HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSl/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
r�„`,tl��Ir•Ir• ������
MiTek® BY
RE: 40_1400_B_2CAR - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
'Customer Info: Wade Jurney Project Name: 40_1400_B Model: 40 1400_B Tampa, FL 336104115
Lot/Block: XX Subdivision XX—
Address:
City: XX State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Lifbign Code: FBC20171TPI2014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 25 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
Truss Name
Date
No.
.Seal#
Truss Name
Date _
�1
T13151729
Al
216/18
118
1 T13151746
1 H3A
216/18
2
T13151730
A2
1216118
119
IT13151747
H4
216/18
3
T13151731
A3
1216118
120
T13151748
1 H5
1216118
14
IT131517321CA
1216118
121
�T13151749
1216/18 I
15
IT13161733
ICJ3
1216118
122
IT13151750IHJ2
%
12/6/18
6
T13151734
CJ5
2/6M8
123
T13151751
I HJ3
2/6/18
7
IT13151735
I EJ2
2/6/18
24
T13151752
T1
2/6/18
8
T13151736
EA
YOM8
25
T13151753
T2
2/6118
9
IT13151737
I ER
2/6118
1
I10
I T13161738
I GR1
12/6/18
I11
12
I T13161739
IT13151740
I GR2
IGR3
12/6118
216/18
13
IT13151741
JHI
2/6118
14
IT13151742
JHIA
216/18
15
IT13151743
IH2
216/18
16
T13151744
H2A
216118
17
T13151745
IH3
2/6118
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Builders FirstSource - Plant City.
Truss Design Engineer's Name: Finn, Walter
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified andthat the
designs comply with ANSUTPI 1. These designs are based upon parameters
.designs
(e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any pro act specific information included is for MTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
'parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSUTPI 1, Chapter 2.
RECEI W
MAY 31 2019
ST. Lucie County, Permitting
'C G
SR P
E.N r iYti ��i
SF
�839
v:90: STATE OF � :�
4OR��P���`�
Walter P. Bnn PE No22839
MiTek USA, Inc. FL Cart 6634
6904 Paden East Blvd. Tampa FL 33610
Dare;
Finn, Walter I of 1
6,2018
Truss������Jb
Truss
T13151729
�(,ptmnl
F4008_ 2CAR
Al
Builders FirstSource, Plant City, FL 33566
e
Zulu
.--l.ao 6-7-7
�1
4.00 12
5x6 =
6
5-9-11 6.7.7
3x4 = 4x6 = axe = 4a6 = 3x4 =
Scale=1,61.7
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCOL 10.0
SPACING- %0
Plate Grip DOL 1.25
Lumber DOL 1.26
Rep Stress Incr YES
Code FBC20177rP12014
CSI.
TC 0.77
BC 0.82
WB 0.76
Matrix-SH
DEFL in (too) Well L/d
Vert(LL) 0.30 14 >999 240
Vert(CT) -0.5514-16 >782 180
Horz(CT) 0.15 10 nta Na
PLATES GRIP
MT20 2441190
Weight. 169 to FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc puriins
BOT CHORD 2x4 SP No.1 *Except*
BOT CHORD
Rigid ceiling directly applied or 4-" oc bracing.
13-15: 2x4 SP No.2
WEBS 20 SP No.3
REACTIONS. (m/size) 2=1400/03-0, 10=1400103-8
Max Hoe 2=116(LC 16)
Max Uplift 2=644(LC 8). 10=-644(LC 9)
FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less emiat when shaven.
TOP CHORD 23=34352237, 3-5=3119/2010, 5fi=2169/1516, 6-7=2169/1516, 79=3119I2010,
9.10=34352237
BOT CHORD 2-16=200213211,14-16-15732621,12-14=15922621, 10-12=198=211
WEBS 6-14=62911048, 7-14=770/623; 7-12=-2391550, 9-12=3781417, 5-14=770/623,
5-16=239/550, 3-16=-378/417
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pst, BCOL=3.0psU. h=15rk Cat 11; Exp C; End.,
``\\\\ e e 112/f�,�
GCpi�.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 5-". Intenor(1) 5-0-0 to 18-2-12, Exteribr(2)18-2-12 to 24-0-7 zone;
`�� jen P.
�/�/ �i
cantilever left and right exposed; end vertical left and right exposed;C-C for members and faces & MWFRS for reactions shown;
�� `p.V . • • • • • •
v ��GE NS �•• ��i
Lumber DOL=1.60 plate grip DOL=1.60
3) This buss has been designed fora 10.0 psf bottom chord live load nuncencurrentvdth any other live loads.
��� •
�� �' F �'• ��
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3S" tall by 2-0-0 wide
No 22839 •;
well fit between the bottom chord and any other members.
. * �� �- C
5) Provide mechanical conneclion (by others) of truss to beating plate capable of withstanding 100 It, uplift atjoint(s) except Ct=lb)
2=644, 10=644.
•<OR1QP���`�
•,�5'S��IVA� E�%
.
Walter P. Rnn PE No.22839
`
MITek USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa FL33610
Date:
February6,2018
AWARM Vedfytlearge pmeme o,r READ Nor an armsANB mcLuom aarERREFERERCEpABEMp74r3rw. 1"341015 BEPoREUSE
Design vaad braae oolyvdm MReWcomedars. TNa design h based only appil garamekrsshuen antis branlrdiviYW auidm2..1gom 4not �•
a ln=syslem Bebra use, me on" tl Vw mustveM7me WpUca" otdeslgn parenxtemand popmyincemomte modmign Inb me werall
lt,"Mdeslgn. luachgmdmatedb to prevent eatldug of mdivWuel6uss vmbpW«dmdmmiEers«A/. AAdlimal tempomrY pnd Vennanent Madn9 MiTek'
kaxyayste0almtlr«stedeN and lg prwentmgapse vNh pvasida personal lnFaY aad pmWNdamapo. F«gnr,erelgud«xerelPrdm9 me
fa8riea5m,storege. tletivery, arectbn arM 6rednp otlmssee eM wsa syslerm.see IWSUIP11 auaRNCrIM1a, 0.5BA9 and BC51 Bu0d1ry Compenonl Tempat, SeaFast
eafaN Inbrtnatlen evaaaue M1om Tmss Plate mstiWte. 218 N. Lae Seeel Suae 312 P1eieMde. VA 22314. .n FL 3661ll0
Job
Truss
Truss Type
Oty
Ply
T13151730
40_1400 B 2CAR
A2
Common
1
1
Job efere ce o lional
emmers mrstbource, rlanl uty, rL 33Dbb
8.13U S Sep 1b ZU17 MITBK Indusmes, Ine. 1 ue FOD S DB:Ue:D4 2ula
ID:aUnBFG710DngGdWvpXLGZagRJj-680aL J_1GKKFAwDoryYlMn4x7SpHiblys7kN
US =
d
7-9-12
Scale =1:28A
3x4 � US =
7
3x4 =
6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) Udell Lld
PLATES
GRIP
TCLL 20.0
Plate Gnp DOL
1.25
TC
0.68
Vert(LL) -0.12
2S >88, 240
MT20
2441190
TCDL 7.0
Lumber DOL
125
BC
0.83
Vert(CT) -0.24
2-8 -430 180
BCLL 0.0
Rep Stress Ina
YES
WB
0.16
Horz(CT) 0.00
8 nta n1a
BCDL 10.0
Code FBC2017rMI2014
MatrixSH
Weight 651b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2k4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 64-0
oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0oc bracing.
WEBS 2x4 SP No.3
WEDGE
Right 2x6 SP No.2
REACTIONS. All bearings 11-9-8 except Qt-length) 5=33, 6=033.
(lb) - Max Ho¢ 2=64(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 2=185(LC 8), 8=269(LC 8)
Max Grav All reactons 250 lb orless aljoinl(s) 5, 6 except 2=308(LC 23), 8=653(LC 1)
FORCES. Qb) -Max. GompJMax. Ten. - All forces 250 Qb) or less exceptwhen shown.
TOP CHORD 23=2951306
BOTCHORD 23=-2341260
WEBS 3-8=-4221462,4-8=3911428
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=42psf, BCDL=3.Opsf; h=15fk Cat. II; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -l-M to S.".Interior(1) 504) to B-64, Extedor(2) B-64 to 14-64 zone;
Cantilever left and right exposed; end vertical left and right exposedr C for members and fames 8 MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 pat bottom chord live load nunconcument 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) Provide mechanical Connection (by others) of buss to bearing plate Capable of withstanding 100 Ib uplift atjoint(s) 5, 6 except Qt=lb)
2=185,8=269..
]o
JIER P.
i
No 22839
OF •':
Walter P. Rnn PE No22839
MfTek USA, Ina R. Cart 6634
69N Padm East Blvd. Tampa FL 33610
Date:
February 6,2018
QWARNING- VM&~9n0mmetmand READ NOTES ON InGS AND MCWDIDWTEX REFERENCE PAGEMbTdTaher. 1e9.ValfSSEFORE USE.
Desgnwid form "Man MRekWwnnectan. TNsdesgnis Wa daeyupmlPehamatemsMan, end is faren infvgael Wrdilp mmpnent not
��
a mas system. Betbm use, ma Wadbp desgner must waitrtlp eDNxalxllb ordes� paremekhsantl pepaM Ncommete Ws dedgn Nm Ma overea
buMmadeMP. BmdhN Indicated ale PrewMbucldeq of bMidMelWm WeSehIdIC(dlVdmenlbers mdy. Additional tehlmwery eM permarwntbmtlhp
MiTek'
b eAvays tequeed for sieNatYeM la Dhevenl oaOeDsa WhDass3b Dmsonel InkxY andpWaMdawpe. FinaenamlDnw heoaN'uq th
Atlan.stodelivery,•MbheWpDl Atrausasystmre.sea II WaIMCdtoda, DSBA9 end SCSI BUId1nB Compmnl
Sops Pmke FmtDlvd.
8d-tNInrohm3W- aaade".TMssPaeIne.218N.LeStS31;AemA.VA2211d.
Tamp. FL 36610
obTruss
[40_I4gg_El_2CA�R
]Tmss
�Ql,Ply
A3
1
Job Relerence (optional)
Scale-1:28.4
Build" FirslSoume, Plant City, FL 33566 8.130 s Sep 15 2017 Mrrek Industries, Inc. Tue Feb 6 09:09:55 2018 -Page 1
ID:aUnBFG710DngGBWvpxLGZ=qRJJaLyZKKcoaSbtKVPMYUnIZKFIPmjO71 BBWIIviznvGW
8-64 k 1844 _
- `7-0-0 + d8-0 ~ 3.104 7-9-12
46 =
li
20 Q
LOADING (pst)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber COL 125
Rep Stress Ina YES
Code FBC2017/rP12014
CSI.
TC 0.67
BC 0.98
WB 0.27
MabuSH
DEFL, in
Vert(LL) 0.06
Vert(CT) -0.08
Horz(CT) 0.01
(loc) Well Lid
5-0 >904 240
2S >999 180
6 me rda
PLATES GRIP
MT20 244/190
Weight: 69 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 20 SP No.2
TOP CHORD
Sbuctoral wood sheathing directly applied or 64)-0 cc puriins.
BOT CHORD 2x4 SP N0.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 cc bracing.
WEBS 2x4 SP No.3
WEDGE
Right 2x6 SP No.2
REACTIONS. (lb/size) 2=4811035, 5=118103-8, 6=650N3A
Max Horz 2=64(LC 12)
Max Uplift 2=269(LC 8), "2(LC 13), 6=229(LC 8)
Max Gmv 2=481(LC 1), 5=155(LC 24), 6=650(LC 1)
FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (to) or less except when shown.
TOP CHORD 23=-8061692, 3�4=E77f550, 4S=12B265
BOTCHORD 2-8=-5961726,6A=2371347
WEBS 3-8=-262f316,43=200/Wl.4-6=7041618
NOTES-
1) Unbalanced roof live toads have been considered for this design.
2) to
a�
and-M t 55-M, IIntight G ri) 5bers 88�, Exte 6 zone;
to
-C Extical
wz
GCP--0.18
V1 V_R 'p r Fr .
leftMWFRS d right(envelope)
IeOran)d nd forces & FRS reactions shovm;,�`.%!`
Lumber DOL=1.60 DOL=1.60
�� G E N S- . �P
plat grip
3) This truss has been designed for 10.0 bottom chord live load nonconcunent with any other live loads.
V ••'v\
a psf
4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas Where a rectangle 3-" tall by 2-0-0 wide
= No 22839 •�
will fit between the bottom chord and any other members.
* �'
5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Qt-lb)
2=269, 6=229.
OF
��i CC• O R 1 �. \
��•
E?C��.
SS1ONA1111
�
Walter P. Rnn PE No.22839
"
Mirek USA, Inc. FL Ceft 6631
69N Pal Fast Blvd. Tampa FL 33810
Date:
February 6,2018
AWARNMO •VaellFhalgnpenmahm and Reoe NOTES ON7NISANDINCWDED NIIEK REFERENCEPAOEN(F747arev. to=70r5 BEFORE OEM
0esirvand tar use onlyw MRekWmmieMs. Ttdsdesipn K based mdy upon parameters sham, a Isloran MdMEual WMW eompwent not
��•
a buss systom. Betom use, the WddUp designs mustvedy tlroepp4®Nfy W de0pn p uMnetm and VOpery h =-,xxateWa desgn Into Me overall
7
Widnpda3l9n.&ecbp lrMicatatlhmPiavenl Wddrg of MdividuN buss web andfmcWNmembarsanN Atldieonaltompaaryan0 parmemmbmWp
WeK
b aewari reaubetl far stehtiry end m pmventaiapse wsM possSb personal inNy aM PopeANSMr pe. For Me
y Critaft, Wca 13 andxg
N6oWnl,stamps.delivery.fmmreMbmWgofb.215MMwsysLS sae IINSVTPI1 WaIM Cdteda, 0.5BA9 en0 BCSIBulltllnp Component
EostBMl.
Salary Inrormetbn awpade Ram buss pate Msatula.21B N. tee Sbeet 8uae 312. Naxentlde, VA22314.
Tampa.M1e
Tempo. FL 36610
pe
Oty
Ply
�4CL_1�400�B_2CA�
�CMJ15s��C�,-,,Jdka
T13151732
10
1
Ja�P�ef,,=, tional
Builders FirstSource, Plant City, FL 33566
8.130 s Sep 15 2017 MTek
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.26 • TC 0.10
TCDL 7.0 Lumber DOL 1.25 BC 0.03
BCLL 0.0 Rep Stress Ina YES WB 0.00
-BCDL 10.0 Code FBC20177rPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP Nm2
BOT CHORD 2k4 SP No.3
REACTIONS. Ob/size) 3=41Mechanical,2=12110-3-8,4=10/MechanimI
Max Ho¢ 2=40(LC 8)
Max Uplift 3=5(LC 13), 2=135(LC 8), 4=13(LC8)
Max Grant 3=16(LC 8), 2=121(LC 1), 4=19(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
DEFL in Qoc) Vdefl Ud
Vert(LL) 0.00 2 -999 240
Vert(CT) -0.00 2 >999 180
Hoa(CT) -0.00 3 n/a WE
Scale =1:6.1
PLATES GRIP
MT20 2441190
Weight 5lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or I-M oc pudins.
BOT CHORD Rigid ceeing directly applied or 10-" 0o bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh 13CDL=3Apsf, h=15ft; Cat 11; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C Eldenor(2) zone; cantilever left and right exposed; end vertical left and right exposed;
porch left exposed;G-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60
2) This Was has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jtAb)
2=135.
,%%%J11111111/1j'#I
�`�` ER F F� ���i
No 22839 � r
��: tR OF •'4v�:
�.
Oo`S'S
Walter P. ROn PE No.22839
MTek USA, Inc. R. Cert 6634
699 Parke East Blvd. Tampa R.33510
Date:
February 6,2018
A wARMG-VeRy dvlgn parameeme ano READ NOTES ON THIS ANOINMOED EATEN REFERENCE PAGE No-7411. 10=015 EEPORE USE
r
DdGnvaW Toms O*d ldff ® nnsc Ihs design Isb anlyuppnl;UMVn m Shwm, Ml¢faren edVdual Widet)=Vp 't not
�■
e truss syMxm. Setae..rrebuedmg designs mast,Ny Ne appliabiib of design parameters and propedylnpprpaeta eds design Inban oveeev
■
bakfigdasign Soaring'egimtad¢to pmveN WdGngofNtlivNwl bussweb mtllmdwrd mambersoM/. AtlditNnal tempamyaM pamasntdatlrq
Wek-
bala'aYSINu'vM lorsteoaryaWto Pmvenlcmaor pasvUbsssptelinNr/entl properlytl rt9 the
Cneula, DEce
dS
ANsmPZ2314. Cdter1a, 0.5BA9 end SG4t Sugdlsg Camponant
M111 Quality
SeGCpvke FeslBNd.
Saletty InMmmBondelivery. NMTmMpreraipo/trusseseMWsssystSu,, 31
aaforylnfaematbn avagebb from Tmv Plata b�s1WM, 2te N.lee Speel, Euih 3lt Alewkde, VA 22314.
Tempe. R 36610
Truss
Truss Type
Oty
Ply
T13151733
1400 B 2CAR
r4O
CM
Comer Jack
6
1
_7
Job Reference o tional
MJu 5 Be0 10 zu1 r MI
Builders YlRlSource, Plant City, FL 33566
1-"
Seale -1:9A
LOADING (par)
SPACING- 2-"
CS].
DEFL
in
(loc)
Odell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.14
Vert(LL)
-0.00
24
>999
240
MT20
2441190
TCDL 70
Lumber DOL 1.25
BC 0.09
Vert(CT)
-0.01
2-4
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
3
We
We
BCDL 10.0
Code FBC20171TP12014
Matrix-P
Weight: ll Ib
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=63/Mechanical,2=178/038,4=28/Mmhanical
Max Horz 2=72(LC 8)
Max Uplift 3=58(LC 12), 2=130(LC 8)
Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3)
FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (lb) or lessexceptwhen shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oo put ins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES.
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst, BCDL=3.0psf; h=15$ Cat II; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and dght exposed ; end vertical left and right exposed;C-C
for members and forces 8 MWFRS for reactions shov n; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chard live load nonconcumant with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for buss to buss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3 except (jt=lb)
2=130.
,,1111111111(1j�,,
�JOP\'�..R .. P. F/�l!
pENg
No 22839
*; t*
=N: :�-
OF • •�
%
ONAI- . �``•
Waiter P. Rnn PE No.22839
MITek USA, Inc. R. Cart 6634
69M Parke East Blvd. Tampa FL 33610
Data:
February 6,2018
AWARNING-Vmftird rgnpemmerersand READ NOTES ON TINSRND INCLUDED N REFERENCEPAGEMQ7473 rev. 1"=0156EFOREUSE
Deslgnvaed drusaa*wiT MTek®omnttlas. TNs 4esgn 6 based"upan paramaMa sh .and lsibrm in vdual 1xidvgm nenl not
pbusssyOdu. Be use, die bueeNg de5ignermust veriNNgappEcabSry areesign panmmterswd properly Mmpmete Uii, 0esgn Into rue wem0
bWOmgr pn.Brei giMi�atatlivmprevemWtldingarNNvidual0ussviebasWvclgr0membersaNyMGtionYtanpmayaMpenneneMbradng
WOW
is always reauiretltars[eGey erdmpreventmeapsewah Pussibl0 persmal4jury aria pr0peMSIMga. FmxgyenCedrall re
B
nm eeevery,emocoonantlbrsWn9 oltrsssyslmm.sea ft VdiaaA
arid CN5ra Building CompOrrent
Too1BN4
SafttylMfluma[on available Dm Tmssplae Institute. Zia N.LLStreet Sine 312. Neadfia.V42Z314.
Tmnpa. R 36610.
Job
Truss
Truss Type
Oty
T13151734
�RWlw
40 1400 B 2CAR
CJ5
Comer Jack
d
Builders FlrstSource, Plant City, FL 33566
I
314 =
8.130 s Sep 15 2017 MTek Industries, Inc. Too Feb 6 09:09:57 2018 Page 1
ID:aUnBFG710DngG4WvpXLGZmgRJj-Wj6)_OLsKBIJ6etoTzWFN PdHDd7U5mTegEO vanvGu
5-0-0
6-0-0
SoVe=1:12.7
LOADING (pat)
SPACING- 2-M
CS],
DEFL. in
(loc) Vde0 Lid
PLATES GRIP
TCLL 20.0
Plate Grp DOL 1.25
TC 0.54
Vert(LL) -0.03
24 >999 240
M120 2441190
TCDL 7.0
Lumber DOL 1.25
BC 028
Vert(CT) -0.06
2-4 -909 180
BCLL 0.0 '
Rep Stress [nor YES
WB 0.00
Horz(CT) -0.00
3 Na his
BCDL 10.0
Code FBC2017rTP12014
Matrix-P
Weight 17 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-0.0 oo pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid wiling directly applied or 104-0 oc bracing.
REACTIONS. (Ib/size) 3=122IMechanical, 2=247103-8, 4=48M1edianical
Max Horz 2=105(LC 8)
Max Uplift 3=108(LC 12), 2=153(LC 8)
Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=3.10ps% h=15ft; Cat II; Exic C; End.,
GCpt=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;CC
for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 Pat bottom chord We load nonconcurtent with any other live loads.
3) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b)
3=108,2=153.
�� S�'.��GENSF'2,'•.
No 22839 ' � r
1y r
Water P. Finn PE No.22839
Mifak NSA, Inc. FL Cert 6634
6904 Paden East Blvd. Tampa FL 33610
Date:
February 6,2018
AwARNPlG-VM(ydy and RFADs darIXR bur.ng
Osbaw ANOcron
corooeEFOREGSE
.andCEGAGEYIH4r3
Wth MffeOren
MTek®rmnegMrnasIdesignteasedoMyupmsignpatenstorm.endblurenarcerateiisdJmntothe rot
d.Ig P
VegdM usage
a buss system. eetpa use. Nebagdmg designer mustvad7 maapgiramTM older paremekrsand piopery bxYpamb UJs daslgn Into be .,all
a truss Use.
buedn9 deszJn. Bmcbq'aMinteebtp gevenlWdfug gf hdivBual buss>rCE erdlm NprE menibasaNy. AdGemel tempYery antl permarcntdadng
MiTek'
Na
h YaaYs mgu'vedMYaWiry antl lopmventaa0apsewM posPbb RreYOl baraYend Orape"SUVA e. Fenn lgultlo5Is89a
Ybetyinfsadicrt daGvay,ertceon and NarLlg oftrusseaeMtrusa systems.sea AN]U1PI1 Ouailry Criteria, OSa89 end BCSl Bun" Compomnt
and
d
690pe.
Salary Nfomulione latle both Tuv Plata NsbLRe, 218 N.Isa Stn!alauxa ]12. AIemMda. VA22314.
Tampa. FL 36610
FL 36610
Truss
TrussType
Oty
Ply
�401400
T13151735
_B_2CAR�E�J255
Jack-Open
7
1
Job�RNn, W
Builders FlrslSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Indusbies, Inc. Tue Feb 6 09:09:57 2018 Page 1
ID:aUnBFG?lODngGdWvpXLGZczgRJj-Wj6j_OLsKBIJ6efoTzWFN_Pk:DhbU5mTegEO wznvGu
ak -1-0-0 2.0-0
1-0-0 2-M
Scale = 1:7.8
2-0-0
LOADING (pst)
SPACING- 2-M
CSI.
DEFL in
(loc) Wall Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.12
Vert(LL) 0.00
2 >999 240
MT20 244/190
TCOL 7.0
Lumber DOL 1.25
BC 0.06
Vert(CT) -0.00
24 >999 180
BCLL 0.0 '
Rep Stress [nor YES
WB 0.00
Horz(CT) -0.00
3 n/a n1a
BCDL 10.0
Code FBC2017rrP12014
Matrix-P
Weight 81b FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 2-041oc puffins.
BOT CHORD 2k4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=30IMechanice1,2=147/0-3-0,4=18/Mechanical
Max Ho¢ 2=56(LC 8)
_
Max Uplift 3=32(LC 12), 2=153(LC 6), 4=25(LC B)
Max Gov 3=30(LC 1), 2=147(LC 1), 4=36(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf. BCDL=3.Opsf; h=15ft; Cat II; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;
porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtenlwith any other live loads.
3)' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 3.4 except (jt=1b)
2=153.
%01111111111tiff'r AP
P.
E IV SN'L ,.'.
aa
a No 22839
9�: A Fe :�4/�
�'
`c�,.0
SS"11NA
1110%
Water P. Finn PE No.22839
MI7ek USA, Inc. R.Oert 6634
6904 Parise East Blvd. Tampa FL33610
Date:
February 6,2018
Pvemeo BEADBO7E60B 1MAS ANDINCWOEO a1te's EFERENCEPAOEYaicust ne. BEFORE USE.
AWpRNIdo
ng camfa
Marry /sr9n
aesgn ten sbo end Isfor an Indrviduelbmld'upmBOpmnlnpr
far useam,
sync teboddac&ajVV mastaesigns app NHVupmsign an
e DlOtllledhl9 dC51.}Ief mY51Vtllr/B!app lfdEl ily OrdC5bf1 pdramltM endpinpefF/IMpIppI6M design k110n100VaRn
3dihirdasig.B01WBU50,
bu9tlm9design. BmWgNdxatetl is topmmnt WOtm9 ofNtliritluel buss vreb erblordmnf memMn oM/. AtlGemal temporery and pamimsm bradn9
MiTek'
b rsm personal popedytlamaga. Fprpmorah gultlpnw repaN'eg Du
fatMretlpn,storage. danvery, erxfwn end bamp o/bussesmtl buss systems.see ANSMIlQualMCdtoft OSB- wdOC IBUdin CmWmnt
abl
6904 Pmke East BNd.
Information
Salary Nbmxtbn evaaaNp Ram lluss Plata N5bA4c.2re N.lee Seeet Soda 712.Abxmgda, VA 22314.
salarynon, Trass Plataeapzewp216-N. uda31Z
Tampa, FL 36610
Job
Truss
Tmss Type
Oty
Ply
T13151736
40_1400 B_2CAR
EJ4
Jack -Open
8
1
Job Reference o tional
5allaers Firstsourca, Plant City, FL 33566
6.130 5 Seo 15 201 y ml h eK Inausmes. he. I ue FED 6 Va:uv:oo
." 44W
LOADING (psf)
SPACING-
2h0
CSI.
DEFL.
in
(hoc)
0defl
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC
0.31
Vett(LL)
-0.01
24
>999
240
TCDL 7.0
Lumber COL
1.25
BC
0.17
Vert(CT)
-0.02
2-4
>999
180
BCLL 0.0
Rep Stress Ina
YES
WS
0.00
Horz(CT)
-0.00
3
n1a
n1a
.BCDL 10.0
Code FBC20177rP12014
Malnx-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2X4 SP No.2
REACTIONS. (lb/size) 3=93/Meclanicel, 2=21210,", 4=38/Mechanicel
Max Horz 2=88(LC 8)
Max Uplift 3=414(LC 12), 2=141(LC 8)
Max Gmv 3-93(LC 1), 2=212(LC 1), 4=76(LC 3)
FORCES. Cb) - Max. CompJMax-Ten. -All forces 250(lb) or less exceptwhen shown.
Scale =1:11.1
PLATES GRIP
MT20 244/190
Weight: 141b FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc punins.
BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=3.0psf; h=15ft Cat 11; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C Extenor(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 D0L=1.60
2) This buss has been designed for a 10.0 psf bottom chord live load nonam urrent vdth any other live loads.
3) - This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide
vnll fit between the bottom chord and any other members.
4) Refer to girder(s) for buss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 3 except (jt=1b)
2-141.
d% .....^11,
P!Fiji
No 22839
,,,��•S��NA�1 EI%
?
Walter P. Rnn PE No.22839
MDek USA, Inc. R. Cert 6634
6904 Parke Past Blvd. Tampa R.33610
Date:
February 6,2018
AWARNMD-Veftd lgnpareaetenandn NOTES ON Me AND MMUDED NIfE7(NEW!MCEPADEa1RTQ3mr. 10N32015 BEFCNE USE
Des�vaedMuse onrywi0h Mmek®aanncePors. Tbis desgn Is besedonly opml>aremeterss6own, all is Man irdWksal IsAdmg Component. not
��•
a puss system. Belle has. hebuiday desigw mustvmy he eppgasts yof design Paremetem and properly lnmrpmate eodasign intothe overall
bulk[Wesipn.&amgirMrtatedklo pmventbuaidrg of hdivpuelWssueb eltlDa Cllaid membersaNy. AddieOnal tempoary ell permara:hdbmml9
MiTek-
b9lweysraehmMMsteEsymhdmpaventea0apwe possibbpersanalinlm/aide Aydamege. For 9errcral6Nbenm regardM ova
fagka5on. starage.4eMay, erecfiah end braaing of trussesaM buss zysmms.sea ANSMAII pualny, Cdtorla, bell and BCS1 Bulb Component
MPoke East a"d
Sataylnteri avaaabb horn Truss Plata NslieAe.218 N. Lee SUset Sulte 312, Alexmdrie. VA 22314.
Tanya FL 36610
Job
Truss������Jb
T73151737
Rat,,=,nel
40_1400_B_2CAR
EJ7
'
Builders FirstSource, Plant City, FL 33566
3x8 =
LOADING (psf) SPACING- 2-0-0 CSL
TCLL 20.0 Plate Grip DOL 1-26 TC 0.88
TCDL 7.0 Lumber DOL 1.25 BC 0.61
BCLL 0.0 ' Rep Stress Ina YES WB 0.00
BCDL 10.0 Code FBC20177rP12014 MatrtxSH
LUMBER -
TOP CHORD 2x4 SO No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/s'¢e) 3=166/Mechanieal, 2=318/03A, 4=81/Mec ianiral
Max Hors 2=138(LC 8)
Max Uplift 3=135(LC 12), 2=-179(LC 8), 4=-1(LC 12)
Max Grav 3=166(LC 1), 2=318(LC 1), 4=125(LC 3)
FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown.
8.130 s Sap 15 2017 MTek Industries, Inc. TUG Feb 6 09:09:58 2018 Page 1
ID:aUnBFG710DngGdWvpXLGZ=gRJj_Wg5BMMU5VgAkoE 1glUwCyigduKDYOdIUzyVVMWVGt
7-M
7-M
Scale: W4-=1'
DEFL. in (loc) Well Ud PLATES GRIP
Vert(LL) 0.14 2A >567 240 MT20 2441190
Vert(CT) -0.21 2A s397 180
Hoa(CT) -0.00 3 We rda
Weight'. 231b FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oo pudins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult-h160mph (3-secand gust) Vasd=124mph; TCDL=42psF, BCDL=3.0psV. h=15M CaL II; Exp C; EnG.,
GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 5-0-0, Interior(1) 5-04) to 6.114 zone; cantilever left and right exposed
; end vertical left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This buss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" vVide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for buss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 4 except (j1=11b)
3=135, 2=179.
E 1V
No 22839
Waiter P. Finn PE No22839
MRek USA, Inc. R. Cert 6634
6904 Pallid Fast Blvd. Tampa R.=10
Date:
February 6,2018
ArVA o-VaNydesrenparr ekn and READ NOTES ON WSANDOICLUDIDWIO(REFIgtpICE PAOfiYD-1lrlree. 1=24415 BEFOREUSE
•
hbasesar4'upmpenpivNashwa.endbear
aeugn vastfar users
in anpandalrs degnomOonenleat
a Dugs system. Belle us0. Na busdhg designer must veefy Uro eDpecebedy o/ensign pnmmatenana pnpedy Dxvpaete tub design mbme wame
Me. Medesigner mustvent,
doNrS des'pn. Bmorp hMicated bfa DurlAn9atmtividud DussweDaWadON mamDcsaNy.fWdiEonal temporary ell permanent Drodng
MiTek'
prevent
bahvays m9utredrorgtaDlery enampns+eM oorapsa Wah possiNO personal Deivyend WODnMd mgndi
SNe
fabroDndomation defnery,ereceonell MeoD DusasysteSs ANS1VA223uatiry CAMda, 0.50A9 and BC3l Bunting Comporrent
111.rorgendesia, 0118
Tess P. Fast BIM.
31
Sarery Wormanon evalaNe ram Truss place Mstih4e, 2re N. Lee SDeal Buna 312. AlaxaMde. VA22914.
sWe.218N.d
FL
Tempe. FL 36610
Job
Truss Truss Type
Gty
Ply
T13151738
4D_14� B 2CAR
GR1 Hip Girder
1
.1
L
Job Reference o 6anal
Builders First3oume. Plant City, FL 33566
7.0-0
Special NAILED
7x10 =
4.00 12 NAILED NAILED NAILED 2x4
7-54
NAILED
NAILED NAILED NAILED Special
=
NAILED _5x8 - _ 41c6_ _ _--NAILEO_NAILED 7x10 •
Scale = 1:62.7
3x8 = 13 25 26 27 12H 29 30 31 3211 33 34 35 10 3x8 =
2.4 11 NAILPb NAILED 6x121 i (IHS = NAILED 6x12 MT20HS = NAILED NAILED 20 11
Special NAILED NAILED NAILED NAILED NAILED NAILED Special
]-0-0 1 14Sd 2]-0d 1 29S4i l 3&SS 1
7S-0
LOADING (cast)
SPACING- 2-0-0
CSI.
DEFL. in (too) ttde0 IJd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.84
Vert(LL) 0.85 11-12 >512 240
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.80
Vert(CT)-1.1911-12 >364 180
MT20HS 1871143
BCLL 0.0 '
Rep Stress Ina NO
WB 0.90
HOrz(CT) 0.21 8 n/a We
BCDL 10.0
Code FBC2017fTP12014
MatrixSH
Weight 355 lb FT=20%
LUMBER- BRACING-
TOPCHORD 2k4 SP No.1'Excepr TOPCHORD Structural wood sheathing directly applied or 3-6-14 oc purfins.
3-6,54:24 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing.
BOT CHORD 2x4 SP No.1 *Except*
11-12: 2a4 SP-M 31
WEBS 2x4 SP No.3
REACTIONS. gb/size) 2=2907103-8, 8=2907103-0
Max Horz 2=48(LC 13)
Max Uplift 2=1597(1_C 4), 8=1597(LC 5)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or loss exceptwhen shown.
TOP CHORD 23=322814394, 3-4=1208916543, 45=12087f6541, 6-7=1207516537, 7A=A23014395
BOT CHORD 2-13=-4115f7736, 12-13=4100!/693, 11-12=5424112073, 10-11=405817694,
8-10=4072f7738
WEBS 3-13=233f758, 3-12=2524f4726, 4-12=9771767, 6-11=989f771, 7-11=251814711,
7-10=2331760
NOTES-
1) 2-ply buss to be connected together with 10d (0.13M) nails as follows:
Top chords connected as follows: 20 -1 few at 09-0 oc, 2x6 -2 rows staggered at 09-0 oc.�j�
Bottom chords connected as follows: 2x4-1 now at 0-9-0 oc.
\\ Pam••.• /ily Aj
S; E N 5` ••. ti ���.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
,�\ . �G
V F •'. 00
2) All loads are considered equally applied to all pries, except 0 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
iv O 22839 •L:
3) Unbalanced roof live loads have been considered for this design.
= *..• * L
4)Wiind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=42pst; BCDL=3.0psf; h=15fl; Cat II; Exp C; End.,
MWFRS left left Lumber DOL=1.60
GCpi=0.18; (envelope); cantilever and right exposed; end ver8wl and right exposed; plate grip
DOL=1.60
5) Provide adequate drainage to prevent water pending.
OF <[/:
6) All plates are MT20 plates unless otherwise indicated.
00
i10 Q::
ss has been designed fora 10.0 cast bottom chord live Iaatl noncenwrrent with any other live loads.
7) This truss
• 10
Fl ,
chord
8)' This truss has been designed for a live load of 20.0psf on the bottom in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
`
S/••••••••�\
will fit between the bottom chord and any other members.
\\
N A
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb)
� 111\\\\
2=1597,8=1597.
10) ]NAILED' indicates 31 Od (0.148'x3•) or 3-12d (0.1485k3.25') fo"ails per NDS guidlines.
Wafter P. Him PE No.22839
11) Hangef(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 lb down and 168 lb up at
MTek USA, Inc. FL Cer16634
7-0-0, and 161 lb down and 168 lb up at 295-8 on top chord, and 449 lb down and 284 lb up at 7-0-0, and 449 lb down and 284 Ib
6904 Paden East Blvd. Tampa R.33610
up at 29-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Data:
o..h........, a nth a
..my.., ,..
AIMMKINO- VerRytivlgngrzmehn aMREADN01E5 CN rwSANDINaUDED eD1ENBEFEnENCEAAOEMDTRa nv. fee12e16BEPoRE USE
Design vacamrusa oNy Wm f4nekasconnedvs. Tlva arsgkh b basM aNyupm pmemefenshwm,site kronen tndm4uN SuaGng oomponenl not Wit
ahussystem. Bemmuse, ere buaamgaes bmustvMytlhe alw&emlaYofaeslgn Pvannlers aMIxa. incorpmom Uas aespnmmmeoveme
hudrra4i . tcrAgudimteabmprevtcOW rgofm4Maualhueswebmy.dMamemxrsoNy.A4aiconeltemPxaryeMpemhmhenl6radhg MiTek•
k exvaya m4u'vM for smaiGry one m Phauenl ucllapsa Wth lxxsa3m Peraanal mlvyena Pap<M aanuge. uargeneM ga, DSB rega d S tlu
s0licatlon,smrage, tlerncry,emation mM baWgofbusseseM roes sysRkns.see ANsafPN Duality eNmrW, DseA9 site BCBf aunairq Compomm Tau Perlin East BNa.
Salary lnformalmn avaiade ham Truss Pmm ms5mro.218 N. Lee BtreeC Suiro312, AIewMrie, VA 23314. Taupe, Fl 36810
Truss
Truss Type
Oty
Ply
T13151738
�414�00—B�2CA�R
GR1
Hip Girder
1
2
JobReference o fion--
Builders FlrstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:10:01 2018 Page 2
ID:aUnBFG71ODngGdWvpXLGZczgRJFPVLEpNONOOCIbFyZipaBYgZDeqsyOhi3ZSCc7hznvGq
LQAD6CASE(5) Standard
1)tDead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pl1)
• Vert: 1-3=-54, 3-7=54, 7-9=54, 2A=20
Conpentraled Loads (Ib)
Vert: 3=-112(B) 7=112(B) 13=-449(B) 10=449(B) 14=1 12(B) 15=1 12(8) 16=-112(9) 17=-112(B) 18=112(B) 19=112(B) 20=112(B) 21=-112(B) 22=-112(B)
23=-112(B) 24=112(B) 25=-61(B) 26=-61(B) 27=-61(B) 28=-61(8) 29=-61(B) 30=61(e) 31=-61(B) 32=-61(B) 33=-61(B) 34=-61(B) 35=61(B)
®WARRMO-vmTYdesgnfwgmehn•MREAO NOIIS ONlyQSAND MCWDEOYfrE1(pEFERpICE VAOE YQ1071 rev. f69.Y10156EPoRE USE
v4me basedonly upda Ylgn tentm
Intotenlrnt
baling devgMvuNtwit, tla
a trJsivaGtlfarBcbnY anandafor lnIrgiduaIis design
e Dussryatem. BeGve use, the bwdFg OesigMr mustvpdy the epptimbiGN of tlestpn pYametm eM Dropedy Inmryaete OOe tlasgn Nb the overt
bvltla9 design.&emg'vidicalatl a[o preven[bWin9 of NtivtluelWsswebmWartlwtl membcrsoNy. Mtlitlonal tempararyeM aenamient NadnD
MITek'
is always requlme NsteaSN antltopnnenl ao9xpsewYl passSb perwnal iniuryeM pmperNeamege. eretgaltlaM4EI9
an4nglM
feMaatlon. stamga, eeGvery. erection and MaWg al Oinscsorq buss sysYirs.see ANSVfPll quality Cdbda. DSBA9 and BC51 Building Compomnt
utility
seat lm East BNe.
8afetylnformalbn eva4aEle hwn Trua Pate NsbLda.218 N. Lea SueeL5u4e9f7, AI<mgda, VA 22314.
Tampa. FL 33610
.
Job
Tmss
Truss Type
Dry
Ply
T73151739
�Jab
40 R
GR2
GABLE
�1140082CA 1
1
Reference (optional)
Builders FlrslSource, Plant City, FL 33566 8.1305
ID:aUnBFG710DngGdW
1-0-0 4E-0 3-10,4 3.10.4 4-8-0 ' 1-0-0
Scale=1:30.5
06 =
FT_lRiiiiiiiiiiiii
NAILED
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL in
(loc) Well L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.30
Vert(LL) 0.14
8-10 >999 240
MT20
2441190
TCDL TO
Lumber DOL
1.25
BC
0.76
Ved(CT) -0.19
8-10 >999 180
BCLL 0.0 '
Rep Stress Ina
NO
WB
0.15
HOR(CT) 0.03
8 n1a nfa
BC 10.0
Code FBC2017/TPI2014
MatrixSH
Weight 94 lb
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or4-11-1 oc punins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-14 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (Ibfs¢e) 2=653/030, 8=653/0-3-0
Max Ho¢ 2=58(LC 8)
Max Uplift 2=455(LC 4), 8= 465(LC 5)
FORCES. (lb) - Max. ComplMax. Ten. -All lances 250 (lb) or less except when shown.
TOP CHORD 23=1376f875, 3-4=1304f846, 45=-990/623, "5 990/624, 6-7=1304842,
75=1376895
BOTCHORD 2-10=-02411272, 8-10=79211272
WEBS 10-13=252/405, 5-13=252/405, 10-12=308/262, 6-12=3601303, 4-11=36=03,
10-11=308rz54
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=3.OpsF, h=15ft; Cat II; E-V C; End.,
GCpi=0.18; MWFRS (envelope); cantilever left and fight exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Tmss designed forwind loads in the plane of the toss only. For studs exposed to wind (normal to the face), we Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI I.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-M oc.
6) This toss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)' This buss 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 24H1 wide
wen fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjout(s) except Gt=ib)
2=455, 8=465.
9)'NAILED' indicates 3-1Od (0.148"XW) or 2-12d (0.1485r325') toe -nails per NDS guicifines.
10) In the LOAD CASE(S) section, loads applied to the face of the toss are noted as front (F) or bark (B).
LOAD CASE($) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plq
Vert 15=-54, 5-9=-54, 2-8=20
Concentrated Loads [lb)
Vert 16=29(F)24=29(F)
I�
No 22839
OF QJ
p��45,,ONA' `,�
Wafter P. Finn PE No.22839
Milk USA, Inc. FL Bert 6634
6904 Padre East Blvd. Tampa R.33610
Date:
February 6,2018
A ex-Nara-Vnea, hen par neaso READ NOTES ON THISAND INCLUDED Y REFERENCE PAOEMO-TM m. flleV2015 BEFORE USE
pesignM designee besMeNy krs shwm,mNkfar emrposuatlsdesim
ebussirmsigner.TNs
Before1toare
a truss system Befve use, he Wed'esg designer misrvedy bee appfirabUroj of design parameters end PraOedyhxarpaam tlds design Fro me Rvem6
design
W60'mpdestgr. Bmdr,p mditalMele butlNn90f heiviavai hussxeb eMfrc tlmN manm2s 0NY-AdGtlonel temporary mH Parinanent madn9
Wevm
batweys required hxstati6H eMmprewatmaapse we5 D0ssibb personal NpvymM propel F
MiTeK
NSMIe.
RyCdeioalemxengartmpthe
I10ua111y Cdtedy D60E9 and aCSl au001rig Companenl
bmcA olhusse8N.Lee
d.
Uka5on.stamga.4elhay,emrDaoesld
Samrylnmrmatlon evaee6le eom Truss Plate InYAOe, 21a N. LAe Sheet 6uim 312, Abxan4ria, VA 223/4.
VOnLms,sea dra.VA
T.M.69041 'e 3East 6610
Tampa. FL 36610
Job
Truss
Truss Type
Cry
Ply
T13151740
40 1400_B_2CAR
GR3
GABLE
1
1
Job Reference�Iwbwall
Builders Flrst5aurce, Plant City, FL 33566
• d)0 0.3E
7459
5-10.7 5.10-7 2.5.14 25-14 - 4-M
f.04
•
Scale = 1:64.7
••
4.00 12
5z5 =
5
3x6
4x6
-
3x4%
4
- -----6---
NAILED
-
NAILED 3x4 - NAILED -NAILED--
-
3
34 7x10 = 6x12 MT20HS =
21
7 e 9 NAILED
2
I
11 12I r
1
-
l
5x12 =
19 18 17 37
39 16 39 40
41 15 4214 43 13
5x12 = o
Us 5x8 =
NAILED Bx14 MT20HS =
NAILED NAILED 5x12 = NAILED
NAILED NAILED NAILED
NAILED NAILED
835 I 1544-1d I 21-]A 274i-13 29.11 L0 I 32-Sdt I 36.E
S1 10.7
Plate Offsets (X,Y)- I2:0-3.3,Edge], [8:0-0-12,0-05], [10:0-6-0,0-1-11], [l l:033,Edge]• [l6:0-7-0,0-0-8], I21:0-0-6,0-1-12], [21:0-1-12,0-0-0], I21:0-3-12,0.25), [320.1-14
LOADING (psQ
SPACING-
2-0-0
CSI.
DEFL
in (too)
Met
Us
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.94
Ved(LL)
0.78 15-16
>560
240
MT20
2441190
TCOL 7.0
Lumber DOL
1.25
BC 0.94
Vert(CT)
-1.1015-16
>396
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress Ina
NO
WE 0.94
Horz(CT)
0.16 11
n1a
n1a
BCDL 10.0
Code FBC20171TPI2014
MatrbxSH
Weight: 2511b
FT=20%
LUMBER -
TOP CHORD
2x4 SP No.1 'Except'
55,8-10: 2x6 SP No.2, 10-12: 2x4 SP No.2
BOT CHORD
2x6 SP M 26'Excepr
2-18. 2x6 SP No.2
WEBS
2x4 SP No.3'Except*
6-16,8-14,10-14: 2x4 SP No.2
OTHERS
2x4 SP No.3
,REACTIONS.
(lb/size) 2=1618/03A, 11=1842/03-8
Max Hoe 2=101(LC 28)
Max Uplift 2=-827(LC 4), 11=1011(LC 5)
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-5A oc bracing.
WEBS
1 Row at midpt 6-21. 8-16
JOINTS
1 Brace at Jt(s): 21, 22
FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (lb) or less exceptwhen shown.
TOP CHORD 23=414411991, 35=J184/1634, 5-6=309811591, 6-7=51912764, 75=5865KM98,
8-9=7503/3979,9-10=-7503/3979, 10-11=-50772651
BOT CHORD 2-19=1868/3869, 17-19=186813869, 16-17=-2689/5303, 15-16=480519241,
14-15=483119266, 13-14=2468/4801, 11-13=2457/4798
WEBS 3-19=0/327.3-22=969/570, 17-22=784/515. 17-23=8la/1627, 523=519/1629,
17-21=-2339/1415, 6-21=2401A454, 16-20=-72311349, 6-20=714/1333,
8-16=3717f1995, 8-14=1959/1044, 10-14=1590/3019, 7-20=5941358, 20.21=290/149,
21-23=361/187
NOTES-
1) Unbalanced roof five loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psF, BCDL=3.0psf; h=15k Cal II; Exp C; End.,
GCpi-0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Trues designed for wind loads in the plane of the truss only. For studs exposed to v4nd (normal to line face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) An plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 lad bottom chord live load noncenwnentwith any other five loads.
9) "fli s truss has been designed for a live load of 20.Opsf on the bottom chord in a8 areas where a rectangle 35-0 tall by 2-" vride
wall fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to hearing plate Capable of withstanding 100 b uplift at joint($) except (it --lb)
2=827.11=1011.
11) {NAILED- indicates 3-1 Od (0.148-0') or 3-12d (0.148'x3.25") t0Q nails per NDS guidlinee.
JJeR ,P,
I
No 22839
Vo
Waiter P. Rnn PE No.22839
MRek USA, Inc. fL Ced 6634
6904 Parke East Blvd. Tampa FL33610
Date:
February 6,2018
AWAR110i0-V.-Wdo19n Persme eMREAD NOTES ONTWSAND OMCLODm iMMOCREFETtENCEPACEYA74rd m. 14,035015BEFORE USE
vaetl fwusaanme. hLW rmnecmrsTst4esgnhbasedoNycmanpvep shown. btorsotrdivB truedeg componentera
OF
oe
e truss sysmm. Serve use, tla Wildup tleslpnv muslveNy Uw epplica6ieb oldas'9n parametan antl plope4y mrnpuale 04s deslpn Mm Ma ovem6
p
bedm9 desyn. Bretlrg Indicetetl b [o Ixawnt Wtltlin9 of inNsMual pusawM oMlortlxxtl membersaM7. Atl4itronai lerryxrary arch permanent Sradm9
I ek
Oamraf �mvem9vd
b always ra9u'vetlfv stadLry antltopmant aaapsawea MsslNa personal lrw%ant VaPeANSIM
delivery,ve Q.
MarJn991tru.218M.lmsasystema.see ANSVA2OualM Criteria, 0.5BA9 and BC51 BUI1tlIn9 Component
SCSI
6361Pvke EastBhd
UNtYinfornepa. Tantl
9aM1ry INomulbn avaeaNa Dom Tmss Plata InstlMe, 218 N.IAe Street Sena Jt; Nexvrtlda, VA 2231d.
Tampa, R 36610
15 14 13
318 MT20HS = 3x4 = 3X6 MT20HS =
LOADING (Psf) SPACING- 2-0-0
TCLL -20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BOLL 0.0 ' Rep Stress Ina YES
BCOL 10.0 Code FBC2017/IPI2014
LUMBER -
TOP CHORD 20 SP Not
BOT CHORD 2x4 SP No.t
WEBS 20 SP No.3
REACTIONS. 61ax—Harz 2�1(LC�B, 1D=1400/D-"
16)
Max Uplift 2-692(LC 8), 10=-M(LC 9)
FORCES. (lb)-Max.CompJMax.Ten.-Aflfo=s250(lb)erlessexceptwhenshown.
TOP CHORD 89=a252327, 9-4=-3506266945=-2982r2237, 5-6=-3982/2890, 6A=2981/2237,
BOT CHORD 2-16=244211279,14-16=2687f3889,12-14=2690/d888,10-12=243913279
WEBS 3-16=286/460, 4-16=437/733, 5-16=1113/832, 5-14=0265, 6-14=0266,
6-12=11131831, B-12=-4371733, 9-12=286/460
2x4
921
Structural wood sheathing directly applied or 2-6-15 oc purlins.
Rigid teeing directly applied or 3." oc bracing.
1 Row at midpt 5-16, 6-12
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Word. ASCE 7-10; Vutt-160mph (3second gust) Vasd=124mph; TCDL-0.2pst; BCDL=3.OpsF, h=15f ; Cal. II; Exp C; End.,
GCpr=0.18; MWFRS (envelope) and C-C Exterior(2)-1-" to 5-M, Interior(1) 5-0-0 to 9-0-0. Exterior(2) 9." to 35-115, Interior(1)
35-115 to 37-5-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) provide adequate drainage to prevent water podding.
4) All plates are MT20 plates unless otherwise indicated.
5) This buss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads.
6) • This truss has been designed for a We load of 20.Opsf on the bottom chord in all areas where a rectangle 354) tall by 2.0-0 wide
.11 fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of lass to bearing plate capable of withstanding 1001b uplift atpint(s) except Dt=lb)
2=692.10492.
0N% VISR �P�J;A '0
E N. �P\': G e _-..��L
Walla P. Ran PE No.22839
MRek USA. Inc. R Cert MM
6904 Parlor East Blvd. Tampa R.33610
Data
February 6,2018
Job
Truss
Truss Type
Dry
Ply
T131517d2
40 1400_B_2CAR
H1A
Roof Special
1
i
Job a erence (optional)
Buildbrs Firstilource, Plant City, FL 33566
Tue "D 8 U9:1U:Ur ZUM
4 11-11 4.1.2
4.00 12 5x6 =
5 19
2x4 II 4x6 =
3x8 = 3xd = 3A =
3x8lM0HS =
Scale-1:64.9
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 125
Rep Stress Ina YES
Cade FBC20171TPI2014
CSI.
TC 1.00
BC 0.98
WB 0.53
MatrbcSH
DEFL
Vert(LL)
Vert(CT)
Hom(CT)
in 0cc) Vdefl Ud
0.40 12-14 >M 240
.0.7012-14 >619 180
0.77 9 We n1a
PLATES
MT20
MT20HS
Weight: 170 lb
GRIP
244/190
1871143
FT=20%
LUMBER-
BRACING -
TOP CHORD 2k4 SP No-2 *Except*
TOP CHORD Structural wood sheathing directly applied.
1-4: 2x4 SP No-1
BOT CHORD Rigid ceiling directly applied or 2-2-0 on bracing.
BOT CHORD 2x4 SP No.t •ExcepN
WEBS
1 Raw at midpt 3-14,
6-14
13-15: 2x4 SP No-2
WEBS 2x4 SP No-3
REACTIONS. (Ib/size) 2=140a/035, 9=1400/03-0
Max Harz 2=101(1-C 17)
Max Uplift 2=520(LC 8), 9=660(LC 9)
FORCES. (lb) - Max. CompJMmc Ten. -All forces 250 (lb) or less except when Shawn.
TOP CHORD 2-3=34072211, 35=248211720, 5E=2465H705, 6-7=57682578, 75=31972075,
8-9=34992353
BOT CHORD 2-16=198113164, 14-16=198113164, 12-14=-2415/3767, 11-12=18072984,
9-11=210813275
WEBS 3-16=07J32, 3-14=970I721, 5-14�67911156, 6-14=164511188, 6-12=-4021409,
7-12=-6951925, 7-11=98/339, 8-11=3141376
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=3.0psf; h=15ft; Cat II; Exp C. End.,
GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) A-M to 5-0-0, Interior(1) 5-0.0 to 15-8-14. Exledor(2)15-8-14 to 21-8-14,
Interior(1) 22513 to 2755 zone; cantilever left and right exposed; and vertical left and right exposed;C-C for members end forces
& MWFRS for reactions shown; Lumber DOL=7.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless othervdse indicated.
5) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrenlwith any other five loads.
6) • This truss has been designed for a We load of 20.Opsf on the bottom chord in all areas where a rectangle 3&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 withstandmg 1001b uplift atjomt(s) except fjt=lb)
2=620,9--660.
3`5IN
d
-'er111a411�e.
Walter P. Finn PE No.22839
Mrfek USA, Inc. R. rert 66M
6904 Padre East Blvd. Tampa R 33610
Date:
February 6,2018
Av—x;-v-TydesitnP�—remo OTES ON nosmD wauman m aElwEaaHCEvaeseo-rw—+oovMrseEsnne use
U�y far use turfm Wh4®rumecmn.TNs dw n6 based only Won pYemeknzhpwn,aN ixforan Individual WMM ovrPonaM. not
e Inns syslenL 13. e.."bAcm9 daJgaernnud1 arty ft BpocaK adyel destbn panurelen1 a11d prWPJb incnRale tld c!"i9n trim 0x.,nna5
buMffadesiyn, eredq m&otNbmpravenldWdirq of lNNidual hussviab onNardnrd membersaNy. Addtlmtllempmary cord pCmanent bradrg
MiTek'
hate^ays 2VUled bstetiGb mxlmpmxatoopapsevrAr poss3le pemonal kluryeM pmpedydeme9a. t=m9miae19vHenee m8mdn9 the,
taMkamn, slva9e. delveY. ennTm and bechgof OussesaM matt syskms.sea ANSViP11 Doa10y Gtltwla, fl5&89 mN BC31 au00lq ComponaM
680,11 6s eNd
54hrylnbrmxtbn evaeabkbem Truss Plalelnslau1e.218N.t S Ls 312.AkxaMda.VA22314.
Tampa. FL 36610
Job
Truss
Tmss Type
Oly
Ply
T13151743
40 1400_B_2CAR
H2
Hip
1
1
Jab Refa_rence(optional)
Builders FirslSource, Plant City, FL 33566 8.
ID:aUnBFG710Dngf
i 5-10.14 11-M 18.2-12 25-5-6
-60 &10-14 5-1-2 7-2-12 7-242
5x6 = 2x4 II
15 2017 MiTek
5x6 =
5-1-2
Inc. Too Feb 6 09:10:08 2018 Pagel
,K7vdnCgKJMRIfDnZvyWOUtnznvGj
38-5-e 7-5-
5-10.14 -0-0
Scale - 1:623
...,. ... 1., 14 .., 12 .. .. ,._.
24 It 3x4 = 41 = 3x8 = 4x8 = 3x4 = 2x4 II
LOADING (psf)
TCLL �20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC20171TP12014
CSI,
TC 0.79
BC 0.92
WB 0.68
MabbcSH
DEFL, in (too) 1/de9 Lid
Ved(LL) 0.41 13 >999 240
Vert(CT) -0.66 13-15 -658 180
Horz(CT) 0.18 8 n1a Na
PLATES GRIP
MT20 2441190
Weight: 1721b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2'Exceple TOP CHORD
Stmchiral wood sheathing directly applied.
4-6:2x45P No.1 BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOTCHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/sime) 2=1400/033, 8=1400/033
Max Horz 2=73(LC 12)
Max Uplift 2=-684(LC 8), 8=684(LC 9)
FORCES. (Ib)-Max- CompJMax.. Ten. -All forces 250(Ib) or less except when shown.
,
TOP CHORD 23=3522Y2644, 3A=2988/2243, 45=33562567, 5.6=-=62567, 6-7=29882243,
75=352212644
BOTCHORD 2-16=242013282, 16-16=242013282, 13-15=18932779, 11-13=18902779,
10-11=2417/3282, 8-10=-241713282
WEBS 3-15�536/560, 4-15=1811393, 4-13=528/798, 5.13=444/493, 6-13=528r798,
6-11=1811393, 7-11=536/560
NOTES-
1) Unbalanced rocif live loads have been this design.
2) E51 nK11
5
%P���RY
,Cpi-018MWFR5
(envelope) and C-C Extn'r(2))-0 to M.tedo) 5-0-0 to -M. Exterior(2) to 33-15.
V E N,9•• nL
Intedor(1) 33-115 to375-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces
�.` �G
' V F �'•
8 MWFRS for reactions shove; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
NO 22839 •�
4) This buss has been designed for a 10.0 psf bottom chord live load rianconcurrent with any o81er 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 3541 tall by 2-" wide
will fit between the bottom chord and any other members.
Provide of truss to bearing vdlhstandhlg 100 lb upfdt atjoint(s) except
6) mechanical connection (by others) plate Capable of at --lb)
2=684,8=684.
i $
..........
....
Walter P. Rnn PE No.22839
•
MRek USA, Inc. R. Cart 6634
6904 Parke Fast BNd. Tampa R.33610
Date:
February 6,2018
QwARNINO-VWry Ceslgnlwramekxa poi NOTES ON MSMOINCLUDED YREKREf£f MWPAGEY0.7Ml .lWYIgf58EPoRE USE
Design veld for use only win MTekOcmmemors.TNsdeslgn Is based anlyupmpgametem sheen, and is for an individual b0deg cxxnponent not
a buss systnn. Before use, Inc buad rig deeper must verify the opplkabily of deign paremelers and pmpedyvmriveek dais design Into Ne mane
MpNmg deep.&aovg bpicaled is to Prevent budidinq of individual buss web mdke dived members only. 4ddi8mal0empvery and permanent braising
MiTek•
k akvaYs reeWredfor stability antlb Orevent meapse wgD possmle PersonalWWeM PoxAtlmnaga.Farge P 0613e
/egkaem.skregv, tlaWeN, erection end brediig olbussasanb trusssyskms.see ANSVT%1 Qua8ry CdMa, 0.5BA9 end SCSI Building ComPornard
I SCSI
690/ Pads, Fast Blvd.
SeferyfoPormaeon avmle 6"mTnrss Pkkhae .218N.Lee SUeeLbulka12,Alexandria, VA 22]td.
Tampa, FL MID
Job
Truss
Truss Type
Oty
Ply
T13151744
40_1400_B 2CAR
H2A
Roof Special
1
1
Job Reference foot'onall _
Builders FirstSource, Plant City, FL 33566
8.130 s SeD 15 2017 MTek Industries. Inc. Tue Feb 6 09:10:09
4.00 r12
5x6 =
2x4 // 3x4 = 3x6 = 5a = 4x6 = 3x4 = 2x4 11
Scale = 1:64S
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0.0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC2017/TPI2014
CSL
TC 0.95
aC 0.91
WB 0.91
Matrb(SH
DEFL. in (too) Well Lid
Vert(LL) 0.37 14 >999 240
Vert(CT) -CM 14-16 >685 180
Hom(CT) 0.17 9 We Wa
PLATES GRIP
MT20 2441190
Weight 17516 FT=20%
LUMBER- BRACING -
TOP CHORD 2a4 SP No.2'Excepl• TOP CHORD
Structural wood sheathing directly applied.
1-0:2x4 SP No.1 BOT CHORD
Rigid Ceiling directly applied or 4-05 oc bracing.
BOT CHORD 2x4 SP No.2'Fxcepr
2-15: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. Db/siae) 2=140010-3-8, 9=1400/03-8
Max Hoe 2=101(LC 12)
Max Uplift 2=E79(LC 8), 9=660(LC 9)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) cr less exceptwhen shown.
TOP CHORD 2-a-344SIM5, 35=263311782, 55=33992348, 6-7=3242/2221, 7-8=2976/1966,
8-9=35272278
BOT CHORD 2-17=199713200,16-17=20a63151,14-16=13112259,12-14=16362767,
11-12=202813287, 9-11=20283287
WEBS 3-17=304, 3-16=824/672, 5-16=270/516, 5-14=576/1418, 6-14=1305/1028,
7-14=-027/587, 7-12=1451350, 8-12=5631442
1) Unbalanced roof live loads have been Considered for this design.
N\t%`"�{� 1 P.I r'���j
�,• F�/y ��j�
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL�.2psf; BCDL=3.Opsf; h=1St Cat It; Exp C; End.,
GCpi=0.18; MWFRS C-C Exterior(2) to 5-0-0, Interior(1) to 15-8-14, Entedor(2)15-8-14 to 20513,
�% •
E At$ ••• �j
(envelope) and -1-" 5-"
left left for forces &
�' F •'. �i
Interior(1) 255E to 37-5-8 zone; canhlevet and right exposed ; end vertical and right exposed;C-C members and
��
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
iV0 22839 •�
3) Provide adequate drainage to prevent water pending.
�, �• �- L
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcu ent with any other live loads.
5) • This truss has been designed for a live load of 20.Cpsf on the bottom chord in all areas where a rectangle 3E-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
i
i il; ;lij
•�:/
6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift aljoint(s) except (jt=1b)
2=619, 9=660.
.0 OF
��-`�S.0 N
p p1pP
0NA'1111111' �'Ieo%
111,0
Water P. Rnn PE Na.22839
'
MRek USA, Inc. FL bed 6634
6904 Parlor Fast Blvd. Tampa FL 33610
Date:
February 6,2018
AWARNDI D-VREyQea(an Paramef en erM REI1 D NOTES ON TNIS AND DICLUDED N]rEK REFERENCE FADE YLLl41J m. f DNYIDf 5 aEfORE USE
seven veeafRuse mNv4N MhTekScmntttor TM tlesign b basetl aNy apm PalRnet+s sM1ovnh. arM is (w en IMiritlual buetlflg wmponenl rwI
��,
a RaiOR D49, DIB b11e4eID tle51D11R TU81VRIN aRaPP6 d6e1N Or,lGSpp1P981MIC19 R14 PIaPe1N h11Ca1Ppat0 DIBQOSgn alhl DIe aVen11
ildingdolap
baadbD tlavgn. erecahp Iraoale4 bto PmNntbutlduhg or MIWNaI trussae0 RtlbrNRtl memMasoNy. AtlGtlonal tempvary arM pennanrnt braWe
iTek
is exvays requuetl breteGliN �tlto Pre•enlw0apsavd6lxrssSh pnwruJ aeunrRa PopeMISU pe. rcrdga,1358 reynd'vg tln
ANSIRPI1 UualIry Criteria, DSBJ49 aria aC9r aulitllrp CompomM
Quality
tleurery, erection aria traWgWW.218 SurW
69at Perxa EeslelW.
Safetybdomatige.
31
salerylnlormaUDn availeda aorn Truss PWb Invaule. 21B N. Lee Stieel saita 3lZ Alevond4a, VA T2314.
N. LmSrert
TRnP$ FL 36610
Job
Truss
Truss Type
Ply
T13151745
40_1400_B 2CAR
H3
Hip
�Clty
1
1
Jab Reference o Bonal
6.1JU S bop 1o3U1 r
bulicers Hrsr60urce, Plant City, FL J35tib
• 1 b- 4
-0-0 elu0.14
5.6 =
5.2-12
2x4 II 5x6 =
6-10-14
Seen-1:62.8
3x8 = 16 15 13 .• 11 10 axe
2x4 II 3x4 = 4x8 = ya = US = 14 = 2x4 II
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCOL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC20171TPI2014
CSI.
TC 0.81
BC 0.97
WB 0.57
MabixSH
DEFL. in (loc) Vdefi Ud
Vert(LL) 0.37 13 >999 240
Vert(CT) -0.5813-15 -749 180
HOrz(CT) 0.18 a We Na
PLATES GRIP
MT20 2441190
Weight 1761b FT=20%
LUMBER- BRACING -
TOP CHORD 2z4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purling.
BOTCHORD 2x4 SP No.2 BOTCHORD
Rigid ceiling directly applied or 2-2-0oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1400/035, 8=1400/03A
Max Ho¢ 2=85(LC 16)
Max Uplift 2-675(LC 8), 8=675(LC 9)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (o) or less except when shown.
TOP CHORD 23=-34872608, 3d=276812l l7, 45=2798I2206, 58=27982206, 6-7=27682117,
75=34872608
BOTCHORD 2-16=2394/3245, 15-16=23842245, 13-15=17452558, 11-13=17432558,
10-11=2381/3245, 8-10=2381/3245
WEBS 3-16=UM9, 3-15=733f678, 4-15=220/415, 4-13=3121467, 5-13=310/354,
6-13=312f467, 6-11=-220/415, 7-11=733/678, 7-10=0269
NOTES-
1) Unbalanced roof live bads have been considered or this design.
2)
a i-0-0 5-0-0,n
,
7"I,
GCpi=018EMWFRS (envelope) d C-C Ehderior(2) o tenor(/) 5-0-0 13-M, Exterior(2)13-M o 31n1 5.
`%%% -I SR'P
�
Interior(1) 31-115 to 3755 zone; cantilever left and right exposed; end vertical left and right ezposed;GC or members and farces
MWFRS for Lumber DOL=1.60 DOL=1.60
�� ``PV • �/� �j
V •\ G E N S ••• ^� '��
8 reactions shown; plate grip
`��
' V F •%
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed or a 10.0 psf bottom chord live load nonconcunent oath any other live loads.
No 22839 •�
5) • This truss has been designed or a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-" wide
* :•
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift aljoint(s) except Glrolb)
��
2=675, 8=675.
•
��O�F•"<OR1 P :N
Water P. Rnn PE No.22839
•
Ill USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa R.33610
Data:
February 6,2018
AWARNMarone yd USE
LVOFDMes REFERENCEPA6EY21Q] rev.ra9.onveent.
parefda
W
Dealge tun oleMRTnedT£SON]NISonlyup linfividual Wstirgoxmponenl rwl
useouse. hs*tesign mapped only uppnparirinenderan endiskr
��-
Inorponetan
atrusssashfor
Wsssystem. Bekresm,Te Wiheg deslyiermustvedyhnapWirabiGfYof design perimeters and propeM lnmrparele Nk Oazlgn kmtM overei
eeboddexd,,I, .sees
Wstlw9 tlasipn&adn06MiatehbkprivaNbacisnY of bdWMelWssvrtb eMlorNwtl membersoNy. P4Nsanelkmparary antl pertnarrcntdadrg
f
MiTek'
is allays rosutedhV staNsry entlkgevanfoo4apsv WhpossSbp P4peMtlVI`PI1 Porgy Ub
sy$Wlkluryentl
M1kketlon,stomga. EaMery,emc6w, erd 5rimig oftrussseeM Wss sysM1nn.see ANSVTPI10uallry MM1da, DSBA9 end SCSI BUVdiise Component
Criers. Dallas
6904 FastaN. tl
Safay kformafbn aveaehk hem Toss PIaM1 NsaMa.2fe N. Lea Street SuiM1]fi. AlexaM4e, VA22114.
Tempe. R 36610
Job
Truss
Truss Type
My
Ply
T13151746
40 1400_B 2CAR
H3A
Roof Special
i
1
Job Reference (optional)
Builders FirstSource, Plant City, FL 33566
n
n
8.130 s Sep 15 2017 MM
ODngGdWvpXLGZ=gRJj-60y9
23SA 29-6A
4-11-11 6-1-2
4o0 12 5x6 =
5 5x6 = 5x6 =
(19:10:11 Zola
6-10-14
Scale = 1:65.0
axe = so <a m n 14 " 12 11 US =
3VI = 4x6 = 5x8 = 3x6 = 30 = 20 11
9.T-12 i 18-t13 I 23-SA } 29A-10 1 3B.SA
a-1 -
d
0
d
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC2017frP12014
CS].
TC 0.84
BC 0.83
WB 0.77
Mabur-SH
DEFL in Voc) Well Lid
Vert(LL) 0.32 14 -999 240
Vert(CT) -0.61 14-16 -706 180
Horz(CT) 0.15 9 rda n/a
PLATES GRIP
MT20 2441190
Weight: 173 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD
Structural wood sheathing directly applied.
45,14: 2x4 SP No.t BOT CHORD
Rigid ceiling directly applied or 4-2-15 oc bracing.
BOTCHORD 2x4 SP No.1'Except'
13-15: 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. Oblsize) 2=1400/03b, 9=1400/0-3-8
Max Horz 2--101(LC IT)
Max Uplift 2=-617(LC 8), 9=-660(LC 9)
FORCES. (lb) -Max. CompJlvl .Ten. -All forces 250(lb) or less exceptwhen shown.
TOP CHORD 2-3=-338612229, 34--317612172, 5-6=2915/2049, 6-7=2788/1956, 7A=2767/1843,
8-9=-M7/2237
BOT CHORD 2-16=199913146, 14-16=-13172251, 12-14=-14652558, 11-12=197913245,
9-11=1979/3245
WEBS 3-16=d44/495, 5-16=5991932, 5-14=70311136, 6-14=1083/813, 7-14=226/360,
7-12=171/392, 8-12=7371546, 8-11=0276
NOTES- Unbalanced roof live bads have been considered for this design.
\%%�'(?'
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD1.=3.0pst; h=15fi; Cat Il; Fop C; Encl.,
V E N,q�;
GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) A-M to 5-0-0. Interior(() 5-0-0to 15-8-14, Extedot(2)155-14 to 185-13,
�: �\G
Interior(l) 234" to 375-0 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
NO 22839 •�
3) Provide adequate drainage to prevent water pending.
* ��
4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
5) • This truss has been designed for a rive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-M wide
bottom BCDL=1(.Opsf.
will fit between the chord and any other members, with
i 9 •. Z
•��
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Ot=lb)
$
2=617,9=660.
��
11111111111110
Water P. Rnn PE No.22839
'
MITek USA, Inc. FL Cart 6634
6904 Padre Fast Blvd. Tampa R.33610
Date:
February 6,2018
A WARNIND- VadyBaignpanmetm aM READNOnsa ON 1laSAND INCLUDED MIEx REFERENCEPAGEMF74n rev. 1001C%S BEFORE USE
De Vdlid Musa oely i WeM onrunaas. TNsdesign B based oNyupen parameters sbwm, entl is W ann ,,al buddoq aory ent. not
a bens system Before ese.Meburdb0 designer na,t db the epppebif, ofdWgn parameters and properly n pmate Misdesgn into Me oax
bmMmgdisbn. Brgvq hhGmtedbtp pReentbutlfv,p of NdnBual busswebeMradroN members oNy. AediSonel temporary and permmhmtbradrq
M!Tek'
BaMaysroWpetl fasmdary midbpawMraeaDnewM possible perunbi inl,ayantl pmpedNSM1a. FaltnerslguH4nm r9 Ma
rabrlrWMVRtaaye. drlxerY. aeceon antlba s andB
gM.VA1DuaIMCdt4da. DSBa9 eml BCSI BuOairp Compon4nt
Parke
Safety Intormatbn avaletle bolo Truss Plate MsaLda.218 N. Lea stree4 Sailor 312. AlexaM4e, VA 32114.
.218N.dbusssysteSs 31
U61Bhd.
Terimpa. FL O6fi10
ran
Job
Truss
Truss Type
Oy
Ply
T73151747
60_1400 B_2CAR
H4
Hip
2
1
Job Reference o tonal
Striders Flrst60u".
AT—
Plant City, FL 33566
4.00 12 Sx6 =
5
5x6 =
6
7-1-2
7-10-14
Scala: 3/16•=1'
41S = 16 15 sn 13 is 11 des
ad 11 us axe = des 2x4 II
3x4 =
7_1114 16-rt0
21 u
28A-10 384iE 1
1 1
1
7 d
Plate Offsets (XY)— 20-25 Eddel 190-2-6 Edcel
LOADING (psf)
SPACING- 2-M
CSI.
DEFL
in (too) Bdet Utl
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL)
0.32 13-16 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.79
Vert(CT) -0.5213-15 >829 180
BCLL 0.0
Rep Stress Ina YES
WB 0.93
Hmz(GT)
0.16 9 We We
BCDL 10.0
Code FBC2017rrP12014
MabbrSH
Weight 168 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2a4 SP No.2 'Except'
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc pur ins.
14,7-10:2x4 SP No.1
BOTCHORD
Rigid ceiling directly applied or 3.114 oc bnadng.
BOT CHORD 2x4 SP No.1 *Except*
WEBS
i Row at midpt 5-13
12-14: 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS. (Itllsize) 2=1400/03-8, 9=1400/0-3-8
Max Ho¢ 2=97(LC 16)
Max Uplift 2=564(LC 8). 9=664(LC 9)
FORCES. Pb) - Max. CompJMax. Ten. - All forces 250 Qb) or less exceptwhen shown.
TOP CHORD 23=34322502, 3-5=2565/1939, 5-6=-235511910, 6E=256511939, 85=3432FZ502
BOT CHORD 2-16=227913189, 15-16=227913189, 13-15=-15522355, 11.13=227613189,
9-11=227613189
WEBS 3-16=01314, 3-15=5861770, 5-15=237/494, 6-13=-250/493, 8-13=586/770, B-11=01315
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=3.OpsF, h=15fk Gat. 11; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C Fxtedor(2) -1-M to 5-", Interior(1) "-0 to 15-", Fxledor(2)154)-0 to 21541,
Interior(1) 29-115 to 37-5-8 zone; cantilever left and right exposed; end vertical left and tight exposed;G-C for members and forces
8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed far a 10.0 psf bottom chord five load nonconcur ent with any other five loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 346-0 tall by 2-04) wide
will fit belween the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of wdhstani ing 1001b uplift atjoint(s) except 61=16)
2=664, 9--664.
.� G E N 3' • ti �•i
No 22839
Water P. Finn PE No.22839
MfTek USA, Inc. FL Cert6834
6904 Padre East Blvd. Tampa FL=10
Date:
February 62018
AwARNINO • VMIy desgn paraNelen uM REAO NOTEB ON TXIS ANO MCLVOFJI EBI EK REFEBpCE PAGEOm•111] m.1 deY10f 5 BEFORE USE
o htlivtluel Euld"vgavmpanentrut
Ie
8Innis vsWfm use
��
a Innis . eetare use, the Wed'vg 4esiener must ved7 Me�plf®til'M arMsien Paramaeadand properly'vrnpvata Ods design into Newel
Te Use. VMBexa denagmra. modtheMplic iadrAgamate abns an pope in
■
desg
buMm9 rlaslgn. &adng hwcate4 isro pmrenh 5urxlmO plhdlNtlual hula ue0 ehtlladurd mamhasaNy.
l"
re4uheey4 roxn ppaerssoysnyal ntl pppery4amaga. r-allm rg Oho
cowss
kfa
beMk4a>Es
efm, 4esWtayetiryy, rImni.psfeaa
mraMs'aNateccahllgeppsfeW
earnetlr3epsaessMlNWe ABVRt uvanti,cdwta, 03089 and aCl Bandung domponpnt
69041 Panks
tBN.9aeylnfameatlpn
eITQ
Tnnpo R- wiI0
Job
Truss
Truss Type
Oty
Ply
T13151748
LbReference(opfional)
40_1400_132CAR
H5
Hip
2
1
Builders FirstSource, Plant City, FL 33566
. is a?s
M
d
4.00 12
5x6 = 5x6 =
6 7
8.130 s Sep 15
3x4 = 41 = 3x4 = 3x4 = 4x6 = 3x4 =
6-2.8
Scale: 3116",
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (too) Vde6 Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.69
Vert(L-)
0.36 16-18 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.75
Vert(CT)
-0.60 13-15 >726 180
BCLL 0.0 '
Rep Stress Ina
YES
WO 0.62
HOrz(CT)
0.16 11 r1a n/a
BCDL 10.0
Code FBC2017/IPI2014
MatraSH
Weight 1751b FT=20%
LUMBER-
BRACING -
TOP CHORD 2z4 SP No.2 •Excepr
TOP CHORD
Structural viood sheathing directly applied or 2-45 oc puriins.
6-7:2x6 SP No.2
BOTCHORD
Rigid ceiling directly applied or 4-1-14 oc bracing.
BOT CHORD 2x4 SP No.1 'Excepr
14-17: 2x4 SP.No2
WEBS 2x4 SP No.3
REACTIONS. (lb/s¢e) 2=1400/03-8, 11=1400/03-0
Max Horz 2=108(LC 16)
Max Uplift 2=552(LC 8), 11=5.52(LC 9)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) a less except when shown.
TOP CHORD 23=44632407, 3-5=4176AM9, 5.6=231811721, 6-7=2144/1671, 7$=2318/1721,
8-10=3176222% 10-11=34632407
BOT CHORD 2-18=219813238, 16-18=18212703,15-16=12802144, 13-15=18202703,
11-13=219713238
WEBS 3-18=332/390, 5-18=207/515, 5-16=7421663, 6-16=320/505, 7-15=-320/505,
8-15=742/663, 8-13=207/515,10-13--432rJ90
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vult=160mph (3second gust) Vasd=124mph; TCDL=42pst,, BCDL=3.Opst,, h=15fl: Cat. II; Fxp C; End.,
GCpi=0.16; MWFRS (envelope) and C-C Exterior(2) -1-M to 5-0-0. Interior(1) 54)-0 to 17-", Extedor(2)17-" to 19-5-e,
Interior(1) 27-11-5 to 375-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
8 MWFRS for reactions shbvm; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.9 psf bottom chard five load nonconcunent with any other five loads.
5) - This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 vdde
will fit between the bottom chord and any other members, with BCDL=10.0psf.
6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ut=lb)
2-652,11=652.
E .
No 22839
���
00 OF
I
p
Walter P. Ron PE No.22839
MlTek USA, Inc. FL Ced fi634
69M Parka East BW. Tampa FL M610
Date:
February 6,2018
AwARNmo - VerNy dealgn paramelen eM READ NOTfg ON r103 AN0 dcxunEo eerEN RQ£RENCEYAGEYR)Qa rev.leeY10r6 BEFOfiE USE
user rneMpermostdesignb Easedera/Wonpaimnebnseh,e n. h�vlduel Euedingcomponenttrot
��
a M,e3vaedmr
env. Baton usa, the WeduO tlasipnrmustw.rgytln eppli adliyal design parsmeten oM propnly isxxnporete Wsdaslpn rum me werea
Uw.t eWitdi properlyin
a coding
■
do
buMng desig2
MiTek'
guitlen8 an
aeMays nsau'vetlfar steEWry endm p�aventmeapsewxA possaJapen'asal EUuOend prapmbrdemaga...1fty
EnnlsTn f a ANSVT andB
edmda, 0.6BA9 end SCSI BuIminp CompomM
Inlenmrege.a rp
.
6arepe,Fe
Wl10b,enc6onena .saemitltmsssysLe ,s
Mi4.11ry
Saterylnrormatlon ewaada hem Tmsa vL to InsELAe. ]1B N. Lee SVeat 6une ]r2 Alemidtla, VA 2x314.
S,fiety
3EMA %10
Tarnpy FL 36gr0
Job
Truss
Truss Type
Oty
Ply
T13151749
40_1400_13 2CAR
Hit
Diagonal Hip Girder
2
1
Job Reference (optional)
Builders FirstSource, Plant City, FL 33566
2.93
S
NAILED NAILED NAILED
NAILED
Scale -1212
7-0-14
741-14
I 9-0-14 0.10.1
2-0-0 0-93
Plate Offsets IX V)- r204-7 Edael
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(foc) gde6 Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TO 0.53
Vert(L-) -0.06
2-7 -999 240
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.88
Vert(CT) -0.12
2-7 >980 180
BCLL 0.0
Rep Stress lncr NO
WB 0.19
Horz(CT) 0.01
5 rda We
BCDL 10.0
Code FBC2017/TPI2014
MabixSH
Weight 38 Ib FT= 20%
LUMBER-
BRACING.
TOP CHORD 2k4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 55-1 oc purling.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 8-00 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=18/Mechaniwt.2=437104-9, 5=416/Mechan-t aI
Max Horz 2=137(LC 4)
Max Uplift 4=29(LC 22), 2=316(LC 4), 5=235(LC 8)
Max Grav 4=25(LC 18), 2--437(LC 1). 5=416(LC 1)
FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(fb) orless exceptwhen shown.
TOP CHORD 23=751/346
BOTCHORD 2-7=4031686,6-7=4031686
WEBS 3-7=911465, 38-911/535
NOTES.
1) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst,, BCDL=3.0psf h=15ft Cat. 11; Exp C; End.,
GCpi=0,18; MWFRS (envelope);: cantilever left and Fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
e designed for a 10.0 psf bottom chord live load nnt with wother l
?
,
3) This
his truss has been designed for a live loadn of 20: ps n the bottom chord in areas here arectangle 344 tall by 2-0-0 wide
`%%%%`,(ER'P � I
/7�^%.
will fit between the bottom chord and any other members.
�� Pam..........
1#0
`� 'G E N ••
4) Refer to girder(s) for truss to truss connections.
truss to bearing 1001b 4
��� . •
�' - F •'. ��
5) Provide mechanical connection (by others) of plate capable of withstanding uplift atjout(s) except Dt=th)
2=316,5=235.
��
No 22839 r
6) "NAILED' indicates 3-1Od (0.148'k3') or 2-12d (0.148'x325) toc nails per NOS guidlines.
= .:� * =
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as Bunt (F) or back (B).
LOAD CASE(S) Standard
:r
1) Dead *Roof Live (balanced): Lumber Increase=1.25, Plate Inaease=125
Uniform Loads (ply
i •, � OF
'�
i 0 . . •�/ ��
Vert 14=54, 25=40
..
��'n �' ( IV.
ConcentratedVert
'�OR
3- 91(F1=46, B�6) 7= 39(F=20, B=20) 9=55(F=27, B=27)
ON A
;
Walter P. Finn PE No.22839
'
MRek USA, Inc. R. Cert 669
6904 Padre East 814. Tampa FL 3361D
Data:
February 6,2018
AWMNgyG -VeMy Qeslgn Pardmeten eM PEAO NOTES ON TMS AND INCLUDED 10rEx REFERENCE PAGE gRP74Ta rev. 1e011015 BEFORE USE
Design" Id W M onlyv MTe10ocoimec6xs TNsdesign Is based oNyulxnparemeters shown. end Is fares IrMNNual burdmg cortpment not
a busssystem Before use, the building dasl9nermatycaY use applicability of design parameters and Iexnndy ire pale tNa design Into the ayere0
■
braid'm9design.
MiTek'
b aM'are reau4ed brsLTNery arN to pre+enim9apse wID, Doslble Ixesmal Nlur7e^d popertydemga. Fergenerel guHance regartmg iM1a
fabrkaGon, starege. defUety.ererbon etM toam9 oftorsusard huge systems.see ANSMI1 Quality Cdteda, DSB49 end SMI Bolldln Component
6901 Parke East BNd.
Safety Into"nitlo0 evalebb SNn Toss gate h,seLAe.219 N. Lee Sweet Suite St2. Neaandde, VA 22314.
Tampa, FL W10
Job
Truss
Truss Type
Dry
Ply
T13151750
40_7400_B_2CAR
HJ2
Diagonal Hip Giber
2
1
Job Reference (optional)
Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:10:15 2018 Page 1
ID:aUnBFG710DngGdWvpXLGZczgRJj_BBWIAZ95j=GPIFXIrT6n9npTp2iEE7ndbLdtznvGo
-1-SO 2.9-3
13-0 2.93
Scale: 1.5'.1,
2.93
Plate Offsets(X.V)- MO3-11.Edgel
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL in
(loc) Odefl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.16
Vert(LL) -0.01
2-4 >999 240
MT20
2441190
TCDL 7.0
Lumber DOL
125
BC 0.11
Vert(CT) -0.01
2-0 �999 180
BOLL 0.0 '
Rep Stress Ina
NO
WB 0.00
Horz(CT) -0.00
3 n/a n1a
BCDL 10.0
Code FBC20171TP12014
Matrix-P
Weight: 11 In
FT=20%
LUMBER.
BRACING.
TOP CHORD 2k4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-93
0o pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid caging directly applied or 10-0-0 on bracing.
REACTIONS. (Ilasize) 3=42/Mechanica1, 2=179/0314, 4=1/Mechanical
Met Horz 2=55(LC 4)
Max Uplift 3=41(LC 8), 2=I87(LC 4), 4=6(LC 4)
Max Gmv 3=42(LC 1), 2=179(LC 1), 4=27(LC 30)
FORCES. (lb) - Max. Comp7Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES.
1) Wind: ASCE 7-10; Vult-160mph (3-secend gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; CaL II; Exp C; End..
GCp1=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; porch left exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load noncencumenlwith any other rive loads.
3) a This truss has been designed for a We load of 20.Opsf on the bottom chord in all areas where a rectangle 3.641 tall by 2-" wide
vnll fit between the bottom chord and any other members.
4) Refer to girder(s) for thus to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoings) 3, 4 except Qt=lb)
2=187.
6) "NAILED" indicates 3-1Od (0.148"xX) or 2-12d (0.148x325') toe -nails per NDS guidlines.
7) In the LOAD CASE(S) section, loads applied to the faro of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 13=54, 24=20
Concentrated Loads 9b)
Vert: 5=53(F=26,13--26)
o-JeR P
�� C2 E N
No 22839
sSjONA1
Wager P. Rnn PE No.22839
MTek USA, Inc. R. Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 62018
AWA ffl-VeMxaesrgn Wmmetve aM READ NOTESON TNISANOINMIMM NREKREFERFJICEPAOEN67473 rt 10=20150EPoREUSE
Is basedbrly.fn,nparhrsshown. ntl
for. �iae,h.bo"de
a Wyss Syalam. BerowM pcimsTotdesgn
pvpft incaronce Ws aesi� tl, o ran
rpua&ngbMivtluel�WSS weewU�wM mmbersoNy.
buNtrgdeslpn. &adip tr�bcatedkbpaiavent me Mditlmel terigareryeM pemianenl Matig
iwiTek'
b eMays mRWrea MsteNery eMfO prevent oo2apse Wm pvsvble personal lnjwy ana propeM. rmpenamlpiridenmrayard'v
IebrhAffan.5lorege. deevery, erection oM bracY9 of trussesand busasyslems.ue ANSUMISVfW1omlMCdtMla, 048-99eM BCSICSIBWIdtrq ComponaM
SMarylnromugon avaiatle from Truss Plate NSELrIa, 218 N. Lea Street Euib]12, AletenCda. VA 22116.
Tampa. Fl. 36610hd.
Tampa, FL 3ti8f0
Job
Truss
Truss Type
Oty
Ply
T13151751
40 1400 B 2CAR
HJ3
Diagonal Hip Girder
1
1
Job Reference (optional)
Builders Firstsource, Plant City, FL 33566
NAILED
NAILED
2.83 12
14 = 6 7
NAILED NAILED
NAILED NAILED
Seale =1:13.2
LOADING (pst)
SPACING-
2-0-0
CSI.
DEFL in
(loc) Odefl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.44
Vert(LL) -0.05
2-4 >999 240
MT20
2441190
TCDL 7.0
Lumber DOL
1.25
BC
0.32
Vert(CT) -0.07
2-0 >866 180
BCLL 0.0 '
Rep Stress lnor
NO
Wall
0.00
Horz(CT) -0.00
3 nda WE
BCDL 10.0
Code FBC20177FP12014
Matrix-P
Weight 191b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2k4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-73
Go puriins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. Obfslze) 3=131/Mechanical,2=256/OA-9,4=42IMechaniwI
Max Horz 2=88(LC 4)
Max Uplift 3=113(LC 8), 2=226(LC 4)
Max Grav 3=131(LC 1), 2=256(LC 1), 4=97(LC 3)
FORCES. (III) - Max. Comp_/Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; End.,
GCpi=O.18: MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 pal bottom chord live load nanconwnent with any other five loads.
3) - This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3E-0 tall by 2-0-0 wide
"If fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connecfions.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) except at=1b)
3=113, 2=226.
6)'NAILED' Indicates 3-1 Od (0.148"xX) or 2-12d (0.148'x3.25') toeahaffs per NDS guidiines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Inc2ease=125
Uniform Loads Uelo
Vert: 13=u4, 2-0=20
Concentrated Loads (Ib)
Vert 6=55(F=27, B=27) 7=2(F=1, B=1)
,�PVC G E N . i/V
.�\ SF. .�
i
No 22839
.
`%
Walter P. Finn PE No22839
MIFek USA, Inc. FL Can 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 6,2018
®wm" -VORVaezrgn gramefen ena REAG NOTES ONTIO6 ANOQlClmm earERR SRENCE PAGE TM ref. 1=1o01S BEFOREUSE
Deem,saesfor useO is bestseNyupm mmpmrenlrut
��
PlInp crsa,mr pedyenbmvfdueua dtl
aWasyeen. Berae use.l bu�uy4 eppewbadyef4esynpzramgtemandrxopmrybxapaem Urs 4eemh nb Me ovemn
.Me bMir,aMeIg er rort ally
bmlibg 4esigrl amdrhg Meicatcd'n to PmxntdNNnp orb4iNdual buss web enara Nmtl manbersaay. A4ai6onal [empamy mho ummanenl bmtln9
,,g Ixxengefhd
Welk'
iaeNmys rryu"ve4farstebWly aW b Pla"Ont meapsewab pessMle persmel MjmTaw pre0ee. Far WhemenO Mg
meetivery,eentl beclol Wsssyssee ANSM1Dualry Cdertal0.tAM andSCSI Buli4lrm Component
4 East Blvd.Safthf[Afemaon
eMaftmTssPbelnbL.218N.LSLSe]12NrLeVA214.
Tenpa36610
Job
Tress
Truss Type
Cry
Ply
T13151752
40 1400 B_2CAR
T1
Roof Special
1
1
Job Reference (optional)
ouncers rnsibourde, Plant filly, FL 33S55
Tue Feb 5U9:1U:1I Wltl
S35 7-5-9
4.00 12
5x6 =
5
44-7 4.4.7 4-11-11 7-0-0
Scale=1:65.0
3xe = 15 - 13 " 11 10 Us
ad 4x8 = 5X8 = 4xI0MT20HS = US = 2 4 I
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-04)
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC2017/TPI2014
CSI.
TC 0.90
BC 0.88
WB 0.81
MatrixSH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) Well Lid
OAS 11-13 >897 240
-0.89 11-13 >490 180
0.18 8 n1a rda
PLATES
MT20
MT20HS
Weight 164lb
GRIP
2441190
1871143
FT=20%
LUMBER-
BRACING -
TOP CHORD 2k4 SP No.2 'Except*
TOP CHORD
Structural wood sheathing directly applied.
55: 2x4 SP M 31, 7-9,1-0: 2x4 SP No.1
BOT CHORD
Rigid ce9ing directly applied or 3-7-7 oc bracing.
BOTCHORD 2x4 SP No.1
WEBS
1Few at midpt 3-13
WEBS 2x4 SP No.3
2 Rows at 113 pis 6-13
REACTIONS. (lb/size) 2=1400103-8, 8=1400103A
Max Harz 2=101(LC 13)
Max Uplift 2=-622(LC 8), 8=-i60(LC 9)
FORCES. (Ib) -Max. CompJMax. Ten.- All faces 250 (lb) or less except when shown.
TOP CHORD 23=-339912202, 35=249911724, 5-6=250211694, 6-7=.451513011, 7-8=3446/2211
BOT CHORD 2-15=197213155, 13-15=1972T3155, 11-13=289714547, 10-11=196213190,
8-10=1963/3199
WEBS 3-15-01317, 3-13=-9531706, 6-13=60511106, 6-13=232211614, 6-11=533I509,
7-11=100611475
NOTES-
1) Unbalanced roof live loads have been considered or this design.
Cat 11;
2)
S.", i5�8-141
`
,P ,
Cpi� 18; MWFRS (envelope) and C-C Eatedtor(2)51-0-0 o IIntedor(1) 5-" o 15-8-14. Exterior(2) 211-8-14,
�.�R
Intedor(1) 245-13 to 295A zone; cantilever left and right exposed; end vertical left and right exposed;C-C or members and forces
�%
•� N ••.
& MWFRS or reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
,�% V • G E g 11
V F ••. ��
3) Provide adequate drainage to prevent water pondttg.
�4
4) All plates are MT20 plates unless otherwise indicated.
• •=:
No 22839
5) This truss has been designed for a 10.0 psf bottom chord live load nonconar ent with any other live loads.
•
= * : * =
6) This truss has been designed or a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2." wide
will fit between the bottom chord and any other members.
7) Provide of truss to bearing 100 lb
mechanical connection (by others) plate capable of withstanding uplift atjoint(s) except 1jt=lb)
2=622, 8=660.
9O
�Q7
s.0 OR10P :;�,�.
N.'I 10NAl��Ca�.
Wafter P. Finn PE No.22839
•
Mrrek USA, Inc. FL Ced 6634
6904 Padre East Blvd. Tampa FL 33610
DatE
February 6,2018
Awm"G-Venn, de l9npamme ere and READ NOTES ONTNR:AN VVMUDED emENRErERENCEPAGENU-T4xl rev. fe011015aEFORE USE
Design Valid Wme oNy who 6fiTek®ca nmWs. 71m design Is based Q* upon perimeters shown, and! is Ivan IninN1W bued'ohg convenient not
a Wsssystem. Before ma.Na Ix" daial r r must Vedy the WAkatiifef efdaslvn Wlmrelars and propuly lncaperate Via design Into the overall
bhtlldn9 tlevpn. BaWp NGraled h b laevantbudfnD of ln3vtlud bussvmL ehdr>tlW memberseNy. Addlyerel tempaery eM pvmanend5redng
1 L'
h etways reWlrM tar stapiey end tp prewntcedapsewNn possaH primal lnPq'aM Ppparydama9e. Faeeneraeria,DB reDaNN9
febdcatlenrnatiO,tleWery. arec5m ahtl brachg pfhussesenndbmssystams.see ANSVfPIt Ouallry CdaUa, aSBJla mtl SCSI aulNlrg oompormN
S1
65G4 Paka d
9afey InfhrmaUpn avadaNe npm Truss Plate InsrLxa.218 N.lee Sheet SUN3a2, AlesmNv, VA 22314.
Tenva, R 3fi610
36610
Job
Truss
Truss Type -
Oty
Ply
T13151763
LbReforence
40 1400_B 2CAR
T2
Roof Special
1
1
(optional)
Builders FmctSource, Plant City, FL 33566
8.130 s Sep 152017 M7ek Industries, Inc. Tue Feb 6 139:10:1a 2131a Page 1
ID:aUnBFG710DngGD WvpXLGZ=gRJj-PmtfOBcl OeLK7tmgCtOAkOn6Bbf6vMxZTbp7DCwvGZ
15-8-14
21-1.8 95 5-13 3158 365-6 7-
83-5 7-i9
Sri-7 Sri-7 4-11-11 5-0-0 -0-0
•
Scale =1:64.9
• 4.00 12
. Sx6 =
5
4X6 4
- — _ -5X8_�--
2X4 \\ 184
6 19
3
5X6 = 6X12 MT20HS =
17
7
1 2
A 10In
d
d
3a = 16 20 15
21 14 13 12 11 3x6 =
3X4 = 3X6 = 3x4 = 06 = 8x14 MT20HS = 2x4 II
Ad 7 17-11.2 28b13 31SA 384i41
A4-7 8-6-11
I I
84411 411-11 5-0-0
Plate Offsets (X YI- 12�0-0-6 Edue1 f4�03-0 Edcel f6�0-1-00-2.81 f70-3-0 Edg 1 [8'0-9-12
0-2.121 f9�04-O Edg ]. 112 0-4-12 EdgeI
LOADING (psQ
SPACING- 2-0-0
Mr.
DEFL. in (loc) gde8 Lid
PLATES GRIP
TCLL 20.0
Plate Grip COL 125
TC 0.92
Vert(LL) 0.58 12-14 >746 240
MT20 244/190
TCDL TO
Lumber DOL 1.25
BC 0.79
Ved(CT)-1.0212-14 -427 180
MT20HS 1871143
BCLL 0.0 '
Rep Stress Ina YES
WB 0.96
Hom(CT) 0.16 9 n1a rda
BCDL 10.0
Code FBC2017/TPI2014
MatrizSH
Weight: 166 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 *Except*
TOP CHORD Sbuctilrel wood sheathing directly applied.
8.10:2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or4-23 oc bracing.
BOTCHORD 2x4 SP No.1
WEBS IRaw at midpt 6-12
WEBS 20 SP No.3
REACTIONS. (Iblsize) 2=1400103-8. 9=1400/03-8
Max Ham 2=101(LC 17)
Max Uplift 2=623(LC 8), 9=-660(LC 9)
FORCES. (lb) - Mu. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 23=-33862207, 3-5=3215f2196, 5-0=2862/1967, 6-7=5818TJ793, 7-8=567213674,
89-35852327
BOT CHORD 2-16=1978/3145, 14-16=13202262, 12-14=2166/3394, 11-12=2081/3333,
9-11=208113343
WEBS 3-16=4421491, 5-16=E381955, S74=-657A062, 6-14=1076/882, 6-12=15982525,
7-12=2072/1428, 8-12=15802465
NOTES-
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=3.Opsf,h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C Exteda(2) -1-M to 5-0-0, Intedor(1) 5-M to 154t.14, Extedog2)15-8-14 to 21-8-14,
Interior(1) 265-13 to 315-8 zone; canhlever left and fight exposed ; end vertical left and fight exposed;C-C for members and forces
8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pondblg.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nunconcument with any Omer 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-" wide
will fit between the bottom chord and any other members, with BCDL = 10-Opsf.
7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joints) except Ql=th)
2=623, 9=660.
No 22839
%
Wafter P, Rnn PE No22839
MRek USA, Inc. fL Cert 6634
6904 Paden East Blvd. Tampa P.33610
Data:
February 6,2018
A WARNMO-Ver%atgnparanefemwM READ NOTES ONTMAfiAND MOLUDED AIIlEK REFERQICE RAOENIA)lnm. fADY20f5EE(LRE USE
Oedgn vaed bruseanryv4N fNTeke mmectrn.Tbis des®nhbosM aay upon pelwneters shwm,aM btor��hdivWua burdvq mrpwlent rot
O
a buss system. Berore use. Nebuidmp Oaslgnw mustveay th opperabintyoldeslgn paemetersand NopeM ktcomwaro tldsdesign Into me overact
bund6m deslgrt &arLxl hidipkd tsm wasryandwaa bussweb eMlw Uwd members Dory. AtldNwal temporary eM pertnmxntbramg
M!Tek•
plevNV
Iaefways mAulmdfor stahLtye�to Pmvenrmyapsav MpoasTle lX+r:Xmal Inlwyond pmpeMdamage. melduldanceregmdmgtlro
tlanmy.erecEm and baoTgabusso eM m¢s syatems. see ANSVTPiI OualM Cdroda, DSBan and BC8l Bundlrg Compomm
Quality
East Blvd.
Safaryeon.staage,
safely Inbrmanon avaemb own Tmss Plate tnsEMe.2t8 N. Lne Seeet suxell2, AleXerM4a, VA 2231a.
T.Ped's
Tampa, R 38610
Symbols
PLATE LOCATION AND (ORIENTATION
-01
1 3t4 Center late on joint unless x, y
offsets re indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
04,e-
For 4 x , f orientation, locate
plates 01 'he' from outside
edge of truss.
This symbolIndicatesthe
required direction of slots in
Plate location details available In MiTek 20120
software.or upon request.)
PLATE SIZE
The first dimension is the plate
4 X 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated symbol shown and/or
the
of t
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
(supports) occur. loons vary but
reaction section Indicates joint
number where bearings occur.
Min size shown is for crushing only. -
Industry Standards:
ANSI/TP11: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
SCSI: Building Component Safety information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
r,.d,..M.rl 111MM T......
Numbering System
I6-4-8 dimensionsshown In bdeeMbe
II' -II (Drawings
scale)
not to scale)
1 2 3
of
O
2
U
a
O
h
BOTTOM CHORDS
8 7 8 5
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1908
ER-3907, ESR-2362, ESR-1397,.EBR-3282
General Safety Notes
Failure to Follow Could Cause Property
Damage'or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, Is always required. 'See SCSI:
2. Truss bracing must be designed by an. engineer. For
widatruss spacing, individual lateral braces themselves
may, require bracing, or alternative Tor I
bracing should be considered.
3, Never exceed the design loading shown and never
stack materials on Inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other Interested parties.
5. Cut members to bear lightly against each other.
e. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSVrPI 1.
7. Design assumes trusses will be suitably protected from
the environment In accord with ANSITPI 1.
9; Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design Is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and Is the
responsibility of truss fabricator. General practice Is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
Indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or befter than that
Trusses are designed for wind loads in the plane of the
specified.
truss unless otherwise shown.
13. Top chords must be sheathed or pudins provided at
spacing Indicated on design.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
Bottomlateral
14 Bottom chords require lateral bracing at 10 ft. spacing,
ch
o telling Is.ire
, , unless otherwise noted,
established by others.
15. Connections not shown are the responsibility of others.
® 2012 MiTek® All Rights Reserved
11111111110111111110®
Willa
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
16. Do not out or alter truss member or plate without prior
approval of an. engineer.
17. Install and load vertically unless Indicated othemise.
16. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all purports of this design (front, back, words
and pictures) before use. Reviewing pictures alone
Is not sufficient
20. Design assumes manufacture In accordance with
ANSUTPI 1 Ouslity Criteria.
ON THE TRUSS REPRESENTS ITS LEFT END
36-05-08
Roma
a �
� !•
�IIIIt
ill!
�:�
■
■
ill�llll!!t
I�
It
�
!•>•
I ,
I®
,III
I
�I
—I
I�n
r r I
I__
I
I__
I
I_
I
I�
I
l�nar
I
l�n
r r I
Il
i rr
i!®111.
Eirm
I.
I�
, r
�I�
r i rr
r• r'
r rr
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE�000dJNTY
BOCC
SCANNED
BY
St. Lucie C®unbY
OBuilders
FirstSource-
1602 JNDUSTR/A1 PARK OR
PLANT CITY Fl-
Phone:(813) 759-5922
Fax (813) 752-1532
WIPJAv .bldrcom
- Per ANSUTPI 1-2007 all' Truss to Wall'
connections are the responsibility of the Building
Designer, not the Tres Manufacturer. -
- Dimensions are feet -Inches- Sixteenths.
- Trusses are to be 24' o.c, unless noted
otherwise (U.N.O.)
- Trusses are not designed to support brick U.N.O.
- Do not M or modify trusses without first
contacting Builders FirstSourm.
- Immediately contact Builders FirstSouree if
trusses are damaged.
Connection Notes:
- All hangers are to be Simpson or equivalent
U.N.O.
- Use Manufacturers specifications for all hanger
connections U.N.O.
- Use 10d x 11/2' Nails In hanger connections to
single ply roof girder trusses.
Floor Truss Notes:
- Shift truss as required to avoid plumbing traps.
- Installation Contractor and/or Field Supervisor
am to verify all dimensions, trap locations, and
options prior to installation
Dimension Notes:
- Drawing not to scale. Do not scale dimensions
ENCLOSED BUILDING
(COND. 1)(CAT. II)
160 MPH
EXPOSURE C
TCLL: 20 PSF
TCDL: 7 PSF
BCLL: 10 PSF
"Non -Concurrent"
BCDL: 10 PSF
DURATION: 1.25
Only reactions greater
than 5,000 Ibs & uplifts
greater than 1,000 Ibs
are noted on the truss
placement page
7urney Homes
40 - 1400
Elevation B
Lot Swing Right
2 Car Garage