0 4.0-0 5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc), I/defl ' Ud PLATESGRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.16 7--14 >999=- 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.26 BC 0.46 Vert(CT), 0.14 7-14 >999 180
BCLL 0.0' ' Rep Stress Incr . NO W B . 0.10 Horz(CT) -0.02. 5 n/a n/a .
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 55 lb FT = 20 %
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP. CHORD Structural wood sheathing directly applied or 5-175 oc pudins.
BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied.or 5-10-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 5=0-4-0
Max Horz 2=118(LC, 7)
Max Uplift 2=-813(l_C 8), 5= 830(LC 8)'
Max'Grav 2=737(LC 1), 5=753(LC 1)
FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown..
TOP CHORD 2-3— 1140/1206, 3-4=-983/1146, 4-5=-1144/1210.
BOT CHORD 2-8=-949/973, 7-8='-962/983, 5-7=-951/975 .
WEBS 3-8=-267/271, 4-7=-194/258
NOTES p.
-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5,Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60.plate grip" DOL=1.60
3) Building. Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and: any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=813, 5=830.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 125 lb up at
5-0-0, and 46 lb down and,125 lb up at 7-0-0, and 159 lb down. and 296 lb up at 9-070 on top chord, and 66 lb down and 88 Ib up at
-.' 5-0-0, and 35 lb down and'42 lb tip at 7-0-0, and 66 lb'down arid 88 lb up at 8-11-4 on bottom chord. The desigb/selectiori of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss'are noted as front (F) or back'(B), '
LOAD:CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (p1.0 .
Vert: 1-3— 54, 3-4=-54, 4-6= 54, 9-12= 20
Concentrated Loads (lb) "
Joaquin Velez PE No 66162
MiTek USA, Inc. FL Cert 6634
Vert: 3=-46(F) 4=-103(F) 8=-46(F) 7= 46(F).16=-46(F) .18= 24(F)
6904 Parke East Blvd. Tampa FL 33610
Date:
Augus
t 7;2021
0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MIJ-7473 rev. 5/19/2020 BEFORE USE.'.
Design valid for use only with: MITek® connectors. This design is based only upon parameters shown, and is for An individual building component, not
a truss system. Before use, the building designer must verity_the applicability of design parameters and prope'dy Incorporate this design Into the overall:
building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. Additional. temporary and permanent bracing,
MiTek' •
Is alwaysrequiredfor stability and to prevent collapse,wlth possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria; DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sefety.Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... ...
Tampa, FL .36610
Job
Truss
Truss Type R ` {~,
Qty
Ply
1480 A 10Xt4 BILK NO HS
T24950908
2866845
P02
Common Truss
2
1
Job Reference (optional)
CunclerS mrstboufce (Plant Gny, rL), mani Gny, rL - J6*01, 0.4:JU s uUn ie ZUZ I MI I eK Inuusinys, Inc.. rn Hug o utl:ZC.90 eue I : rage I
ID:wOY7Ly1SwnFGv7x93_gXGe7,JF.5?-iQAtRJkGuOA46ieYl6g8k_vzupAVac2SuLT3kygcX7
1-4-0 7-0.0 14-0-0 15-4-0
1-4-0 7-0-0 7-0.0 ' 0
Scale = 1:26.9 .
4x6
3
-0
3x4 = ... zxv 11 .. 3x4 =
700 14-00
7-0-0 7-0-0
Plate Offsets (X,Y)-- [2:0-1-0,Edge], [4:0-1-O',Edge] --- --
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc) .
I/deft
Ud
TCLL 20.0
Plate Grip.DOL
:1.25
TC.. 0.54.
Verf(LL)
0.17
6-9
>999
240
TCDL .. 7.0-
Lumber DOL
.1.25
BC ' 0.51 .
Vert(CT)
-b.14;
6-12
>999
180
BCLL .. 0.0. '
Rep Stress Incr .
YES
W B . 0.12 .
Horz(CT)
0.01
4
n/a
h/a
PLATES GRIP
MT20 244/190
BCDL. 10.0 Code FBC202OfTP]2014 ; Matrix-MSH Wpight:'54lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 5-6-13 oc pudins.
BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.8-2-7 oc bracing. .
WEBS 2x4SPNo.3
REACTIONS. (size). 2=0-4-0, 4=0-4-0
Max Horz 2=154(LC 9)
Max Uplift 2=-615(LC 10), 4=-615(LC 10)
Max Grav 2=590(LC 1), 4=590(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-729/678, 3-4= 729/678
BOT CHORD 2-6=-444/586, 4-6=-444/586
WEBS 3-6=-285/323
NOTES-
1), Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(?) zone; porch left and right exposed;C-C'for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible formerifying applied roof live load shown covers rain loading requirements specific
to -the use of this truss component.
4) This truss has been designed fora 10.0 psf bottom chord,live load nonconcurrent with any other live loads.
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 100 lb uplift at joint(s) except Qt=lb).
2=615, 4=615.
Joaquin Velez PE N6.66162
MiTek USA, Inc. FL Cert 6634
6904 Patke East Blvd. Tampa FL 33610
Date:
August 7;2021
... I I . .. . ..
I.
© WARNING - Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.'.
_ . .
Design valid for use only with MiTek® oennectors. This design Is based. only upon parameters shown, and is for an individual building component, not
MF
a truss system. Before use, the building designer must verify,the applicability of design parameters and propedy.lncorporate this design into the overall
.
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord, members only. Addition al. temporary, and perm anent bracing
MITek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general, guidance fegarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TP11 Quality Criteria; DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Salety.Intormation available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..
Tampa, FL 36610.
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
Center:plate on jointunless x, y " " i ensions hown in.ft-in-s xteenths FallUre tofollow .COUICI C rOp2ity
6 4.8 . dimensions s i ause.P
4 offsets are indicated. (Drawings not to scale) Damage or PersOrlal Injury
Dimensions are in ft-in-sixteenths.. 1.: Additional stability bracing for truss system; e.g.
Apply plates to both sides of truss 1 2 3 " diagonal or X-bracing, is always required. See BCSI.
and fully embed teeth:
TOP CHORDS 2. Truss bracing must:be designed bran engineer. For
c1-2 c2a wide truss spacing, individual lateral braces themselves
may require bracing; or alternativeTor I
O
WEBS c 4 - bracing should be considered.
M m .. O..
' O �, N 3. Never exceed the design loading shown and never
O stack materials on inadequately braced trusses.
U .. N U
0_ c 4: Provide copies of this truss design to the building
d
For 4 X 2 orientation, locate ~ " c7=8 c6a CS-6 " all otherri interested ed partieslsor, p an
„; BOTTOM CHORDS Pro erty owner
Plates 0 pis from outside 5. 'Cut members to bear tightly against each other.
. edge of truss. 8 7 6.. ... 5 .... .
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI i.
required direction of slots in AROUND THE TRUSS STARTING ATTHE JOINTFARTHEST TO 7. Design assumes trusses will be suitably protected from
connector plates. T. "'the environment in accord. with ANSI/TPI 1:
THE•LEF
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. 8. • Unless otherwise noted, moisture content of.lumber
Plate location details available in MiTek 20/20 NUMBERS/LETTERS. shall not exceed 1 s i at time of fabrication:. .
software or upon request.
9. Unless expressly noted, this design is not applicable for
PRODUCT CODE APPROVALS use with fire retardant; preservativeareated, or green lumber..:
PLATE SIZE
ICC-ES Reports: 10. Camber is a non-structural consideration and is the .
The first dimension is the plate responsibility of truss fabricator.. General practice is:to
width measured perpendicular ESR-131.1, ESR-1352, ESR198.8
camber for dead'load deflection:
X to slots.. Second' dimension is -- ER-3907, ESR-2362, ESR-1397, ESR-3282
the length parallel t0 slots. Pate size, orientation a d I cation dim sion .. 11.: I type ti n o en ' s
g p indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
LATERAL BRACING LOCATION in all respects, equal to or better than that
speci
fied
..ed:'
Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the . 13. Top chords must be sheathed or,puriins provided at
by text in the bracing section of the truss unless otherwise shown. spacing indicated on design.
output.. Use T or I bracing 14. Bottom chords require lateral bracing at 10 ft. spacing,
if indicated. Lumber_ design values are in accordance.with ANSI/TPI 1 or less; if no ceiling is installed, unless otherwise noted.
sectio.ri 6.3 These truss designs rely. on.lumber values
BEARING _ established by Others. 15. Connections not shown are the responsibility of others:' .
16. Do not cut or alter truss member or plate without prior
Indicates location where bearings .: approval.of an engineer.
(supports) occur. Icons vary but. " © 2012 MiTekO All Rights Reserved
reaction section indicates joint 17. Install and load vertically unless indicated otherwise.
number Where bearings occur. 18. Use of green or treated lumber. may pose unacceptable
Min size shown is for crushing only. �� environmental, health or performance risks. Consult with
project engineer before use.
Industry, Standards.:
19. Review all portions of this design (front, back, words
and pictures) before use Reviewing p es alone
ANSI/TP11: National'Desi n S ecification.for Metal pi ur fo in ictur
9 p. is not sufficient.
Plate .Connected Wood Truss.Construction.
DSB-89: Design Standard for. Bracing. ® 20. Design assumes manufacture. in accordance with
BCS_ I: Building Component Safety Information,' ANSI/TPI. 1 Quality Criteria.
Guide to Good PraCtlCe,fOr, Handling, MiTek 21.The design does not take into account any dynamic
Installing & Bracing of Metal Plate or other loads other than those expressly stated.
Connected Wood Trusses.. MiTek Engineering Reference Sheet: MII-7473 rev..5/19/2020