HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSIrTPI 1 section 6.3
These truss designs rely on lumber values established by others.
----__---FILE SPY --
RE: 1603841 - 1603841 - CARTER MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: CARTERS CONCRETE Project Name: CARTER RESIDENCE ModTeN/AL 33610-4115
LoVBlock• N/A Subdivision: N/A
Address: OLIVE ST 80A11vE!0
Y
City: FORT PIERCE State: FLORIDA ,e�+
Name Address and License # of Structural Engineer of Record, If there is one, for the build) . Lucie county
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017(rP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 47.0 psf Floor Load: N/A psf
This package includes 35 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
T15703068
IA01
11/30/18
18
T15703085
B04
11/30/18
12
IT15703069IA01A
I11/30/18119
IT157030861B05
111/30/18I
13
T15763676IA02
111/30/18120
T15703087IB06
111/30/18
4
T15703071
A02A
11/30/18
21
T15703088
B07
11/30/18
15
IT157030721803
11/30/18122
JT157030891CJ01
I11/30/18
16
IT157030731A03A
111/30/18I23
1T157030901CJ03
11/30/181
17
IT15703074IA04
111/3011824
T15703091
CJ03P
11/30118
18
IT15703075IA04A
111/30118125
1 T1 5703092
1 CJ05
111/30/18I
19
IT15703076IA05
11/30/18126
1 T15703093
I CJ05P
111/30/18
110
IT15703077
IA06
11/30/18
27
IT15703094
IHJ01
111/30/18
I11
IT157030781A07
11130/18128
T15703095HJ01P
11/30/18
112
I T15703079
I A08
11/30/18
129
I T15703096
I J07
1 11/30/18 1
113
1T157030801A09
I11/30/1830
IT15703097J07P
111/30/181
I14
1T15703081
1A10
11/30/1831
T15703098
V4
111/30/181
115
T15703082
1601
11 /30/18
32
T15703099
1 V8
111/30/18
16
IT15703083
602
11/30/18
33
T15703100
V12
11113g 18
117
IT15703084IB03
11/3011834
IT15703101
V16
111/30/18
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 thus component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANS11TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to Mrrek. Any project specific information included is for MiTeles 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 property incorporate these designs
into the overall building design per ANSl1TP11, Chapter 2.
JAN 2 5 2019
Permitting Department
St. Lucie County, FL
November 30,2018
Finn, Walter 1 of 2
1 RE: 1603841 - 1603841 - CARTER
Site Information:
Customer Info: CARTERS CONCRETE Project Name: CARTER RESIDENCE Model: N/A
Lot/Block: N/A Subdivision: N/A
Address: OLIVE ST
City: FORT PIERCE State: FLORIDA
INo.
Seal#
Truss Name
I Date
35
IT15703102
IV20
11/30/18
2 of 2
Job
Tmss
Tmss Type
py
Py
7M841-CARTER
T15703068
1603841
AD1
Hip Girder
1
1
n5 Ra(a,annw Inndnnall
s.
5.o0 12 5a8 = 5x8 = 2x4 11
3 28 429 W 31 5 32 m 6
LV lU M11 aF 1aV V5V1e5, InG rn ltlOV iV V0:90:LI LV l6 rage 1
5, = 2x4 11 6, = 6xg =
7 34 35 a 9 W 10 3] W 11 39 40 41 12 -
Seale =1:80.5
27 26 42 25 44 45 23 48 47 22 18 21 49 20 50 51 19 52 53 18 17 54 55 16 15
ST1.5d8sTP = 51di = 2x4 II ST1.5x8STP = 2x4 II ST1.5xe SrP = 2x4 II Sx8 — ST1.5x8 STP =
3.4 G us = Bx,, = 3.4 J
LOADING (pst)
SPACING- 2-0-0
CSI.
DEFL in (loc) Vden Lid
I PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.36
Ved(LL) 0.06 20-22 >999 240
MT20
2441190
TCDL 7.0
Lumber DOL 1.33
BC 0.28
Vert(CT) -0.0720-22 >999 180
BCLL 0.0
Rep Stress Ina NO
WB 0.99
Hors(CT) 0.02 15 n1a Na
1
BCDL 10.0
Cade FSC2017rrP12014
MabixSH
Weight: 312lb
FT=20%
LUMBER- BRACING -
TOP CHORD 26 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
13,12-14: 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 0o bracing,
Except:
BOT CHORD 2x6 SP No.2 6-0-0 oc bracing: 1-27,14-15.
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0. _
(Ib)- Max Horz 27=74(LC 31)
Max Upfift AB uplift100Ib wless m jodnt(s) except 23=1073(LC 8), 19=1080(LC 8), 27=313(LC 8), 15=244(LC
8)
Max Grav All reactions 2501b or less atjoings) except 23--2202(LC 17), 19=2210(LC 18). 27=866(LC 1),
15=863(LC 1)
FORCES. (Ib) - Max CompJMax Ten.- All forces 250 (b) or less except when shown.
TOP CHORD 1-2=159256, 2-3=8691264, 3-4=771270, 4-5=328/738, 5-7=328,738, 7-8=5851491,
8-10=343f751, 10-11=343f751, 11-12=778284, 12-13=877280, 13-14=1221256
SOT CHORD 26-27=1641649, 2526=161510, 23-25=16f510, 22-23=3841585, 2G-22--394f578,
19-20=3941578, 17-19=171479, 16-17=171479, 15-16=1711599
WEBS 2-26=121261, 4-26-2001339, 4-25-0251, 4-23=13871517, 5-23=4801252,
7-23=1484i924, 7-22=1991313, 8-20=19li316, 8.19=14911926, 10-19=-481253,
11-19�13911526.11-17=0/250.11-16-1961330,13-16--1151259, 2-27=10241411,
�.I
13.15=1020t7``+Pv-�EFi.
iI
NOTES-
1) Unbalanced mof live loads have been considered forthis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=6.0psf; h-25R; B=4511; L=48% eave=61t; Cat
II; Exp B; End., GCpi=0.18; MWFRS (directional); cantileverleft and right exposed; Lumber DOL=1.60 plate grip DOL="O
3) Provide adequate drainage to prevent water positing.
4) All plates ere 4x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chard five load rancencument with any other8ve loads.
6) -Tits Wss has been designed fora live load of 20.0pst on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 vide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1073 lb uplift at)o1m 23, 10801b uplift at
joint 19, 313 lb uplift at joint 27 and 244 lb uplift at joint 15.
November 30,2018
.GOnfin
A IVARNING-VeiNy CMl9nparameM aexI READ NOTES ONIrMS AND DICWDmARTEK RFlEAFNDE PAGE 4 7"J rex. 10014ball, EOREWE
Design valid fm use only With MReM mMaGOrS. Tints design based myI 1Param9heG a11LY11, and 15 Ior all E iRlVal tnfisi 4m111ppI MnM
e truss t.U.,the &
Wasm designer llu6lvel, the appfivb'D1,.t desgnpvamnen and plepedylnc., RenWeDes
. WtlSmg oldMhtdual Wssaeb aMrorauN rtvtbele ady. AdddbNlte 0pnssa l4trell
wek'
Isalwnyemqueed der 9a5il and to Rre cold
ry p eapse aitlllussIDla pmsonat mpeyand pmpNy0mnA9e. FarganORl guidable regald'vryll,e
Iabdce118n, slarege, derrvery, eractDn andbradngeftrussea aM truss 4Ts12(Fa. 00o ANSVIPI1 Oualiry Dmeda, p5a89 an0 SCSI Bu001n9 Cempomm
8904ParFEa
BafnY Nrdrmaden ava0a010 ham Tws Rrte Ins9ada, 218 N.Ica S1meL Suds 312, AIevndiR, VA22414.
TOmpa. FLL 366ID10
Truss
Tru Type
Oy
py
1603847-CARTER
rob
T15703068
641
A07
Nip Girder
1
1
_
Job Referenm IcoBonall
Bu6dem Fist Soum.PJsm.Ciiy,Flodda33566 &220 s Nov 16 2018 M7ek IndusVies, Inc Fd Nov30 08:4921 2018 Page 2
NOTES-
ID:apmint WhALpcvmpySOpOLyNi02.p4k6CJ1_-xjccbT3p8Xrmd'SYCVAFCVQjOQOGmPyEMC--
8) Manger(s) cr other connerdon device(s) shaft be provided su(tiderdfosuppcd conremraled loads) 125lb down and 159 lb up at 7-0-0, 32Ib doom and 691b up at 9-6.12,
321b down and 691b up at 11-0-12, 32Ib dorm and 691b up of 13-0-12, 32Ib down and 69lb up rd 15-0-12, 32Ib down and 71 Ib up at 17.0-12, 32Ib down and 71 Ib up
at 19-O-12, 32Ib down and 71 lb up of 21-0-1Z 32 fb down and 711b up of 23-D-12, 32Ib tlown and 711b up at 24-11.4, 32Ib down and 71 Ib up at 26-11-4, 32Ib down
and 71 Ib up at 28-11-4, 32Ib down and 71 Ib up at 30.11-4, 32Ib down and 691b up at 32-11-4, 32Ib dwm and 691b up at 34-11-0, 32Ib down and 691b up at 36-11-0
, and 32Ib down and 69 lb up at 38-11-4, and 125 lb down and 159lb up at 41-0.0 on top chord, and 2191b down and 124 lb up at 7-0-0, 59lb down and 32Ib up at
9-0-12, 59 Ib down and 32Ib up at 11-0.12, 59lb down and 32Ib up at 13-0-12, 591b down and 32Ib up at t5-0-12, 591b down and 1031b up at 17-0.12, 591b down and
101Ib up at 19-0-12, 59 Ib down and 103 Ib up at 21-0-12, 591b down and 1031b up at 23-0.t2, 59lb down and 103lb up at 24-11-0, 591b down and 10316 up al
26-11-4, 591b down and 1031b up at 28-11-4, 591b down end 1031b up at 30-11-4, 59 ib dawn and 32Ib up at 32-ttd, 591b down and 32Ib up at 34-11-0, 591b down
and 32Ib up at 36-11-0, and 59 lb down and 32Ib up at 38-11-4, and 219 lb down and 124lb up at 40-11-4 on bottom chord. The desigrdseledion of such connection
- device(s) is the responsibility of others.
9) Inthe LOAD CASE(S) section, loads applied to the [am of the buss are rioted as front IF) or back (B).
LOAD CASE(S) Standard
1) Dead+ Roof Live (batanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pl1)
Vero: 1-0=74, 3-12-74, 12-14=74, 1-14=20
Concentrated Loads pb)
Vert: 3=55 fl 6=25(F) 26=-81(F) 7=25(F) 22=59(F) 20=59(F) 8=25(F) 16=81(F) 9=25R 28=25(1`) 29=25(F) 31=25(F) 32=25(F) 33=25(F)
34=25(Fl 35=25(F) 36=25(F) 37=25(F) 38=25(F) 40=25(1`) 41=25(F) 42=59(1`) 43=59(F) 44=59(1`) 45=59(F) 46=59(F) 47=59(F) 48=59(F) 49=59(F)
50=59(F) 51=59(F) 52=59(F) 53=59(F) 54=59(F) 55=59(F)
AWA NO-Verar a rgnparaaremase )UMD MODES ONTrLLS ANDINLWDm1D1El( PEiEF810EPAGCWMJ oar. It 015 BEFORE IAE
Design var4!arum onlys MM,MWmrepon. TNs de9p hhazad onyupgnpaMmete. alman and is bran NO'Mdualbtgl" mRoanaM, cot ��•
e Wsss,ken Bar= um, the Wu gdasignarmustwAlyMo a pp5mbayatdeigipaMm0ersaMpopedyrtxarporrtatlds des9nWo Ine ovemg
WW!ngdeslgn.MiTek*
MMM oragweedlorstabd,ya .rxl brmhV.Iwdapass'Srfefrersmut'ryuyaMpmpeaydaMaga.FaMy Cdh1gulEance regaMegtln
SaWy Inforrarege, daiNery,eM TMSSb tngibv¢M8N. 6vssaysi.Wa3l ANNVA OualiryodMda,Da&69 antl BG510upmng CampgrreM Tarn PoFL 36610Nd.
9aMty In/ormanon aveuabb M1om Trvaa Plate lnsNute, 219 N. Lee SoeeL sudaalz AlemndfgVA2Z1fa. Tampa, FL 36610
TrussTypb-
Oty
Pty
1803641-CARTERT16703069
=jobTruss
A01A
Hip Girder
1
G
.Inb RafPrenoa foofionall
Builders
5.m 12
4M =
25
ST1.5a8STP =
3a8 i
mu eR mQtl Yes. mG rn NQV Ju ea:4a:m cote rage 1
o7x7,�me:l rnnuhnnn7.ncol nnnN„rTM;�Rm,roA7-- -
6,m axe = 2a4 II sxo = 41,8 = Sae = 5ao = 2x4 II axe =
Sa6 =
3 26 27428 29 W 5 6 731 32 33 8 34 9 10 35 W 11 37 38 39 12
24 4D 41 23 42 43 22 44 21 45 20 48 1%7 48 49 18 W 51 17 52 63 16
Sx8 7x10 = Sx8 = 4x8 = 2a4 5a8 = 7 o = 6, =
6x12 MT20HS =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in poc) I/de0 L/d
TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) 0.92 19.21 >571 240
TCDL 7.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.9919-21 >531 180
BCLL 0.0 Rep Stress Ina NO WB 0.63 H=(CT) 0.18 15 am n1a
BCDL 10.0 Code FBC2017/fP12014 MatrucSH
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 •Exmpt' TOP CHORD
1-3,12-14: 2x4 SP No.2 BOT CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP ND.3
REACTIONS. (Ib/sae) 25=306710-8-0,15=306710-8-0
Max Horz 25=74(LC 7)
Max Uplift 25=218g(LC 8), 15=2123(LC 8)
FORCES. Qb) - Max. Comp.lMax. Ten. -All farms 250(lb) orless exceptwhen shown.
TOP CHORD 2-3=4912J3620, 34=4435/3332, 4-5=1032617508, 5.7=1032617508, 7-8=1144618303,
8-10=10327f/516, 10-11-10327f7516, 11-12-- A35/3351, 12-13=-4912/3641
BOT CHORD 24-25=2080/2917, 23-24=5760/8084, 22-23=576218OB8, 21-22=8135/11446,
19.21=8137/11444, 18-19=8137/11444, 17-18=5T75/8087, 16-17=577218084,
15-16=2115/2917
WEBS 2-24=1267/1829, 3.24=-1124/1472, 4-24=-417712960, 4-23=185/301, 4-22=182412599,.
5-22�414/291, 7-22=1306/919, 7-21=1991292, 8-19=1681291, 8-18=13031913,
10-16=-4un91, l l-18=1819/2599, 11-n=1851301, 11-16=-4m/2953,
12-16=113111472, 13-16-126711829, 2-25=411313033, 13-15=411312997
Sul* =1:60.7
15
ST1.Sa85TP =
3.8
PLATES
GRIP
MT20
244/190
MT20HS
1871143
Weight 625lb
FT=20%
Structure! wood sheathing directly applied or 4-5-11 oc pudins.
Rigid calling directly applied or 5-6-10 oc bracing.
NOTES-
1) 2-ply truss to be connected together with IDd (0.1317Gi) nails as follows:
Top chords connected as follows: 2x4- 1 low at D-9-0 oc, 24 - 2 rows staggered at D-9-0 cc.
Bodom chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except d noted as front (F) a back (9) face in the LOAD CASES) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=l7Amph; TCDL=4.2pst BCDL=B.Opsf, h=25R B=45ft; L=480; eave=Bfh Cat.
II; Exp B; Part. End., GCpi-0.55; MWFRS (directional); cantilever left and light egwsed; Lumber DOL=1.60 plate gdp DOL=1B0
5) Provide adequate drainage to prevent water pending.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 pat bottom chord five laid nonconcunent with any other We loads.
8) • This truss has been designed for a live load of 20.0pst on the bottom chardin aft areas where a rectangle 380 tall by 2-" wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2189lb uplift at)oint 25 and 2123lb
uplift at joint 15.
November30,2018
Loctiaue�,.,, �••
AWARMNG-Verily desfgn/mameters areeNEADNOI60N TNIG AND)NCWDmnrEllR6EN£R'LEPAGEI�)QJrev. rOALtdr5D6dtEU3E
Oesgn vew Muse aNywBa Mrexamnnedon TlYs tlaslgnrsaasea oNy uponparmieten aMnleNN�a��nbidrvitluat W'Mvp mmportaN, cal
e fldr adeeQn. efara uae, Ne budOn9 tles'ger must wNy Me appfxabaayat4es��mmvRenaMpeperly'maorporatelles4esgnhao Ere oceae ��i��•YYY11�
aulldn9 tlaNBn. BreYm9lM�ralo4latopreueNEucging at NatNtluelmKawebanwmdm4membam oNy. Mtlilxmal tempomryan4pamwmmbarag MiTek'
Is always requlrea rod slaeilYy en4 to pmwm mllapsewYll possIDmpermrW trfvrymE pmpeny UMP11 For9enemtg�arm re9ar4'vy8m
Sifth,hn,Mara9a, tlelNary. arad'gn eiW bmdn9 afWseamW Wsesystems,see AN6VIPIf Oualilyedteda, Dsae9an4BCs1au841n91;omponem 6winpa, e12610
Gately Information ava0abh homTws Plaza InsBw[e, 21a N. Lea Sueet Sum112, Alexaf4hl VA223U. Tampa, FL 36610
Job
Truss
ass Type
Oty
Ply
1603841-CARTER
T75703089
1603841 �
AOtA
Hip Girder
1
�f
5o I
-tlulldere Fltsl Souse Ytent-l;Iry,FJoaea33566 9220s Nov 162018 Weklndusmes,Inc. Fn Nov 3008:492720IB Paget
ID:00*I V&UpcWOpySOPOLyi&D2'dE5O_GOTaaN3LKW5d)I0eA891Wy12dOLarbMT7(Z1yE2A6-
NOTES-
10) Hanger(s) a clher connection device(s) sha8 be provfded suffidenttD supportconcentrated foad(s)125 [b down end 201 Ib up at 7-0-0, 481b dawn and 87lb up at
9-0-12, 4816 down and 871b up at 11-0-1Z 4816 down and 871b up at 13-0-12, 48 fb dw and 87lb up a1 1S G-1Z 481b down and 87lb up at 17-0-12, 481b down and
871b up at 19-0-12, 481b down and 871b up at 21-0-12, 48 fb dawn aml 87lb up al 23-0d2, 481b da and 871b up at 24-114, 481b dmn and 87 Ib up at 26-11-0,
481b dwn and 87lb up at 28-114, 481b down and 87lb up at 30-114, 481b doom and 871b up at 32-114, 481b down and 87lb up at 34114, 481b down and 87 lb
up at 36-114, and 48 Ib down and 87 It, up at 38-114, and 125 In down and 20111, up at 41-0-0 on top chord, and 87 He dawn and 2621b up at 7-0-0, 591b down and
1 D31b up at 9-D-1Z 591b dawn and 103Ib up at 11-012, 591b dwm and 1031b up at 13-0-12, 5916 dawn end 1031b up at 15-0-12, 591b down and 1D31b up at
17-0-12, 591b down and 1031b up at 19-0-12, 591b down and 1031b up et 21-042, 591b down and 1031b up at 23-0-12, S91b down and 1031b up at 24-114, 591b
down and 1031b up at 2G114, 591b down and 1031b up at 28-114, 591b down and 1031b up at 36114, 59lb down and 1031b up at 32-114, 591b down and 1U3lb
up at 34-114, 591b down and 1031b up at 36.114, end 591b down and 1031b up at 38-114, snd 871b down and 2621b up at 40-114 on bottom chord. The
- design/selection of such connection device(s)is the responsMity of others..
LOADCASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase 1.33, Plate Increase--1.33
Uniform Loads (plq
Vert: 1-3=74, 3-12-74, 12-14=74, 1-14=20
Concentrated Loads (lb)
26=25(B) 27=25(B) 29=25(B) 30=25(B) 31=25(B)
43=59(B) 44=59(8) 45=59(B) 46=59(8) 47=59(B)
Job
Truss
Truss Type
Oty
Pty
1603897-CARTER
T75703070
1603841 �
A02
Hip
1
1
.lob RMa� m rnnennan
5.00 12 5x8 =
2.4 II
3 21 422
-_ li-
4M -
19
ST1.5x8 STP =
20 i
rn rvvvw va:gv:cp ev ip rage i
316 = axe = 3x6 = 2x4 II 5x8 =
5 6 23 7 824 25 9
Scale =1:78.2
I I
27 b
C-
18 17 16 15 14 73 12 11
3x6 = 3x8 _ STI.5A STP = 5x6 = ST1.5xB li P = 3x8 = 2.4 11 3,08 =
Us = 3x8 =
LOADING
SPACING-
21.33
CSI.
DEFL
in (hoc) Well999
PLATES GRIP
30.0
TCLL 30.0
Plate Gdp DOL
1.33
TC 0.79
Vert(LL)
40
-0.06 1415 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.33
BC 0.50
Vert(CT)
-0.1314-15 >999 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.97
Horz(CT)
0.03 11 Na nla
BCDL 10.0
Code FBC2017rrP12014
Matrix-SH
Weight: 237lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or&0-0 oc pudins,
BOT CHORD 2x4 SP No.2
except end verilcals.
WEBS 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied or 1D-&0 oc bracing, Except:
6-0-0 oc bracing: 1-19.
WEBS
1Row at midpt 6-16.6-14
REACTIONS. All bearings0-8-0 except (jt--length) 11=034
(lb)- Max Horz 19=88(LC 11)
Mac Uplift All uplift 100lb or less mjdngs) except 16=389(LC 12), 14=388(LC 12), 19=242(LC 12),
11=132(LC 12)
Max Grav All reactions 250 lb or less atjoim(s) except 16=1522(LC 21), 14=1519(LC 22), 19=744(LC 21),
11=539(LC 22)
FORCES. (Ib) - Max. CompJMaz. Ten. -All forces 250 (lb) or less excep1when shown.
TOP CHORD 1-2=339/297, 2-3=487/197, 3.4=-4&312, 4-6=451311, 6.8=1=81, 8-9=151281,
9-10=363/273, 10-11�3571291
BOT CHORD 1-19=211/368, 18-19=236/516, 1&18=-62/399, 15.16=68/518,1415=ti8/518,
12-14=1151459, 11-12=1191453
WEBS 3-18=0/g65, 3.16=8041312, 416=-6041374, &16=-8901299, &15=0/327, &14=881/244,
&14=606/361, 9-14=839/321, 9-12=0/286, 2-19=892/594
NOTES-
1) Unbalanced mot live loads have been considered for Nis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf,, BCDL=6.Opst,, h--25ft; B=4511; L=4811; eave=6111; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) 0-0-0 to 4-7-10, Intedor(1) 4-7-10 to 9-0-0, Extenor(2) 9 D 0 to
15-6-1, Interior(1) 15-6-1 to 39-0-0. Extedor(2) 39-0-0 to 458-1, Imedor(1) 45-&11045-1D4 zone; nmAeverleft and tight exposed
;C-C for members and tomes 8 MWFRS for readmns shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent waterponding.
4) This truss has been designed fora 10.0 psf bottom chordfive load noncencument whh any oNertive loads.
5) • This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 38.0 tall by 2-" wide
,will 9t between the bottom chard and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389lb uplift atjtbm 16, 36816 uplift at
joint 14, 242lb uplift at joint 19 and 132lb uplift at joint 11.
November 30,2018
Job
Tress
TWas Type
Oty
Ply
1603841-CARTER
T15703071
7603841
A92A
Hip
1
7
dobj3eterence (one Halt
a0urm, ramanry,-r,onaas uoo 822-0 s Nov 16 2016 Mirek Ineusmes, Inc
ID:ajwejnl V"LpcWDpySOPOLyNz02-2pmWd1OMURwBzm
1-9-14 ( 9-0-0 146-0 19-10-0 24-0-0 28-2-0
7314 42-2 5-5-0 5-5-0 2-0
4-2-0 55-0 550 4
5.00 12 5xB 24 II 2x4 II 5x8 =
d
exn —
24
ST1.54 STP =
a4 i
Fri Nov3008:49:392018 Pa9e1
Scale=1:61A
23 21 20 19 18 17 16 15 14 4x6 —
5x8 = STI.AS STP = ST1.54STP = 5x8 = STI.AB STP =
2x4 11
LOADING (pst)
TCLL 30.0
TCDL 7.0 _
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.33
LumberDOL 1.33
Rep Stress Ina YES
Code FBC2017/TP12014
CSI.
TC 0.36
BC 0.44
WB 0.42
MatrixSH
DEFL in Qoc) War Ud
Vert(LL) -0.09 1e-20 >999 240
Vert(CT) -0.1818-20 >565 180
Horz(CT) 0.02 14 Na Na
PLATES GRIP
MT20 2441190
Weight: 253 Ib FT=20%
LUMBER-
BRACING.
TOP CHORD 20 SP No.2
TOP CHORD Struduralwood sheathing directly applied or 6-D-0 oc pudins.
BOT CHORD 20 SP No.2
BOT CHORD Rigid ceding directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All hearings 0-8-0.
(Ib)- Max Horz 24=100(LC 11)
Max Uplift AO uplift 100 ib orless st jdM(s) except 20=-323(LC 12), 18=328(LC 12), 24=299(LC 12).
14=231(LC 12)
Max Grav AB reactions 250 lb or less at joings)except 20=1351(LC 21),18=1351(LC
22),24=939(LC 21),
14=939(LC 22)
FORCES. Ob) - Max. CompJMax. Ten. -All forces 250 (Ib) or less exceptwhen drawn.
TOP CHORD 1-2=338/291, 23=866/345, 3-4=532/306, 4-5=-5321307, 5-7=73f427, 7-9=721427,
9-10=532/30(1, 10-11=5321300, 11-12=866/349,12-13�3381291
BOT CHORD 1-24=2051366, 23-24=2941747, 21-23=1S3f742, 20.21=427/290, 18-20=2751203,
17-18= 4271291, 15-17=140/742, 14-15=28lf747, 1314=205/366
WEBS 3-21=268197, 4-21=-040/291, 621---45111162, 5-20=1028/460, 7-20=256I719,
7-18=256/119, 9-18=10281462, 9-17=-454/1162, 10.17=-440/291, 11-17=261194,
2-24=12OW725, 12-14=120fi
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph, TCDL=4.2psf; BCDL=6.Opsf; h--25ft; B=45$ L=48ft; eave=611, Cat.
II; Exp 8; End., GCpi=0.18: MWFRS (dimdional) and C-C Exterior(2) 0-" to 4-7-10, Interco1) 4.7-10 to 9-0-0, Extedor(2) 9-0-0 to
15.9-7, Interior(1) 15-9-7 to 39-0-0. Exfedort2) 39-0-0 to 45-9-7, Interior(1) 45.9-7 to 48-0-0 zone; cantilever left and right exposed
;PC for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This tress has been designed for a 10.0 psi bottom chord Tine load nonconcomem with any oMerlive loads.
6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas whom a rectangle 346-0 tail by 2-0.0 vnde
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3231b uplift at)dnt 20,328 ib uplift at
joint 18, 2991to uplift at joint 24 and 231 lb uplift at joint 14.
November 30,2018
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l&bMftmnOnE oln Zi
Tempe, FL 36610
Job
Taxes
Truss Type
pry
Py
1603B41 -CARTER
T15703072
1603B41 T
Adis
Hip
1
1
Job Re/erenre root'enall
---tlWinds First source, Ylem{:Iry,FJanaa335F6
• Sx8 = as II sea =
5.to 12
3 23 4 24 6 25
2x4 II 5x8 =
6 26 7
08A9:31 2018 Page 1
scale -1:782
lwlw��
PP:sim
a7k h M.
I
20 17
iB 15 12
10
21
19 18
14 13
11
ST1.UB STP =
3xe = 3x8 —
5xe — 3x8 — 3x8 —
U4 =
214 i
3x8 =
2xd
I'? ?T!ip f1-0e
I '? { e�-0a
3aea IR{Q,I ]T I 4561R
dftnQe
Plate Offsets
MYI—
N-0-0-14.E�gej�[$ ¢t,'�0�A],j5;¢�O.oa-m, n:PS�2.�2-81
110:Edae 0-14fl
I7(YO-3-0 03M
LOADING
(pso
SPACING- 24)-0
CSI.
DEFL
in (lac)
gdeft
Ud
PLATES GRIP
TCLL
30.0
Plate Grip DOL 1.33
TC 0.67
Vert(LL)
-0.1320-21
>999
240
MT20 2441190
TCDL
7.0
Lumber DOL 1.33
BC 0.61
Ved(CT)
-0.26 20-21
>629
180
BCLL
0.0
Rep Stress Inv YES
WB 0.96
Hoa(CT)
0.03 11
n1a
We
BCDL
10.0
Code FBC2017rrP12014
MatdxSH
Weight: 247lb FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or&0-g oc puffins,
BOT CHORD 2c4 SP No.2 except end verOcals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling c in:dly applied or 10-60 ce bracing, Except:
6-0-0 oc bracing: 1-21,16-17,15-16.
REACTIONS. Afi bearings 16$0 except (jt=length) 21=0-&0,11=0 3-8, 18=038, 14=63-8.
(Ib)- Max Hoe 21=110(LC11)
Mar Uplift A8 uplift 1001b or less at joint(s) 16, 18, 14 except 17=354(1-13 12), 15=345(LC 12), 21=252(LC
12). 11=142(1.0 12)
Max Grav AB r cOms 2501b w iess at joint(s) 18,14 except 17=1224(LC 21), 16-039(LC 22), 15=1193(LC 22),
21=833(LC 21), 11=643(LC 22)
FORCES. Qb) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown.
TOP CHORD 1-2=361/250, 2-3=533H84, 3-0=511259, 4-5=51/259, 7-8=-5631214, &9=268/0
BOT CHORD 1-21=154/418, 20-21=2871682, 18-20=23/424, 17-18=231423,14-15=-m455,
12-14=38/455, 11-12-299/681
WEBS 2-20 =292/288, 3-20=-W333, 3-17=-829/343, 4-17=-529/333, 5-16=3011124,
6-15=528/331, 7-15=-816/344, 7-12=131329, &12=2581284, 2-21=997/675,
8-11=676/452
NOTES-
1) Unbalanced mof live loads have been considered forlhis design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=B.Opst, h=25ft; B=45ff; L=4611; eave=6ft; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) G-0-0 to 4-7-3, Imedor(1) 4-7-3 to 11-0-0. Extedor(2) 11-0.010
17-6-0. Imedor(1) 17-6-0 to 37-0-0, Exterior(2) 37-0-0 to 4381, Interior(l) 43-6-1 to 45-10-0 zone; canWeverleft and right exposed
;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=t50
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pat bottom chord his toad romoo xament with any other lines loads.
5) • This truss has been designed for a live load of 20.Opst an the bottom chartist of areas where a rectangle 330 tall by 24)-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 1001b upfi t al)olm(s)16, 18, 14 except
(jt=lb) 17=354, 15=345, 21=252, 11=142.
November30,2018
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u
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Iseixeys, emldii,D eregndSme
eeEbpaend
end
sAnsifareIaMly.enim, bracing buss Winans,
election end Eroding Mbussea end buss system;sm gryglTipH Ouelity Crnena, D3829 an4BL51 Bu04N9 Campauarlt
costly
Ba01PaFL
SuryIon,dorage.401lvary.
Safety Mformetlon avaleSb M1wn Tmes Plata lnaLbda, 2la N. Lae SBeat,auM 312, AkvfW4yVA22314.
36610
Tampa, FL 96610
Job
Truss
Truss Type
Oty
Pty
1603841- CARTER
W T757033
1603"1
A03A
Hip
1
1
Job R@1<ie ILce_ Ip _ _ 11
Builders First Source;
5.00 12
-i-;,
uo:aea0 msa r.go 1
Scale=1:81.4
Sze — 2x4 II 54 = 2.4 II 5,8 =
3 23 4 24 5 2s 6 9A 7
O*,A 014P
PAAV
w
�w
.
4x8 =
20
STIS,(B STP =
2x4 G
19 t8 17 18 15 V y 14 13 1211
3x6 = Sx8 = 5x8 = 54 = 31E _
31fi = 3x8 =
LOADING (psf)
SPACING-
2-0-0
CS1.
DEL
in Qoc) gdeft Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.55
Ved(LL)
-0.13 19-20 >999 240
MT20
2441190
TCDL 7.0
Lumber DOL
1.33
BC 0.63
Vert(CT)
-0.26 19.20 >819 180
BCLL 0.0 '
Rep Stress In"
YES
WB 0.91
Hoa(CT)
0.03 10 n1a We
BCDL 10.0
Code FBC2017rrP12014
MatuxSH
Weight 2531b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 5.5.11
oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. AD bearings 0-8-0 except Ql=length) 15=9-0-0, 16=0.3.8, 14=038.
Qb)- Max Horz 20=122(LC11)
Max Uplift All uplift 1001b or less et joint(s) except 15=610(LC 12), 20=322(LC 12), 10=256(LC 12)
Max Grav A0 reactions 2501b orfess at joint(s)16,14 except 15=2156(LC 1), 20=1060(LC 21), 10=1060(LC 22)
FORCES Qb) -Max. CompJMax. Ten. -A8 forces 250 Qb) or less except when shown.
TOP CHORD 1-2=381/256, 2-3=1014/391, 3 4- 481/274, 4-5=480/274, 5-i=480/272,
6-7=481/272, 7-8=1014/395, 8-9=-3811256
BOT CHORD 1-20=159/418, 19.20=396/1014, 17-19=1691867,16-17=750/446, 15-16=-750/446,
14-15=750/446, 13-14=750/446, 11-13=157/867, 10-11=38411014, 9-10=159/418
WEBS 3-19=0/333, 3-17=515H89, 4-17=521/329, 5-17=55911415, 5-15=21141913,
5-13=562/1415, 6.13=521/329, 7-13=515/185, 7-11=0/333, 2-20=14111857,
8-10=14111860
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42ps1; BCDL=8.0pst h=25ft, B=4511; L=48t eave=611; Cat.
11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedog2) 0-0-0to 4-9-10, Intedor(l) 4-9-10 to 11-0-0, Exterior(2) 11-0-0
to 17-6W, Intedor(1) 17-6-0 to 37-0-0. Extedor(2) 37-M tc 43-9-7, Irlterior(1) 43-9-7 to48-0-0 zone; cantilever left and fight exposed
;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chard live load nonmncunent with arty Geierlive loads.
5)' This buss has been designed for a five load of 20.Opsl on the bottom chord in all areas where a rectangle 3S-0 tall by 24}0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of buss to hearing plate capable of welristandutg 6101b uplift at)art115, 322 0 uptit at
joint 20 and 256 lb uplift at joint 10.
November 30,2018
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Job
Truss
Tmm Type
Q(y
Py
1W3841-CARTER
T15703074
1603841 .
A04
Hip
1
1
J b RefRefere II
------Bull ders
51� _
o.zzu.s rv_wio_zme con ex muu:
ID:e0ejntWhXLpeVVOpySOPOLyNz02-wa01Sl-rm
W-7.7 Mu
7.2.13 7+9
2a4 II Sae = 3ae = 5ffi _
stale =1.78.2
- 20 19 1. 17 1e 1e 14 13 12 11 10
Sr1.5x8ZM` = 2a4 II 41 = y0 = 410 MT20HS = a4 II Sae = 2a4 H BXd =
4va i
3x8 = 4xe
4eaa
r_aoo I sst4. I 13oa zoos na-> ssoo 4t-zs 4wrz 4
12M 49-14 62-2 ><e T-?13 7+9 62Z 4110 a
Plate Offsets
(X.Y)-
f1:0-0-14 Edge]. 12'0.3-10
0-2-01
[39&,[g�2-6[,j7ep-3-0 0.241 j8:0, 0�0. < 1 ;¢3d 0-3-0j
LOADING (psq
SPACING-
2-0-0
CSI.
DEFL
in Qoc)
VdeO
L/d
PLATES
GRIP
TCLL
30.0
Plate Grip DOL
1.33
TC 0.81
Ved(LL)
-0.41 1416
-999
240
MT20
2441190
TCDL
7.0
Lumber DOL -
1.33
BC 0.95
Vert(CT)
-0.671416
>787
180
MT2014S
1871143
BCLL
0.0
Rep Stress Inv
YES
WB 0.79
Horc(CT)
0.24 10
Na
Na
BCDL
10.0
Code FBC2017/rP12014
MatdxSH
Weight: 253lb
FT=20%
LUMBER -
TOP CHORD
9(4 SP M 31 *EXM l•
1J: 2x4 BP No.2, 7-9: 2x4 SP No.1
BOT CHORD
2x4 SP No.2
WEBS
2M SP No.3
REACTIONS (Ib/sae) 20=2257/0-8-0, 10=2054/0-3-8
Max Hoe 2D=131(LC 11)
Max Uplift 20--623(LC 12), 10=508(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied, exceptend verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-16. 6-13. 8-10. 2-20
FORCES. Qb) - Max. ComplMax. Ten. -Allforces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3466/1299, 3-4=-0072/1577, 4-6=-4072Jl577, 6-7=3139/1270, 7-8=3466/1294,
8-9=288/171
BOT CHORD 1-20=100/270, 19-20=110213055, 17-19=110213055, 16-17=1022/3115,
14-16=1343/4070, 13.14=1343/4070, IIA3=109V3042, 1(1-11=1093/3042
WEBS 2-17=61/356, 3.17=0/263, 3-16=454/1341, 4-16=5781359, 6-14=0/289,
6.13=-1318/432,7-13=208/822,8-13=52/376,8-10= 3326/1215,2-20=-367811446
NOTES.
1) Unbalanced root live loads have been considered forttus design.
2) W1nd: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft, B=45ft, L=460; eave=lift; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and GC Extedar(2) 0-0-0 to 4-7-3, INerior(1) 4-7-3 to 13-0-0, Exteffor(2) la-0-0to
19.6-1, Imedor(1) 19-e-1 to 35-M, EMedor(2) 35-M to 41-6.1, Imedor(1) 41-r i to 45-1D-0 zone; ramileverleft and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=tEO
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord five load with any other m toads.
6) • This truss has been designed fora thre load of 20.0psf on the bottom chord in all areas where a rectangle 346-0 tall by 241-0wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 623 lb uplift at joint 20 and 5081b uplift
atjoint 10.
November 30,2018
®WARNING•VerMy E¢U9nlvramelwa aM READNDIES ON]N6 ANDWCWDIDN]El(NEIStENCE PAGE MF7gJrev. faA]ap160FTOPE IEE
Dealpn valW Muse onryvM MRelIDeannepaM.11Dv Oestgn If baaN any�mtpmmrmtemstwwn, rrM ie Man IndINDUAVUDtl'¢,9 rvvnpmterD, rot
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a Vass syeam.Befora use. Ne buamn94esbnernmA leDrytlm app3ati0y afdesl9npmam9en mtl PmpeDymraggrata Die besgn'vta Dre averal
i•�
bulking tle99n. e(ace,9lnDVated lsb pmvam Dumwg mumeA4ialvva.enaiworawtl meml,ars «ar. neeNa,w tempomyaw cemeiemLraaq
MTek'
rega,dvgtl,e
H axvaysm4uhaDMSebilDy an4t4 pmvem w0apse vpVpossIDbpersaW'vy,aymWfaaPeDybama94.rorty
be0very,erepbn enD braa,t9 orweusaM buss sy4ems, asp pN5UlPlt Quality aMe4a, D3B89 aml BC31 BUD01n8 ComP4rcm
cilleila,D
feilety1
a.
anatutga,
9aMry Informed4n ava0abb fmm Trust Plate Ina[4Ne, 218lL Lee Stleel, SUDe 312,Akmnd,e, VA22314.
Tempe, FL 36510
Tampa, Fa 36610
Job
Truss
Tress Type
Oty
Pty
1603841-CARTER
T15703076
I603841 v
A04A
Hip
7
1
J b Referesel DS Il£U
Builders FIrStSounce,
e
d
9%6
20
ST1.5xe STP =
4x6 i
5x8 =
- —_ (D'ajwejnWMV
274-7
7-27r
2(4 II 3x6 = 3x8 =
Sx6 =
rage i
Scale =1:81.4
19 18 17 16 15 14 13 12 11 10 axo
2x4 II 419 = 5x8 = 4x10 MT20HS = 2x4 II 3x8 = 2x4 II ST1 5x8 STP =
316 = 4x8 = 4xe
LOADING SPACING- 2CSI. DEFL In pco) I/d9Fl L/d 30.0 1.33
TCLL 30.0 Plate Gdp DOL 1.33 TC 0.81 Ved(LL) -0.421418 >999 240
TCDL 7.0 Lumber DOL 1.33 BC 0.96 Vert(CT) -0.6814-16 >774 180
BCLL 0.0 ' Rep Stress Inv YES MIS 0.79 HordCT) 0.24 10 n1a n/a
BCDL 10.0 Code FBC20171 P12014 MatrixSH
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except' TOP CHORD
3-5,5-7: 2(4 SP M 31 BOT CHORD
BOT CHORD 2x4 SP No.2 WEBS
WEBS 2x4 SP No.3
REACTIONS (Ib/srze) 20=2256/0-e-0, 10=2256/049-0
Max Hom 20=144(LC 11)
Max Uplift 20= 623(LC 12). 10=557(LC 12)
FORCES. (ib) - Mac CompJMac Ten. -AII forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3465/1291, 3-0=4070/1563, 4.6=4069/1563, 6-7=3133N265, 7-8=3466/1291
BOT CHORD 1-20=100/269, 19-20=1058/3054, 17-19=1058/3054, 16-17=970/3113,
14-16=127514067, 13.14=1275/4067, 11-13=104313053, 10-11=104313053,
9-10=99/269
WEBS 2-17=631355, 3-lT-0/263, 3-16=-454/1339, 4-16=-W/361, 6-14=0/288,
6-13=1319/449,7-13=206/838,8-13=-63/357,2-20=3677/1444, 0-10=367511444
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight 2591b FT=20%
Structural wood shealhirtq direedy applied.
Rigid ceiling directly applied or 2-2-0 oc bracing.
1 Row at midpt • 6-16, 6-13, 2-20, 8-10
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6Apsf; h=25ft; 8=45R L=48h; eave=6fC CaL
II; Exp B; End.. GCpi=0.18; MWFRS (directional) and C-C Extedog2) 0-0-0 to 4-9.10, Intedor(1) 4-9-10 to 13-0-0, Extedor(2) 134P0
to 19-9.7, Intedor(1) 19.9-7 to 36-0-0, EMerioT(2) 35-0-0 to 41-9-7, Inledor(1) 41-9.7 to 48-0-0 zone; cantilever left and right exposed
;C-C for members and forces S, MWFRS for reactions shown; LumberDOL=1.60 plate gdp DOL=1J30
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord five load nanconcument with any ohtertive loads.
6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of tons to hearing plate capable of withstanding 623Ill uplift atjoint 20 and 657In uplift
at joint 10.
November 30,2018
,&WARNING-VMryDesignpammerers aMREADN01E3 OMMMANDWLWUPDxDrENREriNBtCEPACE6 7n3.1-ldWR016 BFFONE DSE ��'
Dealgo vale for use only wM MmeM Conn usom Thhs design is Eased ooy uan pvametem simeq anal Is Wan Individual build'ng oampaner2 not
a bun system.Beforeuse, the budding deup"rmu#vergyft ap,kabU nfdcd,;a avetersaMprepeMlnwporata tlds&,s Mto Ore avesan
budding design. BrermgMIcated lsMpreveidbucH'rag atMdbidval Wssaeb eMlo[WNrnmMnanty. Adddunal [empareryargpeimanemtradng MiTek'
fabficatis elNoys , stuand , defi e . aM o perm asIng of wnnpsad4e ss WAs nYMend Pm�Mdanag% Fmganemigullanre raga d 13 Iba
SsMyiun,stnflon dernery,ared"nn end Eradng at WssasmWtmn systems,see ANSVTP1l eualay Cdle4a, D5689 entl Ba6h BuiMM9 Component 8g04P.FL 36510 .
Sefetyhnlormetlon evepeble ham Tmsa Plat Instihda, 218 N. Lea Bbeel, Su3e312 PIaxaMra, VA22314. Tempe, FL 35610
Job
Truss
ss Type
pry
Ply
1603841-CARTER
T15703076
1603841
A05
[Hip
2
1
J bR f f 8 11
5.o0 12
5e=
3� = 3x8
mausmes,mc. rn Novsuua:9e:Jrzufo
Scale -1:79.6
ST1.5xs STP = 2x4 II 41 _ axe = Sr8 - 3t8 = 4X8 2x4 I laze -
9x6 =
Pilate OfFsetS O(Y)-
f2'0-3-10 0-2-0],L 0-3-0a:U4. f8 0.30
62-4i. r o.3-10 0.2-4i.
r11:o.3-0,0301 MS-Od-0 0.3-01
'
LOADING (psi)
SPACING- 2-0-0
CSL
DEFL.
In Qoc)
Udell
IJO
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.87
Vert(L-)
-0.3614-15
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.33
BC 0.79
Vert(CT)
-0.6214-15
>853
180
BCLL 0.0
Rep Stress Ina YES
WB 0.94
Hom(CT)
0.21 11
n1a
We
BCDL 10.0
Code FBC2017frP12014
MatfixSH
Weight 255lb FT=20%
LUMBER -
TOP CHORD
2x4 SP M 31 -ExWpt-
46,68: 2x4 SP No.2, ": 2x4 SP No.1
BOT CHORD
2x4 SP No.1 *Except*
11-13: 2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS. (lb/size) 19=225610-8-0, 11=20541038
Max Hoe 19=153(LC 11)
Max Uplift tg=-622(LC 12), 11=-508(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end veditals.
BOTCHORD Rigid coiling directly applied or 5-G8 oc heading.
WEBS 1 Row at adept 5-16, 7-14, 9-11, 2-19
FORCES. Qb) -Max Comp -Max. Ten -Ag forces 250 (lb) or less except when shown.
TOP CHORD 2-4=3368/1270, 4-5=302211253, 5-7=356711407, 7-8=3023/1248, 8-9=3365/1262,
9-10=344/205, 10-11=291/215
BOT CHORD 1-19=36/255, 18-19=1132/3185, 16-18=113213185,15-16=1150/3526,
14-15=1153/3525, 12-14=112113172, 11-12-112113172
WEBS 4-16=2081806, 516=914iMll. 5-15=25/264, 7-15=22/267, 7-14=9141328,
8-14=2111791, 9-12=0251, 9-11=3376/1221, 2-19=-369411450
NOTES-
1) Unbalanced roof live loads have been considered tW the design.
2) Wind: ASCE 7-10; Vult=760mph (3-semnd gust) Vasd=124mph; TCDL=424)sf; BCDL=6ApSt h=25R, B=45ft; L=46ft, eave=6ft; Cat.
II; Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-7-3, Intedor(1) 4.7-3 to 16-0.0, Extedor(2)15-0,0 to
21-6-1. Imedor(1) 21-6-1 to 33-0-0, Exterior(2) 33-0-0 to 396-1, Intedor(1) 39-6-1 to 45-10d zone; cantilever left and right exposed
;GC 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 fora 10.0 pet bottom chord live load noncencunent with any other five loads.
5) • This truss has been designed fora rive load of 20.0pst on the bottom chord'm all areas where a rectangle 3-6-0 tail by 24)-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psL
6) Provide mechanical Connection (by others) of truss to beading ptale tappable of withstanding 622 W uplift at joint 19 and 508 lb uplift
at joint 11.
November 30,2018
AwARNiNO-VmrytleslgnpamnMae mWAEgeapl6pN]NAANaWGWEa 49)EK RES£FFXOEPAGE bW4rJmv. 1(yp)r101b BEFORE ISE
Oasisn vall4 foruse omyxiU Mnel4DwMeoam.Tbb 4asmn isbeue myupanpmemams siman.aMhb�an m41N4utlbu'e4'mg compaie�q Col
�a•
w■
e toss system. Be(om uve, Ue bui4mp 0asi9nermunvenrythe epf4obd1yat4esgnpma¢mKrs aM wvpaM�rvermema4esgnlmJBm everen
buJ4N94eslgn.&aW9NmceteE ista pmvaR bucbng ef'm4i4EuxlWss�eDmWwdv4 nrembers oNy. P44siumltempmarymWfxmmnambedrlq
MiTek'
isalways mryha4 br redl'ay MD m pmvem mBapse xvBpessIDle pemMat'v{htymmpapmry4ame9e. Fmgemml ga, m9amsNam
tmeda, D58d9 and BCsl BUBmnB temporcm
Dsla-
fuletytun,ebm9e, atbus21 mLea Ada.VA
Iasi BIM.
mMb1efrwnnnaPveang
14.
saf4fylnformaaon exdpabbrmm Tmu Rate lnstA4e, 21BK ice StreeLaude 312. AIeaMfm,VAZ2314.
Sbdst Se1e3t
T6904 dmpP Fl.
Tempe, FL 36610
Job
Truss
Truss Type
pry
Pry
1803841-CARTER
T15703077
1603841
A06
Hip
2
1
J bR fe ncef d5 nll
Nov 16201E MTek Industries, I00. Fn Nov3003:49.962018 Pagel
Sae =
s m NT 2a4 II Sze =
Scale =1:79.6
10
ST1.UB STP = see = 44 = M = W = 3a8 = 41 = M = Bx8 =
4a9 i
d660
de 12
{ 2L0 980 I t7UL { 160U 31-00 3840 7-14 1
zoo aaa aso T-0O aao aio a-1-0 oiLij
_ Plate Offsets
(X.Y)-
[20.3-0-0.&O1.I4:45-1�Oo-2431. (6:0.t:12,42_8j f8'D-3d 0.3-01.
f10��]12 0 UJJty0-36 Q&0],.0,1
LOADING (ps0
SPACING- 2-0.0
CSI.
OEFL
in Qoc)
Odell
L/d
PLATES GRIP
TCLL
30.0
Plate Grip DOL 1.33
TC 0.74
Vert(LL)
-0.31 15
>999
240
MT20 244/190
TCDL
7.0
Lumber DOL 1.33
BC 0.87
Vert(CT)
-0.5015-16
>999
180
BCLL
0.0'
Rep Stress Ina YES
WB 0.71
Hom(CT)
0.21 11
We
n1aS
BCDL
10.0
Code FBC2017frP12014
Matlb H
Weight 263111 FT=20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2'Except! TOP CHORD
4-6: 2x4 SP No.1
BOT CHORD 2z4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (Ib/size) 19=2248/0.8-0,11=2062/0-3-8
Max Harz 19111)
Max Uplift lg=-021(LC 12). 11=510(LC 12)
FORCES. Qb) -Max CompJMax Ten. -All forces 250 0b) or less except when shown.
TOP CHORD 1-2=305/238, 2-3=3455/1251, 3-0=3146/1242, 4-5=3178/1324, 5-6=3178/1324,
6-7=3130/1230, 7-8=338611230
BOT CHORD 1-19=142/356, 18-19=1020/2897, 16-18=108113129, 15-16= 88928W,
14-15=8622820, 12-14=1066/3094, 11-12=9732755
WEBS 2-18=191363, 3-16=429257, 4-16=88/482, 4-15=231/710, 515=594/363,
6-15=229l729, 6-14=8a/462, 7-14=407260, 8-12=53/424, 2-19=-359611490,
8.11=3128/1167
Structural wood sheathing directly applied w2-2-0 oc pudins,
except end verticals.
Rigid wiling directly applied or 5.7-3 oc bracing.
1 Raw at midpt 2-19,8-11
NOTES-
1) Unbalanced root live loads have been considered fortis design.
2) WSnd: ASIDE 7-10; Vult-160mph (3-secand gust) Vasd=124mph; TCDL=42psp SCDL=6.Opsf; hm25ft; B=45ft; L=4611; ea --6ft; Cal
II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C ExtedoI 0-0-0 to 4-7-3, Interior(1) 4-7-3 to 17-0-0. Extedor(2)17-0-0 to
23-6-1. Imenor(1) 2381 to 31.0-0, Extedor(2) 31-0.0 to 37-6-1, Interior(1) 37-6-1 to 45-10A zone; wntileverleft and right exposed
;OC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1BO
3) Provide adequate drainage to preventwater polling.
4) This truss has been designed fora 10.0 pst bottom chard rive load rwnconc went wire any other he loads.
5) -This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3410 tell by 2-0.0 wide
will fit between the bottom chord and any other members, with BCDL=10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6211b uplift at)oim 19 and 510111 uplift
atjoint 11.
November 30,2018
AWAnMNa. Vedry• WCWUmaerErhE AFORE rdE
pefeldlO
neM ThIsOT60Nbased.O
isfth and Is W anEYFaIa]rev.ld,Aard,n
Design vaalfar use dNyxiN MReh®mmeoars Tnb 4ealgn LV baudaM upmPa'amndrs sloaa�eM is ldren hMrvhlaal dAd'ng meamhm0.,wt
��•
a Wsa sy4am. Before use. de dd4mg deLgr,erma9 se,4ytln �p.uabIDyat MSgnpanmetersaml prepeMlnmrperste ltin4ea'gnlrmltnararaH
■
bANduatbusseTL aMbrtlnnt meniben only. AddnbrNtteiAmraryanb p,:mmrredtxarnw
MiTek'
madden,
Is elwrysreguLe4for MaNNy endropreventmmpse vAb poaape persowt
Is wns,desl9nredfor andInOre
MJurymdpropeMSM
nLemMtgd.D
Ie.FedrlMgeBre9aanrd0'eatqe
faAstcrde0ve oEreOusbus]sysm auN9 Come
Parke Ea
Safetyindormadan abb%mTmssReIn.28N-LSreLe312PbMVA=td.
Tamp. F610
Job
Truss
Truss Type
Dry
Py
1603691-CARTER
T15703078
7603891
AM
Hp
2
7
ob_RMe20D�(Dptiona
- uoers.ruswaurce,-- riamsnry,nonaa_alaaa
4xti — 20
ST1.5x9S a =
5x6 = Sxe =
5.00 12
mausmes, mc. rn Novou ua:au:vu zula rage)
Scale =1.79.6
19 16 29 29 17 3a 16 31 15 :R 14 TY 12
4xe = 3x6 = m WB = Sxe = 4a6 BxB =
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Ina YES
Code FBC20171TPI2014
CSI.
TC 0.73
BC 0.86
WB 0.78
Matrix-SH
DEFL-
Vert(L-)
Vert(CT)
Horz(CT)
in (lac) I/de0 L/d
-0.44 15-17 >999 240
-0.7315-17 >715 180
0.19 12 me We
PLATES GRIP
MT20 2441190
Weight 263lb FT=20%
LUMBER.
BRACING -
TOP CHORD 2x4 SP N0.2
TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purtms,
BOT CHORD ZA SP No.1 'Exomr
except end verticals.
12-14: 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or S-7-13 Do bracing.
WEBS 2x4 SP N0.3
WEBS
1 Row at midpt 4-17, 6-17, 6-15, 8-15, 9-12. 2-20
OTHERS ZA SP No.3
REACTIONS. pb/sae) 20=2257/0-8-0, 12=2054/0-3-8
Max Hors 20=196(LC 11)
Max Uplift 20-623(LC 12), 12-508(LC 12)
FORCES. Qb)-Mac CompJMax.Ten.-ABforms250(lb)orlessexceptwhenshown.
TOP CHORD 1-2=306/193, 2-4=3487/1248, 4-5=3017/1197, 5-6=2709/1175, 6-7=270811167,
7-8=3018/7190, 8.9=-UB9/1247, 9.11=283I714
BOT CHORD 1-20>93/362, 19-20=1045/3008, 17-19=1055/3114,15-17=87512826,
13-15--104213124, 12-13=1043/2977
WEBS 2-19=01301, 4-17=588/319, 5-17=2161761, 6-17=471/195, 6-15=d73/186,
7-15=225f/64, 8-15=6031333, 9-13=01326, 9.12=326WI182, 2-2g=3624/1520
NOTES-
1) Unbalanced mot live loads have been considered fa9us design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=B.Opsf; h45ft; B=45ft; L=46ft; eave=6ft; Cat.
II; Exp B; End., GCpl=0.18; MWFRS (directional) and C-C Fxtedor(2) 00.0-0 to 4-7-3, Intmor(1) 4-7-3 to 1& 0-0, Extmor(2) 19-0-0 to
25.6-1, Imedor(1) 25-6-1 to 29-0-0, Extedor(2) 29-0-0 to 3581, Imedor(1) 35-6-1 to 45-10-4zone; rantileverleftand right exposed
;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DGL=1-60
3) Provide adequate drainage to prevent water pending.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live toad 1mnalnomem whin any otherfwe loads.
6)' This truss has been designed for a live toad of 20.0psf on the bottom chord in a0 areas where a rectangle 3.&0 tall by 2-0-0 wide
will fit berveen the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 623 lb uplift at joint 20 and 508 lb ul li t
at joint 12.
November 30,2018
® WARNING-Vedy cosign panmeten eMREADNWES ON i1LLSAND WCWaFt)eDlEx)iay£RFHLfVAaE alW4re nv. lWWl1%6 BEFORE IBE
Deayn veW .erase onyviN MTBI®conneaan Tbk EesynisbaseJ ONy,yanpamnetme alamri, mMkfaran M4hiUirslbNQm9 mmpaner4 mt
�-
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-•W
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Welk'
kalaeys..Imag br 6lme0. aMtopad maalkpmsmasadd a regam'ng Na
sga1alij Inan4prepe4yaammte.Fargeneralguxlanra
deliaery, ereUbneM betting ofhussea and busssy9em;¢e ANBUIP110ually CmeM11, DS&e9ana BCel Batting eanpomm
Dar
Safety Vdgrmason eva0abb from TN99 Rae InaYIlu[a, 216 t1 Lea Street Su'ae 312, Ate9anarb,VA2D14.
SatMlbrrmatio,
T6904 ampa, FL MIBM.
Tempe, FL ➢6610
r.
Job
Truss
Tress Type
Oty
1603S41-CARTER
T75703079
1603841
A08
Hip
2
�ply
1
Job Refererhoe (optional)
Bm7den: First SoWre, o=nr riy.Elodtla.33568 8.220s Nov 162018hbTeklndustles,lne Fd Nov3008;49.412018 Pagel
ID:ajweintmxLpcWOpysopOLyNz02-DmgvfLYFHhgmog7"aWSfcHq ct81d5gp1<sGSF9E29u --
7-5-3 668 699 &60 6$6 8-56 6S3
Sxa =
5.o0 12
Sx8 =
21 8
Scale =1:79A
ST1.Sza SfP = 7xio = 3x8 = 3xa = 3� = 5x12 = 7x10
3x8 =
Tate Offsets
(X Yti
fb:45-1242-Q]. [6'43-0.42-41
I72'0-0-4.030]J13-0—U.
J-12],j:( 01U-0-1—lA L17: 33 4 Ed-qej
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in pool I/defl
Ud
PLATES GRIP
TCLL
30.0
Plate Grip DOL
1.33
TC 0.92
Ved(LL)
-0.3916-18 >999
240
MT20 244H90
TCDL
7.0
Lumber DOL
1.33
SC 0.77
Vert(CT)
-0.67 16.18 -781
180
BCLL
0.0
Rep Stress lna
YES
WB 0.88
Hom(CT)
0.19 11 Na
Na
BCDL
10.0
Code FBC2017rrP12014
MarixSH
Weight 261 lb FT=20%
LUMBER -
TOP CHORD
2x4 SP Not
BOT CHORD
2x4 SP No.1
WEBS
2x4 SP No.3 *Except*
5-14: 2x4 SP No.2
BRACING -
TOP CHORD Structural wood sheathing direly applied, except end verticals.
BOT CHORD Rigid calling directly applied or 5-11-13 oc trading.
WEBS 1 Row at midpt 4-16, 5.14, 7-14, 9-11, 2-19
REACTIONS. pb/size) 19=2256/0-&0, 11=206410-3-8
Max Ham 19=218(LC 11)
Max Uplift 19=-622(LC 12), 11=508(LC 12)
FORCES. (Ib) - Med. Comp./Max. Ten. -All forms 250 (1b) or less except when shown.
TOP CHORD 1-2=302fi66, 24=3483/1230, 45=284211149, 5-6=2534I1127, 6-7=294211139,
7-9=348311228, 9-10=3271139, 10-11=273/181
BOT CHORD 1-19=59/366, 18-19=1062/3105, 1418=1014/3054, 14-16=741/2535, 12-14=997/3062,
11-12=1059/3072
WEBS - 4-18=0/319, 4-16=734/364, 5-16=154/725, 5-14=309/306, 6.14=172/648,
7-14=7471376, 7-12=0/32A, 9-12--10/256, 9-11=3298/1172, 2-19=-365011531
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=BApsf; h=258; B=459; L=46ft; eave-elk Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and GC Exledog2) 0-0-0 to 4-7-3, Intmor(1) 4-7-3 to 21-0-0. Exterior(2) 21-0-0to
33-M, Interior(1) 33-9-6 to 45-104 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions
shown; Lumber DOL-1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf botom chord five load mmomcument with any other he loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in a9 areas where a rectangle 3 &0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf. '
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 622 to uplift at joint 19 and 5081b uplift
at joint 11.
November 30,2018
®w4RIald - anaMREADNDr6 eH7rLL5ANDWCWDE REiRENLEPAGEMI USE
v.1WDV1snnark
uedrydewM MMeM rs nst
comietia2TM de5gn iabasM awr up¢npaeannenatgvn,end'u mreninCMdua11nN4mg mmpnreN, rot
DeUgnvastm ddd1
��'
Bee euseMMir¢t.Rn
e 1Naa ay9em. Before use, me bm16n9 4esignermu4ver%tlie aPP6rabxxYrededgn Parambers aMPmpaMmmgwretettuz de56Jn1td¢me meths
M7ek
Is aMaya reguhed car abIfty and mpmrrtMalgennial Marring
fabdcallda9ghdelhery andbmaotandmmass ee pSM11pualiy odmnia,Dd9 and B51 BPadN9 Component
6904 adm Fa90W.
safoyIalomadonaNftmTrvametnT,218N.L5etMUalzmvdd,VAa16.
Tannpe FL 36610
ob
Truss
Type
y
1603891-CARTER
T75703080
16
i
Hp
J b Refem r d 0
i
ue:aa:w 4ura rage]
Scale =1:79.7
5xe =
5.00 12 6X6 —
ST1.5xe STP = 2x4 II 4At — ._ •• 3x8 = - 4x6 — 2r4 II 6x6 =
4x6 =
( 2-00 I
613 15810
Y300
3540
33.55
34 613 9550
b6.pp
xsaa
4 t
2-0O
6.1.3 ]da
]de
{ 200 I
]Sa
]Se
SW
0.-
o-1<
Plate OH
Set s IX Yl-
12'63�f,g,7-0]„[5_piL1z o-z-@j, j6��30 6P-01 f9'Q-}10 0�-gJ r11:o-3:4SC=3-01.
LOADING (pat)
SPACING. 2-0-0
CSI.
DEFL
in (lac)
tfdefl
Ud
PLATES
GRIP
TCLL
30.0
Plate Grip DOL 1.33
TC 0.84
Ven(LL)
-0.2917-18
>999
240
MT20
244/190
TCDL
7.0
Lumber DOL 1.33
BC 0.79
Vert(CT)
-0.5017-18
>999
180
BCLL
0.0
Rep Stress Inv -YES
WB 0.99
HOR(CT)
0.20 11
We
rda
BCDL
10.0
Code FBC20171TP12014
MatdxSH
Weight 2851b
FT=20%
LUMBER -
TOP CHORD
2x4 SP No.2 •Except•
3-5,6-8: 2x4 SP No.1
BOT CHORD
2x4 SP No.1'Excepl•
11-13: 2x4 SP No.2
WEBS
20 SP No.3
REACTIONS. Qb/sfze) 21=2256/0-8-0, 11=205410-3.8
Max Horz 21=240(LC 11)
Max Uplift 21=-622(LC 12), 11=508(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end vedicals.
BOT CHORD Rigid cei8ng directly applied ar 5-10-9 ac bracing.
WEBS 1 Raw at m)dpt 2-18, 4.17, 5-15, 7-15, 9-14, 9-11, 2-21
FORCES (Ib) - Mac CompJMax. Ten. -AO forces 250 (lb) or less except when shown.
TOP CHORD 24=336311167, 4-5=2652MOK "-2351)1027, 6-7=2657/1048, 7-9=3358/1171,
9-10-3611221, 10.11=.312/233
BOT CHORD 20-21=-976/3199, 18-20-976/3199, 17-18=900/3009, 15-17-602/2346,
14-15-88113010, 12-14=995/3184, 11-12-995I3184
WEBS 2-18=311/126, 4-18=0/372, 4-17=9311397, 5-17=196/690, 5-15=331/369,
6-15=249/670, 7-15=926/403, 7-14=0/364, 9-14=297H58, 9-12-01268,
9-11=-3368/1005, 2-21=3678/1307
NOTES-
1) Unbalanced root live loads have been considered for Us design.
2) Wnd: ASCE 7-10; Vult-l6omph (3-second gust) Vasd=124mph; TCDL=42pst; BCDL=6.Opsf; h=25h; 13=4511; L=4611; eave=6ft; Cat
II; Exp B; End.. GCpi=0.18; MWFRS (directional) and C-C Extedog2) 0-0-0 to 4-73, Irdedm(1) 4-7-3 to 23-0.0, Extedor(2) 23-0.0 to
31-6-1, IMedor(1) 31-6-1 to 45-10-4 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 pat bottom chord live load rmnconcurrent with any other he loads.
6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas Where a rectarkoe 3S0191 by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opst.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6221b uplift at joint 21 and 508lb upl'dt
at joint 11.
November 30,2018
Truss
TrussType
p
Eob
T1 6703081
a
A10
Common
1
Job Refarenra lnatlOoall
RuddersBrst
5.00 12
5x6 =
16 2018 MTek Industries, Inc Fd Nov30 08:49:44 2018 Page 1
Stale=1.77.0
L
18 17 16 23 24 15 25 14 26 13 27 28 12 11 10
STI.W STP = 4x6 = 4x5 = 4x6 = 7x10 =
464a
45s0
,,,_Plate ORsel; Q(,Y 41--6,Ed9al - -�;
- -
-
LOADING (PSI)
SPACING- 2-0-0
CSL
DEFL
in (loc) Well Ltd
PLATES GRIP
TCLL 30.0
Plate Gdp DOL 1.33
TC 0.93
Vert(L-)
-0.3615-17 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL 1.33
BC 0.97
Vert(CT)
-0.5715-17 >929 180
BCLL 0.0 '
Rep Stress Inc YES
WB 0.94
Horz(CT)
0.19 10 n/a n/a
BCDL 10.0
Code FBC2017IP12014
Maldx-SH
Weight 255lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31'Except'
TOP CHORD Structural woad sheathing directly applied, except end verticals.
13: 2x4 SP No.2, 7-9: 2x4 SP Nat
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOTCHORD ZA SP No.1'Except'
WEBS
1Row atnidpt 8.10
10-12: 2x4 SP No.2
2 Rows at 113 pts 2-18
WEBS 2x4 SP No.3'Except'
515,5-13: 2x4 SP No.2
REACTIONS. (Ib/s-w) 18=2256/0-8-0, 10=2055/03M
Max Hom 18=250(LC 11)
Max Uplift 18=622(LC 12), 10=508(1C 12)
FORCES. Qb) - Mmr. CompJMax. Tem -An farces 250 (Ib) or less except when shown.
TOP CHORD 2-0=-3504/1128, 4-5=2959/1081, 5E=2935/1089, 6-8=3486/1164, 8-9=395/189,
9-10=330/224
BOT CHORD 1-18=13/321, 17.18=936/3279, 16-17=802/2997,13-15=51012256,11-13=799/2942,
10-11=98013176
WEBS 4-17=58/396, 4-15=778/400, 5-15=285/1057, 5-13=281/1041, 6-13=796/407,
6-11=75/382, 8-10=-3316/1022, 2-18=3657/1377
NOTES-
1) Unbalanced roof live loads have been considered fortt9s design.
2) Wlnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Gpsf; h--258; 8=450; L=468; eavr-ER; CaL
II; Exp B; End., GCp1=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-7-3, Intedor(1) 4-7-3 to 24-0.0, EMedor(2) 24." to
28-7-3, Intedor(1) 28-73 to 45-10-4 zone; cantilever left and right exposed;C-C for members and fames & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 3x6 MT20 unless otherwise Indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nanconcunent v&h any olberhan loads.
5)' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3." tall by 2-0-0 wide
win fit between the bottom chord and any other members, with BCDL=10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of wdhstandntg 6221b uplift at Ord 18 and 508 lb upM
at joint 10.
November30,2018
®WAR parake aMREADNdesa Da Ta4ANDWCWOEalfllEl(R6£R£aLEPAGEY47QJ rev.1WWRar58FIDREIRE
*e
vastNiue ontan9n
vdld br use MTek®mmedara.TNa daslgn e0.ase4 myupmpeearcMrs shah and utdraniMMdwltuMug mmmne rot
�{�■•
m usa. V
a W5ngdesiR84(OA u4o. Na N111Sag OBSlgfRrlrW.0 l9Ny a18 afQ6mEL6y at 4e9911p&31O�PIeOMpNpeM�DarPafala llti34e[Bninlafile Prtra9
a tnas a
■■::WW
is wgeatcoWmvrfthp am,rAmm.e mry. Aeangwmmmragminpe a,a,mNpaan9
dedgned
n9Nfit,
MTek'
is ahnr for and lWandvamemeara
is sways mquted roc 56dNy endropaseM mlapse elmppsamL:IursdwliryuyaMgopab4ama9e. For 9enerol gwdanm regamigere
fabdmlbn,slonga,delivery. eiedmn and Oman9 artussas aM toss syammu,sse ANSyiPllOwllry DMe4a, DSB89eM BC5l Bunding Damponem
6504Parke Faid
Sefery Infsmwtlen evauaNe M1am Truss Rare Institee, 216 N.lse Sleet axle 312,NevMda, VA22316.
Tampa, FL 36810
Job
Truss
russ Type
Oty
Pty
1603841-CARTER
T15703082
1603941 a
801
Hip Girder
1
Job Reference do all -
Florida 33556
8220 s Nov 162618 MTek IndusldeS, Inc. Fn NDV 3U 1A1AV. n ZU16 Filial
I.ti..vnw......mu..... nmavicenco.Lw.,,.:n»nrr.,eeo..— -- —
5A0 12 ass =
2x4 II 7x10 = 2x4 II nw
W.� 16 15 29 M 14 31 32 13 33 34 35 36 12 37 38 11
ST1.54 STP = 3x4 = ex12 = 2x4 II ax12 = ax4 =
2x4 i
10
ST1.548 STP =
20 11
scale =1:58A
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Inv NO
Code FBC2017frP12014
CSI.
TC 0.17
Sc 0.53
WB 0.44
MatrixSH
DEFL. in
Ved(LL) -0.18
Vert(CT) -0.28
Honi(CT) 0.06
One) gde0 L/d
13 >999 240
13 >999 180
10 n/a n/a
PLATES GRIP
MT20 244/190
Weight 441 lb FT=20%
LUMBER- BRACING.
TOP CHORD 2x4 SP No.2 -Except' TOP CHORD
Structural wood sheathing dlredly applied or&&O co pudins.
35,5-7: 2x6 SP No.2 BOT CHORD
Rigid ceTng directly applied or lD-0-0 oc bracing, Except
BOT CHORD 2x6 SP No.2
6-0-0 oc bracing: 1.16.9-10.
WEBS Zx4 SP No.3
REACTIONS. Outsize) 16=2203/0-84, 10=220310-B-0
Max Horz 16=-67(LC 6)
Mm Uplift 16=813(LC 8), 10=746(LC 8)
FORCES. (Ib) - Max ComplMax. Ten. -A6 forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-3314/1194, 3-4=5180/1B79, 4-5=5178/1878, 5-6--517811886, Cr7=5180/1887,
7-8=3314/1212
BOT CHORD 15-16=674/1996, 14-15=1013/3040, 13-14=1998/5855, 12-13=199815855,
11-12=1030/3040, 10-11=708/1996
WEBS 2-15=-400/1215, 3-15=-315/165, 3-14=-842J2442. 4-14=512/268, 5-14=785/274,
5-13=14/329, 5-12=785/267, 6-12=512(268, 7-12=83112442, 7-11=-315/165,
8-11=400/1215, 2-16=2911/1113, 8-10=2911/1075
NOTES-
1) 2-ply truss to be connected together with 1Dd (0.131w) nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-D oc, 2x6 - 2 rows staggered at 0-94) co.
Bottom chords connected as follows: D(6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 cow at 0-9�0 oc.
2) All loads are considered equally applied to all plies, except'rf noted as front (F) or back (B) face in the LOAD CASES) section. Ply to
ply connections have been provided to distribute only loads noted as (E or (B), unless otherwise indicated.
3) Unbalanced roof live leads have been considered fort his desgm
4) W ind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst,, BCDL=6Apsf; h=25ft; B=45ft; L=35ft; eave=5ft; Cat
It: Exp B; Encl.. GCpt=0.18: MWFRS (directional); cantilever left and fight exposed; Lumber DOL=t.60 plate gdp DOL=1AO
5) Provide adequate drainage to prevent water pen ding.
6) This truss has been designed for a 10.0 psf bottom chord five load mnconcunent wed any other live loads.
7) - This truss has been designed for a live load of 20.Opsf on the bottom cord in all areas where a rectangle 3450 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8131b uplift atjcrd 16 and 746 lb upfiR
at joint 10.
November30,2018
AWANwINe-Uwdy Nsrgn MffeMten mbaenDNOesg h; owned
AND WCLUDEa MIFERRED�XLEPAnin6Md bA ra'aDdMd not
USE
Design ralM (anisern use, NRilding noRora Tuts tlevgnh basa4 oNyupanpamnetensnnivn, arM,,edyinb4M4w1 sdds mmponeN,M •
ehuingdesm.9afwawe,Ore bwWWpmsynarnw gof** 6Me rrab"®Y b4 "P><anvJan aW. M'wnTPrale M'v ees9n uCOUn oveta8 ���fff����
bulbin9 tle99n. amdn9lndbaredkbPreueMbuMlm9 arm4rvWwlhussveb arWorMMN m4rt�6ammM. rg.neraltempb reganpemwn:ntCraGw imiTek'
Is elxeya re4u4841ars1abllMeMroPnrmNmOaPse vrOApassblo Pemsterds ryvMpmpeny4amage. Far9enem19a14anm regaNSgtlM
fe0aybn,sneation tleOvery.eRClbn en4 Nadn9 otWsas an0 huts sydemasea ANSV1PItewlMOdhrb, DSaa9 and BC31 awa4NA Domponem Tsold =paaROad 36610.
Satiety mfarmedon avalable tram Tmsa Rffialnsl4Ma, 21aRLea Sheol Sute312, NanMik,VA2Y414. Tampa. FL'36610
Job
Tnrss
Tmss Type
pty
Pty
0308 T1572
1603847
B01
Hip Gilder
1
�16MMI-CARTER
dk
LJob
Reference (optional)
eugdpts First Sound Plant City, Flodda 33566 8.220 s Nov 162018IATek Industries, Ina Fit Nov 30 08:49:48 2018 Page 2
NC;MS-
ID:aiwelnty&xLpcvWWSOPOLyNzoz-vvosKOReeegiMMk1FUJ W5%53DSRJUtuoiQ728CLyE29t�--
91 Hanger(s) orolher connerrion deVce(s) sha8 be provided suffidetdto support concentrated load(s) 1251b down and 155lb up at 7-M. 32lb down end 69 lb up at 9-0-12,
3211sdown and 691b up al 11-6-12, 321lldown and 69115up al 13-0.12, 321b down and 691b up al 15-0-12, 321b down and 6916 up at 17-0-12, 321b down and 691b up
at 17-11-4, 321b down and 69(b up al 19.11-4, 3216 doom and 691b up al 21-11.4, 321b dawn and 6916 up al 23.11-4, and 3216 down and 691b up at 25.11-4, and
125 Ib down and 155 Ib up at 28-0-0 on top chord, and 2191b down and 124 tb up at 7-M, 5916 down and 321b up at 9-0-12, 591b down and 3216 up at 11-D-12, 59 Ib
down and 321b up at 13-0-12, 591b down and 321b up at 15-0-12, 591b dawn and 3216 up at 17-0-12, 591E down and 321b up at 17-11-4, 591b down and 321b up at
19.11-4, 591b down and 3211a up at 21-11-4, 591b down and 321b up at 23.11-4, and 591b dam and 321b up at 25-11-4, and 219lb down and 124lb up at 27.11-4 on
bottom chord. The desigNselecbon of such connection devicels) is 0le responsibddy of others.
LOADCASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Mform Loads (plf)
Vert: 1-3=74, 3-7=74, 7-9-74, 1-9=20
Concentrated Loads (Ib)
Vert 3=55(F) 7=55(F) 15=81(F)11=81(F) 17=25(17) 19=25(F) 20=25(F) 21=25(F) 22=25(F) 23=25(F) 24=25(F) 25=25(F) 26=25(F) 28=25(F) 29=-59(F)
30=59(F) 31=59(F) 32=59(1`) 33=59(F) 34=59(F) 35=59(F) 36=59(F) 37=59(F) 38=59(F)
AWARweee-Ve.caly wpn runnretwsmoore- Dade6ON Ta15ANDmCWDEDItrf£Rhawn an Isev"EIa)Qlmv.169]ker6BFFORE ISE
Design were ill usawyweb, netingsel cos TNs bedgnb based any up on PammamsaMendanspfdreniMoare d Cs cosgo theo, wt •
e truss eytlem. aerom use. die Emlmn9 4eslgMr mud seiey eb epp5rab'a'ay of eeign parameter due papoty dimrparae iHI besgn 1Na the asen]
bWIENP 4asi0n.
laeWeys reVuiae delwq, and Inpmvant collapse aiN pasa'ONpersaW kymeeMpropeM1)r0ama9e.For9onma9umanco mgarevrMI iwiiek
faSewlWt, stma9e, tla0very, enuaon and bradnpathussasmw hunsystemssee ANSIrIPltdwliry DdteM, DS&eaanO BCSI Bu➢a)n Co
3rfely late ad ave0eobfmm Tmss Plero lnadWa, 2fa N.Lee SeeeL Suds ]12 NavMea.VAT61d. 9 mPonem 69w Parka FaA BNe.
Tempe. FL 361610
Job
Truss
Truss Type
Py
1603841-CARTER `
T75703083
1603841
602
Hip
�Qty
1
1
J b R f fppJjOp@Il
ns JeulP1, guy, rmnun aaeeo
42-2
u."usNwiozumSmiieKmQ.sm23,mC. rO rvuv au uo:w:w raid ratio I
416
44 =
Srale-1:57.4
16 IS 14 13 12 11 10
ST1.Sxe STP = axe 4x6 = 4x6 = 3x8 — ST1.5xB 6TP =
LOADING (psry
TCLL 30.0
TCDL 7.0
SCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Gfip DOL 1'33
Lumber DOL 1.33
Rep Stress Inc YES
Code FBC2017frP12014
CSI.
TC 0.44
BC 0.81
WB 0.88
MatdxSH
DEFL in Poo) Well Ud
Ven(LL) -0.21 13 >999 240
Vert(CT) -0.3711-13 >999 180
Hom(CT) 0.11 10 n/a n1a
PLATES GRIP
MT20 2441190
Weight 173lb FT=20%
LUMBER.
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or3.2 9 oc pudins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 6-0-0oc bracing.
WEBS 2x4 SP No.3
REACTIONS. Qb/slze) 16=1645/0.8-0,10=164510-8.0
Max Horz 16=89(LC 10)
'
Max Uplift 16=-073(LC 12), 10=405(LC 12)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or lass except when shown.
TOP CHORD 1-2-33W289, 2-3=2273/811, 3-0=20561800, 4-6=2884H047, 6-7=2056/800,
7-8=2273/811, e-9=330289
BOTCHORD 1-16=205/358, 15-16=58W7654, 1315=8812819,11-13=88312819,
10-11=56911654,
9-10=2051359
WEBS 2-15=71/542, 3-15=94/508, 4-15=1008/399, 6-11=1008/399, 7-11=94/508,
8-11=71/542. 2-16=235311070. 8-10=2353/1070
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6Apsh h=25ft; 8=45$ L--3511; eave=511; Cat.
II; ESP B; End., GCpi=0.18; MWFRS (directional) and C-C Extefiog2) 0-0.0 to 36.0, Intefia(1) 3.&0 to 9-0-0, E]defior(2) 9-0-0 to
13-11-6, Interior(1) 13-116 to 26-0-0, Extedor(2) 2%.M to 30-11-6, Imedor(1) 30-11-6 to 35-0-0 m1ce; canbleverleft and fight
exposed ;C-C for members and forces & MWFRS for reactions drown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water panting.
4) All plates are 3x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load rmnconcunent with arty otherf" loads.
6) • This truss has been designed for a live load or 20.Opsf on the bottom chord in all areas where a rectangle 3S0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of tons to bearing plate capable of withstanding 473lb uplift at Ant 16 and 405 lb uplift
at joint 10.
2
La
November 30,2018
,&WARNING-VerllydesfgaPanmeMxsaM RF/lONO)ES ON THn AHDw(nDDFD f4TEXREFERENCE PAG£ML)n]rev.lda]Dar59EFDRE1nE
Deslpn SWSI foruse onVw MTeM wrxw om Thus design is tusedany upanpamlretem dxxSR aM IS foreni=!Wualb mg mnpo Mcol
�■
a buss system.Befomuse. he Moon dedpernwst %,"Ihs appw),Myofdesigtrpalan Sx andpmpaMixolpommmadecyntdo tlla a W
fr
buUngdosign.Brswgintlrated is WPmvtmbuatlmg at NdMdualtruss,reb amlartltald memcersaNy. AAddlonaltempmmyaMPemuremlxaaw
MiTeW
iseMMs mM.gfar.1 personal'rywyawpmPeANWW11e.M11tyerteaS.mre regaN'eptlle
a q.androPmdb �af s sand Nua sy4ems,see Arb.VA10uslly CrkaM, eSBAGand BOal Bul'ImvR Oompormrn
fabdrsly
d.
690MFL
Eabry ftmTandbradllgofhusses N.
Safarylnformetlon aragabk bom Truss Pla[a lnsgtuto, 219 N. Lao Sbeel Eude 312 A1zvndda,VA223t4.
Io agan
36610
Tempe, FL 3fia10
I
Job
Tress
Truss Type
0y
Py
1603841-CARTER
T757030&I
16MO41
B03
Hip
1
1
Job RejapInce gpko 11
ma rn rvuxao uo:ea.w xu,o
Scale =1:59.4
Sxe =
a
5, =
Sr1.5i6 STP = 3x6 = axe = 3x4 = ST1.54 STP =
3.4 4 3x4 = 3x6 = 314
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2�0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Ina YES
Code FBC2017rrP12014
CSI.
TC 0.64
SC 0.75
WB 0.92
MatdxSH
DEFL in
Ved(LL) -0.17
Vert(CT) -0.30
Hom(CT) 0.10
(Iw) Ildell Ud
11 >999 240
8-9 >999 180
8 n1a n1a
PLATES GRIP
MT20 2441190
Weight 179lb FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP N0.2
TOPCHORD
Structural wood sheathing directly applied w210-0 oc purling.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or &D-O oc bracing.
WEBS 2x4 SP No.3
REACTIONS. pb/size) 14=1645/0-8-0, 8=1645/D�0
Max Hom 14=109(LC 10)
Max Uplift 14�473(LC 12), 8=-405(LC 12)
FORCES, pb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=377229, 2-3=2235/817, 3-4=24481978, 4-5=2448/978, 5-6=2235/817,
'
6-7=377229
BOT CHORD 1-14=136/412, 13-14=-677/1884, 11-13=570/1990, 9-11=559/1990, 8-9=661H884,
7-8=136/412
WEBS 2-13=0/339, 3-13=0255, 3-11=2611695, 4-11=5481327, 5-11=261/695, 5-9=0/255,
6-9=0/339, 2-14=242811190, 6-8=2428/1190
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,, 13CDL=6.Opsf, h=258; B-45$ L=35ft; eave=511; Cat
II; Exp B; End., GCpi=0.18; MWFRS (directional) and CC Exterior(2) 0-0-0 to 3-8-0, Irderior(1) 3S0 to 11-0-0, Extedor(2) 11-0-0 to
15-11-6, Intedor(1) 15-11-6 to 24-0-0, Extedor(2) 2440 to 28-11-6, Interior(l) 28-11-6 to 35-0-0 zone; carNleverleft 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 painting.
4) This truss has been designed for a 10.0 psf bottom chard live load nonwncunent with any other8ge loads.
5)' This truss has been designed fora live load of 20.Opst on the bottom chord in all areas where a rectangle 3b0 tall by 2-0-0 wide
will fit between the bottom chard and any other members.
6) Provide mechanical connection (by others) of tons to bearing plate capable of withstanding 473lb uplift at joint 14 and 405lb uplift
atjoint 8.
4
i$
November 30,2018
AWANNINa-vedlydesign parameters aMNF/ID NOTE90N 7MS ANDWCWOEDNg1EK NEFENEIrCEFAGE M4703 rev. 10,O1O018 BEFORE ME
Design valid Ire use any wM MetID connuegre TlSs design is based ady upanpmarnemn sham, anal Is form indlrvidaal beading cmipmient M
a buss aydem. aside use. Vre b06n9 designer musteeray are dpp5rabady at d.nen pararnetms aM AW blffmipoMa ads design ads Use aueall
auiddg design. Bating ad'vadeg ted I. psv budofmd'Mduai tluss slab aMlordded mm ebr eoW. Additional tep,y oramOpe.MMbraeng M!Tek'
Is always required for slebiltty and to paved: cogapse man Fassbe eena al Yye, and pnpedpdamage. For Menedi gudarca ad,,ag g ere
rdxdwUon, sioraga, delhrery. ere a and bndng dtWsxs and suss sydamA see MSINPII onerdy criteria, DSSa9 and B= Budding Component fi90d parka Earl aNd.
Seky Nfometlon avalabk fmnTnss Rate InshMe, 21a N. beer SbOet, Svbe 312 P1evMda. VAT131d. Tampa. FL aging
Job
Truss
Truss Type
Oty
Ply
1603841-CARTER
T75703085
1803841
804
Hip
1
1
Job Rete n tlonal
Builders First Source, Plant City, Florida 33566 6.220 s Nov 16 2018 PDTek Indusbies, Ina Fri Nov 30 08:4951 2018 Pagel
to-ey—V lnflIv? 04VDpy5OPOCyNZDZ YSDIgRwls5xl1Cmg9Rto9TeSe17eDn865HopgyE29k
' I &314 I 13-0 O ,� 176 F-- 22-0-0 F, 28.2-2 I 35-0-0
6.9-i4 6.2-2 4-" 480 6-2-2 6.9-14
Scale=1:59.3
4X6 =
3X4 = 44 —
418 19 5
ST1.&BSTP = 2x4 II 3X4 —3' = 3x8 =14 — 2x4 II ST1.5x85TP =
3x4 9 3X4 C
LOADING (psi)
TCLL 30.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Gnp DOL 1.33
Lumber DOL 1.33
Rep Stress Ina YES
Code FBC2017/rP12014
CSI.
TC 0.66
BC 0.74
WB 0.55
Matrix-SH
DEFL.
Vert(L-)
Vert(CT)
H=(CT)
in (loc) Well L/d
-0.21 11-12 >999 240
-0.3911-12 >952 180
0.10 8 n/a We
PLATES GRIP
MT20 2441190
Weight 186lb FT=20%
LUMBER-
BRACING.
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or3-4-16 oc pur ins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS ZA SP No.3
WEBS
1 Row at midpt 2-15, 6-8
REACTIONS. (INsize) 15=164510E-Q 8=1645/0-8-0
Max Hoe 15=128(LC 10)
Max Uplift 15=472(LC 12), 8=405(LC 12)
FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=238/266, 2-3=2133f/99, 3-0=1888/804, 4.5=1888/8D4, 5.6=21331799,
6-7=2381266
BOT CHORD 1-15=154/296, 14-15=-668f2056, 12-14=-668/2056,11-12--591/2023,
9-11=657/2056,
8-9=65712056, 7-8=1541296
WEBS 3-12=87/422, 4-12=383/172, 4-11=383/172, 5-11=87/422, 2-15=2570/1027,
6-8=2570/1027
NOTES
1) Unbalanced roof live loads have been considered for tllis design.
2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=42psf,, BCDL=6.0psP, h--251t; 8=4511; L=35tt eave=50; Cat
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedar(2) 0-0-0 to 346-0, Imedor(1) 3-6-0 to 13-0-0, Extedor(2)13-0-0 to
17-11-6, Interior(1) 17-11-6 to 22-0.0, Extedor(2) 22-0-0 to 26.11-6, Interia(1) 26-11-6 to 35-0-0mne; cantilever left and right
exposed ;PC for members and forces & MWFRS for reactions shame, Lumber DOL=1.60 plate gnp DOL=1.60
3) Provide adequate drainage to prevent water por deg.
4) This truss has been designed for a 10.0 psf bottom chord live load noncencueCrlt with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in an areas where a rectangle 35i-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10-Opsf.
6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 472lb uplift atio nt 15 and 4051b uplift
at joint 8.
It
November 30,2018
®DDesign4n wild for
VuesveNyandywith Weise
Tdesign E1aNsRNAa*v,sn pOaeu0esiasheenIs Cuddkig oomp5 G oat
a d.system.Before use, rbe Oui4m94esignum�rt va4yme apPtiac34y M4esOnpammecaman4 PropeMmmrporNe0iis4esgniRo Om averdi 1,
bwi4ng 4esi9rt Bm4N91ndeate4 isro PmvaMlmtltln9 aliMivi4ualtrubs ve➢aMiWtlmM members Ditty. A44NonelkmporeryarWpanvreNlnacng 1y1p�l (Tek'
Is aNreys requ've4Matabil4ye�W ropieveMmLLapseaMgssIDk persoiui nyryaMpmpOly4ama9e.For tre9aM6g Me
Safiage,4e4vary,erection and lxaaig INNn:ms an4 Wssayshms, zee APlt oM Criteni,DB9 and BCSI Bu84n8 DamPomM 0Paha East .
felylnfornatloTampa, FL 36610
Job
Truss
mss Type
py
Py
1603841-CARTER
T75703088
1603841
B05
Hip
1
1
I04 Rw{erena 5 I)
8u9ders Fast Source, Plant Ciy, Fbrida 33566 6221 sNov 162018 Iffex Industries, Ina Fd Nov3008:49:532018 Pagel
• ID:ajwejntymi.P WOpy80POLyNz02-rE0lR9inSNLJSY�C�6GE m8 V6 a m 29�
71-:14 1 15-0-0 2460 7_-2-2
7-914 7-2-2 5-0-0 7-2-2 7814
Scale-1:59.6
S00 12 5x8 =
bx6 =
Sr1.5t18STP = 2x4 11 416 3x4 = 3x8 = 44 revs It ST1.5x8 STP =
3x4 i see J
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Gdp DOL 1.33
Lumber DOL 1.33
Rep Stress Ina YES
Cade FBC2017frP12014
CSL
TC 0.77
BC 0.74
WB 0.66
MatrixSH
DEFL in (loc) Vdefi L/d
Vert(L-) -0.1613-15 >999 240
Vert(CT) -0.3013-15 >999 180
Horz(CT) 0.10 9 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 1881b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or220 or: pudirls.
BOT CHORD 2z4 SP No.2 BOT CHORD
Rigid ceiling directly applied a 6.0-0 ac bracing.
WEBS 2z4 SP N0.3 WEBS
1 Row at midpt 2-16, 7-9
REACTIONS. (Ib/size) 16=1645/&&D, 9=164510-8-0
Max Ham 16=148(LC 11)
Meer Uplift 16= 472(LC 12), 9=-406(LC 12)
FORCES. (lb) -Main. CompJ6lax. Ten. -A0 forces 250 (lb) or less except when shorn.
TOP CHORD 1-2=2211257, 2-4=-1993f766, 4-5-1740081, 5-7=1993f766, 7-8=221256
BOT CHORD 1-16=-131/2B9, 15-16=668.2136,13-15=-i682136,12-13=466/1739, 1&12=657M35,
&10=-657/2135, 8-9=1311289
WEBS 2-15=0f267,2-13=-496/222,4-13=-25/337,5-12=-53/337,7-12=.495M23, 7-10=01267,
2-16=2592/1013, 7-9=259111013
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h--25ft; B=451t; L=35ft; dent "-ft; Cat
11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0.0 to 3-15-0, lmertor(1) &8-0 to 15-0-0, Extedor(2)15-0-0 to
24.11-6, Interior(1) 24-11-6 to 35-0-0 zone; cantilever left and dotexposed;C-C for members and forces 8. MWFRS for reactions
shown; Lumber COL-1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water porrding.
4) This Imes has been designed for a 10.0 psi bottom chard five load with any other five toads.
5)' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3b0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of buss to hearing plate caoab/e atwdhstandirtg 4721b uplift at joint 16 and 4061b uplift
at joint 9.
I$
November 30,2018
DeWARNING-meonlesgnparamerers orb RFA➢NQIES ON]HIal anly LOFD l9rF sREn%,de EPAGE691-1Qlrav, fab]QarSDEFORE rISE
Deslgn vasu roc useonbxithen .g mreaars. Tftls design ls hase4oldj upansign psteneers nd i ManmdniM. des .9 sterns, q.ro[
a was ryAem. Before use, the WlainP tlesignermustwNyme aPP6r�Jay of 4a99n Parem�tsarmpmpeMtr,cemorefe aus4eapn vaoam,nere) NYW�
CNltlup 4asl9n aredn9lntltrated is to Prere,+RtluUi'vre Mmeiai0uathusn�a5 andrctlRN nm,Men oNy. ADal'm,Nl lempmarymtlpem,anenttraGng MiTek'
IsalwaYsrelu'ves kr9a5ililyan4bprevent meaPse riS, possIDle persanal"ry,oyarNpmPartlr6 aB1 QwWy nraeft, anoe regm5ggtlw
rabic Infortaaga, dativery,ererJbn an4 Crzd,gothussesan4 truss syAenn,� AN9VIPI1 Gualiy CrBeda, D58-89 and BR1Bua4N8 aampotreM 89G1Penes FastBee
Safety Mformatlon aveAaSk Imm TNaSHeM NSnute, 21a N.lae Sheet, Su4a 312,Ne®Mhi VA22314. Tampa. FL 36610
Truss
Truss Type
Qty
Ply
1603841- CARTERT75703087
r10ob384
1 BOB
Hip
1
1
Job Refe nee (optimal
Builders First Source. Plant City, Florida 33666 &220 s Nov 162018 MRek Industries, Ina Fri Nov 30 08:49:542018 Pagel
:alwelmW100.pa pySOPOLy�Tz02=Q205ePPDgTW41VPriZdVnM7�aiK5rZ ap3VSP3E29h
1S 11810 1) 61 3 61-3 55a SS8 -0a 558 S58 6.1J
Scale =1:60.1
50n r
4x6 — 41 =
4 5
Sr1.6x8S = ST1.5xa STP=
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Ina YES
Code FBC20171TPI2014
CSI.
TC 0.44
BC 0.65
WB 0.62
Matdz-SH
DEFL. in (loc) Bdefl Ud
Vert(LL) -0.14 13.15 >999 240
Vert(CT) -0.26 13-15 >999 180
Horz(CT) 0.10 9 n1a ma
PLATES GRIP
MT20 2441190
Weight: 191 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-8-6 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied a 6-0-0 oc bracing.
WEBS ZA SP No.3
WEBS
1 Row at midpt 2-16, 7-9
REACTIONS. Qb/sae) 16=1645/0-8-0, 9=1645/0-e-0
Max Hoa 16=168(LC 10)
Max Uplift 16=-072(LC 12), 9=-405(LC 12)
FORCES. Qb) -Max. Comas Max. Ten -Allforces 250 (lb) or less except when shorn.
TOP CHORD 1-2-321/287, 2-3=22401733, 3A=l 71/690, 4-5=1565/681, 54i=1771/690,
6-7=22407733, 7-8=321/287
BOT CHORD 1-16=185/367, 15-16=569119S4, 13-15=53411955, 12-13=326/1565,
10-12=523/1955,
9-10=558/1954, 8-9=1851367
WEBS 3-13=592/277, 4-13=154/431, 5-12=154/431, 6-12=5921277, 2-16---2514/1072,
7-9=251411072
NOTES-
1) Unbalanced roof live loads have been considered forlhis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=iApsF h=25ft; B=451C L=35t eave=51t Cat
II; Exp B; End., GCpi=0.18; MWFRS (directional) and GC Exteda(2) 0-06 to 3-6-0, Imedor(1) 3-6-0 to 17-0-0, Exterior(2) 17-0-0 to
22-11-6, Intedor(1) 22-11-6to 36-0-0 zone; camilever leftand right e)ased;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL-1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live toad nonconcument whh arty otherve loads.
6) - This truss has been designed for a live load of 20.Opsf on the bottom chordis all areas where a rectangle 3-e-D tell by 2-0-0wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to hearing plate capable of whMIandntq 472lb upldt atjoim 16 and 405lb uplift
at joint 9.
t¢
November30,2018
,&WARNING- twtrydeelgnperemeress eM ADxOTES ON IRRANDWCLnDmtliEK RSYilIXCE PAGE44Tn]re5 1aleb40I5B£pOR Vw.
Cosign sold car use anNWM MTeke mrme+dors.Tba designa baud oniyupanparameters charm, ardls bran and dualbu'AGmy mmpofreasst
a W. rystem. Bence use, Ne b.Mmg deslgnermusl verily Me app5m➢d4yaFdevgnparamNersantl properymwryorate➢dsdeagnbda me.coca➢
bulldugdesign. BRneg loci'Sated Isla atNdrvidueltrussve➢anNrctlmrtl mambersoNy. PAddOnal tempwaryaWpemwv:mMxag
M7ek'
Prevambucdn9
Isallays ratlbr4ab . WE➢pvnblapersmrd'npayad property damage..1fty erelgudanca regeid'etq Mre
reco "Wedtlapx
rabdyWonbiaga, tletivery.ereWon ead bredng atbvssesaMMus ayYans,see ANSVIPd OualltyGdteda, CS&89and BCel BUOmng Lemporiem
stl
Ma Ea9BNd.
3abry hdormaDon avagable Som Truss Rate lnsBtNe, 2le N.lAe Streetau6e31; AlmolnE4a,YA2A14.
TON .paP
TvnPa, F136610
Job
Truss
Truss Type
py
Pty
1603841 -CARTER
T15703088
1603841
807
Common .4
1
J bR fe f 8 11
Builders First Source. Plant City. Flonda 33566 11220 s Nov 162018 Mirek Industries, Ina Fit Nov 30 08:49:55 2018 Page 1
D:aNieyn99R WWQppySOP3Ey7T07pdnzsijl_bAM1p160H8kJaUNFgM74k11FOjRyyE29-9
�14 I 11-1D10 I 744 1 1 F 3so4 i
634 S74 &74 S]4 S]4 &34
4x6 =
smFZ_
8ra1e=1:M.0
ST1.Sx8 STIR = 3x8 = STI.6xe STP =
LOADING (psl)
TCLL 30.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Incr YES
Code FBC2017FrP12014
CSI.
TC 0.43
BC 0.66
WB 0.66
Matrix-SH
DEFL in (loc) Wall L/d
Ved(LL) -0.1511-13 >999 240
Vert(CT) -0.26 11-13. >999 180
Horz(CT) 0.10 10 n/a n/a
PLATES GRIP
MT20 2441190
Weight 1831b FT=20%
LUMBER-
BRACING-
"
TOP CHORD 2x4 SP ND.2
TOP CHORD
Structural wood shealldng directly applied at 3-8-3 oc purfins.
BOT CHORD 20 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 2-16, 8-10
REACTIONS. (Ib/size) 16=1645/0-&0, 10=1645/0-&0
Max Hoa 16=172(LC 11)
Max Uplift 16=472(LC 12), 10=405(LC 12)
FORCES. (Ib) -Max. CompdMax Ten. -Alf forces 250 (Ib) or less except when shown.
'
TOP CHORD 1-2=332/270, 2-4=2235/690, 4-5=1743/644, 5-6=1743/644, 6-8=2235/690,
8-9=332/270
BOT CHORD 1-16=169/376, 1&16=52611957, 1&15=469/1941,11-13=-469f1941,
10-11=526/1957,
9-10=169/376
WEBS 543=242/894, 6-13=-607/261, 4-13=E07/261, 2-16=2509/1059, &10=250911059
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=6.0psf; h-25ft; B=45ft; L=35ft; eave=51t; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0.0 to 3-6-0, Interior(1) 3460 to 17-6-0, Exterior(2) 17-6-0 to
21-0-0. Intenor(1) 21-0-0 to 36-0-0 zone; cantilever left and fight exposed;C-C for members and forces &MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 3x4 MT20 unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord We load nonconcunem with any other he toads.
5)' This truss has been designed fora five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 472lb uplift atjoint 16 and 405 lb uplift
at joint 10.
I$
November 30,2018
®WARNING o'¢slgn parameters aaUo Anha31S ON ]NIg AND WCWDF➢A RETER82 gpr4707ew.faT.Vtp19BEFORE 16E
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labdmtlon, stomga, tlerrvery, emagpn and bman9 et Wssas and buss systems,see ANSMII Quality Cdteda, DSB49 and BC8l Building Com imz
6904Pad;e EaUBMI.
SeMInformadon esailablakom7mss Plafolnstilule.219N.tee Sbeek Suie312,AJex rL%VAY1314.
Tampa. Fi 36610
Job Truss
Truss Type
Ory
Ply
1603841-CARTER
T15703089
1603841 CJ01
Jack -Open
12
1
b Reference (srot'onal
uuaoers are[ bourse, "am 'ny, camas aaoau u U 5 Nov lb Zulu Mi l es mauameS, me en Nov au ua:aa:ab Zura rages
ID:ajwejntWhXLpcWOpySOPOLYNzO2-HpLL3PMgEJzfny_fzsnOe6AYJWGM 7UtyE29r
1-00
2x4 =
3
LOADING (psf)
SPACING•
2-0.0
GSI.
DEFL.
in
(loc)
VtleFl
Utl
TCLL 30.0
Plate Grp DOL
1.33
TC 0.02
VeM1(LL)
0.00
1
>998
240
TCDL . 7.0
Lumber DOL
1.33
BC 0.01
Ved(CT)
-0.00
1
>999
180
BCLL 0.0 '
Rep Sbess Inv
YES
WB 0.00
Horz(CT)
-0.00
1
n1a
n/a
BCDL 10.0
Cade FBC20171TP12014
Matdz-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2z4 SP No.2
REACTIONS. (Usize) 1=46/Mechanical,2=36/Mecharical,3=101Mechmical
Max Horz 2=19(LC 12)
Max Uplift 1=31(LC 12), 2=13(LC 12), 3=9(LC 8)
Max Grav 1-06(LC 1), 2=36(LC 1), 3=20(LC 3)
FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(to) orless exceptwhen sham.
Scale =1.6.5
PLATES GRIP
MT20 244/190
Weigh: 3le FT=20%
BRACING
TOPCHORD Structural wood sheathing directly applied or 1-0-0oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang.
NOTES-
1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L24ft; eave-4R; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directonap and PC E1deflog2) zone; camiever left and fight exposed; porch left and right
exposed;C-C for members and forces 8. MWFRS for reactions shaNn; LumberDOL=1AQ plate grip DOL=190
2) This truss has been designed for a 10.0 psf bottom chord live toad rwmmncument vvM any other five loads.
3) • This truss has been designed fora live load of 20.Opsf on the bottom chard in all areas wnere a rectangle 3S0 tail by 240.0 wide
will fit behveen the bottom chord and any otter members.
4) Refer to girder(s) for truss to buss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1, 13lb uplift at jam 2
and 91b uplift at joint 3.
November 30,2018
AWARMND•V¢My Qesun PAGEa6duat
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Is eFnays requbNMsnbJIIy and tb PnwntmgapseaJn passffi persbwl'ryaryaM praperty4amage.Fargenenlda,D eregndBMI
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falety
rde Fast BhQ.
lan,sbsaga
9afery bfbrmatlan aw�abbfrnnTnss Rate lnsl6ute, 219 N. Lee Steel Soda 3lZ AlenMria,VA22314.
Tanga, FL 36610
Tam.,
Jab
Truss
Truss Type
pty
Pty
1603841 - CARTER
T16703090
1603841
CJ03
Jack-Open8
1
JobReferencelootio.all
Builders First Source, Plant City, Flonda 33566 8.220sNov 162018Mfrekindustries.Inc. FriNnv3008.49:552018 Pagel
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3-0-0 I
3-"
LOADING (psi)
TCLL 30.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 20 SP No.3
Scale=1:10.8
ST1.5xs STP =
SPACING-
2-0.0
CS'_
DEFL in
goo) Well L/d
PLATES GRIP
Plate Grip DOL
1%3
TC 0.26
Ved(LL) 0.00
5 >999 240
MT20 2441190
Lumber DOL
1.33
BC 0.28
Vert(CT) 0.00
5 >999 180
Rep Stress lncr
YES
WB 0.14
Hmz(CT) -0.02
3 We n/a
Code FBC20171TP12014
Matrix-P
Weight 11 lb FT=20%
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-G4 oc purins.
BOT CHORD
Rigid calling directly applied or 10-0-0 oc bracing.
REACTIONS. gh/size) 3=202/Mechanical,4=193fMechaMca1,5=471/0-8-0
Max Herz 5=55(LC 12)
Max Uplift 3=202(1_C 1). 4=193(LC 1), 5=316(LC 12)
Max Grev 3=86(LC 12), 4=90(LC 12), 5=671(LC 1)
FORCES: (1b) - Max. CompJMax.Ten. -All forces250(lb) orless except When shown.
WEBS 2-5=3911487
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; 7CDL=4.2psf, BCDL=6.0psf; h--25ft; 13=45$ L=24f ; eave=41t; Cat
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C EMedog2) gene; cantilever left end fight exposed;C-C for members and,
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=150
2) This trusts has been designed for a 10.0 Pat batten[ chord five load noncormurrent YAM any other five loads.
3)' This truss has been designed fora five load of 20.Opsf on the bottom chord in a8 areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 2D21b uplift at)oint 3,1931b uplift at
joint 4 and 316lb uplift at joint S.
November 30,2018
AwA mG-vwfy0asrgn PnamerersaMN NOTES ONTN MDMC WIOIENREfERQ/CEPAGEN 74 3rev, 101M201511170 IAE
Design valk Muse"Who NReldf> eGers.Tis design fsbased omy upon Pamme[ers sTPwn, antis loran W%ndv4WM,, component not
��-
a Moss Wsem. Before use, Me Wood, designerm,rtverdyfFe aPpbmbrdy Ndes4n pma esbod and PmpeMmmrparaie Ode desga hdo Me aveW l
Wilding desgn. BraGngiddicadei Is W PrevwaburMmg of NdiaMue11M9Web aMbrtl,oN mertmersoNy. Adddieneltemlgmryand petmanembadng
MiTek-
Isalwaysr u4ed MMabildyandm PreventcollapseWMPOss Pmmklity FmFedYdamage. Forgenealguidanmmanrmgthe
feMralbn,sforage,deWeq,emstiane bmdgelbussesaMh systems,me ANSIIrPN Quarry CrfenW, DBBig end SOM MaIding Wmpmrereltt
6904 Pant Ea98W.
Safely Nfortnatlon ava9abk tom Tuns Rna InsNNe, 218 N.lae Sheet Su3e 31; Atexa,Wda.VA22314.
Tampa, FL 36610
Job Truss
Truss Type
Cry
F],
1603841-CARTER
Tt5703091
1603841 CJ03P
Jack -Open
4
1
o e ca t 1
Builders First Source, Plant City, Rare 33566 8.220 s Nov 162018 MTek Industries, Inc Fri Nov 300849.672018 Pagel
O:aJwtgrilVm�O.p�c YOp�y OPOL�l�2a0—vIHVIANv1�7�W✓�CP_yPJ9P1'r1VOk60
0-00 , 3-0o
scale= t:18.8
ST1.Sxa STP =
2-8-0 ass It 3-00
z
LOADING (psf)
SPACING-
2-M
CSI.
TOLL
30.0
Plate Grip DOL
1.33
TC 0.26
TCDL
7.0
Lumber DOL
1.33
BC 0.28
BCLL
0.0 '
Rep Stress Ina
YES
WB 0.14
BCDL
10.0
Code FBC2D177rP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=202/Mechanical,4=193IMecha6cal,5=67110-8-0
Max Hoe 5=55(LC 12)
Max Uplift 3=202(LC 1), 4=193(1_C 1), 5�316(LC 12)
Max Grav 3=86(LC 12), 4=90(LC 12), 5=671(LC 1)
FORCES. 0b) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 25=3911487
DEFL in (loc) Wall Ild PLATES GRIP
Vert(LL) 0.00 5 >999 240 MT20 2441190
Vert(CT) 0.00 5 >999 180
Hom(CT) -0.02 3 rda n1a
Weight: 11 lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-" 0o pudins.
BOT CHORD Rigid ceiling directly applied or 1040.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42pst; BCDL=6.Opsf; h=2511; B=451t; L=24$ eave=4h; Cat.
II; Exp B; End., GCpi=0.19; MWFRS (directional) and C-C Extedcr(2) zone; canfileverleft and right espoused; porch left and right
exposed;C-C for members and forces & MWFRS for reactions stwwn; Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 Pat bottom chord We load nonconcurrenl with arty otherfive 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-Otall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Referto girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to hearing plate capable of wMlstanding 2D21b uplift aljoint 3,193 to uplift al
joint 4 and 316lb uplift at joint 5.
November 30,2018
AwARfeNG-VaNydeslgn pwamereesaecicss NDTPS DY Tf16ANDWL1LOmlwssshof£ReNCs PAGE OL-) IAE
_.. _ ..._
Design velafm useo nMTek®g Thisdesignubused uponpmamebmthaw*,eposfora*trWratalbuiddngc*nPo*er2emt
bwlcng cooponeM ast
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use, desugora
a WH system Belaa use, one bu�tl'm84esiyrermust wniryne appecebReyordesgnpaametem ant pmpedytnmryarme Set 4eslgnbro See evem3
appbols
Owkhq 4e99n. Bracing lnOkmeJ ismprevemCWSrpT ermSM4valVuss web aMlertlhaN members omy. AASebnalmmpomryaM Permarxm Eraalg
Welk'
Isalways mqu'veJfor tlablay end m Pmxm wuapsewSih passbbpersmatbelryan3 PropeAy Samege. Fa Beneml gubahre regaM'vg Sn
fabecAtbn, 5fam9e, delNary, ehegb*mW braahgelnusmsaM hula systems,see ANSViPll Duanry Cdrerb, DBB-0BanO BCSI Bunning Camp*emAt
Toes EBSIBNtl.
salary Ldarmatlon evelebb ban Tm¢s Plme N55Me,218fLlee Sbael5aTe 31; Abxan4rw,VA22316.
Tam.F1
pa, F1366t*
Job
Truss
Truss Type
Pty
1603841-CARTER
T15703092
1603841
CJ05
Jack-0pen
�aly
8
1
Job Ride I
Builders First Source, Plant City, Florida 33566 8.220 s Nov 16 2018 NLTek Industries, Ina FriNov 30 08:49:58 2018 Page 1
a �ROpy50POLy�Iz02-6CT60srr�rv� 1vryVHvllPPif&COuI pT�TZmyE29d
I 500
Seel. =1:16.6
ST1.54 STP =
2x4 II
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL ' 0.0 '
BCOL 10.0
SPACING- 2k0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Ina YES
Code FBC2017/rP12014
CS].
TC 0.27
Sc 0.23
WB 0.10
Matrix-P
DEFL in
VBn(LL) 0.01
Vert(CT) 0.01
Horz(CT) -0.04
(loc) I/defl L/d
45 >999 240
45 >999 180
3 Na Na
PLATES GRIP
MT20 244/190
Weight: 17lb FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or5."ce purims.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid miring directly applied or 1D-D-0 co bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3�A1/Mechanical, 4=17/Mechanical, 5=440/0-8.0
Max Ho¢ 5=91(LC 12)
Max Uplift 3=35(LC 12), 4=17(LC 1), 5=174(LC 12)
Max Grav 3=45(LC 17), 4=25(LC 14), 5-040(LC 1)
FORCES: (Ib) - Max Comp./Max Ten. -Aff forms 250 (Ib) or less except when shown.
WEBS 2-5=-300/337
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph,, TCDL=4.2psf; BCDL=6.OpsF h=25ft; B=45ft; L=24R eave=4ft; CaL
II; Exp B; End-, GCpi=0.18; MWFRS (directional) and C-C P)derior(2) 0-0-0 to &D-0, Intedor(1) 3-0.0 to 4-11-4 zone; camileverleft
and right 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 Pat bottom chard live load nonconcument will any otherfwe loads.
3) • The tlVss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0wide
will fit between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of wMstanding 35lb uplift aljoint 3, 17lb upfdt at joint 4
and 1741b uplift at joint 5.
November 30,2018
®wma,me-VeMytlestanpramerersancIMAD NOTES ON]1D5 AND rNr1DDFD MrEI(RE3£FHYCEPAGE4aP>4Arev. fae]DDISBEFORE rrSE
0esgn vslid W.. onl .M Mgex®rmM TNs desgn isbs .*upon Pamm shown, and h laran'vid'rvidaalbu'dbm9 vAmpotcetA car
a busa system Sears use, th building desigmftsud va*ft appSratiSyotdesopr Pardietere aMPmPedybmiparece DusdesDniNa fire overall
b.M, design, erechg indmetetl ism PavenhbuuNm9 of Vtli4tlual buss web aMlortlmN membersmey. Addi ionslhmpangzr l peimanemblle q
laWcayarequtred,dataM. endio PMd nv rig gapeANSIFI ge. Fergenerelgumetira regam'vy nor
of ass sandtapdsadis, spe
Saletytbashrege, derrvery, erection and Elting of Wssesand puss sy#¢ms, sae ANSIRPI1OWiny Cmeda, DS&e9 and BM augen9 Componem
Sahhyintermatlon evailabM bom Trvsa %ate InsNuh, 218lL Lea Sireel Suie3l; Almmntlita, VAT2316.
Pa"
Toss Pa Me 36610 .
TemPa, FL 9h5f0
Job
Truss
Truss Type
pry
Pry
1fi03841-CARTER
T15703093
1603841
CJ05P
Jack -Open
q
t
J bRt (pg II
Builders First Source, Plain City, Florida 33566 8.220 s Nov 16 2018 MITek Industries, Inc. Fri Nov 30 08.49:68 2018 Page 1
ID:alwvkklV hXLp~OPOLyNz02-DCT6UsmwHvzyYHoA4PIR CUuRpFnVcAgTgZmyE29d
I s�ao I
l
6T1.5xs STP =
2x4 11
Scale =1:16.5
LOADING (psi)
TCLL 30.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
.SPACING- 2-0-0
Plate Grip DOL 1.33
LumberDOL 1.33
Rep Suess Ina YES
Code FBC2017/rP12014
CSI.
TO 0.27
BC 025
WB 0.10
Matrix-P
DEFL in
Vert(LL) 0.01
Vert(CT) 0.01
Horz(CT) -0.04
(lac) gde0 L/d
4-5 >999 240
4-5 >999 180
3 n/a n1a
PLATES GRIP
MT20 244/190
Weight 171b FT=20%
LUMBER-
BRACING.
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 cc puffins.
BOT CHORD 2x4 SP No-2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS ZA SP No.3
REACTIONS. QWsae) 3=41/Mechanical, 4=17/Mechanicel, 5=44010-8-0
Max Horz 5=91(LC 12)
Max Uplift 3=38(LC 12), 4=39(LC 20), 5=214(LC 12)
Max Grav 3=43(LC 17), 4=19(LC 3), 5=440(LC 1)
FORCES. (@) - Mac CompJMaz. Ten. - AO forces 250 Qb) or less except when shown.
WEBS 2-5=300/323
NOTES.
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=BApsh h=25ft; B=451t; L=241t; eave=4R; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedot(2) 0-0-0 to 340, Imefior(1) 3-0.0 to 4-11-4 zone; cantilever left
and fight exposed ; porch left and night 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 psi bottom chord he load nommnmnent with any otherlive loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical mnnection (by others) of truss to bearing plate capable of withstanding 38 lb uplift atjoird 3,39 lb uplift at joint 4
and 214lb uplift at joint 5.
November 30,2018
AWARNINO-Veftdezlgnrarametexa artl can NDlEa ON TN6 ANOINCWOm)AIEn aEFERENCE PAGE4LL)n] rev. liamniots a120RP we
DealgnwalMMruefic.
Mhbrecoi,onordid
4Mytha badoMQAy
�■-
.betiTet�P]odgnoa.TNa
dos1gnemere .acid
Was system. Bekre use. ua E ldug 4esipnermust.ereynu epp4fae'Paymae8gnpaomekn ana gapeMlnaememro Cus aesgn'ven me a.eren
ei,xacon. dyare
f(
buIWN9 doaITn.Bm<'vg lMkated is ro PmvantbuWNg ofkMlN4�trussereb an4bdmN menarers onN.AA4lasrottedanuinend Pmmanemtradn9
MOW
re9ndmg Ore
trpersewl'ryuryeM PmPaMSM11.Foraenemlre,
twMpasnd
fablaalways, Voia4, delry meted
delivery,eremen and txatliry of Wawa eetl kusa syatems,pee gN6TTPll Ouaary Cdleda, Os&69 and BCsl Building Lompomnt
10
Tappan Fa9aN4.
Sietatbn,aroation
Setery lnlormeaon avauaNe(mm T�uas Para lnSMda, 2la Nlea Supal sane 312AtennEria,VAY131d.
Tampa PL 3%10
Jab
Trl19a
TmssType
pry
Ply
1603841-CARTER
T15703094
1603841 �
HJ01
Diagonal Hip Girder
d
1
J b Refs f Rti 11
Builders First Source. Plant City, Florida 33566
3x4 =
8.220 a Nov 162018 MTek Industries. Inc. Fe Nov3008A9:592018
Scale= 1:19.6
Ii
0'
6£-13
'
LOADING (psf)
SPACING-
2-0-0
C51.
DEFL in
(Ioc) Udell L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.90
Vert(LL) -0.14
6-7 -568 240
MT20
244/190
TCDL 7.0
Lumber DOL
1.33
BC 0.54
Vert(CT) -0.15
-6-7 >532 180
BCLL 0.0
Rep Stress Inc
NO
WB 0.15
Horz(CT) -0.01
4 rda Na
BCDL 10.0
Code FBC20171TPI2014
MatdxSH
Weight 42lb
FT=20%
LUMBER.
BRACING.
TOP CHORD 2x4 SP N0.2
TOPCHORD
Structural wood sheathing directly applied orS-O-O
ocpudins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc trading.
WEBS 2x4 SP Nm2
REACTIONS. (ibfsize) 4-118/Mechanical,5=51/Mechmical,7=374/0-11-5
Max Holz 7=128(LC 8)
Max Uplift 4=56(1_C 8). 5=94(LC 17), 7=461(LC 8)
Max Gmv 4-134(LC 17), 5=172(LC 22), 7=713(LC 31)
FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=412770, 2-3=-008/851
BOTCHORD 1-7=713/406
WEBS 3-7=-648/208
NOTES-
i) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=42ps/; BCDL=6.Opsf, h=25R; B=451t; L=24R; eave=411; Col.
It Exp B; End., GCpi=0.18: MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=150
2) This truss has been designed for a 10.0 psf bottom chord five load rwncerx-.unent with any other 1'we loads.
3) • This truss has been designed for a five load of 20.Opsf an the bottom chard in all areas where a rectangle 3-6-0 tail by 2-0-0 wide
will fit between the bottom chord and any other members. -
4)Refer togimer(s)for truss to truss connections.
5) Provide mechanical Connection (by others) of Iruss to bearing plate capable of withstanding 581b uplift atjoint 4; 94 to uplift at joint 5
and 461 Ib uplift at joint 7.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated toad(s)14It down and 19lb up at
1-5-12, 14 lb down and 19lb up at 1-5-12, 136lb down and 306 Ib up at 4-3-11, 136lb down and 306111 up at 4-3-11, and 81 lb
down and 38 lb up at 7-1-10, and 81 Ito dam and 38 Ib up at 7-1-10 on top chord, and 151b up at 1-5-12, 151b up at 1-5-12, 80111
down and 2221b up at 4311, 80 Ib down and 222lb up at 4311, and 20 lb dawn and 24lb up at 7-1-10, and 20lb down and 24
lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsMity of others.
7) In the LOAD CASE(S) section, loads applied to the fain of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-0=74, 1-5=20
Concentrated Loads Ph)
Vert: 9=171(F=85, B=85) 12=211(F-106, B=106)
November 30,2018
QWARIIINO-Vedy EcslgnparameRlseM READ NOTES aN)11KANDINC1LDtDWlIX RF3£RA'CEAAGEMF)gJ rtv. 1WDY3PI6 aE(O�=IRE
consignee TN948sI0ni9 EesadbMf Won Pgn and istoren'vkivi4val Eu'dd'ug rampmient,
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aetore use. We bW4m9 designercowlver4T6re appfvalaMatdesgnparameten eMPrepedylnrorporetaeds4eegnirda Me overact
dedgn
oWIdlnP degBn. arenm9 Nmra[c4 is le prevent 6ucbm9 orhWMCuel Wss aeE aMlwrAaid member eNy. gEOilbnat lemporaryaMpeimariemgahg
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In eFxeyn reeuked for gaopM and ro PrevewoolbPne MN pw9mk Personal hyuryane PeoPeMaamaye. FBrpenerel9gEanca regaMvg the
de h Ad6VA=14.liry Gellert, p5&B9 and SCSI Bui16Ng Coniponern
6'9M paM1S .
SafatyVon,nladon Paberegbnan46raglno a,MBN.
6alvly lMoemeeen evepaEb ham T,AU PIeIa lnsVerte, 2fe N. Lea SVeet, Sude 3l; Alerar�dria,VAY[a14.
Stmt&M3a
36810
Tempe, FL 36910
Job
Tmss
Truss Type
pry
Ply
1603841-CARTER
T15703095
1603941
HJ01P
Diagonal Flip Girder
2
1
ob Re�v,009jop1'o all
Builders First Source, Place City, Florida 33566
3-1-11
3x4 =
LOADING (pat)
SPACING-
2-D0
CSI.
TCLL
30.0
Plate Grip DOL
1.33
TC 0.90
TCOL
7.0
Lumber DOL
1.33
BC 0.54
BCLL
0.0
Rep Stress Ina
NO
WB 0.15
BCDL
10.0
Cade FBC2017rrP12014
MatrixSH
LUMBER -
TOP CHORD 2x4 SP Not
BOT CHORD 2a4 SP No.2
WEBS 2x4 SP No.2
REACTIONS. (INs-me) 4=118IMechaniml, 5=51/Mechanical, 7=374/0-11-5
Max Ho¢ 7=128(LC 8)
Max Uplift 4=58(LC 8), 5=130(LC 5), 7=498(1_C 8)
Max Gmv 4=134(LC 17). 5--98(LC 28), 7=682(LC 31)
FORCES. (Ib) - Max. ComplMalc Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=3151770, 2-3=316/851
BOT CHORD 1-7=713/317
WEBS 2-7=255/193, 3-7=648/155
8.220 s Nov 162018 Mirek Industries. Inc. Fri Nov 30 08.5091 2018
Scale=1:19.6
Ii - I
6613
'
DEFL
in
(Iec)
Mail
Lid
PLATES GRIP
Vert(LL)
0.12
6-7
>665
240
MT20 244/190
VerI CT)
0.12
6-7
>628
180
Horz(CT)
-0.01
4
nda
n1a
Weight 42lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-Mce puffins.
BOT CHORD Rigid ceiling directly applied or 6-0-0oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=6.0psf, tr=25ft, B=45ft; L=24ft; eave=411; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; porch left and right exposed; Lumber DOL=160
plate grip DOL=1.60
2) This ors has been designed for a 10.0 psf bottom chord Uwe load mnconwoent with any other five loads.
3) • This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 380 tall by 240-0 wide
will fit between the bottom chord and any other members.
4) Referto girder(s) for Ws to Ws connections.
5) Provide mechanical connection (by others) or truss to bearing plate capable of withstanding 58 lb uplift atjoim 4,1301b uplift atjoint
5 and 4981b uplift at joint 7.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support coricentrated loads) 14 lb down and 1911, up a1
1-5.12,14 go down and 19lb up at 1-5-12,1361b down and 306 to up at 4-3-11, 136lb down and 306 lb up at 4311, and 781b
down and 41 lb up at 7-1-10. and 78 Ib down and 41 lb up at 7-1-10 on top chord, and 1516 up at 1-5-12, 15lb up et 1-5-12. 116
Ito down and 222lb up at 4311, 116 do down and 2221b up at 43-11. and 24 lb up at 7-1-10, and 24 lb up at 7-1-10 on bottom
chord. The design/selection of such connection device(s) is the respalsibdity of others.
7) In the LOAD CASE(S) section, loads applied to the Face of the from ane noted as ford (F) or back (B).
LOAD CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Incease=123
Uniform Loads (plq
Vert: 14=74, 15=20
Concentrated Loads (Ib)
Vert: 9=171(F=85, B=85) 12=211(F=106, B=106)
November 30,2018
A WARNMO-VedN4esrM paratroreraartlREADNer60NTR15 AND alCWDID4mER REFERENCE PAGE66Fq]Fay. 14A1Ba15 BEFORE USE truss axr��-
forum ontywM FNTelaDmrmetlon Tat designtr5esmmyuponpmametere shorn, a�gNMan maiNdual WJdulq mmpwmnt, cot
a Ulw 6ytlem Before uae, Ne Cuiltling de9gmrmusl vaNyme appGmOL'oyot4esgnpammetem aMprepedytnmrpwaietlre OespntrRo be overall
OuiWn9 deNgn Bredn9 hacatetl is to prevenlhuWmg efN4Mdael WssvreO aiWarticnl membenoNy. Adangnel lwnpweryaM pemanentdamg MiTek'
ftMeatim. Marare. delivery.
Way andotion
bro llapmieses and nd Ms syaalka, cee prepeMSFI9e. Quality
eml9a. DS regndBMI
faMcallm,nMapq avilab,ereirlmind ea Inewta. 21n N.I-adsreatWsea Ada.VA6uaary criteria. Da&B9 and BCsIBWWNg Companem e90/PaM Ea9BNtl.
3olory Infomutlon ara�a5k hom Truss Re[e InsNiAe, 21a N.lm aoeel Su'6e 3l; AkxatN4a,VA2Z114. Tampa. R 36610
Job
Tmss
Truss Type
pry
Ply
1603841-CARTER
T75703096
1603841
J07
Jade -Partial
22
1
Jot Reference fonfionall
nwiaars ME sour®, emm ury,
6T1.6� STP = 3x4 =
2x4 /i
Sale c 1:20.9
Plate Offset /%YI—
IVQ-1-140-0-101
-
-
LOADING (pst)
SPACING.
2-0-0
CSI.
DEFL
in
(loc)
Udell
Ltd
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TO 0.23
Ved(LL)
-0.02
56
>999
240
W20
2441190
TOM 7.0
Lumber DOL
1.33
BC 0.19
Vert(CT)
-0.03
56
>999
180
BCLL 0.0
Rep Stress Ina
YES
WB 0.14
Horz(CT)
0.00
3
n/a
n1a
BCDL 10.0
Code FBC2017/rP12014
Matrix-SH
Weight 30 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (fb/size) 3--99rMechanical, 4=79/Mechanical, 6=474/0-8-0
Max Ho¢ 6=128(LC 12)
Max Uplift 3=56(LC 12), 4=12(LC 12), 6=158(LC 12)
Max Gmv 3=99(LC 1), 4=85(LC 17), 6=474(LC 1)
FORCES. (Ib) - Max CompJMax Ten. -Aft forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-4191276
BOTCHORD 1-6=203/437
WEBS 2-6=-4W463
BRACING-
TOPCHORD Structural wood sheathing directly applied or 6-DO oc purims.
BOTCHORD Rigid ceiling direc9y applied or 6-0-0oc bracing.
NOTES-
1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph, TCDL=42psf; BCDL=6.OpsF, h=25ft; 6=45ft; L=2411; eave=48; CaL
II; Fxp B; End., GCpi=0.18; MVJFRS (directional) and C-C Fxderior(2) 0-0-0 to 3.0.0, Intenor(1) 3-0-0 to 6-11-4 zone; cantileverleft
and right exposed ;CC for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load ncncuncument with any otherlive loads.
3)' This truss has been designed fora this load of 20.0psf on the bottom chord in all areas where a rectangle 36-01a11 by 2-0-0 wide
will rn between the bottom chord and any(fter members.
4) Refer to ghda(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Vb uplift aljoint 3,12 to uplift stjdnt 4
and 158lb uplift at joint 6.
November 30,2018
A WAFreNO• VedydespnParameters aM RFMNOIFS ON 1XRANDUiCW0m49IIXREiER810EPAGEKF]4nmv.lMavt%6aFFORE USE
t���
Design valid Mr useomy.. Maediingd atintW44gnbbauCanyupan paearnmen sM,m, minp Loran o�Rsi
��•
l
e Wse sy4am. Bafvm usa, 8q trWdury designermum w,4am aPpgra63Ily of de4gnpammmem and PraPeMate M¢dea'sgntmo the avama
tlaaMmgrnmft
lmJlrgdasigly BmrMglndkatedbbpmvem0utllwg otineiNeuarhussrleEeMkrUgN membem omy. Addabnal lempareryaM peraanembmWg
MiTek-
laawwaregwadwvawayandwpmvamco4psev poaaegepamonathg,aya pmFedydamage. For general guNana re9ard"etq Ore
faixicaEon, stamge, deWmy, erealbn and bmdng attrmaes and truss syeema, see MWIP110umiry Cdreda, D5B89 and BCS1 Building Csmpsnem
OM Parke East BNd.
Safely Udormaann evegaab aom Tnrss Pima InsBMe, 218 N.lae Street Suss 31; Alexand4; VAbJ14.
Tampa, K 36610
Job
Truss
Truss Type
pry
Ply
1603041-CARTER
T15703097
16MUl
J07P
Jack -Partial
26
1
J bRt f tlo all
v, r
3314
ST aSSTP = 3X4 =
2X4 b
Soele=1:20.9
LOADING (psf)
SPACING- 2b0
CSI.
DEFL in
(roc) Udell L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.23
Ved(LL) 0.05
5-6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.33
BC 0.32
Vert(CT) 0.04
5-0 >999 180
BCLL 0.0
Rep Stress Ina YES
WB 0.09
Hoa(CT) -0.00
3 Na Ns
BCDL 10.0
Code FBC20171TP12014
MstdxSH
Weight 30lb FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP N0.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP N0.2
BOT CHORD
Rigid calling directly applied or 6-0-0 oc bracing.
WEBS 20 SP No.3
REACTIONS. Qb/size) 3-99/Mechanical, 4=79/Mechallol, 6=47410-8.0
Max Horz 6=128(LC 12)
Max Uplift 3=58(LC 12), 4=83(LC 12), 6=231(LC 12)
Max Grsv 3=99(LC 1). 4=82(LC 3), 6=474(LC 1)
FORCES. (Ib) - Max. CompfMax. Ten. -All faces 250 (lb) or less except when shown.
TOP CHORD 1-2-236/Z76
BOT CHORD 1-6=213/273
WEBS 2-6=454/307
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=6.Opsf; h=25R; B=45ft; L=24ft; eave=4f1; CaL
11; Exp B; End., GCpi=0.18; MWFRS (directional) and OC Extedor(2) 0-0-0 to 3�0-0, IMedorjt) 3-0-0 to 6-11.4 zone; canfile rer left
and fight exposed; pordt left and right exposed;C-C for members and faces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chard live load m oonm entwith any other hire loads.
3) • This truss has been designed fora five load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chard and any other members.
4) Refer to girder(s) for truss to truss mnnedians.
5) Provide mechanical cennedion (by others) of truss to bearing plat: capable of withstanding 581b uplift atjolm 3, 83lb uplift at joint 4
and 231 lb uplift at joint 6.
November 30,2018
AWANNINa-verNydesign pardneNne en,, RPAB NorEs oN TNl6 ANDWLILDID mmac F3 ,,Emeew7m— 1annazo16BEFORE tea.
0eslgnv for use "aim MIT"conneaore. This design 6 based aNy ninon slix n and Is W an IMMCuaILWfe,, oempPnenl net
a buss system. Baron use. the bWGng dedgaer Must veMy bin applimbilty of design paruimters and propedyNmrponn tits dawn into the nnen,,
building design. eredog lndiecled is in preen b ing of brtnidual euss•eet anvur cJxad mambee onry. Aednbnet tempo,aywet peon,onembwrmg fllllTak la eivYoysrequbed farafabgtyand to prevem c4aaPsa atN ppssmle Persorat vyurymid Pmpedydama9e. FargenamlguWanee regard'ag me
fobdragon, atorega, degvery, erealon and bradn9 ottrusseseMtrusa ays[emv, sa AN61RPI10u Irs,Criteria, an.49snd 1106l BugdNg Comporxnd 69U4 Pa*e Sea BN1
Safety Nformagan avatable from True Plate Insrtuta, 219 N.tae Street, Sute 312,AtetaMr6, VA22014. Tampa, FL 3661a
u
Job
Truss
Truss Type
ply
Ply
1603841 - CARTER
T15703098
1603a41 a
V4
Valley
1
1
ob re o Don I
bunaers rust source, rham ary, rmnaa alssa
3W =
5.00 12 2
Ina FriNov_3008:50:882018_Page_L __ —
Scale =1:7A
3
1
a
2X4
2x4
Plate Offsets IX YI—
MG-2-0 Edael
LOADING (pat)
SPACING- 2-0-0
CSI.
DEFL
in am)
1lde0
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.05
Ven(LL)
n1a -
Na
999
MT20
2441190
TCDL 7.0
Lumber DOL 1.33
BC 0.12
Vert(CT)
We
We
999
BCLL 0.0 '
Rep Stress Ina YES
VdB 0.00
Horz(CT)
0.00 3
Na
Na
BCDL 10.0
Code FBC20171TP12014
Matrix-P
Weight 10lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 44-0 oc pudins.
BOT CHORD ZA SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS. (Iblaze) 1=11713-10-13, 3=117/3-10-13
Max Hors 1=10(LC 10)
Max Uplift 1=29(1_C 12), 3=29(LC 12)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUIH160mph (3-semnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h-251t; B=458; L--24ft; eave=48; Cat.
II; Exp B; End.. GCpi=0.18; MWFRS (directional) and C-C EAerior(2) zone; cantilever left and right exposed ;r-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires confinuous bottom chord hearing.
4) This truss has been designed for a 10.0 Pat bottom chord five load n urcommnlent with any otherlive loads.
5)' This truss has been designed for a five load of 20.Opsf an the bottom chord in all areas where a rectangle M-0 tall by 2-0.0 wide
Will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of Cuss to bemag plate capable of withstanding 100lb uplift atjolm(s) 1, 3.
November 30,2018
AWAivnNo-vmfydearg-,o m ,Omm-dmOanom ON710SM0fNCWDWAgrENaElEEB/CEPAGEMTV3 rev. 1ND.1/2OI6aFFOREIAE
•
Designv faruse o*wM NTehID 4omntlars.TNs dasyn is based oMy upon Puvnemnh shwssend is reran NdMdual bwlENg compv M rot
a buss "em. Befam um, Vu W0mg designer must ee x!yfha eppiebdigr of dedgn pammetem Oat pmpedyhmmryarme Nis deSgn brta rue om O,
OuildNgdmtp. BmGn9 Ndirated ismPmVeN burllvm9 of in0MdvAbuse aeb ahglorstmN membus atly MKHOO,ltempra,e pemaaantbm,�g
MiTek'
is always requ'vM roc AabHHy endmpmventnallapsevMp4ssHde persawlhyuryand mgerdeg Na
mbd4Hmn,smmga, delivary.ampbn end bmdng or WsuaeMhuss sysmms see 1rIPlt Guagh Crkeds, Dae99 and BCsl Bu4dN8 component
pN3pmpedydemege.Forgenemifla,ES
6904 Pale EastaNd.
safetyblormatlon evaAabb bore Tmsf Role ln�lute, 218Nlaa Sheet, SUHe 312Alexmg41 VA22314.
Tampa, FL 36610
Jo0b31
mss
usType
p
P
141 -CARTER
T15703099
t
V
Valley
t
1
Job Reference ro0ti hall
b
d
ID:ajwepllWh%LpcWOpySOPOLyNz02_ky79b=OMyNNPY5rJGupIMhZLf7ALZw05dyE29V
80-0
44-00 f 4O I
4x6 =
YJ
4
bet ZA It 2x4
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL
in floc)
Bdefl
L/d
TCLL 30.0
Plate Grip DOL
1.33
TC 0.14
Vert(L-)
n1a -
rda
999
TCDL 7.0
Lumber DOL
1.33
BG 0.18
Ved(CT)
rda -
Na
999
BCLL 0.0 '
Rep Stress Ina
YES
WB 0.06
Horz(CT)
0.00 3
rVa
n1a
BCDL 10.0
Code FBC2017rrP12014
Matrbs.SH
LUMBER -
TOP CHORD tx4 SP No.2
BOT CHORD Zx4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. flWeme) 1=1330-10-13,3=13317-10-13,4=34417-10-13
Max Hom 1=26(LC 10)
Max Uplift 1=39(1_C 12), 3=39(LC 12), 4=72(LC 12)
Max Gray 1=138(LC 21), 3=138(LC 22), 4=344(LC 1)
FORCES (Ib) - Max. Comp./Mac Ten. -All forces 250 (lb) or less except when shown.
Scale=1:14.6
PLATES GRIP
MT20 244/190
Weight: 241b FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or r-" ow, pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 ce bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (a4econd gust) Vasd=124mph; TCDL=4.2p6f; BCDL=6.Opsf, h=25ft; B=45ft; L--24h; eave=4R; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and "E#eriog2) zone; cantilever left and fight exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chart! bearing.
4) This truss has been designed for a 10.0 pet bottom chord live bad nonconcunent wish any other live loads.
5)' This truss has been designed far a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3$A tall by 2-0-0 Wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of wMstandmg 1001b uplift atjdlyd(s) 1, 3, 4.
November 30,2018
®WARNING-vaerseeslgnparameters argRFAa NarES ONTNLS ANOWCWamlal£KR6£RFNLEPAGE MFIQ]rev. 1W0.V10166EF[ARE USE
Design valtl Wuw onlywrh MTeWconnectam-rhis designis baeedanbru,xnperemetere Sh ,a" is saranindmdualbubding mnpwnarR,mt
��
a truss system. Bebre use, the bug" desgre r must werdy Ore appba3bUy d desgn parameters and prdpe M inmryorete Cis deign boo We euerzb
iseldingdeagn. BrzWgNdimted Isla preveNbuUdmgMNtiNdualtluss web anNdrdmN membersaMy. MdMiul lemparzryandpemwwND3admg
MiTek'
leaMeys re4u'vM br slabildyaMMPrevemmltapsawMpossAla Pers,mel Njurye�pmpeMdamage. Forgeneneguidancen:'numna
/ebdmtian, sbrege,del"nary, erection and bmcn9 otbusses ash Wssayatems,see ANS01PIt Dually Deanna, DSB19 and Bahl Bending Componmd
69041 Parke End Md.
SalaryInbmunon awagableham Truss%ale Instmde,218N.Leealreet,SU 31ZA ndda,VA=14.
Tampa, FL 35610
Job
Truw
Truss Type
pry
1603841-CARTER
T75703100
1603841
V12
alley
1
IF
1
Job Ref re oe footio all
Builders First Source, Plant City, Flodda 33566
, e<
P
rek Indus
17xap25F
12-01
6-0-0
4x6 =
3
8 7 e
3x4 i 14 II 2x4 II 9c4 II 3M
LOADING (psf) SPACING- 2-0-0 -CSI. DEFL in (Ico) gde0 L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.12 Ved(LL) n1a - n1a 999 MT20 2441190
TCDL 7.0 Lumber DOL 1.33 BC us Vert(CT) We - n/a 999
BCLL 0.0 Rep Stress Ina YES WB 0.06 Hom(CT) 0.00 5 r9a n1a
BCDL 10.0 Code FBC2017lrP12014 MatrixSH Weight 41 lb FT=20%
LUMBER. BRACING.
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or0.0.0 oepurlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bradrig.
OTHERS 2x4 SP No.3
REACTIONS. Allbearings 11-10.13.
(lb)- Max Harz 1=43(LC 11)
Max Uplift A8 uplift 10016 or less at jdnt(s)1. 5 except 6=107(LC 12), 8=107(LC 12)
Max Grav AO reactions 2501b or less at joint(s)1, 5, 7 except 6=323(LC 1), B=323(LC 1)
FORCES. (lb) - Mac CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=121mph; TCDL=4.2psF; BCDL=6.Opsf; h=25ft; B=45ft, L=24R; eave=41t; Cat.
II; Exp B; End., GCpi=0.18, MWFRS (directional) and C-C 6deriog2) 0-9-1 to 4-0.0, Interior(l) 4-0-0 to 6�0, Extedor(2) 0.0.0 to
9-0-0. Intedor(1) 9-0-0 to 11-2-15 zone; cantilever left and fight exposed;" for members and forces &MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed fora 10.0 psf bottom chord five load rmnconcumem with any other five loads.
5) • TNs truss has been designed for alive load of 20.Opsf on the bottom dyad in all areas where a rectangle 3S0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb upl'hft atjoint(s)1, 5 except (jt=Ib)
6=107, 8=107.
November 30,20
AwARMNo -VhydrMPanmamn arxI RFAO N OIES ON TH6 ANa acwam mrex RFA]1HICE MGEYF>43 mv. 10barzalb aFFORE USE
Oaelgn Wild W use onlywN, MITeA®mnnMars.TNs design tsbesea"upon Parameters aMM4 MN b(area iM1vk Ubu➢drag mmooned,M ��•
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febdm0an, st4m9e, delrvery,aredbn end bretlng of WssesaiW Wss systems, see gN311iP110ualxy Cdbda, DSB-09and Babl Building aompoirent 6904 Pade Fa3BNd.
9arey bdormaaon eveaabk ham Tmas Plata InYilute, 218 y1 Lee SbeeL Sae 312 Ale�mntlfu, VA2>Std. Tampa FL 36610
I
Job
Truss
TrussType
oty
Py
1603941-CARTER
T75703101
1603841
W6
Valley
1
t
nceato I
-- — — —8.220&Nov 1620IMTek Industries,
Scale=1:25.5
4x9 =
3
3x4 i 8 7 6 3x4 J
2x4 II 2x4 II 2x4 II
04L10
15-116
LOADING (psp
SPACING- 2-0-0
CSI.
DEFL
in (lac)
Well
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.20
Vert(LL)
n/a -
n/a
999
MT20
244/190
TCDL 7.0
Lumber DOL 1.33
BC 0.11
Vert(CT)
n1a -
Na
999
BCLL 0.0 '
Rep Stress Ina YES
WB 0.07
Horz(CT)
0.00 5
n1a
rda
BCDL 10.0
Code FBC2017fTPI2014
MatrixSH
Weight 54lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 do puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10" oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 15-10-13.
(Ib)- Max Hom 1=59(LC 10)
Max UpIdI All uplift 100lb or less at joint(s) 1, 5, 7 except 6=135(LC 12), 8=135(LC 12)
Max Grav AO reactions 2501b or less at jdnt(s) 1, 5 except 7=328(LC 1), 6=406(LC 22), 8=406(LC 21)
FORCES. (lb) - Man. CompJMart, Ten. -All lmoes 250 ab) or less except when shown.
WEBS 3�7=252/103, 46=318/224, 2-8=318/224
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-10; VuIY-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; B=45ft; L--24ft; eave=411; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exledog2) 0-9-1 W 4.0-0, Intenor(1) 4.0-0 to &0-0, 6derior(2) 9-0-0 to
11-0-0, IMedor(1)114-0 to 15-2-15 zone; rangleverleft and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate gdp DOL=1.60
3) Gable requires continuous bottom chard bearing.
4) This truss has been designed for a 10.0 pat bottom chord I'we lead noncenounrent with any otherlive loads.
6)' This truss has been designed for a live load of 20.Opst on the bottom chum in all areas where a rectangle 36.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to hearing plate capable of whhstanding 1001b uplift at)(ilm(s) 1, 5,7 except
(jt=lb) 6=135, 8=135,
November 30,2018
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Salary rnf4rmaaon ..1alb lam Tar. Plate Nstilute, 218 N.lae Steel, sea, 312, Rexandda, VA22314.
Tampa, FL seem
Job
Truss
Truss Type
Oy
Ply
1603841-CARTER
T75703102
1603841
V20
Valley
1
1
efe o I
ID'ajwejntWh%LpeWOpySOPOLyNzO2-WYOlyFrJd3syuMrW NK4jgG7oHE9%*CKGgxlsYE29W
r 100-0 20-0-0
10-M 10-0-0
Scale: 3W--l'
4x6 =
3x4 9 12 11 10 9 8 3x4
Sx6 =
LOADING (psf)
TCLL 30.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1'33
LumberDOL 1.33
Rep Stress Ina YES
Cade FBC2017rrP12014
CSI.
TC 0.19
BC 0.11
WB 0.07
MatrixSH
DEFL in (lac) I/dell L/d
Vert(LL) ma - n/a 999
Vert(CT) n/a - n/a 999
Horz(CT) 0.00 7 n/a rda
PLATESGRIP
MT20 2441190
Weight 761b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 6-0-0 at purling.
BOT CHORD ZA SP No.2 -
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
OTHERS 2c4 SP No.3
REACTIONS. All bearings 19-10-13.
0b)- Max Harz 1=75(LC 10)
Max Uplift All uplift 100lb or less at joint(s) 1, 7 except 8=129(LC 12),
9=102(LC 12), 12=129(LC 12).
11=103(LC 12)
Max Gmv Aif reactions2501b or less aijoim(s)1, 7,10 except 8=391(LC 22), 9=320(LC 22), 12=391(LC 21),
11=319(LC 21)
FORCES. (Ib) - Max ComplMa c Ten. -Aff forces 250 pb) or less except when shown.
WEBS 6-8=2981219, 5-9=254/201, 2-12=298/219, 3-11=-254/201
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=42pd, BCDL=6.OpsU,, h=25ft; B=45ft; L=24ft; save=40; Cat.
II; Exte B; End., GCpi=0.18; MWFRS (directional) and C-C E)dedor(2) 0-9-1 to 4-D-0, Intenor(1) 4-0-0 to 10-04Q Extenor(2)10-0-0to
13-0-0, Imedor(1) 13-M to 19-2-15 zone; cantilemr left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise indi aced.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load with antrothertive toads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D Ile uplift at)oim(s) 1, 7 except V=lb)
8=129, 9=102, 12=129, 11=103.
rJmN numEan ony. A4dNonal tempomryaMpemane,abmdn9
pmpasy4amage. Fmpeneml9uNanra regaN'mg Cw
lft VAl10uaery Cdteda, 05B-09an4 Baal Buamn9 Compnwrt
AlexanU(a,YA22314.
M
November 30,2018
MiTek-
69a/ Pahe East&v4.
Tampa. FL 36610
Symbols
Numbering System
® General Safety Notes
PLATE LOCATION AND ORIENTATION
3l " Center platoon joint unless x, y
a
offsets are indicated.
6-4-8 dimensions shown in 8-in-sixteenths
(Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
9 1 rY
Dimensions are in ft-in-sbdeenths.
Apply plates to both sides of truss
and fully embed teeth.
1 2 3
TOP CHORDS
1. Additional stability bracing for truss system, e.g.
diagonal orX-bracing, Is always required. Sae BCSI.
rr
a14 ma's
2. Truss bracing must be designed by an engineer. For
individual braces
WEBS
wide truss spacing, lateral themselves
may require bracing, or aftemative Tor I
T
p=0
N
bracing should be considered.
Vstack
3. Never exceetl the design loading shown end never
materials on inadequately braced trusses.
p4.
Provide copies of this truss design to the bonding
For 4 X 2 Orientation, locate
a
designer, erection supervisor, property owner and
plates 0- 'nd' {ram outside
BOTTOM CHORDS
all other Interested parties.,
edge of truss.
8 7 6 5
S. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol Indicates the
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
joint and embed fully. Knots and were at joint
required direction of slots in
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
locations are regulated by ANSIrrPI 1.
connector plates.
THE LEFT.
7. Design assumes trusses will be suitably protected From
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment In accord with ANSIMPI 1.
Plate location details available in MTek 20120
software or upon request
NUMBERSILETTERS.
a. otherwise noted, moisture content lumber
.of
shall not exceed 19 % at time of fabrication.
shall n
PLATE SIZE
PRODUCT CODports: APPROVALS
e' Unless this
preserva design
ggreenlu
C-ESRe
ICGES Reports:
use with firs retardant, treatedP ro lumber.
The first dimension is the plate
10. Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular
ESR-1311, ESR-1352, ESR1988
responsibility of truss fabricator. General prat ice Is to
to slots. Second dimension is
ER-3907, ESR-2362, ESR-1397, ESR-3282
camber for dead load deflection.
the length parallel to slots.
11. Plate type, sae, andquirelocation dimensions
imam port
Indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12. Lumber used shall be of the species and size, and
Indicated by symbol shown and/or
by text in the bracing section of the
Trusses are designed for wind loads in the plane of the
truss Unless otherwise shown.
In all respecis, equal to or barer Nan that
specified.
13. Top chords must be sheathed or pudlns provided at
output. Use T or I bracing
spacing indicated on design.
if indicated.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
14. Bottom chords require lateral bracing at 10 It. spacing,
or less, Ifno ceiling is installed, unless otherwise noted.
BEARING
established by others.
15. Connections not shown are the responsibility of others.
Indicates location where bearings
16. Do not cut or after truss member or plate without prior
(supports) occur. Icons vary but
m 2012 MTekO All Rights Reserved
approval of an engineer.
reaction section indicates joint
numberwhere bearings occur.
-17. Install and load vertically unless indicated otherwise.
Min size shown is for crushing only.
9 _
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards:
-
project engineer before use.
AkSI/TPI1: National Design Specification for Metal
19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction.
and pictures) before use. Reviewing pictures alone
. DSB-89: Design Standard for Bracing.
�J�-
is not sufficient.
BCSI: Building Component Safety Information,
M
20. Design assumes manufacture in accordance with
Guide tq Good Practice for Handling,
�Te,k;
ANSIrrPI 1 Quality craeda.
• Installing & Bracjrfg of Metal Plate
Connected Wood Trusses.
MTek Engineering Reference Sheet: MII-7473 rev. 101032015