HomeMy WebLinkAboutPROJECT INFORMATIONSCANNED
BY
8t. Lucie County
:tl
RE: 75604 Ill USA, Inc.
3142-3152 MORNINGDEW LANE 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: Edwards Landing LLC Project Name: 75604
Lot/Block: Model: Sedona 6 Unit
Address: 3142-3152 MORNINGDEW Subdivision: Sedona Development
City: Fort Pierce State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: John M Foster -Architect License M AR0008511
Address: 11205 Ridge Ave
City, County: Fort Pierce State: FL
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017[TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE7-10 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 10 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my sea] affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Sea[#
Truss Name
Date
1
T15927766
a
1/3/2019
2
T15927767
al
1/3/2019
3
T15927768
b
1/3/2019
4
T15927769
gea
1/3/2019
5
T15927770
va
1/3/2019
6
T15927771
vb
1/3/2019
7
T16927772
vc
113/2019
8
T15927773
vd
1/3/20119
9
10
T15927774
T15927775
ve
vge
1/3/2019
1/3/2019 14
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc under my direct supervision
based on the parameters provided by Chambers Truss.
Truss Design Engineers Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019.
Florida COA: 6634
IMPORTANT NOTE: The sea[ on these truss component designs is a certification
that the engineer named is licensed in thejurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
she= (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MlTek. Any pmject specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSlrrPI 1, Chapter 2.
13 % STATE F
0. �..j
AI V'---
0 R I N
Q>
Thomas A. Abani PE No.39380
M[Tek USA, Inc. IFIL Carl 6634
69134 Parke East Blvd. Tampa
Data:
January 03, 2019
1 of I Albani, Thomas
Job
Truss
Truss Type
City
Ply
LANE
T15927766
75604
A
SPECIAL
24
,
�3141-3151MORNINGDEW
Job Reference (optional)
nbers Truss, Inc., Fort Pierce, FIL 8.130 a Mar 112018 MiTek Industries, Inc. Thu Jon 3 08:16:06 2019 Page 1
IDA rBy73sLN6PTgDq3xFgX2KypcYO-X88GOsOpAm-zAy5bXPZUxBaWFN6LKAUblx[CR�7FN
1-2:00 i G:M� 1 W 1 - k 2: 7 1 Vo 1 7V
6_1 - I 1W V_ 1 "2-0 "10-� 142 _O I
2 M 4-2V 5-1'1';' V87' V
Scale = 1:80.7
5X6 11
4.00 F12
6
is 17 4.00 [11_2 13 12 48
4x6 3X4 11 5xl2MTISHS = 5xl2MT18HS 3X4 11
1-12-60 141.flO 119 2 2:�7 18 -0 454-0
6:10:
2� 5 T V1 1.9 4_2_0 6.10-0
Plate Offsets (X.Y)-
[4:0-3-0,0-3-0],[8:G-3-0,0-3-01,[13:0-8-4,0-2-4l,rl7:0-8-4,0-2-4I
LOADING (pso
SPACING- 2-0-0
CS1.
DEFL.
in
(too)
I/deff
Lld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
-0.67
15
>817
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.75
Vert(CT)
-1.24
14-16
>439
240
MT18HS
2441190
BCLL 0.0
Rep Stress Incr YES
WB 0.46
Horz(CT)
0.60
10
ri
n/a
BCDL 10.0
Code FBC2017rrPI2014
Matfix-MS
Wmd(LL)
0.85
15
>640
240
Weight: 226 Ib
FT = 20%
LUMBER-
TOPCHORD
2x4SPM3O
BOTCHORD
2x4SPM30
WEBS
2x4 SP No.3 *Except*
6-16,8-13.4-17: 2x4 SIP M 30
BRACING-
TOPCHORD Structural wood sheathing directly applied or 2-9-4 oc purlins.
BOTCHORD Rigid ceiling directly applied or 4-4-10 oc bracing.
REACTIONS. (lb/size) 2=1788/0-M. 10=1788/041-0
Max Horz 2=-273(LC 10)
Max Uplift 2=-1040(LC 12), 10=-1040(LC 12)
FORCES. (Ii -Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown.
TOPCHORD 2�3=449712652, 34=�4027/2460, 4-5�516213092, 5-6=-5477/3229, 6-7=-547713209,
7-8=-516213114, 8-9=4027/2460, 9-10=-4497/2652
BOTCHORD 2-18=-2368/4218,17-18=-2368/4218,16-17=-2203/4OD3,15-16=-2761/5125,
14-15=-2813/5125,13-14=-2244/4002, 12-13=-2406/4218,10-12=-2406/4218
WEBS 6-16=-1726/3150, 7-15=-199/528, 7-14=-527/372, 8-14=-559/1115, 8-13=-926/578,
9.13=-533/314, 5-15=�671517. 5-16=-527/359, 4-16=.537/1115, 4-i7=-9271577,
3.17=-531/314
NOTES -
I ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf; BCDL=3.Opsf,, h=13ft; B=951t; L=48ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterlor(2) -2-0-9 to 243-10, Interion(l) 2-8-10 to 22-8-0. Extedi 22-8-0
to 27-5-3 zone;C-C for members and forces & MWFRS for reactions shom; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates am MT20 plates unless otherwise Indicated.
4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0.0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of trusts to bearing plate capable of withstandirg 1040 lb uplift at joint 2 and 1040 Itt uplift
at joint 10.
Thomas A. Albam PE No.3936D
Mi lark USA, lnc� FIL Cart 6634
69U Parka East Blvd. Tamps FL.33610
Diter
January 3,2019
AwARN,NG. Verflydestgurpamemaders ancIRDID NOTES ON THISMOINCLUDED MITEKREFERENCEPAGEM11-7473any, VIV311015BEFOREUSE
aaaa
Design valid for use only with MiTekS comoultors. This design Is based only upon parameters shown, and Is for an individual building scurporem, not
W1,
a truss system. Before use, the building designer must verify to applicability of design pammatent and pm�xdy incarcerate flus design Into the overall
building design. Boacing indicated Is to prevent buckling of Individual truss wela and/or chord members only. Additional temporary and permanent beach,
MiTeW
.ai required re,stuali"ral t.,rewrit calapo. with Possible personal Injury and property damage, Forgenaml guidance regarding the
latocatlon, storage. delivery, emotion and hander, oftences, and muss systems, see ANS117PI1 Quality Cdredo, DSB49 and BCSIBialli Component
6g04 Parke East fifel.
Sakrylatieverathan a�itab�ftmT=SP]aWinsfituW.218N.L�Snet,Sui�312,Alexa�dda,VA22314.
T..P..FL M610
Job
Trus a
Twss Type
QtV
Pill
3142�3152MCIRNINGDEW LANE
-
T15927767
75604
At
SPECIAL
18
Job Reference (optional)
. '.�' usu., rurt ruduc,s, rL
o.ijusmarillUlOMIleKinausmes,inc. inuian juanomizuiv
i
4.00 F12
6
Scale = 1:79.5
17 16 12 11
4.00 F12 46
46 3.6 11 5X8 — 5X8 3.6 11
&IM . 114.0 16-11.9 22-8-0 28�7
3d_4_0 . 31141-0 38-10-0 45-4-0
to
ed
1 6.10.0 1 4-2-0
5-11-9
5-8-7
5-8-7 1
&11-9
4-2-0 040 6-6-0
Plate Offsets (X,Y)—
[4:0-3-0,0-3-01.[8:0-3-0,0-3-01.[12;0-5-12,0-2-121,[16:0-5-12,0-2-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Ii
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.38
Vert(LL)
-0.33 14-15
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.58
Vert(CT)
-0.63 14-15
>730
240
BCLIL 0.0
Rep Stress Incr YES
WI3
0.74
Horz(CT)
0.29 11
n/a
the
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wni
0.43 14-15
>999
240
Weight: 223 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP M 30 TOPCHORD
BOTCHORD 2X4 SP M 30 BOTCHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=149310-8-0.11=1972/0-8-0
Max Horat 2=270(LC 11)
Max Uplift 2=-886(LC 12), 11 =-I 042(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forms 250 (lb) or less except when shown.
TOPCHORD 2-3=-359011973,3-4=-3iO2/l787.4-5=-3737/2073,5-6�3569/1899,6-7=-3569/1880,
7-8=-2780/1467,8-9=-1177/661,9-10=-10871690
BOTCHORD 2-17=-179313385.16-17=-1793/3385,15-16=-1586/3080,14-16=-1797/3701.
13-14=-120612744,12-13=-47911147,11-12=-595/1102, 10-11=-695/1102
WEBS 6-14=-908/1948,7-14�398/889,7-13=-827/598.8-13=-955/1628,8-12=-1188/761,
9-12=-1312/1866.9-11=-1788/1444,5-14=-354/391,4.15=-206/620,,t-16=-629/374,
3-16=,549/330
Structural wood sheathing directly applied or 3-6-10 Do purlins.
Rigid ceiling directly applied or 5-5-3 go bracing.
NOTES -
I ) Unbalanced roof live loads have been considered for this design.
2) Wimcl: ASCE 7-10; Vult=160mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf,, BCDL=3.Opsf,, h=1 3111; B=95ft; L=48ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; Mi (directional) and C-C Exterion(2) -2-0-9 to 2-8-10, Interior(l) 2-8-10 to 22-8-0. Extedor(2) 22-8-0
to 27-5-3 zone: cantilever night exposed :C-C for members and forms & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=11.60
3) Thl; truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) * This truss has been designed for a live load of 20.0mf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide
will fit between the bottom chord and any other members
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 886 lb uplift at joint 2 and 1042 fie uplift
at joint 11.
Thomas A. Albani PE N�.39itllli
MiTak USA, ImI FL: Cart. 6634
$9.04 Parka East Blvd. Tampa FIL 13910
Date:
January 3,2019
AWARNING � Vaidlydasim,danden.lentandRIFADINDI ON THISAVD INCLUDIDD Milral(REcEitENCEPAGEM11.7473.1 10,0=15BEFORE USE.
Design valid for use only with MiToWearrectons. This design Is based only upon parameters shown. and Is foran Individual building component, not
a truss system. Before use, the building designer must verify me applicability consign parameters and properly mcaMonate this design Into the ovelall
buildingdesIgn. Bracing Indicated! is to prevent buckling ofindividual truss web and/orabord membem only. ludditionaltemposhon, and peonsianeat trading
M!Tek'
is always redulned farlability and to enevent collapse with possible personal Injury and em,perty damage. ForgencraIguldanderegivoingthe
falmication. storage. delivery. mraden and bracing Of hestlieS and truss systems, see ANSIPTIR11 Quaffly Grands, DSB-89 and BCSI Building Component
6904 P.Ho. East Blvd.
Wearlidarm.11an ��.1t.bl�f..T.I.Pl.tin.UtW..218N.L..S�t,S�it.312,N..ndd..VA22314.
T.mx.FL W610
Job
Truss
Tress Type
City
MORNINGDEW LANE
�Ply
T15927768
75604
B
COMMON
3
1
�3142-3152
Job Reference (optional)
Chambers Truss. Inc., Fort Pierce, FL
8.130 a Mar 112018 M[Tek Industries, Inc. Thu Jan 3 08:16:08 2019 Page I
ID:Mxt3zUUQIcPw?thmCgFfWqMIOU-TWFIRXP3hNEhPGE eqbylcgv AvooAlA2LOrGKzz7FL
4x5 =
2.3 11
3X4 3x4
Scale = 1:24.9
3
Plate Offsets (X.Y)—
[1:0-0-8,Edge], L3:0-M.Edge]
LOADING (Pat)
SPACIN�13- 2-0-0
CS1.
DEFL.
in
(too)
Ildell
Ud
PLATES GRIP
TCLL 20.0
Plate Gnip DOL 1.25
TC 0.35
Vert(LL)
-0.07
4-10
>999
360 -
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.31
Vert(CT)
-0.13
4-10
>999
240
BCLL 0.0
Rep Stress ]nor YES
WEI 0.12
Hoi
0.01
3
1
1
BCDL 10.0
Code FBC2017/TP12014
Matflx-MS
Wind(LIL)
0.09
4-10
>999
240
Weight: 49 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (Italsize) 1=518/0-". 3=518/0-8-0
MaxHorz 1�160(LCIO)
Max Uplift 1=-275(LC 12),3=-275(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11b) or law except when show.
TOP CHORD 1-2=-7481609,2-3=-748/609
BOTCHORD 1-4=-3841605, 3-4=-384/605
WEBS 2-4=-82/326
BRACING-
TOPCHORD Structural wood sheathing directly applied or 6-0-0 Do purfins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 Do bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDLm4.2psf; BCDL=3.Opsf; h=13ft; B=95ft; L=48ft; eave=6ft; Cat.
11: Exp C; Encl., GCil MWFRS (directional) and C-C Extei 0-0-0 to 4.9-3, Intellor(l) 4-9-3 to 7-0-0, Exterior(2) 7-0-0 to
11�9-3 zoi for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) * This truss has been designed for a live load of 20.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.
5) Provide mechanical connection (by others) of tress to beefing plate capable of withstanding 276 lb uplift at joint I and 275 It, uplift at
joint 3.
Th6niati 4. Albami PE NoM380
MiTsk 6SA, Ii FIL Cart 6634
6904 Pari East Blvd. Tampa FIL.M60
Dili:
January 3,2019
AWARNING-Vo�fydeegn�mmeftmandR�DNOTES ON MIS MDINCLUDWMffEK��ENCEPAGSM#.7473�v, 1"X015BEFOREUSE.
Design vald! far use only with MITeW corrections. This design Is based only upon parameters shown. and Is for an individual building component, not
a truss system. Below use, te, building designer must verify the applicability of design parameters and pra,pery incorponate this design Into the overall
building design. Bascing Indicated Is to provent buckling of Individual trew web madne chord! members only. Motional tempolar,rand permanent bracing
WOW
Is always mqulmd for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabricaton. storage, delivery, erectlon and laradag oftnusses and buss systems, see ANSoll Quality Cri DSE49 and BCSI Buflaffing Component
6904 Parka East Blvd.
Safetyladformealon awsulatale frona Truss Plate Institute. 218 N. Les Street Suite 312, Alexandra, VA 22314,
Tampa.Fl_ MIND
Job
Truss
Truss Type
GIVY
MORNINGDEW LANE
T15927769
75604
GEA
GABLE
3
�Ply 1
�3142-3152
Job Reference (optional)
Chambers Trul Inc., Fort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Thu Jan 3 08:16:09 2019 Page I
ID:mt3zUUQ[cPw?thmC9HWqm]Ou-xipPftQhShMY1 PpACYGBZpC7UaJDXdeKH?9Po=7FK
-'-4-7 7-0-0 114�00 115�7
14�7 7-M 7-0-0 1-4-7
Scale = 1:27.3
4x4 =
Jx. — JX4 —
14-0-0
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Il
Ud
PLATES
GRIP
TCUL 20.0
Plate Grip DOL 1.25
TO 0.18
Vert(LL)
-0.00
9
nor
120
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.04
Vert(CT)
-0.00
9
mr
90
BCLL 0.0
Rep Stress Incr NO
WE 0.10
Horz(CT)
0.00
8
the
n1a
BCDL 10.0
Code FBC2017rrPI2014
Matril
Weight: 65 go
FT = 20%
LUMBER- BRACING-
TOPCHORD 2X4 SP M 30 TOPCHORD Structural wood sheathing directly applied or 6-M Do purlins.
BOT CHORD 2X4 SP M 30 BOTCHORD Rigid calling directly applied or 10-0-0 Do bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 14-0-0.
(lb) - Max Horz 2=181(LC 11)
MaxUplift All uplift 100 lb or less atjoint(s) except 2=-192(LC 12),8=-192(LC 12),13=-111(LC 12).
14=-103(LC12),11=-111(LC12),10=-103(LC12)
MmGrav All reactions250 lb or less atjoint(s) 2,8,12,13,14, 11, 10
FORCES. (lb) -Max. Comp./Max. Ten. -All forms 250 (lb) or less except when showl
TOPCHORD 4.5=-81/283, 56�81/293
WEBS 4-13=-131/308,3-14=-171/343, 6-11=-1301308,7-10=-1711343
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf., BCDL=3.Opsf; h=13ft; B=95ft; L=48ft; eal Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comerl -1-5-4 to 3-4-0, Exterionl 3A-0 to 7-0-0, Conrl 7-0-0 to
11-9-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOLaI.60 plate grip DOL=1.60
3) Truss designed forwind loads in the plane of the truss only. For studs exposed to wind (normal to the few). see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSIrrial 1.
4) All plates am 2x3 MT20 unless oth�rwise indicated.
5) Gable requires confinuous bottom chord bearing.
6) Gable studs spaoad at 2-M oc.
7) Thio truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the baftom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide
will ift between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 192 go uplift at joint 2, 192 lb uplift at
joint 8, 111 b uplift at joint 13,103 lb uplift al 14, I'll lb uplift at joint I I and 103 It, uplift at joint 10.
Thomas A.Albani PE No.3938D
Mill 6% lnc� Fl. Cart 6634.
169,114 Parke East BlYd. Tampa FL.33GIO
Date; -
January 3,2019
A W�NING.Vdfd.�g�p...t�..�dR�DNOMS ON MISMDIMMUDEDMff�REF�ENCEPAGEMII-7473., faVinV2015BEFORE USE
Design valid for use only with linolid, correctors. Thus design Is based only upon parameters shown. and Is for an Individual building component, not
a troass,ratem. Before use, me building designer must verity theapplicalpffily of desIgn cammetars and piopearyIncorporate this design Into the overall
building design. Bricing Indicated I a to prevent bucki Ing of Individual must web anchor chod! members only. Additional temporary and permanent among
M!Tek*
Is always se,ulned for al and to prevent collapse with possible personal hur, and property damage. For general guidance regarding me
fabrication, storage, dellseq. election and mocing of Wastes and truss systems. see ANSliTelf Quality Criteria, DSEI and BCS1 Building Compament
69041 Parke East Blvd.
Safelybutbrovelon available finorn'Treas Plate Institute. 218 N. Leo Stract. Suite 312,Aoxamoria, VA22314.
Tamp, Fl- 36610
Job
Truss
Truss Type
oty
LANE
T15927770
75604
VA
VALLEY
6
�Ply ,
�3142-3152MORNINGDEW
Job Reference (opflanal)
Chambers Truss, Inc., Fort Pierce, FL
8.130 a Ml 112018 MITek Industries, Inc. Thu Jan 3 08:16:12 2019 Page 1
ID:mxt3zUUQIcPw?thmwCgHWqm[Ou-MIVXHvSaick7utYl�gfuBSqbBoKnk Qm=03P5=7FH
Scale = 1:22.4
44 =
8 7 6
3X4 2x3 11 W 11 2.3 11 3.4
LOADING (psf)
SPACING- 2-0-0
CSI.
D11L.
In (loc)
Ildefi
Ld
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.28
V."L,
n/a -
n/a
999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
Vert(CT)
rda -
n/a
999
BOLL 0.0
Rep Stress Incr YES
WB
Horz(CT)
0.00 5
n1a
n/a
BCDL 10.0
Code FBC2017ITP12014
Mat
Weight: 48 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No3
BOT CHORD 2x4 SP M 30
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD Structural wood sheathing directly applied or 6-M oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 13-4-0.
(lb)- MaxHorz 1=-130(LC10)
MaxUplift All uplift 100 lb or less stjoint(s) 1, 5 except 6=-196(LC 12), 8=-196(LC 12)
MaxGrav All reactions 250 to or less atjoint(s) 1, 5,7 except 6=324(LC 18),8=324(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sham.
WEBS 4-6=-241/336. 2-8=-242/336
NOTES -
I ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=1 60mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf; BCDL=3.Opsf,* h=1 3ft: B=95ft; Lc48ft; eave=6ft; Cat.
H: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 54-10, Interfor(l) 64-10 to B-8-0, Exteriar(2) 6-8-0 to
11-5�3 zone;C-C 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 for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will,fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Ot=lb)
6=196,6=196,
Thomai Au Alloand OE Nid�.39380
lidnork USA, Inc'. FL Ciart*434
,6904 Parbo Eabst Blvd. Tampa FL 33610
Ditev
January 3,2019
A WARNING - Viaday dosr, rarameters ed RI!AD NOM ON MIS AND INMUDED Ml WERENCE PAGEM11.7473 . fall Blif'ORE USE
Design valid for use only wilin mi-roky, connectors. This design is based only ucon parameters sham, and Is for an Individual building comprment, net
a miss eye'. fie se, bre building designer must ved"o applicability of design parameb,rs and pre,dedy incor,orate this design Into do owuol
re as me
bulkIngdesign. among Included Is to provent bucl,ling of Individual bass web ardifor chord members only. Additimialtemporaryandiaermarrembracing
MiTek"
I. always exi far sboluilly.ral W reveatedep.. win gossible peorioned linjurv, and puixony damage. For,emeraiguldancererudingthe
ANS�PIIQ..hWCM.H..DSB49.�dOCSIBvildingCom�n�f
6M Parke East Blvd.
SeAnyholormaid.ri .��,�bt.�.T.sPl.�l..b�,218N.L.S�LS.it.312.A%..ndd..VAU314.
Tiselp,F1. W610
Job
Truss
Tress Type _[QVY
LANE
�Ply
T15927771
75604
VB
GABLE
6
I
�3142-3152MORNINGDEW
Job Reference (optional)
unaMDem I russ, me.. I -OR Pierce, 1-1.
8.130 a Mar 112018 MiTek Industries, Inc. Thu Jan 3 08:16:13 2019 Page I
ID�mxt3zUUQ]cPw?thmwCgHWqml0u-qU3wUFTCW" W17xR0B7jfNhrBb1TRgvCd7cxX=7FG
4xS =
2
Scale = 1:18.3
4
3x4 2.3 11 3x4
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Idell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
V t(LL)
11
as
n/a -
rda
999
TCDL 7.0
Lumber DOL
1.25
BC 0.37
Vert(CT)
file -
n/a
999
B
Rep Stress Incr
YES
WB 0.10
Horz(CT)
0.00 3
nee
ma
3
Code FBC2017rFP12014
Matrix-S
LUMBER-
TOPCHORD 2x4SPNo.3
BOTCHORD 2x4SPNo.3
OTHERS 2x4 SP No.3
REACTIONS. (Iblaze) 1=167110-M.3=157110-M,4=383/10-"
Max Horz 1=-101(LC 10)
Max Uplift 1�98(]_C 12),3=-98(LC 12).4=-174(LC 12)
Mass Grav I=i6l(LC 17), 3=176(LC 18),4=383(LC 1)
FORCES. (lb) -Max. CompdMax. Ten. -All forms 250 (11b) or less except when shown.
WEBS 2-4--2471334
PLATES GRIP
MT20 244/190
Weight; 35 Ito FT = 20%
BRACING-
TOPCHORD Structural wood sheathing directly applied or 6.0-0 oc, purlins.
BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES -
I ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd= 1 24mph; TCDLm4.2psf; BCDL=3.Opsf, h= 1 3ft; B=95fl; L=48ft; eave=6ft; Cat.
11; Exp C; Encl., GCpI=0. 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will,fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jcint(s) 1, 3 except jt=lb)
4=174.
Thomas A. Albani PE No.39M
MiTek USA; I= FL Cott SOU
'69,D4 Forks East Blvd. Tampa FL 33610
-Data:;
January 3,2019
WARNING. Vionflydesigh,aareadfausisadRIDIDNOTES ON MIS AMID INMUDED M7hEf(R1EIlVZENCEPAGEM0-74f3md, IWWO15BEFORE USE
Design valid for use only with Warta connectors. This design Is based only upn parameters sham, and Is for an Individual building ourridanert, net
a truss system. Beftem uso, the building designer must verify Me applicability of design parameters and properly Incorporate Uns design Into the overall
building design. Bracing Millosted Is to prevent Mucklint of Individual (was web andfor chod! members only. Adififional temporary and pournannert bracing
MiTek*
is swap declined for slabIlity and to prevent collapse with possible personal Injury and property damage. ForgeneraIguldanceregardingthe
fathicati... varag.. delivery, election and bracing oftnesses and Muss systems, see ANS�P11Q.IIWCOtd-,DSB.89.�dBCS[BuiidlngCom�nmt
6W4 Pares East Blvd.
Safefyindicarnathain available MonrTruss Plate Institute, 218 N. Lee Street Suite 312.Ae,uundda.VA223I4.
Tamhea.FL W610
Job
Truss
Truss Type
Qty
PI
MORNINGDEW LANE
T15927772
75604
VC
VALLEY
6
1
�3142-3152
Job Reference (optional)
L ru�. I nc,' 1.11 lualma, IL
mijus mar it zuio miles industries, Inc. inu jan juantxi,i zuiv Face i
2
4x4 =
Scale = 1:14.7
4
3X4 2.3 11 3X4 zZZ
LOADING (pso
SPACING-
2-0-0
CS1.
DEFL.
in goc)
Well
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC
0.51
er
V t(LL)
it
n/a -
fill
999
TCDL 7.0
Lumber DOL
1.25
BIC
0.19
Vert(CT)
n1a -
n/a
999
8
Rep Stress lncr
YES
INS
Hoa(CT)
0.00 3
his
n/a
B
Code FBC2017/TPI2014
Mat
LUMBER- BRACING -
PLATES GRIP
MT20 2441190
Weight: 25 la FT = 20%
TOPCHORD 2x4SPNo.3 TOPCHORD Structural wood sheathing directly applied or 6-0-0 Do puffins.
BOTCHORD 2x4SPNo.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=12518-M.3=12518-0-0,4=250/8-M
Max Mom 1=-73(LC10)
Max uplift 1=-85(LC 12), 3=-85(LC 12), 4=-96(LC 12)
Max Grav 1=126l 17). 3=137(LC 18). 4=250(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show.
NOTES.
1) unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=124mph; TCE)L=4.2psf, BCDL=3.Opsf, hl B=95ft; L=48ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional) and C-C Exterloh(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.6D
3) Gable requires wirtainuous bottom chord bearing.
4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads.
5) * This truss has been designed for a live load of 20.l on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Pri mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ils uplift at joint(s) 1, 3, 4.
Thomai k Alband �E No493810
Ml rok LISA, II FL Cut 669
6904 Parke East ENCL Tampa FL.33GIO
Pkii
January 3,2019
AwAruiloas. Voffycheould paremeowszodREAD N07ES ON MIS AMD INCLUDED affirSICIREPERENCEPAG64TH-7473.1 1WOM015 BEFORE USE
eanaa
Design valid for use only with KfiTeW connectors. This design is based only upon parameters shown, end Is for an nalvidual building component, at
181,
a Was system. Before use, [he building designer must verify the applicability of desfgn parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to pievent buckling of Individual truss web andbor chord members only. Mel temporary and permanent bractIng
MiTek*
1, always ou,iined Imilteolf, and to prevent col,eam who Possible personal lolury and sh,harty damage. Forgenamigulainceregardingtithe
fabricated. storage, deal emotion and brach, of trusses and truss systems. we Alkisinalf Quality Criteria, DSB-89 and BCSI Building Couspeasevot
6904 Parts East Blvd.
Safetylinfamonathen avallablefrounTress Plate immune 218 N. LeeStmet Suite 312,nexandda, VA22314.
Tamp, FL 36610
Job
Truss
use Type
Qty
MORNINGDEW LANE
PLL
�Ply
�3142-31152
T15927773
75604
VD
EY
6
1
Job Rsfelence, (optional)
chambers truss, Inc., I -on Pierce, I-L.
3x4 �
2.3 '11
2
4
8.13USMarllZUIBMJ]eK]naUSIneS.InC. InUJan 3U8:1tXIb2U1U Fagel
ID;mxt3zUUQICPw?thmwC9HWq�10u.mtAg�VS2X7hiKHKYoDbp4SBI?LSxMzCfwcjOQ=7FE
4x4 =
3X4 ��
Scale = 1:10.8
LOADING (Pat)
SPACING- 2-0-0
CS1.
DEFL.
in (too)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.19
Vert(LL)
n/a -
Iva
999
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.07
VerfiCT)
n1a -
n1a
999
BCLL 0.0
Rep Stress Incr YES
WB
0.05
Horz(CT)
0.00 3
n/a
nda
BCDL 10.0
Code FBC2017/TPI2014
Matnx-P
Weight: 16 It,
FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOTCHORD 2x4SPNo.3
WEBS 2x4 SP NILS
REACTIONS. (lb/size) 1=7615-4-0,3=76/54-0, 4=151154-0
MaxHorz 1=-44(LC10)
Max Uplift 1=-51(LC 12), 3=-51(LC 12), 4=-58ft_C 12)
Max Gary 1=76(LC 17),3=83(LC 18),4=151(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 5-4-0 oc putting.
BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing.
NOTES -
I ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=13ft; B=95ft; L=48ft; eave=6ft; Cat.
11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2)zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires Continuous bottom chord bearing.
4) This truss has been designed fore 10.0 psfbottom chord live load nonconcumant with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M Wde
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of Withstanding 100 lb uplift at joint(s) 1. 3. 4.
Thompli k Albani PE N,:493810
lilffek'USA, ne.-FIL Cart 6634
6904 Parts Ealit Blvd. Tampa FL 33610
Dill I
January 3,2019
A WARNING- Vediyorseel persermifixesimaFREaDNOMS ON MIS MD INCLUDED AIMEXREFERENCEPACEISIP7473. I""ISBEFOREUSE.
Design valid for use oni"Ith 141'reka counselors. This design Is based only upon parameters shown, and is for an individual bullding component, not
a truss system. Before use. the building deogner must verity the applicability of design parameters and property notmeonits this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss wal, andfor chord members only. Additional temporary and permanent bracing
M!Tek'
is otwa,s recuired for stability and to prevent collaps0onith possible peompal Injury and pm,,effy damage. Forceneralpfcancenagardingthe
fabdooli.n. titmag.. delivery. mooddlis. and! bracing of trusse, and are. systems, se. Mali quality, Doled, DSI and SCSI Seedling Com,xvient
604 Parke East Blvd.
Saftlyleferroundom available ft. T. plate huglat.. 218 N. Lee Stool, Suit. 312. ill.xandri.. VAM14.
Tmmpa,FL 36610
Job
Truss
Truss Type
gity
Ply
MORNINGDEW LANE
T15927774
75604
VE
VALLEY
6
1
�3142-3152
Job Reference (optional)
Chambers Truss, Inc., Fort Pherce, FL 8.130 a Mar 112018 MiTek Indushies, Inc. Thu Jan 3 08:16:16 2019 Page 1
ID:mxt3zUUQ[cPw?thmwCgHWq�iOu-E3k27GV4prFYNUsW6WkqL]?LrPhrgpyMuaMHYs=7FD
6.COF1-2 I I Scale = 1:6.0
4x6 � INA ��
Plate Offsets (X,Y)—
[1:0-3-8,0-1-121.fl:0-1-12,Edge],[2:0-0-14,0-1-121
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. In (loc) Udefi Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
Val n/a - his 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.04
Verl(CT) rate - n/a 999
BCLL 0.0
Rep Stress Inner YES
WEI 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matti
Weight: 6 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2,x4 SP Na.3
REACTIONS. (Iblaze) 1=5312-M,3=53124I-0
Max Horz 1 =1 5(LC 11)
Max Uplift 1=-28(LC 12),3=-28(1_C 12)
FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (Ilb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 2-M go puffins.
BOTCHORD Rigid ceiling directly applied or 1 0-M oc Imaging.
NOTES-
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=1 24ri TCDL=4.2psf,, BCDL=3.Opsf, h=1 3111; B=95ft: L=48ft: ail Cat.
11; Exp C; Encl., GCpi=O.l 8; MWIFRS (directional) and C-C Exterlor(2) zone;C-C 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) - This truss has been designed for a live load of 20.0psl' 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.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 111 uplift at joint(s) 1, 3.
Thonl k Abani OE 1`10.391illD
MiTilk 6SA;fnhc'� FL Cart 8634 -
69.041 Parke Ea3t Blvd. Tampa Fl. 31610
Dal
January 3,2019
WARNING - Verify daege pardexters.raIREAD Nomi ON THISAIADINCLUDW M/T&f�liRENGEPAGEM11.7473rl 1"G,201513170REUSE
Design valid for use only with MiTeed, enhances. This design Is based only upon pamenters shown, and Is ar an Individual building nompoinnit, not
a truss system. Before am, ses, building designer must verify the applicability of design parameters and proplady mcciparsto thin design Into the overall
building design. Gaining Indicated Is to pievent Itualing, of Individual trues wele andhor chord members only. Additional temporary and permanent bmcing
WOW
Is always on,uired for stabliki, and to prevent collapsewlith possible personal injury and pnopany damage. Forgereniguldharoamandingthe
ANsty'noll Calady Critente, DS&,!I9 andBCSIBuilding Component
sixes perils n.t Btal.
Safetyleformathern a�lla��mT�P�WlnsUWto.218N.LmS�tSu�312.Alexmdda.VA22314.
Tampa. FL W610
Job
Ti
Truss Type
ty
2-3152 MORNINGDEW LANE
10
T15927775
75604
VGE
GABLE
3
�Ply 1
�314
Job Reference (optional)
unambers I was al I-Ort Pierce. I'L
8.130 a Mar 11 2018 MiTek Industries, Inc. Thu Jan 3 08:16:17 2019
04 = Scale = 1,24.9
3X4 �� 12 11 10 9 8 3X4 ��
LOADING (pso
SPACING- 2-0-0
Cat.
DEFL
In (loc)
I/i
Ud
PLATES GRIP
TCLL 20.0
Plate GNP DOL 1.25
TO 0.08
Vert�!_)
file -
me
999
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.04
Vei
mal -
rda
999
BCLIL 0.0
Rep Stress Incr YES
WB 0.09
Hou(CT)
0.00 7
rda
nla
BCDL 10.0
Code FBC2017ITPI2014
Matrix-S
Weight: 64 lb FT = 20%
LUNIBER- BRACING-
TOPCHORD 2X4 SP M 30 TOPCHORD Structural wood sheathing directly applied or 6-0�O oc; purins.
BOTCHORD 2x4 SP NI 30 BOTCHORD Rigid ceiling already applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. Ali bearings 15-9-5.
(fia) - Max Hou 1=156(LC 11)
MaxUplift All uplift 100 lb or less atjoint(s) 1, 7,11, 9 except 12=i 12),8=-175(LC 12)
Mai All reactions 250 lb or less atjoint(s) 1, 7, 10, 11, 9 except 12=288(LC 17), 8=288(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forms 250 (11b) or less except when shown.
WEBS 2-12=-2121293, 6-8=-212/293
NOTES -
I ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasdo 1 24mph; TCDLc4.2psf, BCDL=3.Opsf,, h=l 3ft; B=95ft; L=4811; eave=6ft; Cat.
11; Exp C; Encl., Gi 18; MWFRS (directional) and C-C Extei 0-7-7 to 54-10, Intei 5-4-10 to 7-10-11. Exterior(2)
7-10-11 to 12-7-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOLie 1.60
3) All plates are 2x3 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrentvifth any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at jolni 1. 7. 11, 9 except
Ot=lb) 12=175, 8=175.
Th6mi A. Alloam PE Noi
MiTak OSA, lra�!`L Cart 6634 '
49,,04.Parke Eui Blvd. Tampa FL:33sio
Data:'
January 3,2019
A WARNING - Verity dWgr�..I...IdR�D NOTES ON THISAIMINMUDED IMITEIKWERENCEPAGEAVIs7kTal.. 1&0=15SEFOREUSE.
sissis
OwIgn wild for use only with MiTeMg ownwome. This design Is based only upon parameters shown and Is for an indivIdual building ocirinpiwers, not
ml*
a truss system. Before me, thes building designer must verify the appilosolily of di paremetwe and pri incoreorste MIS design Into the werall
building design. Belong kedicisted Is to prevent buckling of individual tetes web andfor choral members only. Mcifficred temparavand permanent brincling
MiTek'
is Kini re,tired fmieci and to primmint collillpeni possible perewal Injury and prowity damage. Forgeneraiguldenceregandingthe
faterfuster, Storage. delivery. wooden and ami oftrusses and truss systems. we ANSMIIQ.LftyCdt.d.,DS849.�dECSIBulidingCom�nmf
6904 Police East Blvd.
Safety herformagon available grow Truss Rate Institute. 218 N. Lee Stessel. Suite 312. Mewni VA 22314,
T.p.FL WGIO
Symbols
PLATE LOCATION AND ORIENTATION
—I'l 0-137 " Center plate on joint unless x, y
4 offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
For 4 x 2 orientation, locate
plates 0- �id' from outside
Numbering System
6-48 dimensions shown In ft-in-sbrteenths
(Drawings not to scale)
1 2 3
TOP CHORDS
C1-2 C2.3
N N
WEBS
(If 0
0
x 0
0
91-
0
M7 0
t--
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1 . Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See SCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shmn and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer. erection supervisor, property omer and
all other interested parties.
BOTTOM CHORDS
edge of truss.
8 7 6 5
5. Cut members to bear lightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the
JOINTS ARE GENERALLY NUMBEREDILETTERIED CLOCKWISE
joint and embed fully. Knots and wane at joint
required direction of slots in
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
locations are regulated by ANSVTPI 1.
connector plates.
THE LEFT.
7. Design assumes trusses voll be suitably protected from
Plate location details available in MiTek 20120
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment in accord vvith ANSlrrPI 1.
software or upon request.
NUMBERSILETTERS.
8. Unless otherWse noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
PLATE SIZE
PRODUCT CODE APPROVALS
9. Unless expressly noted, this design is not applicable for
ICC-ES Reports:
use With fire retardant, preservative treated, or green lumber.
The first dimension is the plate
10. Camber is a non-structural consideraflon and is the
4 x 4 width measured perpendicular
ESR-1311, ESR-1352, ESR1988
responsibility of truss fabricator. General practice 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. size, orientation and location dimensions
indicated am minimum plating requirements.
LATERAL BRACING LOCATION
12. Lumber used shall be of the species and sin, 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 mspects, equal to or better than that
specified.
13. Top chords must be sheathed or purfins provided at
output. Use T or I bracing
spacing indicated on design.
if indicated.
Lumber design values are in accordance with ANSIITPI 1
section 6.3 These truss designs rely on lumber values
14. Bottom chords require lateral bracing at 10 ft. spacing,
or Jew, if no ceiling is installed, unless othenvise noted.
BEARING
established by others.
Indicates location where bearings
(supports) occur. Icons vary but
4�
(D 2012 MiTeldiD All Rights Reserved
15. Connections not she= are the responsibility of others.
16. Do not cut or alter truss member or plate wthout prior
approval of an engineer.
reaction section indicates joint
number where bean . ngs occur.
17. Install and load vertically unless indicated otherivise.
Min size shown is for crushing only.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards:
W1
project engineer before use.
ANSifrPil: National Design Specification for Metal
19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction.
and pictures) before use. Revievving pictures alone
DSB-89: Design Standard for Bracing.
a
is not sufficient.
BCSI: Building Component Safety Information,
MiTek
20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling,
ANSlrrPI 1 . Quality Criteria.
Installing & Bracing of Metal Plate
.
Connected Wood TrAses.
MITek Engineering Reference Sheet: M11-7473 rev. 10/03/2015