HomeMy WebLinkAboutTRUSS PAPERWORKd. ' I
Lumber design values are in accordance with ANSIfTPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
File Copy
RE: 1755775 - LT 11 WATERSTONE-ST LUCIE MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: ADAMS HOMES Project Name: 1755775 Model: 2508 CR 3C Tampa, FL 33610-4115
Lot/Block: 1112/34 Subdivision: WATERSTONE-ST LUCIE COUNTY
Address: 8504 WATERSTONE BLVD,.
City: FORT PIERCE State: FLORIDA
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
li;ity: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 SCANNED
Wind Code: ASCE 7-10 Wind Speed: 160 mph BY
Roof Load: 37.0 psf Floor Load: N/A psf St. Lucie County
This package includes 45 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#
I Truss Name
I Date
I No.
I Seal#
ITruss Name
Date
11
T16874421
I AW
14/24/19
118
IT16874438IA17
4/24/19
12
IT16874422
I A01A
14/24/19
119
IT16 39
PZ44
P 043
4/24/19
13
1 T1 6874423
1 A02
14/24/19
120
IT168744 �01
B 6
4/24/19
14
1 T1 6874424
1 A03
14/24/19
121
1 T1 68744411
B05
4/24/19
15
1 T1 6874425
1 A04
14/24/19
122
1 T1 6874442
1 B06
4/24/191
1 A05
�41/2 1 9
3
1 TT 874 31
16
P07
4/24/19
�6
TT11 :874426
744271A06
/2�1
4/19
1 24
_44
8 4444
16 T
B08
4/24/19
18
1 T1 6874428
1 A07
4/24/19,
125
1 T1 6874445
1 B09
14/24/19 1
19
1 T1 6874429
1 A08
14/24/19
126
1 T1 68744461
B1 0
14/24/19
110
1 TI 6874430
1 A09
14/24/19
127
1 T1 68744471
B1 1
14/24/19
1
112
8744311A10
@6
14/24/19
128
1 T1 68744481
B1 2
14/24/19
-T! 5 74432
� fl
1 All 1
14/24/19
129
1 T1 6874449
1 C1
14/24/19
113
TI 6874433
1 Al 2
4/24/19
130
1 T1 6874450
1 C3
14/24/19
114
TI 6874434
1 All 3
4/24/19
131
1 T1 Z4!1�1
gDol
14/24/19
11
5
�A�
/2 /1
P33?
68
T16 7445�
1
14/24/19
T1168714443 6
1115
1
-4-
4241129
1 T1 68744531
DO 1 S
14/24/19
117
1 T1 6874437
1 At 6
B744541
D02
14/24/19
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, FL).
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2021.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the ju(isdiction(s) identified and that the
designs comply Wth ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific. information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independentlyverifled 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 ANSI/TPI 1, Chapter 2.
;TATE OF Z4/
0 R I
m PE No.68182
Inc. EL Geri 6634
East Blvd. Tampa Fl- 33610
Velez, Joaquin I of 2
RE: 1755775 - LT 11 WATERSTONE-ST LUCIE
Site Information:
Customer Info: ADAMS HOMES Project Name:. 1755775 Model: 2508 CR 3C
Lot/Block: 11/2/34 Subdivision: WATERSTONE-ST LUCIE COUNTY
Address: 8504 WATERSTONE BLVD,.
City: FORT PIERCE State: FLORIDA
INo.
I Sea[#
I Truss Name
I Date
135
1 T1 6874455
1 F7
14/24/1
136
1 T1 6874456
1 E7V
1 4/24/19--1
137
1 T1 6874457
1 E7VA
14/24/19 1
138
1 T1 6874458
1 E7VB
14124/19 1
6§744§2
1 E7VC
14/24/19
143PITI
T16874460
F;01
14/24119
141
1 T1 68744611
H7
14/24/19 1
142
1 T16874462
I H17
14/24/19
143
1 T1 6874463
1 PB1
14/24/19 1
144
1 T1 6874464
1 PB2
1 4/24/19J
145
1 T1 6874465
1 P133
14/24/19 1
2 of 2
it
J ole
Truss
Truss Type
Oty Ply
ST LUCIE
T16874421
175 5775
A01
SPECIAL
6 1
Job Reference (optional)
Builders FirstiSource, Fiant Ulty, 1-1- - 435W, b.ZZU S NOV 1 b ZU16 far I eK mcniSui Inc. Wed Apr � 14;Ja:01 4U IV ndyU I
011 YDfItmYJ1 NmupVDA3te2z4H2S.31PWrk_SfcxX5b6YV?DX6CMLGJdw9E3ooyUBIIAZNVeO
41,�
j,1V 7 8-_ Z- -0 46�0
gal'O 98 'a
7 a 1-0 0412
1-4-0
Scale = 1:90.0
5X6 =
3x6
5x6
6 00 F1_2
6 7
298
3x6 I-
5
9
5x6
4
2x4
28 3
1.5X8 ST, -
—18
- - -
1
NE4=
30 31
17 16
32
15 33
14
0
9 20
21
3X6
3X6
3x8
3X6
3x8
3x6
4x6
6xB =
5x6 a�
10
12
9
1�
46
LOADING (psQ
SPACING-
'_0_0
CS'.
DEFL.
in (too) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
0.31 21-24 >343 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.21
BC 0.95
Vert(CT)
-0.42 13-15 >999 180
BCLL 0.0
Rep Stress Inor
Yr
=S
WEI 0.58
Horz(CT)
0.07 11 n1a n/a
BCDL 10.0
Code FBC2017/rPI2014
Matdx-AS
Weight: 268 Ile FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2x4 SIP No.2
*Except*
BOTCHORD Rigid ceiling directly applied. Except:
4-21:2x4 SP
No.3
2-2-0 oc, bracing: 19-21
WEBS 2x4 SP No.3
WEBS
I Row at midlet 7-17,7-15,9-15
REACTIONS. (lb/size) 2=386/0-8-0,11=147210-7-4,21=1745/0-M
Max Harz 2=-448(LC 8)
Max Uplift 2=-468(LC 10), ll=-776(LC 10), 21=-931(LC 10)
MmGrav2=394(LC19),11=1609(LC16),21=1933(LC15)
FORCES. (III) -Max. CompJMax_ Ten. -All forces 250 (Ile) or less except when shown.
TOPCHORD 2-3=-3431572,3-4=-271/471,4-5=-1241/1051,5-6--1674/1386,6-7=-l429/1344I
7-8=-172011444, B-9=-1953/1497,9-10--275211792, 10-11=-300311934
BOTCHORD 2-21=-448/235,19-21=-1777/778,4-19=-1783f765,17-18=-80411486,15-17=-77211612,
13-15=-1 187/2103, 11 -1 3=-1 536/2628
WEBS 4-18=-524/i 434, 6-17=-260/536, 7-17=-431/244, 8-15=-311/569, 9-15=-747/573,
9-13=-131/491, 10-13=.362/354, 5-18=-770/470,3-21=-2801430
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=5.Opsf; h=15ft; B=66ft; L--60ft; eave=7ft; Cat.
11; Exid C; Encl., GCpi=0.18; MWIFFIS (directional) and C-C Exterlor(2) -14-0 to 4-8-0, Interior(l) 4-8-0 to 14-11-8, Exterior(2) 14-11-8
to 35-8-8, Interion(l) 35-8-8 to 41-11-11, Extenor(2) 41-11-11 to 48-0-0 zone; porch left exposed;C-C formembers and forces, &
MWFRS for reactions shown; Lumber DOL--l.60 plate grip DOL=1.60
3) PAbvide adequate drainage to prevent water pending.
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 f6r a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
wil I fit between the bottom chord and any other members, with BCDL = 1 0.0jesf.
6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Ile uplift at joint(s) except jjt=Ilb)
2=468,11=776,21=931.
7) This truss design requires that a minimum of 7/16' structu ral wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
l USA, Inc. FL Carl 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
WARNING - Verify desism PanVVfcrs.dRE4D NOTES ON MIS AND MCLUDED MmEKREFERANCE PAGEaau74".V. laaacaluSBEFORE USE
Design valid for use only with Milleal) connectors. 1INs design is based only Won parameters showt. and Is for an Individual building component, not
Lei'
a huci system, Before use, the building designer must verify ffie applicability of design parameters and properly Incorporate this design Into me overall
buildhgdesign. Bracing Indicated 'a to prevent bucWing of harvIdual mud; web and/or chord members only. Additional temporary and permanent bracing
Mew
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fatarcation, storage, delivery. addition and bracing of trusses and hass systems, meANI Quagly Cifferics, DS049 and BCSI laddling Component
6904 Parite East BlVd.
Saf*tY Informallonevoiloble, from Truso Rote Institute, 218 N. Lee Sheet, Suite 312, Al.andr., VA 22314,
Tarlac, FIL 33610
Job Truss
Truss Type
Ory Ply
LT 11 WATERSTONE-ST LUCIE
T16874422
1755775 A01A
SPECIAL
1
Job Reference (optional)
taunue. ruse...r., riani Iny, IL - ala.1,
1.51 STP
1 2 ';��
4x6 =
Z� 4X6
20 19
4X6 11
6.00 FIT
17
axis
5.6 =
U �U S NOV 1b 2U1U MI I six lirmasmea, Inc. WOO Apr 24 1e:Ja:ab ZUIU Vega I
ID:?lYDfitmYJ1.�muDVDA3te2z4H2S-XUzu KTHNFfvDG7hZx2LkatRIOHFzY xBBmHczNVe?
M
7
5x6
8
35 14 36 13
4xB = 3x6
1-86.2
9
9
4xS
5X8 11
43-&0
1 4
7�
0`34
Plate Offsets (X,Y)--
[4:0-2-8,0-3-01,[6:0-4-0,0-2-81,[8:0-4-0,0-2-81,[10:0-3-0,0-3-0],[11:0-0-4,Edge],111:0-0-4,Edqel,[16:0-3-8,0-3-01,[20:0-3-0,0-0-81
—
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TGLL 20.0
Plate Grip COL. 1.25
TC 0.62
Vert(LL)
-0.22 15-16
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.89
Vert(CT)
-0.46 13-15
>999
180
BCLL 0.0
Rep Stress ]nor YES
WB 0.46
Horz(CT)
0.09 11
n1a
n1a
BCDL 10.0
Code FBC20171-rPI2014
Matflx-AS
Weight: 265 Do
FT = 20%
LUMBER-
TOPCHORD 2x4SPNo.2
BOT CHORD -2x4 SP No.2 *Excel
3-20i SP No.3
BRACING-
TOPCHORD
BOTCHORD
WEBS 2x4 SP No.3 WEBS
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=27810-8-0,20=1785/0-4-3,11=1540/0-4-0
Max Horz 2=-448(LC 8)
Max Uplift 2=-351(LC 10), 20i 10), 11=-800i 10)
Max Grav 2=286(1C 19), 20--19BI(LC 15), 1 1=1673(LC 16)
FORCES. (lb) -Max. Comp./Macir. Ten. -All forces 250 (lb) or less except when shom.
TOPCHORD 2-3---341/515.3-4=-247/53614-5=-1717/1230,5-6=-1814/1436,6-7=-l580/1391,
7-8=-1783/1460,8-9---2025/1517,9-10=-2715/1735, 10-11=-2899/1833
BOTCHORD 18-20=-1985/1121, 3-18=-266/352,17-18=-427/929,16-17=-91411859,15-16=-804/1753,
13-15=-1177/2129,11-13=-1414/2505
WEBS 5-16=-211/280, 6-16-2861601, 7-16=-365/212, 8-15=-324/613, 9-15=i
9-13=-52/395,10-13---243/261,5-17=-3751353,4-17=-395/928,4-18=-20581952
Structural wood sheathing directly applied.
Rigid ceiling directly applied. Except:
3-7-0 oc, bracing: 18-20
1 Row at midpt 5-16, 7-16, 7-15,915
I
NOTES -
I ) Unbalanced treat live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=1 60mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=6011; eave=7ft; Cat.
11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 4-8-0, Interioril) 4-8-0 to 14-11-8, Exterlon(2) 14-11-8
toi Interior(l ) 35-8-8 to 41-11-11, Exterior(2) 41-11-11 to 48-0-0 zone; porch left expoi for members and forces &
Mi for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate dirarinage to prevent water ponding.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.
5) * T his truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 101
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joini except all
2=351,20--960,11=800.
7) This truss design requires that a minimum of 7/16' stimcbmal wood sheathing be applied directly to the top chord and 112" gypsum
shmetrock be applied directly to the bottom chord.
Joaquin Velez PE Noi
MiTelt USA, Inc. FL Cort 6634
6904 Parka East Blvd. Tampa FL 33610
Date:
April 24,2019
WARNING- Vedrydiiii1se,earamete. dREADNOTES ON IGUS AND INCLUDED NUFFICREFERANCEPAGEARP7473 re. lamusOISSEFOREUSE
Design valid for use only with M79M connectors. rels design is based only upon parameters shown, and Is for on Individual building component, not
a truss system, Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design into the overall
building design. Boding Indicaled s, to prevent bi of lindrOdual #uA web and/or chord members only. Additional temporary and bracing
MiTek*
Ferri
6 always required for stability and to prevent collapse with possible personol Injury and property damage. For general guidance regarding the
fabricator, storage, delivery. erection and bracing of busses and hum systems, seeANSVrPII Qualfty Calling, DSB-89 and BCSI tudding Component
69M Pate Beer Blvd.
Safely Informortionaval from Truss Plate Institute, 218 N. We Shoot. Surte 312, A..Ondl VA 22314,
Tampa, FL 33610
Job
Truss,
Ply
LT I I WATERSTONE-ST LUCIE
T16874423
1755775
A02
Job Reference (OptionaJI
bunaers mrst,ource, ruarn: uny, M - Jdabl,
6.22U S NOV 15 ZU1 a MI I eK InaUstneS, Ina Wea AVr Z4 1Z:Jb:*V ZU1 U rage 1
1.5X8 STP
4x6 =
5.8 11
3
4x6 �
18 17
6xl2MT20HS 11
Scale 1:84.3
6V8
6.00 F1_2
2X4 11 5.8
5
6 28 7
5X8
27
5X8
4
30
6
4x5 11
9
10 1�
15 31
14
32 13 33 12 11
6 9
9
1
3.6
4x6
3A 4x6 3x6
5X8 11
LOADING (psi) SPACING- 2-0-0 CS1. DEFL in floc) Vdefl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 V.,1(LL) 0.41 18-21 �258 240
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert�CT) -0.59 11-13 >748 180
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.10 10 n1a r1a
BCDL 10.0 Code FBC2017/TPI2014 Matnx-AS
LUMBER- BRACING -
TOP CHORD ?x4 SP No.2 *Except* TOPCHORD
7-8,8-10: 2x4 SP No.1 BOTCHORD
BOTCHORD 2x4 SP NO.2 *Except'
14-16,12-14:2x4 SP No.1 WEBS
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.2 1-11-12
REACTIONS. ([btsize) 2=357/0-8-0.lB=174410-3-8,10--1353/0-3�O
Max Hom 2=-41 9(LC 8)
Max Uplift 2=-396(LC 10), 18---1000(LC 10), 10=-645(LC 10)
Max Grav 2=362(LC 19),18=1 939(LC 15),10--1605(LC 16)
FORCES. Qb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-295/47713-4=-226/458,4-5=-1548/1262,5-6=-163911361,6-7=-l639/1361,
7-8=-2327/1678. 8-10=-245911653
BOTCHORD 16-18---1940/1116,3-16--369/372,15-16=-71011259,13-15=-71511464,11-13=-815/1503,
10-1 1=-129a/2087
WEBS 4-16=-209311055.4-15--0/422,5-13=-144/607,7-13=-1 181280,7-1 1=-4301739,
8-11=-416/528
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 248 lb
FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied. Except:
4-1-0 oc bracing: 16-18
1 Row at micipt 4-16,5-15,6-13,7-13
NOTES-
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=l 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=O.l 8; MWFFIS (directional) and C-C Exlegion(2) -1-4-0 to 4-8-0, interion(l) 4-8-0 to 15-0-0, Extedor(2) 15-0-0 to
39-8-0,* Interion(l) 35-" to 39-7-8, Extedor(2) 39-7-8 to 45-7-8 zone; porch left 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 ponding.
4) All plates are MT20 plates unless otherWise indicated.
5) Tints truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 1 O.Opst.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fit=lb)
2=396,18=1000,10=645.
8) This truss design requires that a minimum of 7116' structure wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Ina. FL Carl 6634
6904 Parke East Slyd. Tampa Fl. 33610
Date:
April 24,2019
ARN V910 de�gn P`v`Vpe'mm`dR�DNOTBa 00 Ta AND 'NcLaDB" a"n"KREFERAMCE PAOE ""M `V7 '5 BEFORE 1181�
3 V �0'_e on" wth "ge"" oonnac"O� 'n" deegi " coed on" "Pon pomrneh`� 'n-n' Ond 'or an Indlvlduol bu'ld'ng cO_oOnon1 no'
D all
Not
sy�t-_ Before u- th. lb�jcmg O."On., rru�l V.r"' ". "PlIc.bill"d-3 Pm .. �m� cmd pr-p-oy Inc.ro 'On. tht� d.�jg- hj. �e 'Z '011
b. dmg OF gn Bloch, I"C.'.d ".PEN buc"ing of ,-,d.., mu_ _so �mdj-' cho'd _.-be_ only Ad'gm�.' ._P.,.' -no par_. nl brocIng
M!Tek'
qulr.d for �'.Ixagy Ord to P,_v.n _". _rth P_be P.n.n.l Inj '.� _.g. or 0.n.r., 'u . C.
' 'a I - ps. u d d F n .. ng th.
�'.ny
f. b n �'.r.ga calvary �md b'.Cng .1 nuesc� on, 'u. -.MS 'I 0..V Cra.�. 'Sa_B9 naf � 16.1ding .p ... I
69N Pa*0,East Blvd.
Sarf.hr tnf...M.. '.". from Tru. plot. Incrut. 2, a , W. S..' Su" 31 2 'e.0 ",. V, 22,1 ,
Tampa, FL 33610
Job
Truss
Truss Type
FERSTONE-ST LUCIE
T16874424
1755775
A03
SPECIAL
ice (optional)
bulders eirsusource, Flant Gily, VL - 33567,
8.22OsNovl62018M�Tekindustdes,lnc. WedApr2412:36:UO201U
ID:?IYDfitmYJINmupVDA3te2z4H2S-Ts4fPOUY�vqTZH4gM5pq?zllq_xRPIEfSOyL
6.00F1_2 5X6 —
2x4 11
5
6 27 28
5 5vs 0�
44
5x8
26
Z
I.6x8 STP
16
i?
1 2
4X6 15 33 14 34
13
5�' ID2
32 17 3x6 4x6
3x8
18
4X6
6xB 11
scale 1:85.9
5X6
29 30 7
7V2x4
8
31
10 Ir
6
35 12 3611 P�
3x6 = arx6 — 5xs 11
LOADING (pso
TCLIL 20.0
TCDL 7.0
BCLIL 0.0
BCOL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBG2017/TP12014
CSI.
TC 0.76
BC 0.75
WB 0.66
MatAx-AS
DEFIL in floc) Wait Ud
Ven(L) 0.33 18-25 >316 240
VernCT) -0.51 11-13 >872 180
HorzfCT) 0.09 10 rela n1a
PLATES GRIP
MT20 244/190
Weight: 245 lb FT = 20%
LUMBER.
SPACING-
TOPCHORD 2x4 SP NO.2 *Except*
TOPCHORD
Structural wood sheathing directly applied.
7-10:2x4 SP No.1
BOTCHORD
Rigid ceiling directly applied. Except:
BOTCHORD 2x4 SP No.1 *Except*
5�3-0 oc, bracing: 16-18
2-17:2x4 SP No.2,3-18:2x6 SP No.2
WEBS
1 Row at midpt 4-16,5-15
WEBS 2xA SP No.3
SLIDER Right 2x6 SP No.2 1-11-12
REACTIONS, (lb/size) 10=1348/0-3-0,2=321/0-8-0,18--1786/0-3-8
Max Horz 2=447(LC 9)
MaxUplift 10=-640(LC 10), 2=-353(LC 10), 1S=-1G44(LC 10)
MaxGrav 10=1472(LC 16),2=329(LC 19), 18=1912(LC 15)
FORCES. (Ila) -Max. Comp./Max. Ten. -All forces 250 (111) or less except when shown.
TOPCHORD 2-3=-239/407,3-4---1521506,4-5=-1488/1208,5-6=-178311486,6-7=-178311486,
7-8=-2221/1658; 8-10=-2376/1674
BOTCHORD 16-18=-1913/1240,3-16=-361/336,15-16---626/1160,13-15=-732/1425,11-13=-924/1582,
10-11=-1307/2010
WEBS 4-16=-2063/1279,4-15=-71/476, 5-13=-353f720,6-13=-3721407,7-13=-70/332,
7-11n-32a/607,8-11=-3471477
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=S.Opsf; h=15ft; B=66ft; L--60ft; eave=7ft; Cat.
II: Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -14-0to 4-8-0, Interior(l) 4-8-Oto 12-9-10, Exterion(2) 12-9-10
tc725-0-0, Interor(l) 25-0-0 to 25-8-0, Extenor(2) 25-8-0 to 37-9-5, Intedor(l) 37-9-5 to 39-7-8, Exteflor(2) 39-7-8 to 45-7-8 zone-,
porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
8) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
5) *-This Inuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 fin uplift at joinfis) except at=lb)
10=640,2=353,18=1044.
7) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. R. Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date;
,April 24,2019
,&WARNING - Vdfydex19.�..e1e..dRE4D NOTES ON MIS ANDiNCLUDEDM�KR�RANCEPAGEM�74M�I laDJAZO150EFOREUSE.
- v 11 f.'uI..nly-- Mff.& -cm.-t." 'he cl--q� Is b-sed r'ly uno" P-i-mmE -nd � 1.'.n Ind'vidu- b.1.1d Ft not
.-MP-E
HV it
%d
I' rr Before a the b.fldng c.1-'-"`o'v-rtv ". "tc-o''ty of '-Vg� P.'.m.'." -�d p-p-d' I, d.-gn I
nQ d.agn Ix-v-�l War ng of ""u, tru. "lo ndlcr chord M-Ars.n"' Adl.n.' 'ffr.' 'd pom,.r.n! brocIng
MOW.
owed for P.
"."tty n".".v.nl c.". vvg Paelbl. to ".r.1 "J., ond r.,gr" 'o og. "u 'c me
ob, 6 .g ,.C,.n rrus�c' c , tru See S 1, C So 9.
. dell, d "" -I n a 'am M� Coal M M.D 4 d �S Utfing ..... t
ato br� a I r
".m Tru.p'.'.""but.
69M Parve East Blvd.
T�pa. FL 33610
.dy Bd. .1 Sc to 3 cl A 22i
21" Lee S. 1 Z M.�. '. , 1,
Job Truss
Tmss Type
TERSTONE-ST LUCIE
T16B74425
1755775 A04
SPECIAL
nce (optional)
Builders FirslSource, Plant City, FL - 33567,
8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:02 2019 Page I
Scale= 1:83.9
6.00FI-2
&6 =
5X6 five
5 6 30
317 32 8
5X6
3X6
4
9
5X6 11 29
3
F>
Z�
�4X6
10
28
11 1�
1.5x8 STP
8
2 5 17
5x6 3316 34 15
13
35 36 14
12 9
3x8 4x6 3X6
19
3xs
2x4 f 5x8 11
20
3XG
6x12 VT20HS I I
4x6
8-9 -01 7-_JG 0 4.
90� 1_ �_
3�8-00 28-3-8
I
bl _�l I
8.; 8. .0 8-4
_
a _ 4-7-7
Plate Offsets (X,Y)- [3:0-3-10,Edgel,[4:0-3-0,0-3-01,[5:0-3-0,0-2-0l,f7:0-3-0,0-3-01,[8:0-3-0,0-2-0l,fll:0-6-0,0-0-61,[20:0-3-8,Edgel
LOADING (ps!)
SPAC NG- 2-0-0
CSI.
DEFL.
in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.95
Vert(LL)
0.40 20-27 >260 240
MT20 2441190
TGDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
-0.38 13-15 >999 180
MT20HS 187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.37
Horz(CT)
0.10 11 n1a n/a
SOL 10.0
Code FBC2017/TP12014
Mahix-AS
Weight: 249 lb FT 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD
Structural wood sheathing directly
applied.
BOTCHORD 2x4 SP No.2 - BOTCHORD
Rigid ceiling directly applied.
Except:
WEBS 2x4 SP No.3
4-1 -0 oc bracing: 18-20
SLIDER Right 2x6 SP No.2 1-11-12 WEBS
I Row at midtot 4-18,
6-17, 7-13
REACTIONS. (lb/size) 11=1349/0�3-0,2=341/0-8-0,20=176310-3-8
Max Horz 2=-332(LC 8)
Maur Uplift 11=-645(1-C 10), 2=�396(1-13 10), 20=-1000(LC 10)
Max Grav 11=1424(LC 16), 2--345(LC 19),20=1838(LC 15)
FORCES. (11h) - Max. Comp./Mm Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-182/410,3-4=-114/362,4-5=-1507/1275,5-6--1312/1230.6-7=-l93B/1583,
7-8=-1 79911500, 8-9=-2019/1586, 9-11 =-2275/1686
BOTCHORD 18-20---1841/1168, 3-18---443/471, 17-18=-65a/985,15-17=-108111762,
13-15=-1186/1884,12-13---1322/1924,11-12=-1322/1924
WEBS 4-18=-1759/983, 4-17=-1321521, 5-17=-241/471, 6-17=-784/524,6-15=-75/383,
7-13---423/253,8-13=-409/628, 9-13=-334/401
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--5.Opsf; h=1 511f; B=661t; L--60ft; eave=711; Cat.
11; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-C Exlerfoq2) -1-4-0 to 4-8-0, Interior(l) 4-8-0 to 11 -0-0, Extefloq2) 11 -0-0 to
23-0-0, Interior(l) 23-0-0 to 27-8-0, Exlerior(2) 27-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL--1.60 plate grip DOL=1.60
3) PFbvide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This muse has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loids.
6) * This Imes has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
wlil fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
11=645,2=396,20=11000.
8) This muse design requires that a minimum of 7/16" stnictural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
Miffek USA, Inc. FL Carl 6GU
6904 Parks East Blvd. Tampa FL 33610
Date:
April 24,2019
AMPF ri�d o��aod TE AND D REF PA P74 BEF RE usz�
A W "w" ssr"n P"m "'o Soo 'a s"CLUO" WmE� E�NCE "E"s mv ' 'S 0
ff
Desgn �olld lor onlyw"Ire canine 'Or' �s 00ag " based on'y upon poo-a'ars 11hown' and "o' an Individual buld ng c po
a M n Oart
7
-t- _ s�j.m 8 lo'. use me bu�crig 6.-gn.' mu� --* To pPlI..1c"Ity of d-sgin Parameters and p'-p-ity Inc.rp ' this as ii� entiv 11
a's 'a
g
b "g design .. .. nd.. ad Is or m b .1 '�dfl"'..' U--.b �d/ ..... a m.m,._ only Addition.' temporary and P.un.n.�t bracing
I.
MiTel(
Is ,_ lac�'cd fo s, "lly or. ova C., sa� P.W . Pan I '.pa m.g_ '.r'.n.a' u" rx r
gy ny so d g.
' ab n P -1 -p b n.1 In d 'a g n
."c.'.' s, age ar�. r.c, an,
d n "..,ng of s and truss syswr� s. S 11 a. -I I Crilluill. DS049 sund B I adling Clumso .. I
f ty ftm " P'.mrut'rut.
6904 Parke East BNd.
Tampa, FL 33610
in nova".". 218 N Lee Street S. Is 3 1 2 Ms.. or,. VA 22 1
form
Job
Truss
Type
Qty Ply
ILT 11 WATERSTONE�ST LUCIE
T161374426
1755775
Al
JS�PECIAL
1
�
Job Reference (optional)
bumers tirmeource, riant Ulry, M - 44abor, 8.220sNovlb2Ul8MjleKinaustnes,inc. vveaAprZ41Z!3fj:U3ZUIU ragei
ID:?IYDfitmYJlNmupVDA3te2z4H2S-uRmnl2WQCnHFK1?fMUeWRdbHElz8ej5gLQedypzNVdw
4, 21-�107 2.9ij_f1 1 31 1 1 40-:51.1�3 445.17
B_'G. ;3
M4 s .2 W-M'
6.00FI-2 6X8 = 5XB
5 28 296
5x6 i��
4
2x4
27
1SxB STP
17
2 5 3536
5x6 33 34 16 15
.6
&6 4xS
19 is
4X6 6XB =
3X6 = 5,6
307 31 32 8
14 37 38 13 12
3x6 = 46 = 3x8
Scale = 1:83.9
2X4
4X6 11
9
9
5.8 1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (too) Well Ud
PLATES GRIP
TCUL 20.0
Plate Grip DOL
1.25
TC 0.70
Vert(L)
0.31 19-26 >339 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.91
Vert(CT) -0.44
12-14 >997 180
BCUL 0.0
Rep Stress ]nor
YES
WB 0.85
Hord(CT)
0.09 11 n/a n/a
BCDL 10.0
Code FBC2017rrPI2014
Matrix -AS
Weight: 240 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3
4-5-0 cc bracing: 17-19
SLIDER Right 2x6 SP
M 26 2-6-0
WEBS
1 Row at midpt 5-17.7-12
REACTIONS. (Ii 11=1357/0�3-0,2=3a4/0-8-0,19=1712/0-3-8
Max Horz 2=-289(LC 8)
Max: Uplift 11=-654(LC 10), 2=-435(LC 10). 19=-955(LC 10)
MaxGmv 11=1408(LC l6),2a387(LG 19), 19=171 15)
FORCES. (lb) - Max. Comp-IMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3---2711442.3-4=-91/309,4-5=-149/541.5-6---157311346.6-7=-2287/1762,
7-8=-1901/1523.8-9=-2112/1576,9-11=-2257/1725
BOTCHORD 2-19=-4521215,17-19=-1645/896, 4-17=-369/385,16-17=-80711291, 14-16=-1339/2075,
12-14=-1436t2241, 11-12=-138011918
WEBS 5-17=-17631816, 5-16=-394/947.6-16=-824/601,6-14=-51/336, 7-12=-6481408,
8-12=-296/598, 9-12=-160/287, 3-19=-26a/397
NOTES-
1) Unbalanced met live loads have been considered forthis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf;,BCDL=5.Opsf,, h=150; B=66ft; L-60ft; eave=7111; Cat.
11; Exp C; Encl., GCpl=O. 18; MWRRS (directional) and C-C Extenor(2) -1-4-0 to 4-8-0, Interior(l) 4-8-0 to 8-9-10, Extedor(2) 8-9-10 to
21 -0-0, Interior(l) 21 -0-0 to 29-8-0. Exteriorl 29-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Plovide adequate drainage to prevent water ponding.
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Vill] fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
6) PlOvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
11=654,2=435,19=955.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.681 82
filirl'olk USA, Inc. R. Cort 6634
6994 Parke East Blvd. Tampa Fl. 33810
Date.,
April 24,2019
WARNING - Valtry daSr9aP.f..*rdREAD NOTES ON MISANDINCLUDED MMEKRUERANCEPAGE AML7MM. IGUSIV20158JEFORE USE.
Design �olld for use only with MffekO corarectors. This design Is based only upon parameters Shown. and Is for an Individual building component. not
a hum system. Before use, the bulldlng designer must verify the applicability of desIgn parameters and properly Incorporate this design Into the overall
buidirgdessigin. Bracing Indicated Is to prevent buckling of individual hum web and/or chord members only. Additional temporar, and permanent bracing
IS always required for stability and to prevent collapse with possable personal injury and property damage. For general guidance regarding the
fabrication. storage, delivery, creation and bracing of Irafees and them systems, seeANSVrPil Qual Cifteda,DS549=dBCSIBuldingCompoiftent
Safety Infoarraftravoloble from Twss Plate hatifule, 218 N. Lee Steel, Surfe.1 2114,
Met(
6904 Parke East Blvd.
Tarepa.Fl- 33610
Job Truss
Truss Type
City Ply
LT 11 WATERSTONE-ST LUCIE
I
T16874427
1755775 A06
HIP
1
�
Job Reference (optional)
11-11 Illy, 11 O'Zu S NOVI b euiu cu, "OKinausunes,inc. �eaApr,q IZ;jO;UZ4UIU rdUt, 1
ID:?lYDiltmYJlNmupVDA3te2z4H2S-qquYSjYgkPXzZL9lTvg—X2gd8rhy6dtzok7jOlzNVdu
_4
1 23- 3 30-7-5 31 2.�I. 0 1V
4. S 6-9-3 i 1
4 M1 4�13-11
6-10-2 1
Scale = 1:93.6
6.00 F1_2 5x8 =
46
3x4 11 3XG
3.6 =
Sx6
3X6 30 6 3132 7
8 339
34 10
31,6 11
3X6 4
11
3
2X4
?X4
6
12
1 2
t
1.5X8 STP
1.5X8 STP
1 5X8
2
17 16
15 14
13 -10
I'i C4
J4
22 19
3X6 3X6
7xI0 SX6 =
6
23 21 20
3X6 5XB 3X4 11
4X6
46 2X4 11
3.00LI2_
q 11 1 7- ?7_2 4
I V
47 2- 0 0
g.j� I _V
.1� V00 W 9.2.
9_ jj��8
0-69;' W40 INN —
Plate Offsets (X,Y)-- [5:0-6-0,0-2-81,[10:0-4-0,0-2-81,[13:0.0-14.EdgeI
LOADING (psl)
SPACING- 2-0-0
CSI.
DEFL. in
(too) Well Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL) -0.26
17-18 >999 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.82
Vert(CT) -0.58
17-18 >780 180
BCLL 0.0
Rep Stress Incr YES
WEI 0.89
Horz(CT) 0.12
15 n1a n1a
BCDL 10.0
Code FBC2017/rP[2014
Manix-AS
Weight: 270 It,
FT 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP NO.2
TOPCHORD
Structural Wood Sheathing directly applied.
BOTCHORD 2x4 SP NO.2 *Except*
BOTCHORD
Rigid ceiling directly applied. Except:
6-20: 2x4 SP No.3, 16-18: 2x4 SP No.1
10-0-0 oc bracing: 18-20
WEBS 2x4 SP NO.3
WEBS
1 Raw at midpt 9-15
REACTIONS. ([b/size) 13=29/0-8-0, 2=131410-8-0,15=2501/0-3-8
Max Harz 2=302(LC 9)
Max Uplift 13=-157(LC 19), 2=-683(LC 10), 15=-1 164(LC 10)
Max Grav 13=171 (LC 9), 2=1341 (LC 19), 15=2501 (LC 1)
FORCES. (lb) -Max Comp./Max. Ten. -All fames 250 (11a) or less except when shown.
TOP CHORD 2-3=-2390/1694, 3-5=-1839/1379.5-6=-2399/1729,6-7=-243211746,
7-9=-1532t993,
9-10=-75atl267, 10-11=-92211442,11-12=-771/1207,12-13=-195/880
BOTCHORD 2-23=-1373t2211, 21-23=-1373/2211, 6-18=-304/332,17-i8=-925i2Ol9,l5-17=-12at876,
14-15---1076/933,13-14=-781/206
WEBS 3-23=0/275, 3-21=-695/627,5-21=-460/179,18-21=-867/1805,5-18=-62311303,
7-18=,373/590.7-17=-945f737,9-17=-594/1127,9-15---2350/1669,10-15=-927f771,
11-15=-416/356,12-14=-715/774
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--S.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 21-5-13, Interior(l) 21-5-13 to 29-2-3. Extedor(2)
29-2-3 to 50-8-0 zone;C-C for members and tomes & MWFFIS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60
3) Plovide adequate drainage to prevent water ponding.
4) This truss has been designed fare 10.0 psf bottom chord live load nonconcurrent with anyother live loads.
5) 'This truss has been designed for a live load of 20.0psf on the bottom chord in All areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Btsaring atjoint(s) 13 considers parallel to grain value using ANSVrPI I angle to grain formula. Building designer should verity
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
13--157.2=683.15--1164.
8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTak USA, Inc. FL Carl 8634
6904 Parka East Blvd. Tampa FL 33610
Date:
April 24,2019
Job Truss
Truss Type
Cry Ply
LT 11 WATERSTONE-ST LUCIE
T16874428
1755775 A07
SPECIAL
I
�
Job Reference
b.ZZUSNOVIb�UIbMileKinamines,inc. wea
I Z:db:u I lu I U
5x6 = 3x6 = 5X6 = 3x6 5X6 2X4 11 3x6 3X4 11
6.00F1_2 4 27 5 28 29 6 30 7 31 8 9 32 10 11
21 20 19 33 34 is 35 17 16 36 37 is
4x6 2X4 11 3xB = 3.6 = 3X6 = 4x6 &6 = 6xs = 3. 00 LI 2_
12
I.5xB STP
3X6 __
Santa = 1:91.9
LOADING (pst)
TCLIL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/rP]2014
CSI.
TC 0.63
BIC 0.85
WB 0.87
Matrix -AS
DFFL - in (too) Well Ud
Ven(LIL) 0.21 18-20 >999 240
Vert(CT) -0.39 18-20 >999 180
Horz(CT) 0.11 15 n1a n1a
PLATES GRIP
MT20 244/190
Weight: 284 Ith FT = 20%
LUMBER.
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied, except end verlicals.
BOT CHORD 2x4 SP No.2 *Except*
BOTCHORD
Rigid ceiling directly applied. Except:
8-15: 2x4 SP No.3
5-6-0 oc bracing: 14-15
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 7-15
REACTIONS. (lb/size) 12=468/0-8-0,15=1924/0-3-8,2=1419/0-8-0
Max Horz 2=351 (LC 10)
Max Uplift 12=-225(LC 7),15=-951 (LC 10), 2=-714(LC 10)
Max Grav 12=473(LC 20), 15=1924(LC 1), 2=1489(LC 15)
FORCES. (lb) - Mm Comp.lMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3---2656/1707,3-4=-2237/1498,4-5---1988/1420,5-6---2267/1464.6-7=-1538/911,
8-9=-426/211, 9-1 0=-416/201
BOTCHORD 14-15=-6701461, 8-14---617/469,12-13---240/335,2-2 1 =-1 815t2403. 20-21 =-I 815/2403,
18-20=- 158812258, 16-1 8=-1 375/2064, 15-16=-612/967
WEBS 3-20---524/489, 4-20---4021773, 5-20=-5561258, 6-18=-1 391319, 6-16=-853(n1,
7-16---562/1077, 7-15=-156atIO70, 8-13=-384/623.10-12=-449/353
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=5.Opsf; h=15ft; 13=6611; L=60ft; eave=7ft; Cat.
11; Exio C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteflor(2) -1-4-0 to 4-8-0, Interior(l) 4-B-0 to 5-0-0, Exterlor(2) 5-0-Oto
17-0-0, Inteflor(l) 17-0-0 to 44-6-4, Extedor(2) 44-6-4 to 50-6-4 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the botrom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Sharing at joint(s) 12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 Ito uplift at joint(s) except fll=lb)
12=22S,15=951.2=714.
8) This truss design requi res that a minimu m of 7/16' structu ral wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
C?
Joaquin Valor PE No.611182
MiTalk USA, Inc. FIL Cart 6634
6904 Parka East Blvd. Tampa FIL 33610
Date:
April 24,2019
Job
Truss
Qly Ply
ILT I I WATERSTONE-ST LUC] E
T16 74429
1755775
AOB
1
�
Job Reference (optional)
bulloers 1-Irstbource,
Plant Ulty, 33567,
8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:08 2019 Page I
I D:?1 YDfltmYJ1 NmupVDA3te2z4H2S-EPZg4laZl KwXQauG81 EhShl8f2g1 J?kPUiMOdl zNVdr
4 4
L76
a.
2a - 37:L�2 42 1�0 6-�5�4
TN01-02 M'1'
NO 4-3�15
6A 1-5
24-1
Scale = 1:91.9
6.00 F1_2 5X6 = 3.6 = 5X6 4.6 SX6 2.4 It 3� = 3X4 11
- - 1.1-1\ 4 25 26 5 27 6 28 7 29 8 9 30 10 11
21 20 19 18 17 16 is 12
Asia 3A = 4X6 M 3x6 = 6x8 3.00 Ll 2 1.5XS SIP
4x6 = 3.6 �
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0 CS1.
Plate Grip DOL 1.25 TC 0.65
Lumber DOL 1.25 BC 0.93
Rep Stress Incr YES WB 0.76
Code FBC2017/-rP]2014 Matrix -AS
DEFL. in (too) Well _/d
V t(LL) 0.27 19 >999 240
a d
Vert(CT) -0.49 19-21 >910 180
Horz(CT) 0.13 16 n1a n1a
PLATES GRIP
MT20 244/190
Weight: 265 lb FT m 20%
LUIMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOP CHORD
Structure wood sheathing directly applied, except end verticals.
BOTCHORD 2x4 SP N0.2 *Except* BOTCHORD
Rigid ceiling directly applied. Except:
2-20:2x4 SP No.1, 8-16:2x4 SP No.3
4-6-0 oc bracing: 14-16
WEBS 2x4 SP No.3 WEBS
I Row at midpt 5-21,7-16
REACTIONS. (lb/size) 12=460/0-8-0,2=1420/0-8-0,16--1936/0-3-8
Max Horz 2=297(LC 10)
Max Uplift 12=-216(LC 7), 2=-719(LC 10), 16---956(LC 10)
FORCES. ([b) - MaK Comic./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-2518/1688.3-4=-232611592,4-5---2070/1481,5-6=-2688/1727,6-7=-2018/1200,
8-9=-544/246,9-10=-531/232
BOTCHORD 2-21=-172112210,19-21=-183a/26B6,18-19=-163212529.16-18---990/1599,
14-116=-746/543. 8-14=-691/548,12-13=-268/372
WEBS 3-21=-319/367.4-21=-4181787,5-21=-738/427,6-19=-138/272,6-18=-742/627,
7-18---423t844,10-13=-31/312,10-12=-4821385,8-13=-4691744,7-16---1994/1333
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCOL--5.Opst; h=15ft; B=66ft; L=60ft; eave=7tt: Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 15-0-0, Interior(l) 15-0-0 to 44-64, Exterior(2) 44-6-4
to 50-6-4 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) This tress has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0p% on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
W, -
.1 fit between the bottom chord and any other members.
5) Bearing at joint(s) 12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb)
12=216.2=719.16--956.
7) This truss design requires that a minimum of 7/16" structu ral wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
1�
Joaquin Velez PE No.681 82
MiTek USA, Inc. Fl. Carl 6634
6904 Perks East Blvd. Tampa FIL 33610
Date:
ApH1 24,2019
WARNING NOTES ON THIS AND INCLUDED AUTEKREFERMCEPAGEIRX74niev. lankasaVISEEFORE USE
D-eg n lid el s. nly - M T kO cl.�gn Is b sed n Idl ,on d-d to.11d on nt
"Ib -dy u h ng com
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am Safe - us. me "fyth. "'..lb"ty f sQn Ps"n"n-'s no ".P.ny Inc.m.r.t. In's d.`gn In P - ;it-"
M In
be"' d C otad " to P'.'.nt tb�.klj'g fn" �.b nl .... m M."'Ib.ts only .... n.l'.Mp.,.r' end P.mn.n.rl broclng
no "gr B ' n' "I. I'a
F
WOW
b 'scUj'.' sm's"y �d to pr-�-T 'th Do,". P. �.na 'sy end omloody d g. F., g ..... ge d nc.ag.rdng the
'
�
to ".' "or 0. 'J�a ..... t. mchg of trusse, . tru. am, .
ell Z of n �d b no MSMI . CM.ds . DSO Pon I 1 3.1 il;
ll.f.� Into.. .o". Imm T. MCI. jns'�'. 18 H We Stm.' S."a 3, 'D..no' 1 2 1
2 2 1A 2
6904 Pa*e East Blvd.
Temp., FL 33610
Job Truss
Truss Type
Ply
LT 11 WATERSTONE-ST LUCIE
T16874430
1755775 A09
SPECIAL
2
� Job Reference (optional)
DUJiuur� riFbLOUU1Ua, 11��r 'r'Y' I,- J.." 322U S NOVI bZUIb mjieK inausmeS, Inc. WOO Apr z4 I e:Jb;UU zuiv rage i
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17�9
12-12 164a 16�0. L6 I'l. I 3TI11, 13 7� 'L 12 Se i 4M
�1-2 3-10-14 0410 4 f _ i 1, _ 12�- _ �2L_ 1 1
_ '_7 _7
0�9
Scale= 1:91.9
6.00 r12 5X6 3xs 54 3X8 3X6 5X6 3x6 = 5x6 = 2X4 11 3X6 3x4 11
_ 3- 4 29 5 30 6 7 31 8 32 9 10 11 12 13
IME1.1hass-11
M
N
6,
25 24 23 22 21
A 4x5 3XB = 3xfl MT20HS = 2X4 11
3X6 =
20 19 18 17
SX6 = M 6x12 MT20HS =
5x12
14
I.5x8 STIR
3.00 LL2_ 3X6 �
nr�
12-1-2 16� 164�0.
a- 3,171'0:13
a-1-2 .�
�114
1111.�7
1.
7.
0�9
Plate Offsets (X,Y)--
[3:0-3-0,0-2-01,15:0-2-8,0-3-01,[8:0-3-0.0-3-01.[10:0-3-0,0-3-01,[18:0-3-8,0-3-Ol.T2D:O-3-0,0-3-41
LOADING (pso
SPACING- 2-"
CS].
DEFL.
in floo)
Wall
Ud
_�40
PLATES
GRIP
TCLL 20.0
Plate Grp DOL 1.25
TC 0.63
VerftLQ
0.4721-22
>932
MT20
244/190
TCDIL 7.0
Lumber DOL 1.25
BC 0.91
VerftCT)
-0.5821-22
>760
180
]
MT20HS
187/143
BCLIL 0.0
Rep Stress [nor NO
WB 0.76
Horz(CT)
0.17 18
n1a
.1a
BCDIL 10.0
Code F13C2017/TP12014
Matrix -MR
Weight: 541 lb
FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No2 TOPCHORD
BOTCHORD 2x4 SP NO.2 *Except*
9-18:2x4 SP No.1 BOTCHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 14--83810-",2=2707/0-8-0,18=423710-3-8
Max Hou 2=243(LC 8)
Max Uplift 14=-500(LC 5).2=-1 590(LC 8), 18---2424(LC 8)
Max Grav 14=912(LC 14). 2=3127(LC 13),18=4676(LC 13)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3---623013060,3-4=-5638/2852.4-5=-7453/3821, 5-6---811114176,6-7=-600913103,
7-8=-3135/1610, 8-9=-438/835,9-10=-81611454, 10-1 1=-12841685,11-12=-12531658
BOT CHORD 2-25=-2814/5547,24-25=-3821/7453. 22-24=-417618111, 21-22=-393lf761 1,
20-21 =-393117611, 19-20=-3082/5953,18-19=-1 57013039.16-18=-1776/1030,
9-16=-610/488,15-16---295/226,14-1 5=-5621892
WEBS 3-25---936/2259,4-25---2343/1193,4-24=-154/709,5-24=-848/440. 6-21=0/304,
6-20---199311030,7-20=-497/1364.7-19=-3471/1813,8-19=-99812344, 8-18=-4819/2498,
10-16=-1934/1129,10-15---495/1227,11-15=401/347,12-15---147/487,12-14=-1048/727,
5-22=-150/279, 6-22=-3011614
Structural wood sheathing directly applied or 4-2-5 oc pudins,
except end vedicals.
Rigid ceiling directly applied or 6-3-3 oc bracing. Except:
6-0-0 oc bracing: 16-18
NOTES-
1) 2-ply truss to be connected together with 10d (0.131'4") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 : 1 row at 0-7-0 oc.
Webs connected as follows: 2x4 - I row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated.
3) Mbalanced met live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=l 60mph (3-second gust) Vasd=l 24mph; TCDL=4.2psf; BCDL--5.Gpsf; h= 1 Elf; B=66ft; L--60ft; eave=7ft; Cat.
11; Exic C; Encl.. GCp!=O. 18; MW FIRIS (directional); Lumber DOL= 1.60 plate g dip DOL= 1.60
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 live load nonconcurrent with any other live loads.
8) * 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.
9) Bearing at joInt(s) 14 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
14=500,2=1590,la--2424.
Joaquin Velez PE No.68182
Mi rek USA, Inc. R. Cart 6834
6004 Parke East Blvd. Tampa FIL 33810
Date:
April 24,2019
. M� �nri Vsith n-n-n dnht �irl� �.th.,Lr 7_1� I.ft H. -th-1k nH 7-n.n gnri ��th�,Ir
WARMING- Vfifydafl aadREAD MOMS ON MISAND INCLUDED IRIEKREITRANCEPAGEUX74" re. 101132015BEFORE USE.
Id to in M - "Ne I b "Ed ny .. � P.'.-.t.. 1 .1 -
D.�l n 1. 9 k1'9 n dwIg no h N d. b "n" .'"'p-Ent net
�u am "'. bul V."' the cop"o-o"' Of caln P.'cm.'. '.nd prop." "o.p.r."a IN, da�" I". "'. -vac"
buio I I 'a"---b.nd'-r chord ON, AcdIH.n."-mp.c' on" P.1in.l.al bracing
u '� In I. ad cin" �d 0 to V '.V.nt 1xi." cilveg
n call pc in '..noI ln'�' end � riV It i.g. calege, �g".
r
'oor 'E"' "a am p. ud n Oil
n.nd brace c �O' �gnlz I.Olf Cre... zteft�' onal . I II.Ikill
sa'. Ron., m a
.1loblo I let. �'Ial. 2'a N �.a at ... . a.. Or. VA22
MiTek'
69M P.�. East BlVd.
Tarnpa, PL 33610
Job Truss
Truss Type
Oty Ply
LT 11 WATERSTONE-ST LUGIE
T16874430
1755775 A09
SPECIAL
1 2
� Job Reference (optional)
Buitaers FirstSource, PIard0ty,FL-33567, 8.22OsNovl62018MITekindmtdes,lnc. WedApr2412:36;102019 Page2
NOTES- ID:=bLkv5ELIDtqyehSMnND7z4_Wx-BohRVRcpZKAFf62?GSG9E6NVSsMinvCiyOrUhvzNVdp
12) Hanger(s) or other connection clovice(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 7-0-0 on bottom chord. The
'designtselection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-13=-1 12(F=-5B), 25-26=-20, 18-25=42(F=-22), 17-1 8=-42(F=-22). 15-16=-42(F=-22), 14-15=-42(F=-22)
Concentrated Loads (11b)
Vert: 25=-475(F)
D. lid an n �Ign b sed upon no d d. Ildh anent at Mal*
In Mae an --t.- �I� d. only 5-mm"." M.— - i� f.'.n I� `vI .1 b. g a-
fEE '. Y-M g Plc.b .fD no n.. a a.a'n 'r MjTGk*
Y� m C 'n ' 'a P -ag'
, dg ` am of. . - b."d
D� s�, B,.C,,D di D no C �.b an a be" only Ad ti.no -�d �.mv.,.nt bracing
idlIg d gr cat. I". Or .. m I'. a' 'I m rn C '-m r 'a -roingm.
vv. a mai far ".blI, d 1. on, Iml .I Im a as m, age .,�rmara B
� riv c.
-P`- `v n an IF am �ld C
ion Id ag. dalv." "an .
are nd bac md m� do. C .. s., op it 6904 Padv, East Blvd.
ud.am �.Il. I.,.m ru. InD a"... III III � Id.,
S., b 'ut. 21B N g
., Sul'. " 2 A .. nod. VA 242 Tampa, FL 33610 -7
WARNING- Valify dafg- pm1o..hma.dRE4D NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMIP74" ;e%,. 16=015BEFOREUSE,
Job Truss
Truss Type
QtY Ply
LT 11 WATERSTONE-ST LUCIE
r I
T16874431
1755775 A10
SPECIAL
2
�
Job Reference (optional)
. ..' ....... 11—AL —1y, 11 - O.ZZU S Nov lb Zulu All tax mausmes, mc. well
14:0b:l I Zulu
6xl2 MTKHS�
6.00 [1-2 5x6 =
5 28 629
11
22 3x4 15 12 11 10
3X6 46 11 2X4 11 2x4 11 5x8 3x6 11
2X4 11
Scale = 1:85.4
2�
EV42 aM !�Zo
28,8�
3e3_"9
a__
697
M
o4o
a -so
4-11-1
1�
Plate Offsets (X,Y)-
f3:0-4-0,0-3-01,[4:0.3-0.0�3-41,[6:0-3-8,0-241,TB:0-3-0,0-3-01,[9:0-3-0,0-1-81,rl3:0-6-4�0-4-01,[22:0-3-0.0-0-81
LOADING (pso
SPAClNG- 2-0-0
CS1.
DEFL.
in (loc)
Vdefi
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.85
Vert(LL)
-0.20 16-17
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.77
Vert(CT)
-0.39 16-17
�999
too
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WEI 0.77
Horz(CT)
0.10 10
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matnx-AS
Weight: 290 Ill
FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP N0.2 *Except*
3-22.7-12:2x4 SP No.3
WEBS
Px4 SP No.3 *Except*
5-14:2x4 SP No.2
REACTIONS. (lb/size) 2=265/0-8-0,22=1674/0-3-8,10=1408/0-3-8
Max Hom 2=-406(LC 8)
Max Uplift 2=-259(LC 10), 22=-955(LO 10). 10=-669(LC 10)
Max Grav 2=266(LC 19). 22=1807(LC 15). 10--1437(LC 16)
BRACING-
TOPCHORD
Structural wood sheathing directly applied, except end varticals.
BOTCHORD
Rigid ceiling directly applied. Except:
4-2-0 oc bracing: 20-22
WEBS
1 Row at midpt 3-19.4-17, 5-14
JOINTS
1 Brace at Jt(s): 13
FORCES. (lb) - Max. Comj:JM� Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3---3381438, 34=-211511472, 4-5=-178"441, 5-6=-153811409,6-7=-171811477,
7-8=-1958/1555, 8-9=-1370/1018,9-10=-1377/1060
BOTCHORD 20-22=-1807/1133, 3-20=-1740/1176,19-20--�218/377,17-19=-1133/1986.
16-17=-869/1662,14-16=-869/1662.13-14=-106511684, 7-13=-1461251
WEBS 3-19=-92011621,4-17=418/333.5-17=-123/524.7-14=431/387,11-13=-854/1242,
8-13=-3411715, 8-1 1=-1033/841, 9-1 1=-857/1275,6-14=-2231454
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph;TCDL--4.2psf; BCD"- Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0to,1-8-0, Interior(1)4-8-0to 15-0-7, Extedor(2)15-0-7to
35-8-0, Interior(l) 35-8-0 to 38-2-4, Exterior(2) 38-2-4 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Liunber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurnent with any other live loads.
6) * Yhe truss has been designed fare 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, Will BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Ot=lb)
2=259,22=955,10=669.
8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.681 82
MiTsk USA, Inc. Fl. Cort 6634
6904 Parke East Blvd. Tampa FL33610
Date;
April 24,2019
WARNLVG-V�dfydlsfg.XmmetemBndR�DROMSONMISANDNCLUDEDU�REF�NCEPAGEMIP7�m� I&V31201581FOREUSE.
11 Th t; to don ndlsf on moll b flcfl� '.n.n' no'
m. a ......
0 - T
"s"'n v.'I' foa us. "y Is '.' n Is s. "am."'m s'.-' d 4d "' WGIC
'u.eVa'.m Before "'. In. ou'llIng cl-sE`v must "", 'he -""�1,111'y .1 cl.arn "a.m."a's no pr-p-dy'rl�.'o'ch` as
d " . ob'. I buck g l�d Rol trust �.b ndl.'Ch.,d member, "' idd".�.' "'mta., old bocing
bE 'Q "'IE er-�Ir' '2 � 'a PE." of I
s to "
I s b nd '.P'. Im p P.'s.ml, 'ju, d '.P., i g. F.,g.n .. I guld m"""'Ing a
a ,
f ol= r ad to' vr'c. 'a p do �.P.tuart 6904 Pallke East BWd.
.bll .1. 1 mg. d 1'.' no lr..'�g . as nl trusa 'a'arr' a..AN III I I Cat., . 'SM9 .d a I atalldl
to. �.xlbj. ft.m ru�sa f hu , . S I .
218 She., Su�'. 31 '122 1 Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
LT 11 WATERSTON -ST LUCIE
T16874432
1755775
All
SPECIAL
1
Job Reference (optional)
oullaers rmarCource, Nam Ully. I-L - Jdbbl,
1.543 STP
2
1
3X6 =
27 26 25 2.4 11
6x8 = 3x4 =
U.22US NOV l5XUlb Ml]eK industries, InC. WeaApre4lX:Jb:lJZU1U
ID:?lYDfltmYJl NmupVDA3te2z4H2S.bNNZ8SehmYqWZm�psrk?v43PC-_Cg8oz3911
5xB =
2x4 11 5X6
6.00 r1_2 7 33 834 35 36 9 2.4 11
_1595k A to
Scale = 1:80.8
3X4
37 11
4x6
1 .2
8 17
3, 9
8 1�?191
16 40 41 15 14 13
2X4 11 3X4 11 5X8 3X6 H
2X4 11
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-"
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017irPI2014
CS1.
TC 0.95
BC 0.80
VVB 0.97
Matnx-AS
DEFL. in
all
V t(LL) 0.66
Vert(CT) -0.88
Horz(CT) 0.47
(loc) Vdefl Ud
25 �804 240
25 �600 180
13 r1a n1a
PLATES
KAT20
MT20HS
Weight: 311 Ile
GRIP
2441190
1871143
FT = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2 *Except*
TOPCHORD
Structural wood sheathing directly applied, except end verlicals.
1-5: 2x4 SP No.1
BOTCHORD
Rigid ceiling directly applied. Except:
BOTCHORD Plot SP No.2 *Except*
6-M go bracing: 10-17
20-24:2x4 SP M 31,10-15: 2x4 SP No.3
10-0-0 oc bracing: 24-26,15-17
WEBS 2x4 SP No.3 *Except*
WEBS
I Row at midpl 6-21.7-19
3-24.5-24,24-27:2x4 SP No.2
JOINTS
1 Brace at Jt(s): 17
REACTIONS. ([blsize) 2=171610-8-0,13=163510-3-8
Max Hou 2=-362(LC 8)
Max Uplift 2=-868(LC 10), 13=-782(LC 10)
Max Grav 2=1 833(LC 15),13-1715(LC 16)
FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-3488/2l7I,3A---8867/54l5, 4-5=-881815438, 5-6=-3810/2550. 6-7=-290612096,
7-8=-2488/1977, B-9=-248811977, 9-10=-2437/1960, 10-11=-2436tl839,
11-12=-166411216,12-13=-1653/1245
BOTCHORD 2-27=-200513330,26-27=-171/277, 23-24=-296415050,22-23=-2965/5055,
21-22=-2055/3516,19-21=-1490/2688,18-19=-122612095,17-18---lP2612095,
10-17=-205/263
WEBS 3-27=-2983/1870, 3-24=-2767/4745,5-24---2391/4004, 5-23=A6/266, 5-22=-180911070,
6-22=-4991997, 6-21=-1219/827, 7-2I=-53Stl086,7-l9=-26912G9, 8-19=-391/446,
9-19=-4601829. 9-17=-314/527,14-17=-1016/15B2.11-17=-"0/1036,11-14=-12721978,
12-14=-1066/1565, 24-27=-2539/4228
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuit=l 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L--60ft; eave=7ff, Cat.
11; Exp C; Encl., GCpi=O.i 8; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 4-8-0, Interior(l) 4-8-0 to 13-0-0, Esdeflor(2) 13-0-0 to
2,q-0-0, Interion(l) 25-0-0 to 25-8-0, Extedor(2) 25-8-0 to 37-8-0, Interior(l) 37-8-0 to 38-2-4, Exterior(2) 38-2-4 to 44-2-4 zone;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 MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads.
6) * This truss has been designed fare live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
Joaquin Velez PE No.68182
7) Provide mechanical connection (byathers) of truss to bearing plate capable of withstanding 100 lb uplift atjolm(s) except Ot=lb)
MiTek USA, Inc. FL Cott 6634
2=868,13=782.
6904 Parke East Blvd. Tampa FL 33610
8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 112. gypsum
Date:
sheetrock be applied directly to the bottom chord.
April 24,2019
A WARNING- V.111yefcafghpam.cfera.dRISIDNOMS ONTHMANDINCLUDWM�KREFERANCEPAGEMX7473m� AVV342016BITOREUSE
boagn valid for use only wth Mlres,0 connector$. 11,1s design Is based only Won parameters shown, end Is for an indlvdual building component not
a huss system. Before use. the buildlng designer must verify the opplIcablift, of desIgn parameters and properly Incorporate this desgn Into the overall
bQ11dingdosIgn. Brccing indoaf6d! Is to prevent buciting of IndIvIdual trusswet, cnd/or Chord members only. Additional temporary and permanent bracing
Is always required for stability and to prevent colopse wlth possible personal Injury and property damage. For general guldonce regarding the
fabrication, storage, delivery. election and bracing of trussas and truss systems SeeANSaffPII Quo' CAteda, D8349 and ICSI Building Component
S.QY Lrifoornallonavorable from Truss Plate refillue, 2 18 N. Lee Sturet Su !2714.
MOW
69" Pence East or
Tampa, FL 33810
Job
Truss
Qty Ply
LT I I WATERSTONE-ST LUCIE
T16874433
1755775
Al2
1
�
Job Reference (optioned)
vulluers rm��Ouroe, riam ully, rL - JJObl,
2
23
&6 5XB
H.ZZUSNOVlbZUIUMileKina�tnes.inc. vveaA;prz41Z:6b:l44UJU
ID:?IYDtitmYJlNmupVDA3te2z4H2S-3ZwyLofKcAgh8jLmVILSOyY8BT'ilqfrltdp
3x4 5X6 5xG
6. 0 0 F1_2 5 6 29 30 7 31 8
22
2x4
Scale= 1:80.2
216 9�
' lbl&
14 36 13 12 11
2x4 11 2X4 11 SX8 3.6 11
LOADING (psl) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.26
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC20171TP12014
CSI.
TC 0.71
BC 0.97
WB 1.00
Matrix -AS
DEFL. in (loc) Well Ud
V t(LL) 0.45 21 >999 240
art
Vert(CT) -0.64 17-19 >826 180
Horz(CT) 0.31 11 n1a n1a
PLATES
MT20
MT20HS
Weight: 293 lb
GRIP
244/190
187/143
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied, except end verticals.
BOTCHORD 2x4 SP No.2 *Except*
BOTCHORD
Rigid ceiling directly applied. Except:
4-22,8-13: 2x4 SP No.3,15-18:2x4 SP No.1
10-0-0 Do bracing: 20-22
WEBS 2x4 SP No.3 *Except*
WEBS
I Row at midpt 4-19, 6-19, 7-15
20-23: 2x4 SP No.2
JOINTS
1 Brace at JI(s): 15
REACTIONS. Qb/sIze) 2=1725/0-8-0, 11=1640/0-3-8
Max Hom 2=-319(LC 8)
MaxUplift 2=-863(LC 10), 11=-780(LC 10)
MaxGrav 2=1824(LC 15). 11=1679(LC 16)
FORCES. (lb) - Max. Comp-IMax. Ton. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-3361/2107, 3-4=-473213067, 4-5=-3203/2225, 5-6=-2865/2095, 6-7=-285912112,
7-8=-210011690, 8-9=-2377/1800, 9-1 0=-1575/1164, 10-1 1=-1 62211228
BOTCHORD 2-23=-1 91313153,4-20---77311440,19-20=-262514357. 17-19=-1 79W3012,
16-17=-164212699,15-16---1642/2699.8-15---490/846
WEBS 3-23=-13161924,20-23=-208113427.3-20=-68211181,4-19=-178011180, 5-19=-64911135,
6-19=-385/184, 7-17=-131/640,7-15=-9601594. 9-12=-1235/965,10-12=-1053/1520,
9-15=-43511033,12-15=-96511487
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=4.2psi; BCDL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 4-8-0. Interior(l) 4-8-0 to ll-",.Exterior(2) 11-0-0 to
29-0-0, Intedor(l) 23-0-0 to 27-7-9. Extedor(2) 27-7-9 to 44-2-4 zone;C-C formembers and forces & MWFAS forreactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending,
4) All plates are MT20 plates unless otherwise indicated.
5) Tills truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) * This tress has been designed for a live load of 20.0ps! on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=863,11=780.
8) This truss design requires that a minimum of 7/16' structure wood sheathing be applied dirdetly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
Mi rok USA, Inc. FL Cott 6634
9904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
,&WARNING - Vd1yd1$19.,pamm.tc..dREADNOrES ON INS AND INCLUDED MffEKREFERANCEFAGEMX7M.�. 111TUADDISBEFOREUSE
'.Ign�.Idf- c-mno'c'-n d.� gn 11 bid ml' Upon P'a d Is to, on IndId b d C.-pon."' no'
m.". Us mg
'uas Z do n.1 g.. p'C. '.' cl n Me'. send 'r.P.""rlc.rp .... . h� do �"`n In'.
.'" . , O'C.,
Ou on "'-C�' ad I". proven, u on - ch 'I.
or mo E u.I vvb D, old M mb.r� ml, drone mp.r.
Ad end
-�2
0 p.an-n-m"Orocing
�.'vv �r. ur '.ve n d '. d �d n
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u' p �
MOW
to co�.r ov ,.C, on
lb, at �.n InEs ..a
c. d on do gc d rs �� li,, di In. C..'
I, up, C .. Il.' Cmd . I Ild .n.nl
6904 arkoEas Blvd.
p I
�pd IN to.. 'cm, '. plot. I tur a. I_g. �ulo" 2 �Dcrndd. v� 2"1,
Tamp.. Fl. 33610
Job
Truss Type
City
Ply
LT 11 WATERSTONE-ST LUCIE
t I
T16874434
1755775
SPECIAL
1
�
Job Reference (optional)
�1 ly ...... do,
UZZU S NOV 10 4U 10 M1 I ex mausures, me. wea
I ;do: 10 �u I U
2
5X6 -
6.00 F1_2 5
a4 It
4
&4 SX6 = 2.4 It 6x8
6 7 30 31 32 8 9
Scale = 1:80.2
24 23 3x4 15 14 13 12
3x6 5xB 3.4 11 2x4 11 3.4 It 5.8 axis -
LOADING (pso SPACING- 2-00
TCLL 20.0 Plate GOP DOL 1.25
TOOL 7.0 Lumber DOL 1.25
BCUL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/rPI2014
CSI.
TC 0.70
BC 0.90
WE 0.98
Maftix-AS
DEFL in (too) Well Ud
V I( CIL) 0.46 22 �999 240
a in
Verl -0.73 18-20 >729 180
Horz(CT) 0.35 12 fire ni
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 294 Ilb IFT = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied, except end verlicals.
SOT CHORD 2x4 SIP No.2 *Excepi
BOTCHORD
Rigid ceiling directly applied. Except:
4-23,8-14:2x4 SP No.3,16-19:2x4 SP No.1
10-0-0 do bracing: 21-23
WEBS 2x4 SP No.3 *Except'
WEBS
1 Row at midpt 21-24,6-20,7-16.9-13,10-12
21-24: 2x4 SP No.2
JOINTS
1 Brace at Jt(s): 16
REACTIONS. (lb/sil 2=172510-8-0,12=164010-3-8
Max Hom 2=-275(LC 8)
Max Uplift 2=-863(LC 10), 12=-780(LC 10)
Max Grav 2=1791(LC 15),12=1663(LC 16)
FORCES. ([b) -Max. CcmpJMax. Ten. -All forces 250 (11a) or less except when shown.
TOPCHORD 2-3=-3325/2142.3-4=-4279/2884, 4-5=-4286/3035.5-6=-311512260. 6-7=-3311/2395,
le,
7-8=-2479/1916,8-9=-2453/1897, 9-10=-177011364
BOTCHORD 2-24=-198113098, 4-21=-259/330, 20-21=-192113164,18-20---2145/3406,
17-18=-202113182,16-17=-2021/3182, B-16---2491267,12-13=-79511089
WEBS 3-24=-9951777,21-24=-2086/3217, 3-21=-465f784.5-21=-1036/1425,5-20---143/571,
6-20=-5561297,7-18=-851417,7-16---956/593,13-16=-1135/1948,9-16=-149712352,
9-13=-15341991,10-13=-2421694,10-12=-179411354
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=5.Opsf; h=15ft; B=66ft; L=60ft: eave=7f[; Cat.
11; Exic C; Encl., GCpi-0.1 8: MWFRS (directional) and C-C ExteriI -1-4-0 to 4-8-0, Interioril) 4-8-0 to 9-0-0, Exterl 9-0-0 to
21�3-10, Interior(l) 21-3-10to29-8,0, Exteflori 29-8-0 to "-2-4 zone;C-C formembers and fames & MWFRS forreactions she=;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) Tilis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except Gt=lb)
2=863,12=780.
8) This truss design reqUires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez FE No.68182
MiTek USA, In c. FIL Carl 6634
6904 Parke East Blvd. Tampa Fl. 33610
Date:
April 24,2019
WARNING- VisfirfrefesignMmoretemandRIS40NOTEs ON THISANOWCLUDEDMBEKREFE"NCEPAIE�74M�v.
Design valid for use only wth Mrsa connectors. This design Is based only u;oon parameters snown, and Is far an Individual bulding component. net
0 russ system, Before use, the building designer must verify the applicotellity, of design parameters and properly Incorporate fill design Into the overall
building design, Bracing Indicated is to prevent buckling of Incitiliducil trund web and/or chord members only. Addlfoncl temporary and permanent bracing MiTek*
Is always required for stability and to Prevent collapse with possible personal Injury and property damage. For generol guidance regarding the
fabrication storage, delivery. erection and bracing of ii and truss systemi seeANl Gur n22 C.Iteda. DSB49 and BCSI Building C-mP0n4nf 6904 Parke East B!,d.
Safety Infromiationavollable from TWO Plate Institute, 218 N. Leo Street, Suite Z 14. Tantpa, FL 33610
Job
Truss
Truss Type
Qty
STO -STLUCIE
T16874435
1755775
A14
SPECIAL
I
�=(optional)
r ....... rjam, 1.1y, r, . 40.0"
B.ZZU S NOV 1 b 21.11 U
Inc. VVeaAprZ41Z:Jb:1IZU1V
�l 2 2.4
4 5 28 29
a4 11 5.6 = 4X6
630 7 31 32 33 8
6.8
Scale = 1:80.2
lb
'h
23 22 3XB 14 13 12 11
3x6 5xS 2X4 11 2x4 11 2A I[ 5x9 3X6 11
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber COIL 1.25
Rep Stress [nor YES
Code FBC2017/TP12014
CS1.
TC 0.94
BC 0.93
INS 1.00
Matrix -AS
DEFIL - in (Ioc) Vdefi Ud
Venn) 0.57 17-19 >925 240
Ven(CT) -0.82 19-20 >647 180
Horz(CT) 0.37 11 Ida n1a
PLATES
MT20
MT20HS
Weight: 279 lb
GRIP
244/190
187/143
FT = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structumal wood sheathing directly applied, except end verficals.
BOTCHORD 2x4 SP No.2 *Except*
BOTCHORD
Rigid ceiling directly applied. Except:
4-22,8-13: 2x4 SP No.3
10-0-0 oc bracing: 20-22
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midipt 20-23,9-12
20-23: 2x4 SP No.2
JOINTS
1 Brace at Jt(s): 15
REACTIONS. (lb/size) 2=172510-8-0,11=164010-3-8
Max Horz 2=-232(LC 8)
Max Uplift 2=-863(LC 10), 11=-780(LC 10)
FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (Ild) or less except when shown.
TOPCHORD 2-3=-3215/2141,3-4---413312877, 4-5=405IR/2945,5-13=4002/2846, 6-7=-400212846,
7-8=-387212731,8-9=-2961/2151,9-10=-1682Jll9O,lO-ll=-1573/1180
BOTCHORD 2-23---1994/2858,19-20=-2219/3346,17-19=-248813887,16-17=-1923/2993,
15-16=-1923/2993, B-15=-914/672
WEBS 3-23---1024/852,20-23=-2128/3071, 3-20=443/852, 5-20=-795/1237,
5-19=451/932�
6-19=-371/399, 7-17=-4791443. B-17=-660/1084,12-15=-94011515. 9-16=-1454/2286,
912=-1250/925,10-12=�964/1532
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsi; h=15ft; B=66ft; L--60ft; eave=7ft; Cat.
11; Exio C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 4-8-0, Interior(l) 4-8-0 to 6-11-4, Exterior(2) 6-11-4 to
1"-0, Intedor(l) 19-0-0 to 31-8-0, Exterior(2) 31-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown;
Lu*nber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed fora 10.0 pal bottom chord live load nonconcument With any other live loads.
6) * 'f'his truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
2=863,11=780.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68i 82
MiTek USA, Inc. FIL Cert 6634
6904 Parke East Blvd. Tampa Fl. 33610
Date:
ApOl 24,2019
,&WARNING - Vcdfyd�sfg. Paramefers.dRSID NOTES ON THISAND INCLUDEONGEF(REFERANCEPAGEMIX7473 .1 10VOT20ISSEFORE USE.
elvo In In d build n compoil no'
D use Oly w In mne co'meo'Or' doagn " boed onV ucpn p"'O'neem own' Ond "'or On in V`O�Q' th 0 " �gn n
,,,s '01re use 9 bu'dng da"me""O' �-'fy "'. -pp"..b "tv of d-�'On p-r-n`.'-r` -no pop."Y'nco'p-romi
a I 'am tiv cried I� to P.V.rt b..k"" of hdV[du.1 must web ond/.' chord "'. beta .1y Adid"I t._P.r.,y nd P._.n.nt brocIng
I odIdIng d""'m 8'..,19 Indic
_.,a van pt. Win _b,. P.Z no, N ry rxt r.p.ry _.g gen. �c
noodled 1. Iv d 'co d To '.I gud � g".1ding t.
to - "..I. p
st ;' rI on on tx..'�g . ruda t..'s..ANS�lIQ CdI . D554 0 1 1 Ing r
b , . go .. cl�
Safety Infopor. no do, - . T '.t. rafl�t. f W." d 9 and d pop .. of
V ... .. Ir 218 N Street Su". " 2 '.x. "'� 'A 22; 1,
MiTeW
69(pt Parke East Blvd.
Tampa, FL 33610
Job Truss
These; Type
Cry Ply
LT 11 WATERSTON -ST LUCIE
f
T16874436
1755775 A15
MONO HIP
1
�
Job Reference (optional)
Bulders FirstSource, Plant City, FL - 33567,
8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:19 2019
11311 YDfItmYJ 1 NmupVDA3te2z4H2S-Q�
'7-11 1 94-' 3 3-5
.1,
1 117 4-111'
3x4 5.6 5,6
4 21 22 5 23 6 24 25 7
4r,6 =
826
Scale = 1:77.3
2.4 11
3X6 2X4 11 4x6 3x4 3x4 = 4x6 6xS
3,,B = 4,,6
0 i - 11�510,4 __o
87ig B _4
L .750 1
13-44 51 I'll OV, �
Plate Offsets (X,Y)—
[4:0-3-0,0-2-01, WIXI-0,0-301, [7:0-3-0,0-3-01
LOADING (psQ
SPA ING- 2-0-0
CS1.
DEFL.
in (too)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.62
Verl
0.40 13-14
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BIG 0.98
Ven(CT)
-0.61 14-16
>864
180
BOLL 0.0
Rep Stress Incr YES
WB 0.70
Hord(CT)
0.19 10
rVa
rVa
BCDL 10.0
Code FBC2017)rPI2014
Matrix -AS
Weight: 244 Ito FT = 20%
LUMBER -
TOP CHORD 2x4SPNo.2
BOTCHORD 2x4SPNo.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 10=1634/0-3-8, 2=1708/0-8-0
Max Hom 2=351 (LC 10)
Max Uplift 10---795(LG 10), 2=-859(LC 10)
Max Grant 10--1647(LC 15). 2=1781(LC 15)
BRACING-
TOPCHORD Structural wood sheathing directly applied, except end verticals.
BOTCHORD Rigid ceiling directly applied.
WEBS I Row at micipt 5-16.7-11,8-10
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11h) or less except when shown.
TOPCHORD 2-3=-3293/2174. 3-4=-288511968,4-5=-2577/1847,5-6=-329512196, B-7=-3113/1997,
7-8=-2038/1270
BOTCHORD 2-17=-223512971, 16-17=-2235/2971, 14-16=-?220/3154,13-14=-222813315,
11-13---181612760, 10-11=-979/1458
WEBS 3-16=-508/486, 4-16=-580/1036,5-16=-9381530,5-14=-18/387,6-13=-3951425,
7-13=,332/648,7-11=-I1511859, 8-11=-640/1277.8-10---2037/1383
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=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFPIS (directional) and C-C Exlemor(2) -1-4-Olo 19-5-13, Intemor(l) 19-5-13 to 38-2-4, Extedor(2)
38-2-4 to 44-2-4 zone;C-C formembers andforces & MWFRS forreatiations shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainageto prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * 77nis 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, With BCDL = 1 O.Opsf.
6) Pmvide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11J)
10--795,2=859.
7) Ttr.s truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
Mj'Tek USA, Inc. FL Cell 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
,& WMNWG- Vefi0ydaaBmpramaf...mdR�DN0rES ON MSANDWCLUDEDuffEKREFERMCEPAGEM�74nmx 100120158170REUSE.
Design valid for use only with Mffi connectors. This design is based only upon parameters slhc� and Is for an Individual building component, not
a thuss system. Before use, the building designer must verly the applicabrity of design parameters and propedy Incorporate this do5lgn Into Ithe overall
building design. Bracing IndIcated Is to prevent buckling of Indvidural truss m,b and/or chord members only. Additional temporary and permanent bracing
MITOIC
IS always required for stability and to Prevent collapse wiffn possible personal injury and property damage. For general guidance regarding the
foloric0fich, storage. delivery. erection and bracing of masses and truss systems. seeANSVjpIj Quality Criteria, D59-89 and BCSI Building Component
69N Parke East Blvd.
Safety Inifthmationa,drolol. from nuss Plate Institute. 218 N. We Street Suite 31Z Ajexendrla, VA 22314.
Tampa, FL 33610
Job Truss
Truss Type
Illy
Ply
LT 11 WATERSTONE-ST LUCIE
I I
T16874437
1755775 A16
MONO HIP
1
�
�
Job Reference (optional)
Furuars; riciiaource,
'Ishl URY, I-L - JJbb I,
8.220 a Nov 16
Industries, Inc. Wed Apr 24 12:36:21 201 U
SX6
3x4 SX6
5x6 =
Scale = 1:�.3
46 3X4 [I
16 is 14 13 12 11 10
3X6 5XIS — 3,cB MT20HS 3x4 3,vt = 3.6 6,rB
3XB MT20HS
i U i iW
Plate Offsets (X,Y)--
[4:0-3-0,0-2-01,[6:0-3-0.0-3-4].[7:0-3-0,0-3-41
LOADING lost)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Vdaf]
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.81
Vert(LL)
0.50 13-14
�999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.74
Vert(CT)
-0.74 13-14
>715
180
MT20HS
187/143
BCLL 0.0
Rep Stress Incir YES
WB 0.98
Hom(CT)
0.20 10
n1a
hire
BCDL 10.0
Code FBC2017rrPI2014
Marinx-AS
Weight: 228 Ita
Fr = 20%
LUMBER-
BRACING-
TOPCHORD
2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOTCHORD
2x4 SP Nail BOTCHORD
Rigid ceiling directly applied.
WEBS
2x4 SP No.3 WEBS
1 Row at midpt 5-16.8-10
REACTIONS.
(lb/size) 10--163410-3-8, 2=1708/0-8-0
Mant Hum 2=297(LC 10)
Max: Uplift 10=-789(LC 10), 2=-866(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD
2-3=-314612147, 3-4=-295512054, 4-5=-2639/i897, 5-6---3B2212547, 6-7=-3768/2400.
7-8=-2542/1591
BOTCHORD
2-16=-2129/2770,14-16=-2528/3626,13-14---2670/3997,11-13=-220613380,
10-11=-1294/1959
WEBS
3-16---323/373, 4-16=-656/1092,5-16=-12841780.5-14=-62t443, 6-14=-299/202,
6-13=-3391398. 7-13=-2861573, 7-11=-1194/877,8-11=-603/1186, 8-10=-237811581
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;TC[)L--4.2pst; BCDL--5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exis C: Encl., GCpl=0.18; MWFRS (directional) and C-C Exteriorl -1-4-0 to 17-5-13, Intedor(l) 17-5-13 to 37-11-2, Exlerior(2)
37-11-2 to 44-2-4 zone;C-C for members and forces & MWIFRS for reactions shown: Lumber DOL=1.60 plate grip DOL--11.60
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load rnmooncurrent with any other live loads.
6) * fhIs truss has been designed for a live load of 20.Opsf on the bofiam 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 ciapable of withstanding 100 lb uplift at joint(s) except 01=11a)
10=789,2=866.
8) Tilts truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsu m
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68H12
MITek USA, Inc. Fl. Carl 6634
6904 Parke East Blvd. Tampa FL 33GIO
Date:
April 24,2019
WMNING- VadJYdaW9.Pahs..te..dREADNOlrESr ON MIS AND NCLUDEDMffEKREFERANCEPAGEMX74n�v. larvaref,75BUOREUSE
Design vold for use only with MW9M COMErCtcrs. This design IS based only upon parameters snown. and Is for an hdivducl building component, not
0 truss system, Before use, the building designer must verify The applIcabillyof design parameters and properly Incorporate INS design Into The warrall
bulding design, Bracing indicated IS to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing
Is always required for Stability and TO prevent collapse with posvible personal Injury and property damage. For general guidance regarding me
fabrication storage. dalivehr. erection and bracing of Trusser end thuss systems, seeANSVTPII Qual Criteria. D31149andBCSIBulding Component
Sallatt, trifromationca,clable from Truer PJate Institute, 218 N. We street Suite 31Z Ansandfla. VA 22114.
MiTek*
6904 Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type
Ply
IV
LT I I WATERSTONE-ST LUCIE
I
T16874438
1755775
A17
Half Hip Girder
17 2
J
Reference (ootionall
Douuur� rir�iouuica, 11.�� luy, IL -
d.22USNOVIbZUIUM,IeKinaustnes,lnc. WeOApr2412:�5;�42UIU VSgel
6XB
6.00 5_2
Scale = I:n.3
4x5 = 4x6 = 7X10 = 4x6 � 4X6 � 7xlO = 4x6 = 2x4 11
22 4 23 2425 5 26 27 28 6 29 30 317 32 33 34 8 35 36 9 37 3B 10 39 1140
19 41 42 IS 43 4517 46 47 16 a 49 1550 51 14 52 53 54 13 55 56 12
I.5x8 STP 4x6 7xI0 4x6 4.6 7x10 4X6 4x6 6,11
4x6 =
19-R.A ,n, AA_�Q A��_n
1
7-0-0 1 5-6-8 1 5-3-0
1 5-3-0
1 5-3.0
5-3-0
1
5-3.0 1 5-3-0 o-S-8
Plate Offsets (X,Y)--
[3:0-5-4,0-2-71,[6:0-5-0.0-4-8],,19:0-5-0,0-4-81,[12:Edqa,0-4-4l,fl5:0-5-0,0-4-B],flB:0-5-0,0-4-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.46
Vert(LL) 0.53 16-17
�999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.31
Vert(CT) -0.65 16-17
>817
180
BCLL 0.0
Rep Stress ]nor NO
WB 0.60
Horz(CT) 0.12 12
n1a
n1a
BCDL 10.0
Code FBC2017/rPI2014
Matfix-MR
Weight: 591 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x6 SP No.2 *Except* TOP CHORC
1-3: 2x4 SP No.2
BOTCHORD 2X6 SP M 26 BOTCHORC
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 12=3307/0-3-8,2--303110-8-0
Max Horz 2=239(LC 8)
Max Uplift 12=-1 896(LC 8), 2=-1 717(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-622813421,3-4=-561B/3166,4-5=-8275/4663,5-6=-9762/5525,6-7=-10094/5717,
7-6---9288/5260,8-9=-7366/4163.9-10---4309/2411,11-12=-262/243
BOT CHORD 2-19=-3132/5511,18-19=-4104/7159,17-18=-5308/9236,16-17=-5819/10127,
15-16=-5693/9899,14-15=-4917/8538,13-14=-3437/5949,12-13---141212395
WEBS 3-19=-121212492,4-19=-2541/1455, 4-18=-91411856, 5-18=-15B5II052,5-17=-356/886,
6-17=-6251479, 7-16=-401387, 7-16=-987/700, B-15---565/1238,8-14=-191411233,
9-14=-1142/2230,9-13=-2794/1748,10-13=-1631/3127,10-12=-3703/2199
Structural wood sheathing directlyapplied or4-8-13 oc pudins,
except end verficals.
Rigid ceiling directly applied or 9-0-9 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 1 Old (0.131"x3') nails as follows:
Top chords connected as follows: 2x4 - I raw at 0-9-0 oc, 2x6 - 2 rows staggered at 0-M oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads am considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
pl;connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated.
3) Unbalanced mof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vuft=1 60mph (3-second gust) Vasd=f24mph: TCDL--4.2psf; BCDL=5.Opsf; h=1 5ft; B=66ft; L=601t; eave=-7ft; Cat.
11; Exp C; Encl., GCpi=o.l 8; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 bead ng plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
12=1896,2=1717. -
Joaquin Velez PE No.68182
MiTak USA, Inc. FIL Carl 6634
6004 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
WARNING - YvffYde�gr P.0...dREAD NOM ON THISAND INCLUDED MR�REFERANCEPAGEMIJ7473rev. lavaGol5BEFORE USE
0-Ign valid to'-. only -i"' Mrl-tIII Th � daMg� 1� based .
MF
fu. '.. Nor. �- a buta no d-`gn`xQ'v
.la ", d.dGn Ea. i, n' buc g racing
'a'.
MOW
iw. , I. ured I, no to
a in
pra�.n' coc.p'.
P�." p
5
a a
'i., �'c� an lbmcl�g ' lro.
6904 Parke East Blvd.
"
kirm. am ri"�a 2 B " a . ....
Ta.pa,FL 33610
Job
Of,
-T11 WATERSTONE-ST LUCIE
I
T16874438
1755775
1
N
Job Reference (optional)
Builders FiratSource, Plant City, FL - 33567, 8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:24 2019 Page 2
ID:?IYDfltmYJI NmupVDA3te2z4H2S.mUXkRDnbFExGLF6h4OWRo3ywaVIR3HFmABEEB5zNVdb
NOTES-
9) Hangeqs) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s) 91 Ilb down and 168 Its up at 7-0-0, 91 lb down and 168 lb up at 0-0-12,
91 lb down and 168 Ito up at 11 -0-12, 91 lb down and 168 lb up at 13-0-12, 91 to down and 168 lb up at 15-0- 12, 91 to down and 168 lb up at 17-0-12, 91 fa down and
168 Up up at 19-0-12, 91 lb down and 168 It, up at 21-0-12, 91 lb down and 168 [b up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 It, down and 168 lb up at
27-0-12, 91 Ita down and 168 to up at 29-0-12, 91 Its down and 168 Ita up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 Ib up at 35-0-12, 91 lb
down and 168 lb up at 37-0-12, 91 to down and 168 fla up at 39-0-12, 91 to down and 168 lb up at 41 -0�1 2, and 91 bi down and 168 lb up at 43-0-12, and 145 lb down
and 152 It, up at 44-2-4 on top chord, and 323 Ib down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 Its down at 11 -0-12, 66 Its down at 13-0-12, 66 lb down at
15-0-12, 66 Ita down at 17-0-12, 66 Its down at 19-0-12, 66 Ilb down at 21-0-12, 66 It, down at 23-0-12, 66 ft, down at 2570-12, 66 bi down at 27-0 , 12, 66 It, down at
29-0-12, 66 Is down at 31-0-12, 66 lb down at 33-0-12, 66 Its down at 35-0-12, 66 It, down at 37-0-12, 66 lip down at 39-0-12, 66 It, down at 41-0-12, and 66 lb down at
43-0-12, and 106 Ito down at 44-2-4 on bottom chord. The desigr�selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=-1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-3=-54, 3-1 i=-54, 2-12=-20
Concentrated Loads (lb)
Vert: 3=-91(B) 1 1=-145(B) 12=-61 (13) 19=-323(B) 5=-91(B) 16=-41(B) 8-91 (B) 13=-41 (B) 22=-91(B) 23=-9i(B) 24=-91(B) 27=-91(B) 28l 29=-91 (8)
30=-91(B) 31=-91(B) 32=-91(B) 34---91(B) 35=-91 (13) 36=-91 (B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-91(B) 41=-41 (B) 42=-41(8) 43=-41(B) 44=-41IB) 45=-41(B)
46=-41(8) 47=-41(8) 48=-41(B) 49---41(B) 50-41 (B) 51=-41(9) 52=-41(B) 53=-41(B) 54=-41(B) 55=-41(B) 56=-41 (B)
A& WARNNG-V.Iifyd.&gp..�.Wm.dR�DNOMS ON MIS AND INCLUDED MnrEKREFEF?ANCEPAGJFMX14Mre1 10113111159JEFOREUSE.
Design valid for U59 only With MIfek8 correctors. this design Is based only Won parameters shown and is for an InclAdual buildfng component, not
a truss system. Before use, the building designer must verity Me aIplaicabIlIty of design parameters and property Incorporate, this design Into Me overall
buldingdesIgn. Bracing Indicated a to Prevent buckling of Individual nuss web Ol Chord members only. Additional temporary and permanent bracing
Welc
Is always required for stabliky and to prevent collapse with possible personal InJury and property damage. For general guidance regarding Me
fabrication, storage. delivery, 9*00ri and bracing of Mimics and trups systems, see S Qu Cifterla, DS549 and BCSI Building Compartant
Sal [Nissomationaval from Truss Plate Institute. 21 B I We street S.rfi AN VTPII IM
6904 Parke East Blvd.
Tampa, FL 33610
Job Truss
-5 Type
Y-F
Ply
I I WATERSTONE-ST LUCIE
I
T16874439
1755775 B03
7COMMON UPPORTEDGAB'
S
1
1
JL.Tb Referen (optional)
duodena tirsusource, Vlam Udy, 1-1. - 33567,
8.220 a Noy 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:25 2019
IE):7zuNOAdEBoOdU2OWuKTi6czl Ulk-Fa56fZnDOY37vPhle6i aLGV9v%raQoswvPrzni
Scale = 1;34.6
4x6 =
18 17 16 15 14 13 12
2A I[ 2X4 11 2.4 11 5.6 2X4 11 2x4 11 2X4 11
18-8-0
Plate Offsets (X,Y)-
115:0-3-0,0-3-01
LOADING (psillf
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Ildefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL)
-0.00
11
n/r
120
MT20 244/190
TCDI_ 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT)
0.00
10
nfr
120
BCLL 0.0
Rep Stress lace YES
WB 0.12
Horz(CT)
0.01
10
n1a
ni
BCDL 10.0
Code `BC2017/TP12014
Matrix-R
Weight: 92 Ito FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOTCHORD 2x4 SP No.2 P BOTCHORD Rigid ceiling directly applied or 10-0-0 oc, bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 18-8-0.
(III) - Max Horz 2=-232(LO 8)
MaxUplift All uplift 100 111 or less at joint(s) 16,17i 14.13 except 2=-167(LC 10), 18=-1 17(LC 10),
12=-1 17(LC 10), 10---167(LC 10)
MaxGrav All reactions 250 lb or less atiolni 2,15,16,17,14,13, 10 except 18=267(LC 15), 12=266(LC
16)
FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (Ilb) or less except when shown.
TOPCHORD 4-5=-991280,5-6=-89/414, 6-7=-89/414, 7-8=-57/280
WEBS 5-16=-145/285,4-17=-111/261,3-18=-198/404,7-14=-143/285,8-13=-112/261,
9-12=-197/404
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;TCDL=4.2psf; BCDL=5.Opst; hl B=66ft; L=60ft; ei Cat.
11; Exle C; Encl., GGpi=0.18;_MWFRS (directional) and C-C Comi zone;C-C for members and forces& MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
4) Gable requires continuous bottom chord beading.
5) Gable studs spaced at 2-0-0 PC
6) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed foi a live load of 20.Cpsf 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.
8) I -Limber designated with a 'P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Berate or other
suitable treatment may be used if it does not corrode the plates. It ACQ, CBA, or CA-B treated lumber is used, improved comosion
Protection is required, and G 185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
9) Provide mechanical connection (by othe rs) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 14, 13
except Ot=lb) 2=1 67, 1 8=1 17, 12=1 17, 10--167.
10) Beveled plate or shim required to provide full bearing surface with Muss chord at joint(s) 2.
Joaquin Velez PE No.68182
MiTak USA, Inc. FIL Carl 6634
6904 Parka East Blvd. Tampa FIL 33610
Date:
April 24,2019
,&WARNING -Vadlydisafg.P....lervandREADNOTES ON MrilAND INCLUDED MITEICREFERANCEPAGEMU74M.. 10113142DISBEFORE USE.
Design vold for use only with MjTekG cormi This design 6 based only upon parameters shown, and Is for on individual building component, not
0 truse system, Before we. the building designer must verify Me applicability of design parameters and properly Incorporate the design Into Me overoll
building design, Bracing Ind1coted IS to Prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent broeng MITek'
Is always required for stal and to prevent collapse with possible parsand Injury and property damage, For general guidance regarding the
fabrication, storage, di creation and brocing of trusses and truss systems. seeANSVWIT Carol .89 and BCSI Building Component 69� Parl,. East 131W.
Sal Informationo,olloble from Truss Plate Insill 218 N. Lee street Suite 312, Alexandra, VA 221 Creator, DW
14. Tampa, FL 33610
Job
Truss
ype
CAy Ply
LT 11 WATERSTONE-ST LUCIE
T1687 0
1755775
B04
�TrussT
COMMON STRUCTURAL GA
1
-
Job Reference (optional)
Builders FirstSource, Plant City, Fl- - 33567, 8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:26 2019 Page I
ID:ZzuNOAdEBoOdU2OWuKT"i6czlUlk-itfLJsvomB_aZG4CpYvtU2EfJryXC53dViLG zNV`dZ
14-4-0 21-2 L-1- 130-0-0
g�2
k -11-" Z15�4 6-10-12 6- 2 71 IT f4-0
sx6 I-
5X6 =
6.00 [1-2
5X8 =
11 10
5xS =
3X4 11
12
0�53�5 18-3.8 21 0
gl
8.0.3 IN"
3X4 -
Scale = 1:55.1
Z
Plate Offsets (X,Y)--
f2:0-2-9.0-1-81,13:0-4-0,0-3-0],[4:0-2-0,0-0-4],15:0-4-0,0-3-01,16:0-2-0,Edgel,iil:o-2-o�o-i-81,fll:0-4-0.0-3-01,[12:0-2-0,0-0-21,112:0-4-0,0-3-4]
LOADING (psf)
SPACING- 2-"
CS1.
DEFL
in (loc)
11deft
Ud
PLATES GRIP
TOLL 20.0
Plate Grip DOL 1.25
TO 0.55
Ved(LQ
-0.21 12-35
>999
240
MT20 244/190
TOOL 7.0
Lumber DOL 1.25
BC 0.82
Vert(CT)
-0.45 12-35
>487
180
BOLL 0.0
Rep Stress Incr YES
WB 0.51
Horz(CT)
0.02 11
n(a
n1a
BCDL 10.0
Code FBC2017frP]2014
Mahrix-AS
Weight: 200 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 P
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 10-8-0 except 01=1ength) 2=0-8-0
BRACING-
TOPCHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
WEBS I Row at micipt 4-11
(11b) - Max Horz 2=340(LC 9)
MaxUplift All uplift 100 Ito or less atjoint(s) 9, 8 except 2=-392(LC 10). 1 1=-592(LC 10), 10=-125(LC 14),
6=-221(LC 10)
MaxGrav All reactions 250 fic or less atioint(s) 10, 9, 8, 6 except 2=727(LC 15). 1 1=1227(LC 15). 1 1=1 173(LC
1), 6=296(LC 16)
FORCES. (lb) - Max� Comp./Max. Ten. -All forces 250 (1b) or less except when shown.
TOP CHORD 2-3=-8891648, 3-4---667/570, 4-5---14/367
BOTCHORD 2-12=-349/982,11-12=-88/269
WEBS 4-1 1=-951/615, 5-1 l=-4SW528,4-12=-385J770, 3-12=-512/529
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=5.Opsf; h=15ft; B=66ft; L--60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedoq2) -1-4-0 to 4-8-0, Interior(l) 4-8-0 to 8-4-0, Exterfor(2) 8-4-0 to
20-4-0, Interior(l) 20-4-0 to 24-0-0, Extenor(2) 24-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSV7PI 1.
4) All plates are 2x4 K4T20 unless otherwise indicated.
5) Gable studs spaced ai 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * 11his truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
8) Lumber designated with a "P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved comosion
protection is required, and G 185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinfis) 9, 8 except at=lb)
2=392,11=592,10=125,6=221.6=221.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez FE No.68182
Mi rek USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL �33610
Date:,
April 24,2019
WARNWO - Verify d��9.p....Wsandf?�D NOTES ON THISAND INCLUDED MMEKREFERANCEPAGER�7473 re� 1�015BEFORE USZE.
lh 11 o me d b 5d n ov'n
D gn va"d 'o ue only v" N 0 c"`� 'h" 9"gn s o' on'y uo " for on Ind'i'duo' bu dog component not
�'on
191,
and
a g am 'on' -9 fine bo"cog de"'nor mu" ve" 1'e app"cobl" of de�go Poro'n and ProP`xy'ncomom'o 51 deIgn rdo the overall
ly
I
b 110 d.egn a In 1 0 - P
r.. g rt,_t d I� 1. 'event buc"Ing of Ind-1d..I ft.- -so �dl-r Nord --nrb.r�onl'y. Aodrt�.nol 1._P.,,.W -`xJ P.cm.nentbroclng
MiTelic
-I- q n'c n I d '.'a '. g-Id n gold n
b drd for I. y no I. rv.�. ' P w, P._ P._ a rjury m., n.'cl r. 1 0 me
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f. br g. or r .... . cl Me 3 1 C "S' . ,
y no or a of no Is. I a.- ey di� 4 d I IdMg CgroPor.rd
1 �
6904 P.�. EaM BNd.
Safe" fire... .' ,
.b . ft.. Tru. .,. .0 2,8 , Lee steel sure 3 1 2 Aex. cul.1 VA 22,1,
Tanpa, FL 33610
Job Truss
Truss Type
City Ply
LT 11 WATERSTONE-ST LUCIE
T16874441
1755775 B05
COMMON
3 1
�
Job Reference joiAbonal)
Builders, FirstSource, Plant City, FL - 33567, 8.220 s Nov 16 2018 MiTek Indushes, Inc. wed Apr 24 1 2:�U:Z/ ZU19 Fage 1
ID:ZzuNOAdEBoQdU2OWuK'Fi6czlU]k.B3Ds4FpUY9JrCirGmW480haNzjEhGYHCs9SWQzNVCIY
4-1 7-5-4 144- 1-2-12 28-8-0 0- 0,
-4 L14M
_14 7-5.4 _1�.1102 6-10-12 7�5
5,13 —
6.00 F1_2
Scale = 1:50�2
6
3x4 = 2x4 11 Sx4 = 3x8 = 2X4 11 3X4 =
LOADING (psQ
SPACING-
2-0-0
CS'.
DEFL in (too) 11deff L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL) 0.13 10-19 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.60
Vert(CT) -0.20 10-19 >999 180
BCLL 0.0
Rep Stress lincr
YES
WB 0.90
Horz(CT) 0.07 8 rda nfa
BCDL 10.0
Code FBC2017fFPI,
Matdx-AS
Weight: 138 fic FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOTCHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=113310-8-0,8=1133/0-8-0
Max Hou 2=-340(LC 8)
Max Uplift 2=-603(LC 10), 8=-603(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ild) Or less except when shown.
TOPCHORD 2-3=-1884/1329,3-5=-1295/1047,5-7=-1295/1047,7-8=-1884/i329
BOTCHORD 2-13=-956/1766,11-13=-956/1766, 10-11=-956/1638,8-10=-95611638
WEBS 5-11=-4751740,7-11=-773/577,7-10=0/299,3-11=-771/577,3-13=01299
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; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterhor(2) -1-4-0 to 4-8-0, Interion(l) 4-8-0 to 8-4-0, Exterioq2) 8-4-0 to
20-4-0, firterion(l) 20A-0 to 24-0-0. Extedor(2) 24-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1:60 plate grip DOL--1.60
3) This Muss 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 2-0-0 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 100 lb uplift at joint(s) except at=lb)
2=603,8=603.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied all rectly to the top chord and 1/2" gyp. sum
sh;etrock be applied directly to the bottom chord.
Joaquin Velez PE No.6811 82
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FIL 33610
Date:
April 24,2019
NARNNG- VedlydIsIgh"auneterschdRaDNOMS ON MIS AND INCLUDED MITER(REFERANCE PAGE efs,74"irel 11yisli BEFORE USE
Qesign valid for hise only With Mrsute connectors. We design a based only upon parameters Mo� and Is for an Individual building component, not
a truss e,stern. Before use, me building designer must verify Me applicability of design parameters and papery ncorporch, ffils design Into Me overall
buildirigdesIgn. among IndlCated Is to prevent buckling of adviduol trusswela and/or chord members only. Additional temporary and permanent bracing
Mew
is always re,ulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me
fabrication, storage. delivery, erection and bracing of trusses and truss systemi UseANSU'rell Qual Cifforia. DS549 and BCSI Building Component
Safety
6904 Parke East Blvd.
Tamp.. FL 33610
Infohroatecrovallable from Truss Plate Inshrute, 218 N. Lee Sheet, Suite 312. AJeo 2114.
Job
Truss
Truss Type
Qly
ILT LUCIE
T16874442
1755775
B06
HIP
1
711,WATEPSTON&ST
Job R ferance (optional)
Bunilders FirstSource, Plant City, FL - 33567, 8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:29 2019
it
5X8 �
5X8
6.00 [1-2
3� I- 3x4 = 3x4 = 3x4 = 3X6 -1
Scale = 1:51.9
LOADING (psf)
TCLIL 20.0
TCDL 7.0
BCLIL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017fTP12014
CSI.
TC 0.69
BG 0.88
WB 0.35
Matnx-AS
DEFIL
alif
V ftLL)
Vert(CT)
Horz(CT)
in (loc) Vdefl Ud
-0.24 11-13 >999 240
-0.50 It- 9 >693 180
0.07 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 131 lb FT 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOTCHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (lblaze) 2=113310-8-0,9=1133/0-B-0
Max Horz 2=-324(LC 8)
Max Uplift 2=-603(LC 10), 9=-603(LC 10)
Max Grav 2=1 177(LC 15), 9=1 177(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3---1967/1572,3-5---161811320.5-6=-1119/1167,6-8=-1619/1320,8-9=-1968/1572
BOTCHORD 2-13=-1198/1955,11-13---557/1226,9-11=-1198/1713
WEBS 3-13---5601629,5-13=-322165116-11=-3221651,8-11=-561/629
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind; ASCE 7-10; VuIt=l 60mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=601t; eave=7ft; Cat.
11; Expi C; Encl., GCpi=O.l S; MWFFIS (directional) and C-C Exterlor(2) -1-4-0 to 4-8-0, Interl 4-8-0 to 5-0-11, Extenor(2) 5-0-11 to
23-7-5, Intenorfl) 23-7-5 to 24-0-0, Extenor[2) 24-0-0 to 30-0-0 zone;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 poncling.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * T�his 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, With BCDIL = I O.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except at=lb)
'2=603, 9=603.
7) This truss design requires that a minimum of 7/16" stnuctural wood sheathing be applied directly to the top chord and 112' gypsum
shtetrock be applied directly to the bottom chord.
Joaquin Velez PE No.69182
MiTek USA, Inc. FIL Cart 6634
6904 Parka East Blvd. Tampa FIL 33810
Date:
April 24,2019
,& WARNING - WIffy d�siq. xv .. fays.dREAD NOTES ON TRISMI) INCLUDED MMEKRE!'ERANCEPAGEARP7471M. IMAJOTIS BEFOREUSE.
Ded"n vo 10, use only with M"" cor'noclor' ft"' dec"'T 6 bused on"' u'or "Eme"u" shown and 0 'or on'Eduo' "u""'g Component no'
'Ild
a "us"s am 'eore U's the bu"d"' co"ItIns, must vety "'a opp"cobIlt, or deegn Po"'me""' Ond p"'Pe"Yncoporo"' "" de,'gn n1orhe ovo'o"
d �g dasgn E..Irg Ind.m-d st. prevent bu.kli�g of ITIcuttl ftu_ -.b -dl.' h.,d m mb.-.nly Addit.�-I t.-P.r." ir'd P.mr-nem brochg
r.qu'a' for s'.b tv 'd to v.ntc., I. I P.��o' h, � on � Party m.g. For Q. ,.I Q
d n uld G-,d ng the
r.
Is- r.g. r. �' 0oc I-P . Pcss ttxr� u c 3 11 - C . DS tion I g
too 6� P . ng AN a M dG M III I hildir
Saf." Mr. nov. o". ft.. "u. ".m'rcftu'. f '8 as - .at Su". 3, ..... d". , .24
2 N L. S 2 2
Mel(
69N Pa*e East BWd.
Ta.p., FL 33610
Job
Truss
'uss Type
Qty Ply
LT 11 WATERSTON E-ST LUCI E
T16874443
1755775
B07
ROOF SPECIAL
L
1 1
1
_
Job Reference (optional)
Builders FirstSouroe, Plant City, FIL - 33567,
B.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:29 2019 Page 1
ID:ZzuN0AdESoQdU20WuKTi6czt1 Ulk-7SKdUxrk4rZZR1?ftx6cV6thLWlwka2VJTx?sJZNVdW
12-10-7
11,7-0 15-0-0 a 8 0 310-0.0
oo-a 2-1-8 7-V 12
1-3-7 scale = 1:51.9
5X8
4x10 MT20HS
5X6 �
6
3x4 = 2x4 // 3x8 — 3X4 = 3X6 = 3X6 --
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
SGDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017[TP12014
CS1.
TC 0.78
BC 0.80
WB 0.43
Mabix-AS
DEFIL
on
V, t(LQ
Vert(CT)
Hom(CT)
in (loc) Idetl Ud
-0.18 10-12 �999 240
-0.40 10-19 �868 180
0.07 8 nta n/a
PLATES GRIP
UT20 244/190
MT20HS 187/143
Weight: 146 lb FT 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOP CHORD Struictural wood sheathing directly
applied.
BOTCHORD 2x4 SP No.2
BOTCHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=113a(0-8-0,8=1133/0-8-0
Max Hom 2=326(LC 9)
Max Uplift 2=-603(LC 10), 8---603(LC 10)
Max Grav 2=1 154(LC 15),8--1 i59(LC 16)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2007/1459,3A---1503tl2l9,4-5=-1295/1189,5-6=-135811242,6-7=-1650/1304,
7-8---1927/1470
BOTCHORD 2-13=-1 1 19/1948,12-13=-1 13911893,10-12=-553/1187, 8-10=-1 1OW1681
WEBS 3-13=01273, 3-12=-5251505, 6-12=-3081548.6-10=�315/648,7-10=-487/528
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=1 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpj=O.l 8; MVVFRS (directions[) and C-C Extedor(2) -1-4-0 to 4-8-0, Interior(l) 4-8-0 to 5-6-8, Exterior(2) 5-6-8 to
21 -0-0, Interlion(l) 21-0-0 to 24-0-0, Exlerior(2) 24-0-0 to 30-0-0 wne;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL--11.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads.
6) * T%s 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, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift . at joint(s) except jt=Ib)
2=603,8=603.
8) Th's truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MfTek USA, Inc. FIL Carl 6634
6904 Parke East Blvd. Tampa FIL 33610
Date:
April 24,2019
A WARNING- VerUydeWgn�rametersand)?IVIDNOTES ON MISAND INCLUDED IJMFKRU�CEPAGE�7473.. 1�15BEFOREUSE
vo 0 ne 0 so' a In
Dg,,gn dlouso nIw1h c nn d �gn I d In and n dvldu Idn onem�noc
or' 0 '3 or"y U00"o"ame'e"' "'or a b oomp
0' " '
em Be "
o I are Ue the bu"T"Q do9gne'm I , Po, the vo
fyff� O'n d � gn Into 'o"
u" -PP -b p
". g '. v., It
b�jc,n, d..gn . �g ax�,c ad l� to prevent to bccing
o' n " ' da.'gn '.P.'y mp.,.,y �d
r' of dr-du.1 - T ond/.r .1d _--b.� only Addb.�.l t.
MOW
P._.n.rl
b ovv.,� r. r. to ".", �cl to prove In P._" to I
d r itt I C ". ' "t ' r. n Ud n '. In
. on n nd I P.nv do g. For g. ,.I g go" , In.
.t.� d.".ry erector nd bm.Ing . �I, ANSMII Q IiCril.do . 05,49.. a I 111111 1.0 C.
txd. irrearra.W.."."q trm Tru. H.'. , of In. Lee �.., eu, -m� I. . , - � I , d d t
In . 211 N 1.3 2 A dri A
69M Parse East Blvd.
Tarnpa. FL 33610
Job Truss
Truss Type I I
City
LT11 WATERSTONE-STLUCIE
T16874444
1755775 BOB
ROOF SPECIAL
�Ply 1
I
�
�
Job Reference (optional)
Builders FirstSource, Plant City, FL - 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:30 2019 Page 1
ID:ZmNOAdEBoQdU2OWuKTi6czl Ulk-beu?iGrMr4hP3AarRfdr2KCU�C7SyBfY7hYPIzNVdV
4,01 11G:l O-'7j L-0 22-2-9 L-0 0
_O _3_1
1-4 2 5 4' 1580 I-a-u 6�1 7' 104
Sx6 =
Scale = 1:51.9
OJT
1
6
US � 3.4 = �4 = 3X4 = 3x4 = 3X6 =
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress ]nor YES
Code FBC2017rrPI2014
CSI.
TC 0.67
BIG 0.87
WB 0.76
Matnx-AS
DEFL.
Ven(LL)
Vert(CT)
Hou(CT)
in (too) Well Ud
-0.28 11-13 >999 240
-0.45 11-13 >762 180
0.07 9 n1a n1a
PLATES GRIP
MT20 244/190
Weight: 146 lb FT 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (lb/sIze) 2=113310-8-0.9=113310-8-0
Max Horz 2=326(LC 9)
Max Uplift 2=-603(LC 10), 9=-603(LC 10)
MaxGrav2=1160(LC15),9=1165(l_C16)
FORCES. Ila) - Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown.
TOPCHORD 2-3=-1948/1550.3-4=-1671/1331,4-5=-148311279,5-6=-1714/1515,6-8=-1691/1336,
B-9=-1940/1468
BOTCHORD 2-14=-121511934,13-14=-85511631,11-13---551/1186,9-11=-110211677
WEBS 3-14=-360/421,4-14=-247/451,5-13=-71B/656.6-13=-6121885,6-11=-35lf726,
8-11=-48a/527
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=5.Gpsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cal.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 2"-0, Interfor(l) 21 -0-0 to 24-M. Exterior(2) 24-M
to 30-0-0 zone;C-C for members and fames & MWIFRS 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 bottom chord live load nonconcurrent With any other live loads.
5) * TJris 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, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=603,9=603.
7) This truss design requi res that a minimum of 7/16' structural wood sheathing be applied di rectly to the top chord and 1/2' gypsum
shoetrock be applied directly to the bottom chord.
Joaquin Velez PE N o.681 82
Miffek USA, Inc. FIL Carl 6634
6904 Parke East Blvd. Tampa FIL 33610
Date:
April 24,2019
,&WARNING -VedQydSSI9�;vS...h...RdRJE4ID NOTES ON MISMDWCLUDEDMffEKRU�CEPAGEM�7473mx MA132015BEFORE USE
Design yard for use only with NIMSIS conneCtors. This design 6 based only upon parameters snown, and Is for an lndMdud building component, not
a truss system. Before use. Me building desIgnor must verify the cipplIcoblilty of design parameters and properly Incorporate this design Into the overall
burdingdesign, BracIng Indicated IS R, prevent buckilng of Individual trus web and/or chord members only. Addfltor�al temporary and permanent brachg
MW
IS always requIred for stability and to prevent collapse with posallaro pemoral injury and property damage. For general guldonce regarding the
fabdaction. storage. delivery, erecton and brochg of trusses and MISS systems, seeANSVRPII Quallty Criteria. DSB49 and DOI trulding Component
Safety
69N Pa*e East Blvd.
Tampa, FIL 33610
Infornsationovallable from Two Plate Insfiftte. 218 N. Lee Street. Suite 312. Aleandra VA 22314.
Job Truss
Truss Type I I
Ott, Ply
LT 11 WATERSTONE-ST LUCIE
T16874445
1755775 B09
ROOF SPECIAL
1
�
�
Job Reference (optional)
Builders FirstSource, Plant City, FL - 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apt 24 12:36:31 2019 Page 1
ID:Z2uN0AdEBoQdU20WuKTi6cz1 Ulk-3qSNvm_cOpGhK81?M84aYd3JKYcBO1 onnQ5xBzNVdU
4-0 & 1117 15-0.0 2-(Q� 1 0.
-I- '�5_ - — I I - i ? A2 11"428
1 — . 51 6-1.5 6V 1
1-4 0 4 a 7
Softie = 1:51.9
5X6 =
6
SO = 3A = 3X4 = 3x4 = 3X4 = 3X6 =
LOADING (psl)
TCLIL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-"
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress that YES
Code FBC2017/TPI2014
CSI.
TC 0.69
BC 0.85
WB 0.78
Matrix -AS
DEFL.
Vert(LQ
Veft(CT)
HorqCT)
in (too) I/defl Ud
-0.26 10-12 �999 240
-0.46 10-12 >753 180
0.06 8 n/a n1a
PLATES GRIP
MT20 244/190
I Weight: 141 ge FT 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD Structural wood Sheathing directly applied.
BOTCHORD 2x4 SP No.2
BOTCHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=113310-8-0.8--113310-8-0
Max Hoa 2=326(LC 9)
Max Uplift 2=-603(LC 10), 8=-603(LC 10)
Max Grav 2=1164(LC 15),B--1170(LC 16)
FORCES. (lb) - Max. Comp-i'Max. Ten. -All forces 250 (lb) or law except when shown.
TOPCHORD 2-3---184711416,3-4=-1656/1402,4-5=-1813/1514,5-7=-1748/1377,7-8---1944/1447
BOT CHORD 2-13=-1 04611806,12-13=-1 12a/l 934,10-12=-56011201, 8-10=-1070/1676
WEBS 3-13=-2521515, 5-12=-593/919, 5-10---37B/768, 7-10=-467/505, 4-12=-5961635,
4-la---4831243
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=1 60mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=-7ft; Cat.
11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 21 -0-0, Interhor(l) 21 -00 to 24-", Exterior(2) 24-0-0
to 30-0-0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDIL = 10.0ps.f.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 [b uplift at joint(s) except 011=11b)
2=603,8--603.
7) This truss design requires that a minimum of 7/16' structural wood sheathing be iipplied directly to the top chord and 1/2" gypsum
sheatmck be applied directly to the bottom chord.
Joaquin Velez PE No.68`182
MiTek USA, Inc. FL Carl 66U
6904 Parke East Blvd. Tampa FIL 33610
Date;
April 24,2019
,&WARNING -Vvl1yd1xt9.�...Ix..dR1!ADN0T1i ON MSANDMCLUDW�KREPERANCEPAGEM&74M.�. I&MV2,715BEFOREUSE
Design valid for use only with NIffelartconneciors. this design x based only upon parometertsirrown. end is for an Individual buldIng component, not
a fil,as system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate ItIls design Into the overall
bullssirgdesIgn. Bracing Indicated is to prevent buckling of hall tress web and/or chord members only. AdddlonaltemporoTondpemo�entbruchg
M!Tek
Ill always required for stability and to prevent collapse with Possliele personal Injury and property damage. For general guidance regarding the
fabrication, Marcos. delivery. erection and bracing of trusses and truss systems seeANSVINI Quality CrIferla, DSIF59 and BCSI Building Compai ... I
69U Parke East Blvd.
Saf.ty from Trun Role Institute. 216 N. too Street Suile 31Z Alexandria. VA 22314.
Tampa, FIL 33610
Job
Truss
Oty, Ply
LT 11 WATERSTONE-ST LUCIE
T16874446
1755775
B10
IAL
1
Job Reference (optional)
Builders FirstSource, Plant City, FIL - 33567,
8.220 a Nov 16 2018 MjTek Industries, Inc. Wed Apr 24 12:36:33 2019
6
Scale = 1:51.9
SX6 =
3x4 = 3X4 = 3x8 = 3X4 = 3x4 = SxS =
Dl�
6
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
'CNG_ 2j0
SPA �O
Plat, Grip DOL 5
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC20171TP12014
I CS'.
TC 0.66
BC 0.86
INS 0.88
Mamx-AS
D EFL
V.,t( Q
VerdCT)
Horz(CT)
in fioc) Well Ud
_0.28 11-13 �999 240
-0.49 11-13 >698 180
0.07 9 We n1a
PLATES GRIP
MT20 244/190
Weight: 145 lb FT 20%
LUMBER.
BRACING-
TOPCHORD 20 SP N1.2
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 20 SP NO.2
BOTCHORD
Rigid coiling directly applied.
WEBS Px4 SP N0.3
REACTIONS. (Iblsize) 2=1133/0,8-0.9=113310.8-0
Max Horz 2=-326(LC 8)
Max Uplift 2=-603(LC 10), 9=-603(LC 10)
Max Grav 2=1 162(LC 15), 9=1 168(LC 16)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2.3=-1955/1418.3-4=-1762/1372.4-5=-181611375,5-6---1897/1552,6-8=-1747/1343,
8-9=-1 943/1415
BOTCHORD 2-14=-106311918,13-14=.1225/2158, il-13=.52311197,9-11=-1051/1675
WEBS 3-14=-328/615,4-14=-615/376.4-13=-483/425.5-13---3l5i357.6-13=-663/1042,
6-11=-385f775, 8-11=-4681516
NOTES-
1) 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=5.Opsf,, h=1 5ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exto C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterion(2) -1-4-0 to 6-10-7, Interior(l) 6-10-7 to 9-0-0, Extedor(2) 9-0-0 to
21-M, tntedor(l) 21-0-0 to 24-0-0, Extedor(2) 24-M to 30-0-0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
5) * TPis 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, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joinfis) except Ot=lb)
2=603,9=603.
7) This truss design requires that a minimum of 7/161 structural wood sheathing be applied directly to the lop chord and 1/2' gypsum
shetetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa Fl. 33610
Date;
April 24,2019
WARNWO-Vsn1yd.S19.Wst1..d9E4D NOTES ON MSANDINCLUDEDUffEKR��CEPAGEM�74MMK 1OW2015BEFOREUSE.
Ild IT "" onn rh dolg b eal n14 an pora"'ele's 'ho and Is Ic'on Individual tou"d ng con"Noe ' no'
DOE vo a 'or use 00" W' ng do e, a, P"cob of delgn poro"re's 'and P'o r'y ncor 'o
m le"ore 1 9 bu"d' Is "on mu"v do wndl
m Mne c ec'o* 0 0 " a' 0 yup pa co '8 IN, sgo nl�lh On.m brocIng
n oted to P �n of hd b h.d -a lo.�.nly dltl.n.
culdnxg d eg -Ing d" E.
0 "h" Te op Ad I t. �.'y -�d rm.
v IY po nd prp.rry c-m-g. '.' '.na'd guld �.gced' 0'.
b.'_. '.q.sdllxs'.b" F". ".van' w" _bl. P.
1.b sc' g. d., .. CV.n an tru..s s a. 3 11 . C So go.
AN W Q M 0 4 a I itaffiting C
f. to.. .,I. Truss P, d b in .1 d I.- m . D d _.p ... t
Ilks in bl. f, t. 1 11. 218 W L.. Su..I, ka 3, Z 'A 22; 1 4
MjTek
6904 Parke East Blvd.
Tarnpa, FIL 33610
Job
Truss
Type
%ST LUCIE
T16874447
1755775
Bit
all
Builders FirstSource, Plant City, FIL - 33567,
8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12;36:34 2019
ID:ZzuNOAdEBoQdU2OWuKri6czl Ulk-UP8VYeutvJBrYotcgVinCANZi)CZUOoFET]fmr
1 22-0-5 28-8-0 .30�
5x6 =
Scale = 1:51.9
7
3x4 = 3,8 = 3X4 = 3X4 = &4 = 3x6 =
1YO71 *_7
11
10 ';2
1
19-6-14
1
L 0
I
g2
3�161 � T6
141
1
9.1-13
LOADING (psQ
SP ING-
2-0-0
CS1.
DEFL.
in (too)
Well
Ud
PLATES
GRIP
TCLL 20.0
Plate Gnia DOL
1.25
TC 0.74
Vert(LL)
-0.28 11-13
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.84
Vert(CT)
-DAB 11-13
>719
180
BCLL 0.0
Rep Stress [nor
YES
WB 0.63
Horz(CT)
0.07 9
n1a
n1a
BCDL 10.0
Code FBC20171TPI2014
Matfix-AS
Weight: 142 lb
FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING-
TOPCHORD Structure wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 2=113310-8-0,9=1133/0-8-0
Max Hom 2=-326(LC 8)
Max Uplift 2=-603(LC 10). 9=-603(LC 10)
Max Grav 2=1 1 60(LC 15), 9=1 1 67(LC 16)
FORCES. (lb) - Mau�. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3---202511398, 3-4=-2244/1560, 4-5=-259PJ1801. 5-6=-163511377, 6-8=-1742/1318,
8-9--1938/1387
BOTCHORD 2-14=-106012008.13-14=-113B/2114,11-13---51211210, 9-1 1=-1024/1671
WEBS 3-14=-487/830, 4-14=-1094/725.5-14=-3551643.5-13=-651/594, 6-13=-474/914,
6-11=-373,768, 8-1 I=A67/602
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=l 60mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf; BCDL--5.Opsf; h=1 5ft; B=66ft; L=60ft; eave=-7ft: Cat.
11; Exia C; Encl., GCpi=O. 18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 4-10-7, Interior(l) 4-10-7 to 9-0-0, Extedor(2) 9-0-0 to
21 -", Interior(l) 21 -0-0 to 24-0-0, Exterior(2) 24-0-0 to 30-0-0 zona;C-C for members and forces & MWFRS for reactions show;
Lumber DOL--1.60 plate grip DOL--1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed fare 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) * TDis truss has been designed for a live load of 20.0p�f on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinfis) except Ut=lb)
2=603,9=603.
7) This truss design requires that a minimum of 7/16' Structural Wood sheathing be applied directly to the top chord and 1/2" gypsum
shoetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
Nil ralk USA, Inc. FIL Cort 6634
6904 Parke East Blvd. Tampa FIL 33610
Date:
Aprii 24,2019
WARNING- Venlydesignpammetem wdRE4D NOTES ON M�AND INCLUDEB MITEKREFERANCEPAGEAJ�7� rov. 1403,2015BEFOREUSE,
- --mp-Enl., ."
Id f wth n, d.slgn b-sed. 1,M.n,. d Is for on in Id. to din
'-s"n �-1 - only Bac-n .. tos Is is . . ... s ' on 2v .1 '
6. 'tcg a;
mus' '.'a 'no bu'Tc.1cn-n`u"v -op '.'on p .. . .. " ,d P'.P." 'nc.,ora . ... d
am o"m "m r". In '.'0"
7
d.agn 'Fmg Indicated �'. P.v.nl lu-J, , Ind1lo..' �.'.Id'-' Old dt.nO'-rnP.'.' no Perm. on, bracing
.
oullcino g
s O�gys r Ottvand .,an, go". m poss'l. P. ; O"�' no �. '.' Ban .. I . 6 c '. �" me
n s, Ird lo"". 'a P O's '-p do ud n old
'.o. very, r. .cn as nO '. nn, see., I n B
;. call cl.n b .' I . d , �dldln. .Pn.m
Erc
69N Pa�e East Blvd.
Tarnpa, FL 33610
I, in 1. 2 vA 2i
.. nov ... .. rn 'nas .,a ms'� 'a� u.. , a
Job
Truss
I I
Oty Ply
LT 11 WATERSTONE-ST LUCIE
T16874448
1755775
B12
er
I
�
Job Reference (optional)
Builders FirstSource, Plant City, FL - 33567,
8.220 a Nov 16 2018 1 Industries, Inc. Wed Apr 24
4X6 —
Scale = 1:47.2
3x4 = 5xB = 3x8 = 46 = 31 — 5.6 =
LOADING (pso
TOLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip COIL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TPI2014
CS1.
TC 0.48
BC 0.90
WB 0.64
Matrix -MR
DEFL
V I( CIL)
art
Vert(CT)
Hoa(CT)
In ([do) Well Ud
-0.26 11-13 >999 240
-0.46 11-13 >668 180
0.05 10 rda n1a
PLATES GRIP
MT20 244/190
Weight: 144 Ils FT = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SO No.2
TOPCHORD
Structural wood sheathing directly applied or 3-0-15 do purlins,
BOTCHORD Px4 SP Noi
except end verficals.
WEBS 2x4 SP Noi
BOTCHORD
Rigid ceiling directly applied or 6-2-6 oc bracing.
REACTIONS. (Ibi 2=906/0-8-0, 10=934/0-3-8
Max Horz 2=277(LC 7)
Max: Uplift 2=-555(LC 8). 10---449(LC 8)
Max: Grev 2=906(LC 1), 1 0i 14)
FORCES. (11h) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-1604/T72,3-4=-2359/1124.4-5=-2874/1420,5-6=-15591749,6-7=-1604/868,
7-8=-1 1421628
BOTCHORD 2-14=-740/1530.13-14=-889/1954,11-13=-330/926, 10-1 1=-43MO8
WEBS 3-14=-521/1197, 4-14---1264/671, 5-14=-48511035.5-13=-536/380. 6-1 3=-284/227,
7-13=-41011000. 7-11 =-711316, 8-1 0=-1 191/560
NOTES-
1 ) Unbalanced ri live loads have been considered for this design.
2) Wind: ASC E 7-10; Vult=l 60mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf; BCDL=5.Opsf; h= 1511; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpl=O. 18; MW FRS (directional); Lumber DOL=1.60 plate g dp Di
3) Provide adequate drainage to prevent water ponding.
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 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 101
6) Provide mechanical connection (by others) of truss to bearing plate capable of wiffistanding 100 Its uplift at joini except Ut=lb)
f�=555, 10=449.
7) Hanger(s) or other connection dei shall be provided sufficient to support concentrated load(s) 31 lb down and 114 Its up at
1-6-8 on top chord, and 67 Is up at 1-6-B on Sottom chord. The design/selection of such connection device(s) is the responsibility of
others.
8) Ion the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increai
Uniform Loads (plo
Vert: 1-3=-54.-3-4=-54,4-7=-54. 7-9i 10-15=.20
Concentrated Loads (11b)
Vert 3=73(F) 18=45(F)
Joaquin Valor PE Noi
Ii USA, Inc. Fl. Cott 6611
6904 Parke East BlVd. Tampa FL 33610
Date:
April 24,2019
kA WARNING- VehrYderIgn P�hvs ond1nE4D NOII ON MISAND INCLUDED MMEKREFERoINCEPAGE M&74Mmv. 1,1=2016BEFORE USE
Deogn volld for use any with MIroke connectom. �his design Is based only upon parameters shovin, and is for an Individual building component. hot
a truss system Before use. he building designer must verify he cipplicablity of di parameters and properly Incorporate this design Into he overall
building design. Bracing Indicated Is to prevent bucking of hi tarls web and/or chord members only. Acclitonal temporary did permanent bracing
Met(
Is alwo,sa required for stability and to prevent collapse wim possible personal hury and property damage. For general guidance regarding he
fabrication. storage. delivery. erai and WacIng of trusses and li sydem& saeANSVgII Qu Cifforla, ci and IICSI lilulding Component
Si Informationci from TruM Plans Ini 218 N. Lee Street, Suite 312, Aexa 29214.
690,% Parke East Blvd.
Tai FL 33610
Job Truss
Truss Type
City
Ply
LT I I WATERSTONE-ST IUCIE
T16874449
1755775 C1
I Jack -Open
6
�
Job Reference (optional)
bulaers i-Irsmource, riant ully, VL - dd=/.
mezu a mov io 4vi a rm i eK inausines, mu. �'.. �P' .� , ....... .
I
LOADING (psQ
SPACING-
2-0-0
CS1.
DEFL.
in
(too)
Well
Ud
TCUL 20.0
Plate Grip DOL
1.25
TC 0.20
Vert(LL)
0.00
5
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.04
VerfiCT)
0.00
5
>999
180
BCUL 0.0
Rep Stmss Incr
YES
WEI 0.00
Horz(CT)
0.00
4
n1a
r/a
BCDL 10.0
Code FBC2017frPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
Scale = 1:7.6
PLATES GRIP
MT20 2441190
Weight: 5 lb FT = 20%
BRACING-
TOPCHORD Structural wood sheathing directly applied or 0-11-4 oc purfins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=-3/Mechanical,2=15a/0-8-0,4=-15/MechanicaI
Max Horz 2=79(LC 10)
Max Uplift 3---3(LC 1), 2=-195(LC 10), 4=-IB(LC 1)
Max Grav 3=20(LO 10), 2=164(LC 15),4--44(LC 10)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vulft=1 60mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf; BCDL=5.Opst; h=I Sft: B-6611; L--60ft; eave=7ft; Cal.
11; Exp C; Encl., GCpi=O. 18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psl' on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinfis) 3, 4 except 6t=l1b)
2=195.
Joaquin Velez PE No.611182
MITek USA, Inc. M. Carl 6634
6904 Parke East Blvd. Tampa FL 3361D
Date:
April 24,2019
WARNING - Vedly &SIgn pmm.efersandRE41D NOTES ON THISAND MCLUDED MgEKREFERALNCEPAGEM1P74Mrev. laMOISSEFOREFUSE.
"Vold Je 0 V Muekxeommec'o� 9"07 a ad only n 'OMO'9'llh and Nolan ldviduo' 6 ng oompooern nor
"am Be'o'o "a ' 'e g"e' m "g"'"'o"'gova'011
h no b la d og de� va"' the opp"Oob By 0, d �90 porome'e" and properly cc a' 1W d
dl.. d b 1. P, b..k of lrx`�du.l t__ _90 ndl.'.h.,d mb.� only Ad lion. t-_P.,.
hd 'y and permanent bracing
bullolng d n d
k '90. led f."'T", am op_ -'In -b, and m.g. 'a, gem .. I gu" no. he
B'..Ing ty pn.� Em A W W M a rip 4 likilleg ...... t
.0 ngt
,.bl '., �t� . deN." 'earen an, bracing of S 11 Q. C . 'D33 9 end B I
r., a
so f.� famm . from Tru. pmegfinn. , I . .... S".31 Z 9. n. , 2 1,
in b 218 and A 24
MiTel(
6904 Parke Ent BNd.
Tampa, FL 33610
Job -
Truss
Type
sly
LT 11 WATERSTONE-ST LUCIE
T16874450
1755775
C3
�
Job Reference (options[)
Builders FirstSource, Plant City, I'L - 33567,
8.220 a Nov 16 2018 MITek Industries, Inc. Wed Apr 24 12:36:36 2019 Page 1
yehSMnND7z4_Wx-OoGGzKw7RwRZn6l?nvkFHbSlfLQisrWXw28scPzNVdP
Scale = 1:12.7
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in
(too)
/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.20
V t(LL)
art
0.01
4.7
�999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT)
-0.01
4-7
>999
180
BCLI_ 0.0
Rep Stress Irar YES
WE 0.00
Horz(CT)
-0.00
3
n1a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix MP
Weight: 12 Ito FF = 20%
LUMBER-
TOPCHORD 2x4SPNo.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=60/Mechanical,2=19510-8-0.4=30/MechanicaI
Max Horz 2=132(LC 10)
Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41 (LC 7)
Max Grav, 3=67(LC 15). 2=1 95(LC 1), 4--49(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ils) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 2-11-4 oc puffins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc: bracing.
NOTES-
1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=S.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cal.
11; Exp C; Encl., GCpi=0.18; MVIFRS (directional) and C-C Exteflor(2) zone; porch left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except al=lb)
2=212.
Joaquin Velez PE No.6811 82
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
A& WMNING. Vryyd.m9vsP.i,t...mfREAD NOTES ON MSANDWCLUDED�KRE�RANCEPAGERIP74M.�. 1�015SEFOREUSS
Design valid for use only with MffelG connectors. This design Is based only upon parameters shown. and Is for an Individual burdbg component not
met
a ftss system. Before use. the buildIng dargrier must verify the cippicatshity, of design parameters and property Incorporate ihls design Into the overall
building de4n. BracIng Indicated Is to prevent buckling of hdicluol truss web and/or chord members only. Additional temporary and permanent bracing
M!Tek
Is always required for stobfilty, and to prevent collo,se with possbia porsond Injury and property damage. For general guidance regcrding the
fabrication. storage. delivery, erecton and bracing of trusses chd truss systems seoANSVrPI1 Quo Cifferlo. DSB-59 card SCSI Building Compomint
5-fety Informationovallable from Truso Plate Institute. 218 N. We Street. Suite 312. Alexandra VA 22114,
69N Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type I
Cry Ply
LT 11 WATERSTONE-ST LUCIE
T16874451
1755775
C5
Jack -Open
4
�
Job Reference (optional)
buniaers rusibource, riam ully, VL - dd�bf, b.ZZUSNDVIbZUIUMIIeXlnaMtneS,InC. WeOAPrZ41�:Jb:JbXU1V
Scale = 1:17.6
3x4 =
LOADING (psf) SPACING- 2-0-0 CS1. DEPL. in (too) Vdefl Ud PLATES GRIP
art
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 V t(LL) 0.04 4-7 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.05 4-7 >999 180
BCLL 0.0 Rep Stress [nor YES W13 0.00 Hoa(CT) -0.00 3 n1a file
20%
BCOL 10.0 Code FBC2017/TPI2014 Manx -AS Weight: 18 lb FT=
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural mod sheathing directly applied.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=114/Mechanical,2=262/0-8,0,4=57/MechanicaI
Max Hom 2=185(LC 10)
Max Uplift 3---108(LC 10), 2=-167(LC 10)
M�Gmv3=141(LC15),2=273(LC15),4=86(LC3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph:TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces& MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 b uplift at joint(s) except at=lb)
3=108,2=167.
6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.681 82
Mi rak USA, Inc. FL Carl 6634
6904 Parke East Blvd. Tampa Fl. 33610
Date:
April 24,2019
WARNING- WWI, desty. pa...M. ..d READ NOTES ON MIS AND INCLUDED MrMK REFERANCE PAGE MX74M .�. IG%2015 BEFORE USE
Deugn valid for use only wrin Mlek@ connectas. This dedgn Is based only upon parameters strown. and Is for on Individual bulding component not
a truss system. Before use, the oultdIng des,gner must verify the appilcoldilty of desJgn parameters and properly Incorporate thJs desIgn Into me overall
bdidingdesign. Bracing Indicated Is to prevent buckthg of Individual truss web and/or chord members only. Addiflonoltemporc�ymdpe"cnentbicc4,g
Is always recured for stability and to prevent collapse with possible personal Injury and property damage. For general guidance iegardlng the
folodcarion. storage, delivery, erectlon and bracing oftrusses and W% systems. seeANSIM11 Qua[ Citheiks, DS349 and BCSI Building Companont
Safets, Isdannationaclable from TRIss Plate Institute 218 N. Lee Street. Suite 31: 2714.
Welk'
69N Piuk. East Blvd.
Tanspa, FL 33610
Job
Truss
Ply
LT 11 WATERSTONE-ST LUCIE
T16874452
1755775
D01
�Qty
2
1
�
Job Reference (optional)
Builders FirstSource, Plant City, FL - 33567,
8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:37 2019
46 11
12 3D,6 =
4X6 -
2.4 11
4" 9M 0
Scale � 1 44.1
C?
11
6 -6
Plate Offsets (X,Y)--
[2:0-3-10,0-0-0],L2:0-2-8,0-1-81,[6:0-3-0.0-3-01,FB:0-2-8.0-1-8l,[8:0-3-4,0-1-101
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
0.15 14-19
>671
240
MT20 244/190
TCDI_ 7.0
Lumber DOL 1.25
BC 0.61
VerfiCT)
-0.10 14-19
�999
180
BCLL 0.0
Flep Stress Incr YES
WB 0.52
Hom(CT)
0.02 8
n/a
n1a
BCDIL 10.0
Code FBC2017ITP12014
Matrix -AS
Weight: 114 lb FT = 20%
LUMBER-
TOPCHORD
2x4SPNo.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
SLIDER
Left 2x4 SP No.3 3-0-1. Right 2x4 SP No.3 3-2-5
REACTIONS. (lb/size) 2=44210-4-0,8=63010,3-8,14=71010-4-0
Max Hom 2=408(LC 9)
Max Uplift 2=-578(LC 10), 8=-730(LC 10), 14---507(LC 10)
BRACING-
TOPCHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied. Except:
6-5-0 no bracing: 11-13
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-432/831,4-5=-252/560, 5-6=-2731521.6-8=-645/1350
BOTCHORD 2-14=-5721243,13-14=-572/243,11-13=-731/328. 10-11=-965/575, 8-10=-9721577
WEBS 4-13---264/407, 6-10=487/263. 6-1 1=-52211095
NOTES-
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=l 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--5.Opsf; h=l 51t; B=66ft; L=60ft; eave=7ft; Cat.
11; Exit C; Encl.. GCpi=O.l 8; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 15-2-6, Interfor(l) 15-2-6 to 17-4-0, Extenor(2) 17-4-0
to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL--11.60 plate grip 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 2-0-0 wide
will fit between the bottom chord and any other members.
.5) Prqvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito Uplift at joinfis). except at=lb)
2=578.8=730,14=507.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
. sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FIL Carl 6624
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
WARNNG - Vartly dsS19. parmimhers.rd RIU10 NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE ANA74M re, 10=015 BEFORE USE
ne"' connector' I
Do"gn volldlo"'Oonl"w'"' Mb
dlngd ne 11
am u 'm
'Y' me= d U 9"g
a 1� I 'e'o'o - u
build ng design Bra. no indi. - to P'.v.nlb. bracing
MiTelc
Is.,_ , W� I U y an '�.v I.
- ad for - d or a. 'I.
.... .. n st .go .Iv.ry ,..Von and bracing
Bar. 4 inf.. rov.U.N. ft.m T Plate Ins"
69ot Parke East Blvd.
Tampa, FL 33610
Jab
Truss
Oty ��7.bROf
LT ATERSTONE-ST LUCIE
T16874453
175 5775
0015
3 1
... ce (optional)
Builders FirstSource, Plant City. FL - 33567, 8.220 a Nov 16 2018 MiTelk Industries, Inc. Wed Apr 24 12:36:38 2019 Page I
ID:=bLkv5ELIDtqyehSMnND7z4_Wx.MANON?yNyY'iHOPBNvKmjMOXJH8zSKjOqOMdzh[zNVdN
6-0-10 i
6-0-10 V190WO
0211111
Scale = 1:29.0
3X6
7.11-8
M
7-7-8
LOADING (ps1ii
SPACING-
2-M
CS1.
DEFL.
in
(loc)
l/deff
Ud
PLATES
GRIP
TCLL 20.0
Plate Gdp DOL
1.25
TC
0,45
Vert(LL)
0.24
6-10
>398
240
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.65
Ved(CT)
-0.17
6-10
>553
180
BCLL 0.0
Rep Stress Iner
YES
WB
0.17
Horz(CT)
-0.00
6
n/a
n1a
BCDL 10.0
Code FBC2017ITP12014
Mafirix-AS
Weight� 42 lb
FT = 20%
LUMBER -
TOP CHORD 2X4 SP N6.2
BOTCHORD 2x4SPNo.2
WEBS 2x4 SP NO.3
REACTIONS. (lb/size) 2=388/0-4-0.6=32610,3-8
Max Horz 2=288(LC 10)
Max Uplift 2=-352(LC 10), 6=-354(LC 10)
FORCES. (lb) - Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3---250/124
BOTCHORD 2-6=-381/175, 5-6=-3811175
WEBS 3-5---2601567
BRACING-
TOPCHORD Structural wood sheathing directly applied, except end verficals.
BOTCHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vascl=124mph;TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; "- Oft;eave=7ft;Cat.
11; E)p C; Encl., GCpi=0.18; MW`FRS (directional) and C-C Extedor(2) zone; cantilever left exposed; porch left exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=11.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide
will fit between the bottom chord and any other members.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except at=lb)
2=352.6=354.
5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTalk USA, Inc. Fl. Can GGU
6904 Parka East Blvd. Tampa Fl. 33610
Date:
April 24,2019
,&WARMING -VerfiYdesI9.Pnr..f...dREADNOmFS ON �ISANDWCLUDEDUWEKR�E�CEPAGEMX7�.. 1�15iliXOREUSE
rv-1 or on -ft
Do Id f ly hMTW 1h bo h dlef-.n bull n n
'.'gn " �-d-n'upan'--m-'-'" hg.
to a
at to lcn�d. n It c,11c.b r"ca"T7 -I-nd '.pax" c-'p-T'a �a
am e c �'G c'mu v."' 'h. a RN
idi G n g
ad ch ind -c�`n dv'gu.� R an' bracing
0 g 0 goln chard boa any did Ian I lam o' and '
E
MiTek*
ad f., "i, c d '. O'.�.n' P. n '.' and 'ere "'.G. or n.,.I c. 'ann.".m
a Ob c."."'a � ry VanI6 I In.
,.b,i 'aa Ild.. me.n.rd
acf.� m. " ag. 'ato' and baal�g and �'.m� so. ' ft .G ef 'aa
able T�.
6904 Pake E�t Blvd.
Tarnpa, FL 33610
an nova am .,. 'nAkdo 21 s N Le. a., or
.112 A 22;
Job
Truss
Truss Type
Qty Ply
ILT 11 WATIFISTONE-ST LUCIE
T16874454
1755775
D02
GABLE
1
�
Job Reforence.(optional)
Builders FirstSource, Plant City, FIL - 33567, des. Inc. Wed Apr 24 12:36:39 2019
a I
LOADING (pso
SPACING- 2-0-0
TCLL 20.0
Plate Grip DOL 1.25
TCDL 7.0
Lumber DOL 1.25
BCLL 0.0
Rep Stness Inor YES
BCOL 10.0
Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP No.2
*Except*
4-9:2x6 SP No.2, 6-10: Px4 SP No.2 P
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
5X6 I Scale= 1:44.5
4xG = 2x4 11
CSI.
DEFL.
in (too) Vdefl Ud
PLATES
TC 0.59
Vert(ILL)
0.18 12-27 >545 240
MT20
BC 0.68
Vert(CT)
-0.13 12-27 >743 180
WEI 0.48
Horz(CT)
0.02 6 nta n/a
Matnx-AS
Weight: 134 lb
SPACING-
TOPCHORD
Structural wood sheathing directly
applied.
BOTCHORD
Rigid ceiling directly applied.
Except:
8-3-0 oc, bracing: 9-11
REACTIONS. (lb/size) 2=459/0-4-0,6--63310-3-8,12=693/0-4-0
Max Horz 2=408(LC 9)
Mu Uplift 2=-567(LC 10). 6=-716(LC 10). 12=-531(LC 10)
FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-350/615,3-4=-284/608,4-5=-2751542. 5-6=-734/1341
BOTCHORD 2-12=-5021240,11-12=-5021240,9-11=-754/341,4-11=-3T7/153,8-9---983/606,
6-8=-974/604
WEBS 5-8---483/259.5-9=-535/1116,3-11=-351/505
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasc1=124mph;TCDL=4.2psf; BCDL=5.Opst; h=15ft; 8=66ft; L=60ft; eave=711t; Cat.
11; Exio C; Encl., GCpi=0.18; MVVFRS (directional) and C-C Exterior(2) -1-4-0 to 15-0-13, Interior(l) 15-0-13 to 17-4-0, Exterior(2)
17-4-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for
na4ctions shown; Lumber DOL--1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSt/TPI 1.
4) Gable studs spaced at 2-0-0 00.
5) This truss has been designed for a 10.0 pet bottom chord live load nonconcument with any other live loads.
6) * -l'ids 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) Lumber designated with a 'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, C BA, or CA-B treated lumber is used, Improved corrosion
protection is required, and G1 85 galvanized plates may be used wild this design. Incising factors have not been Considered for this
design. Building designer to verify suitability of this product for its intended use.
8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Ito uplift at joint(s) except at=lb)
2=567,6=716,12=531.
9) This truss design requires that a minimum of 7/16* structural wood sheathing be applied directly to the top chord and 1/2',gypsum
sheetrock be applied directly to the bottom chord.
6 -6
�4
GRIP
244/190
FT = 20%
Joaquin Velez PE No.68182
Miffeak USA, Inc. FIL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
WARNING. 1An1yde&I9.P...�ftrs.0dRUDN07ES ON MSMD INCLUDED MMEKREFER4NCEPAGE&m74Mrcv. I&TX12i)ISBEFOREUSE.
'G ne n " 60'9d only Lpon poionne'an'ldo� and "O'on Inciv""al Wading comconen' not
v Id 10'uea 0 y �" T a 00" c'or" de""
Is!
end tholo I d1n ed ue picob, do, n n
oc d pro 'nco'p 0 m"do"'n""o frio overall
'a'oe 0' g 0"gner rd'st v op I
or 0 'o"do ors a P"'y I _Mo. n racing
n .�.d ev In b go f on h In bar, Jr. d _on. t b
I. or I
bu"d ng d d 8'..l " I d d Add y,.n p
In Md -so d1-'j old "m I
MiTek*
-
w_ '. u I d' g'ha
0 qg I.b n' ,I P.-b Pan_ dt." nl , party i.. For con .. I nc a n
...... n d 'ad for or.. pd`�. -'s. I. do
.b go d on nd bc.'n . I. on id�. so Is. S I Q So 9. 1 '1 1.1; Co
Y 0 f . d end M 1 -.1 CM da. D 4 rid of . rmo ... t
69N Parke East BNd.
Tadpa, FIL 33610
S f. I
o brin b . ft.m T P,.,. I ad. 218 N Lee Street, S�Ifa 3, Z Ms�. ". VA 22 1 4
Job
Truss
a
ly
LT I I WATERSTONE-ST LUCIE
T16874455
1755775
E7
�
Job Reference (optional)
But ders FirstSource, Plant City, FL - 33567, 8.220 a Nov 16 2018 MITek Industries. Inc. Wed Apr 24 12:36:40 2019 Page I
ID:YARqCUhM7owkVEMpPNjefGzA�-IZVnohzdU9y?GiKmDloSRRdYfytXofW7rg64IAzNVdL
-,'—,a 7-0-0
.,.a 7-0-0
Scale = 1:23.1
7-0-0
Plate Offsets (X,Y)-- [2:0-2-10,0-1-81
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. in
(too) Well L/d
PLATES GRIP
TCLIL 20.0
Plate Grip DOL 1.25
TC 0.90
Vert(LIL) 0.18
4-7 >471 240
MT20 244/190
TCDL 7.0
Lumber DOIL 1.25
SC 0.67
Vert(CT) 420
4-7 >418 180
BCLIL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
3 n1a n/a
BCDL 10.0
Code FBC2017/TPI2014
Manx -AS
Weight: 24 lb FIF 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD 2x4 SP No.2
BOTCHORD
Ritild coiling directly applied.
REACTIONS. (lialsize) 3=169/Mechanical,2=336/0-8-0,4=81/MechanicaI
Max Hom 2=241 (LC 10)
Max Uplift 3---164(LC 10). 2=-184(LC 10)
MmGravS=208(LC15),2=350(LC15),4=122(LC3)
FORCES. (b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;TCDL=4.2psi; BCOL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFFIS (directional) and C-C Extedor(2) zone;C-C for members and forces& MWIFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide
will fit between the bottom chord and any other m embers.
4) Refer to girdeos) for truss to truss connections.
5) PrOvide mechanic�al connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
3=164.2=184.
6) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTak USA, Inc. FIL Cert 6634
6904 Parke East Blvd. Tampa IFIL 33610
Date:
April 24,2019
WMAUNG- VefilYd..19rrpa...hvs..dRE4D NOTES OMTHSMDMCLUDWMWEKBEFERANCEPAGE�74m.. 1G=DISBEFOREUSE,
valid lo"oe o""w"N'T' connec'o" " 0"0" 4 1 Upo Eaton on "'Oro
th d b donly n� d n1nd, d b Id 0 mporen' no'
Dole
"'g C
'a us '19 b"dIng de"'ra" T`dve* "a" opp"cob" fr� a' d Igo poome'a" and prop*"Ynco' 0'a""", 0, Inloro overall
"am Salo Omd 0 to PE"m b.."'ng of IndMd..?
y sig "Ing Inc
d n M r� rx, 0 .. n.nt brocing
-.b rrdlo' chord mlbras only cifflon"I h`mp.'.
MiTek'
,bulJdhg
s red lore' a -�-"tc- -pas b d '.P. mog. For 'arn.'o' d.nc. r.g.,d_g the
w.va'.'. b111 on '_ Or 'I w" P. son J.,
7
, ...... r,
.b . go to ,g r
Sed. 'feran. Z drsewsy Sac . ,,d bmdno of rruas-�.�' rr�aa Vs-s �..MS 11 Q. Criteria . IDS'49. d 'Cift fladd _.p ... I
fir from T.. Plxa'.'.'Wrs
69N Parke East Blvd.
Temps. FL 33610
.".ba 218 N Lee Street Sulle 31 Z n.. r. VA 242
Job
Truss
Truss Type
Oty Ply
LT 11 WATERSTONE-ST LUCIE
T16874456
175 5775
E7V
Jack -Open
3 1
b Reference (optional)
Builders FirstSource, Plant City, FIL - 33567,
3X4 �
8.220 a Nov 16 2018 MiTek Industries. Inc. Wed Apr 24 12:36:41 2019 Page 1
ID:YARqCUhM7owkVEMpPNiefGzA�-nl3901—GFT4sttvyaTKG_egjcM_3X6mG4KrdlczNVdK
9
Ir
Scale = 1:22.8
Plate Offsets (X,Y)-- 12:0-2-7,0-0-81
LOADING (psQ
SPACING- 2-0-0
CSI.
EFL. in
(too) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.96
Vert(LL) 0.19
4-7 >440 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.72
Vert(GT) -0.21
4-7 >406 180
BCLL 0.0
Rep Stress Incr YES
INS 0.00
Horz(CT) -0.03
3 n1a n1a
BCDL 10.0
Code FBC2017/rP]2014
Matrix -AS
Weight: 25 lb FT 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly
applied.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=170/Mechanical, 2=336/0-8-0, 4=80/Mechanical
Max Hom 2=241 (LC 10)
Max Uplift 3=-168(LC 10), 2=-179(LC 10)
Max Grav, 3--21 1(I-C 15).2=349(LG 15),4=122(LC 3)
FORCES. Qla) - Max. Comp./Max. Ten. - Ail forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWIFIRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
"(it I fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI I angle to grain formula. Building designer should verify
capacity of bearing surface.
6) ProVide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joini(s) except at=lb)
3=168,2=179.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum
shgetmck be applied directly to the bottom chord.
Joaquin Velez PE No.68182
Mi rek USA, Inc. FIL Carl 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
,&WARNING - VeriffdeSigpacerneignsandREADNOTES ON MSANDNCLUDEDMffEKR�MNCEPAGEM�7a3.� 1G[MOVISBEFORE USE
Design vold far we only with Mrrek& connectors. This design Is based only upon parameters sMown. and Is for an Individual building component not
0 trusc system. Before we. me bullulng dos;gner must verify Me applicability of design parameters and properly hcorporote this desIgn Into the overall
buldingdesign. Bracing IndlCorted 6 to prevent buckling of Indivaual thiss web and/or chord memloers only. Additional temporary and permonentbrocIng
MiTek
Is QI.Qys required for stablity and to prevent collapse with possible personal Infuh, and property damage. For general guidance regarding the
fabrication. storage, delivery, election and broclng of trusses and truss sWem& seeAN5VrPI1 Qualft Offella, DS049 and BCSI Building Component
6904 Parl,e East Blvd.
lately Inforroatkinavalloble from Twsa Plate Instruts. 218 N, Leg Street. Suite 312, A10.0had. VA 22314.
Ta.pa. Fl. W610
Job
Truss
Truss Type
Ply
LT 11 WATrRSTONE-ST LUCIE
T16874457
1755775
E7VA
Jack -Open
�
Job Reference (o2tional)
BdIders FirstSource, Plant City. FL - 33567,
8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:41 2019
3.4 �
Scale = 1:22.9
Plate Offsets (X,Y)—
[2:0-2-3,0-0-8]
LOADING (psf)
SPACING. 2-0-0
CS1.
DIEFL.
in
(loc)
Udall
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.26
TC 0.32
Vert(LL)
0.07
6-12
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.44
Vert(CT)
-0.10
6-9
>864
180
BCLIL 0.0
Rep Stress Inor YES
WB 0.00
Horz(CT)
0.02
5
n1a
n1a
BCDL 10.0
Code FBC2017[TP[2014
Maftix-AS
Weight: 30 to FT = 20%
LLIMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 4=110/Machanical,2=361/0-8-0,5=184/MechanicaI
Max Horz 2=241 (LC 10)
Max Uplift 4---102(LC 10). 2=-166(LC 10), 5--40(LC 10)
Max Grav 4--133(LC 15). 2=374(LC 15), 5=226(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown.
TOPCHORD 3-8=-691/521
BOTCHORD 2-6=-746/689, 3-6=-660)'716
BRACING-
TOPCHORD StnuMunal wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsf; h=15ft; B=66ft; L--60ft; eave=7ft; 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
2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girderi(s) for truss to truss connections.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSVFPI 1 angle to grain formula. Building designer should vedfy
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) 5 except at=lb)
4=102,2=166.
7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin VelezPE No.68182
MiTek USA, Inc. Fl. CQrt 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
WARNNG-Vdfyd��fg���..t�...dRaDNOMS ON MMANDNCLUDEDm�KRE�RANCEPAGEM�74mm�. 14=205BEFORE USE.
Do�Qo Vold lo'X 00" wth M"ex" connector' r"' do'gn"7 only on ranne'on ow 0' U'
uo po n and blocmlnd�du b dhg com "
10
�*n"nlry
'ore U'o u Oc"
0 ou 1lom le e b , dIng d 0 ve P "c06,14 ol de"'I po'arno'*" and prope""ncomo'a'o "', de "on, " 'ohe
no d 1� 1. b.. n __.b
b "d-�g. e--ng I pia'-ml k h d.-I rdl.r hold m _b._.rly d r.n.1 o'o ". d peng."ntlarocing
o" to P
MiTeW
of -P -
f 1.1co �d to pre Ica P. on I on _.g. For g.r.'.' Q
"y 0 W ,d n.
"'nc.' d Q-'drxI the
.blc-. g. da".rV. ,.C,.. ond bracing .1 -no - '... . S 11 Q. C 35 9 ad � udIng C ...... 1
6 M 1. 0 4 B I
6904 Parke East Wd.
in 6 MM
.tV to ft.. 7.. not. InOW. 2, 8 N Lee Smael. Su". 3, 2 ..md'. VA 21,
Tampa, FL 33610
Job Truss
Truss Type
Oily
Ply
LT 11 LUCIE
T16874458
1755775 E7VB
Jack -Open
1
1
AWATERSTONE-ST
Job Reference (optional)
bullaers -lisibource, Vlant Ulty, I-L - 33567, 8.220 a Nov 16 2018 MiTelk Industries, Inc. Wed Apr 24 12:36:42 2019 Page 1
ID:YARqCUhM7owkVEMpPNioiGzA�-FydXDN?uOmCjV1 U9BArfXs!zQmMnGZOQJ_bBq3zNVdJ
-1-4-0 4-1-: 7-P I
_O T
1 —1.4 4-1- . OtS
T
6
3X4 �
Scale = 122.8
Plate Offsets [X,Y)
[2:0-0-15,Edgel
LOADING (pst)
SPACING- 2-0-0
CS1.
DEFL.
in
(II
Ildell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL)
0.19
6-12
�443
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.62
Vert(CT)
-0.19
6
�435
180
BCLL 0.0
Rep Stress her YES
WEI 0.00
Horz(CT)
0.05
5
n1a
n1a
BCDL 10.0
Code FBC2017frPI2014
Matrix -AS
Weight: 28 to FT = 20%
LUMBER-
TOPCHORD 2x4SPNo.2
BOT CHORD 2X4 SP NO.2
REACTIONS. (Ititsize) 4=149/Mechanical,2=364/0-8-0,5=121/MechanicaI
Max Hom 2=241(LC 10)
Max Uplift 4=-132(LC 10), 2=-165(LC 10), 5=-22(LC 10)
MaxGnav 4=182(LC 15),2=377(LC 15).5=154(LC3)
FORCES. (b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 3-8=-7141552
BOTCHORD 2-6=-786f726, 3-6-6915`758
BRACING-
TOPCHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=1 24hri TCDL=4.2psf; BCDL=5.Opsf; h=1 5ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpLzi). 18; MVVFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL--1.60
2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 2 considers parallet to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify
capacity of beading surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 5 except at=lb)
4-132,2=165.
7) Tnis truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FIL Cert 6634
6004 Parke East Blvd. Tampa FIL 33610
Date:
April 24,2019
,&WARNING -VirNydos19.X...tlyssmdREAD NOTES ON MISANDMCLUDED�KRU�CEPAGEUX7473�I 1011132VISBEFOREFUSE.
Design volid for use only whir Ni connocars. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, fire building designer Must verify the applicability of design parameters and papery Incoporare this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual huss web and/or chord members only. Additional temporary and permanent bracing
WGIC
:1
a always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
falbri.mon, storage. delivery, erection and bracing o"usses and truss systems. seeAtilitirlit I Quality Crl OS549 and IICSI Building Component
6904 Parke East Blvd.
Solely Inforroofflonavc[lable to- Truss Hate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314.
Tampa, FIL 33510
Job Truss
Truss Type
ly
LT I I WATERSTONE-ST LUCI E
T16874459
1755775 ETVC
Jack -Open
�
Job Reference (o2tional)
Builders FirstSource, Plant City, FL - 33567, 8.220 a Nov 16 201 B MITek Industries, Inc. Wed Apr 24 12:36:43 2019 Page I
ID:YAFiqCUhM7owkVEMpPNjefGzAmz-JBBvRj?Wn4KZ7A3LiuMu33F7X9[n?_bZXeKkMVzNVdI
14. -2 i 7. a
2� �8 :6' 1-0 T;—.1'4
Scale = 1:22a
3.00 F12
7-0-0
�Nl 4.10-11
Plate Offsets (XY)-
[2:0-0-10,Edqelj3:0-9-7,0-3-2l
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
Uclefi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(U-)
0.12
3
�707
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.44
Vert(CT)
-0.16
3-7
>506
180
BCLL 0.0
Rep Stress Incr YES
WE 0.17
Horz(CT)
-0.09
6
n1a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 31 lb IFT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5=21/Mechanical,2=31310-8-0,6=2261mechanicaI
Max Horz 2=241 (LC 10)
Max Uplift 5=-27(LC 10), 2=-1 90(UC 10), 6=-1 38(LC 10)
Max Grav 5=25(LC 15). 2=326(LC 15), 6=270(LC 15)
FORCES. (to) -Max. Comp./Max. Ten. -All forces 250 (1b) or less except when shown.
BOTCHORD 3-7=-426/263
WEBS 4-7=-3511571
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph;TCDL=4.2psf,* BCDL=5.Opsf; h-15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces& MWFRS for reactions
shown; Lumber DOL--1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 par bottom chord live load nonconcument With any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 2 considers parallel to grain value using AN SVrPI 1 angle to g rain form ula. Building designer should verify
capacity of bearing surface.
6) Prqvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joinl(s) 5 except at=lb)
2=190,6=138.
7) This truss design requires that a minimum of 7/16' structure wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to thd bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FIL Carl 6634
6904 Parka East Blvd. Tampa Fl. 33610
Date:
April 24,2019
WARNING - Vrffyd.,u9.,oa..f,..rdRE4DNOMS ON THISANDINCLUDEDaffirEKRE �CEPAGEMII`74nral I&V342015BEFORE USE
D.�I,,v.11cf. uo. or, - mff. --a-ct.. � cl.�gn y -n'-o_.'-"�h—_ -
tv mm late r, N up "d " f-i'ndmdud buldIng C."".ron' no'
.,u . .... m call ,. d pro, ,0'. m� d� me overall
In o'.'r no 'c-m "'d arm.n.Mbrocing
Irs,
Ie ,� r. ue 'c' I. ,r vie, nc'-'c'-rd rrl.g.rly Acd1lI ..... rr�p.,
OuIIc, d.eg� arcInR Oc.,.d I .. .. V.mackr, =cu "" or gn' 06 g.rcing
wrr bI. . ."n u . m, i.g . .... anl tu, nc.
,.or c g. I ".cap "ru., or to I , ad '.On do
I, V 0 1, 0 0 n,. ,arn� Ias 1pful. ad . .... Ir" e
.rm.nkRavo,.c�.,..,,a. -S .mG .. a,
So In emE c. 21
"ll N ..... or, A� VA
MOW
6904 Pars, East Blvd.
T.P.. FL 33610
Job
Te"'s
Truss Type I V
Oty Ply
LT 11 WATERSTONE-ST LUCIE
T16874460
1755775
Fol
GABLE
1
�
�
Job Reference (optional)
Builders FirslSource, Plant City, FL - 33567, 8LP20 a Nov 16 2018 MiTek Indushies. Inc. Wed Apr 24 12:36:44 2019 Page 1
ID:mbLkv5ELIDtqyehSMnND7z4_Wx-BKkHo3O8YOSQkKeXFbt7cHnUZ8OkTeiml4luxzNVdH
-11�4-00 4-4-0 8-8-0 1 OT-0
4-4-0 44-0 �-_4-0
Scale = 1:20.9
46 =
T
SX4 = 3X4 =
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFIL
in
(too)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.41
VertLQ
0.02
6-14
�999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.23
Ved(CT)
-0.01
6-14
�999
ISO
BCLL 0.0
Rep Stress Incr YES
WB 0.06
Horz(CT)
-0.00
4
n1a
n/a
BCDL 10.0
Code FBC2017/TP120114
Matdx-AS
Weight: 38 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
SOT CHORD
2x4 SP No.2 P
WEBS
2x4 SP No.3
OTHERS
2x4 SO No.3
REACTIONS. (Iblsize) 2=393/0-4-0, 4=393/0-4-0
Max Horz 2=-123(LC 8)
Max Uplift 2=418(LC 10), 4=-41 S(LC 10)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-2911600,3-4=-2911600
BOTCHORD 2-6---3121205,4-6=-3121205
WEBS 3-6=-281/146
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;TCDL=4.2psf; BCDL--5.Opsf; h=15ft; B=66ft; L--60ft; eave=7ft; Cat.
11; Exp C: Encl., GCpI=O.18; MWFIRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTP 11.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads.
6) * This tress 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
WiA fit between the bottom chord and any other members.
7) Lumber designated with a "P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment Company. Borate or other
suitable treatment maybe used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
priptection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verity suitability of this product for its intended use.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
2=418,4=418.
9) This truss design requires that a minimum of 7/16" structut ral wood sheathing be applied directly to the top chord and 1/2' gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Carl 6634
6904 Parke East Blvd. Tampa FIL 33Gl 0
Date:
April 24,2019
WARN1ffG-VsUYdsJ9-X...!en,..dRE,1D NOTES ON MISAND INCLUDED MITEI(RE0�1EFUINCEPAGIFIRD7473te, IDIUMOISSEFORE USE
fth 1011 an Th b ad nj i-m-t-'s sh.� and Is to' an lndMd.-I b�flclrg .mp.n.nt...t
Design v"I'd far I. only- "'t. '.do. " d.sge y "Do P
ne in C ty
It s �t. at.'. 1,Wdng tagr-'rn�st verify 'a -PP"c.1b1" ' '.'on P.rm.t. s and p'-p-ly s,.I'gn Into the
dige It'. P'.v.nt buc"Ing of "ta andl.l.rd me bers nl' Addition.' mmp.re" an" permanent bracing
MOW
,.",4 to"' ' .1" - b' P "C' U nd or It F. n "'I Ud re. "'a." no.
s '. q U"., oblitty an, to nt� .1j.p w, pass Inj a P., m.g. 'g. . Q �
" an Ole of d s"'. 9 and old �.Pssa.rd
s'.r.g. d.".' '.C' an truasss an U., "..MSMIJ '.. C,.,. OSM B in 'g,
..... I, Pat.
69M P.�. East DWI.
Tennis, FL M610
am uss institute, 218 , Lee S..' Su 1 2 1,
1.3 2 2;
Job
Truss
Truss Type I
QtY
Q'y
Ply
LT 11 WATER
LT C I E
T16874461
1755775
H7
Diagonal Hip Girder
1
�DbReference
�STON.E-,ST �LU
J Ref.rm. (optional)
Guilders FitstSource, Plant City, I'L - 33567,
8.220 a Nov 16 2018 MiTok Industries, Inc. Wed Apr 24 12:36:45 2019 Page 1
ID:YARqCUhM7owkVEMpPNjefGzA�-fXlgrPI mJhaHMUDiplOM8UKW6zP-Tql s?yprROzNVdG
Scale = 1:22.7
3X4 -
5-2-5
9-10-1
9_1 13
5-2-5
4-7-12
0-0112
LOADING (psQ
SPACING-
2-0-0
CSI.
DEFL
in
Qoc)
Wall
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.41
V.rt(LL)
-0.06
7-10
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.46
V.rt(CT)
-0.07
6-7
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.37
H..(CT)
0.01
5
n1a
n1a
BCDL 10.0
Code FBC20171TPI2014
Matdx-MR
Weight: 43 to FT = 20%
LUMBER -
TOP CHORD 2x4SPNo.2
BOTCHORD 2x4SPNo.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=124/Mechanical, 2=517/0-11-5,5=330/Mechanical
Max Horz 2=241 (LC 24)
Max Uplift 4=-129(LC 8),2=-298(LC 8). 5---152(LC 5)
Max Gran, 4=140(LC 28), 2=517(LC 1), 5=350(LC 28)
FORCES. (1b) -Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown.
TOP CHORD 2-3---819/395
BOTCHORD 2-7=-454/738, 6-7=-4541738
WEBS 3-7=-35/286, 3-6=-801/493
BRACING -
TOP CHORD Structure wood sheathing directly applied or 5-11-7 Do pudins.
BOTCHORD Rigid calling directly applied or 8-6-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; VuIt=I 60mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsf; h=15ft; B=661t; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=O. IS; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psd bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the boftom chord and any other members.
4) Refer to girder(s) for tmss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=Ib)
4=129,2=298,5=152.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 61 lb up at
1-�-12, 103 In down and 61 lb up at 1-5-12, 107 lb down and 100 Ito up at 4-3-11, 107 lb down and 100 lb up at 4,3-11, and 161 to
down and 155 lb up at 7-1 -10, and 161 lb down and 155 lb up at 7-1-10 on top chord, and 49 lb down and 41 lb up at 1-5-12, 49 lb
down and 41 lb up at 1-5-12, 11 lb down and 54 lb up at 4-3-11. 11 lb down and 54 to up at 4-3-11, and 41 lb down at 7-1-10, and
41 11b down St 7-1 -10 on bottom chord. The clesign/selection of such connection device(s) is the responsibility of others.
7) njha LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1.4=.54, 5-8=.20
Concentrated Loads (lb)
Vert: 13=-75(F=-37, B=�37) 15=-1 O(F=-5. B=-5) 16=-57(F=-28, B=-28)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 24,2019
,&WARNING - V.1i1Yda9.,,m..sfs..dREAD NOTES ON THISAND INCLUDED MREKREFERANCEPAGEM4474M.�. 1OUS2015BUORE USE
a'
Desgn �Icl 'o"aa or"' with """connec'o" 'h" desgn ' boed on" u'on poiomee" 'nown and "'or an �dffidoo' buId"n" componom no'
0�' 0 11ding d a, th b rr d n P, 'Yn c 0 'a th design into the ovo'o"
0� lo'�g am More Us " I ou do 0 o"On rn�ve` a opp"co a' og po'orme""s o"" opo' `xP ro
cl gn Ing no. . P, 0 �dj h. 6 mb.m on �dit not t._P.r.ry no p6nn.n.�t1brocing
a _.'s our a"'. s, I rity to t r. v. t b. ng.flnd`v1d.a1 We or c me IV
n ".P with P._,b,. P. '.' rt� i Q. r g.m.'.' 'a,
f.'� m . r. . ad to' v I co - nd In - d ". F. 0-ld
n d n b of n sm se I' Qua d _.P ... t
Q. '.cIon . C g 'U. I', L S I C'. . 'S 9. a
st Z d M nO I "Ing C
I.; Inform. 1. '.. T.. 1A
lob lot. In' 2,8 , Los Stme, Sul.31 2 .. 22
Wel(
69M Pa*e East Blvd.
Tampa, FL 33610
Job
Truss Type . I j N
City Ply
LT 11 WATERSTONE-ST LUCIE
T16874462
1755775
Diagonal Hip Girder
I
�
Job Reference jo0onal)
builders Fustbource, Plant Gity, FL - 33567,
8.220 a Nov 16 2018 MiTelk Industries, Inc. Wed Apr 24 12:36:44 2019 Page 1
ID:ZzuNOAdEBoOdU2OWuKT'i6czl Ulk-BKkHe30BYOSQkKoXFbt7cHnNUZANkTVimi4lu�NVdH
2.2.3
2.2.3
Scale = 1:9.1
Plate Offsets (X,Y)--
[2:0-2-10,0-0-21
LOADING (psf)
SPACING- 2-M
CS1.
DEFL.
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.27
VerI(LQ
0.00
7
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.10
Verl(CT)
0.00
7
>999
180
BCLL 0.0
Rep Stress Iner NO
INS 0.00
Horz(CT)
0.00
2
r1a
n1a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Weight: 10 Ito FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD � 2x4 SP No.2
REACTIONS. (lb/size) 3=-61/Mechanical.2=165/0-M,4=46/MechanicaI
Max Hom 2=95(LC 8)
Max Uplift 3=-61 (LC 1), 2=-210(LC 8), 4=-46(LC 1)
Max Grav 3=53(LC 8),2=1 73(LC 13), 4=36(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING-
TOPCHORD Structural wood sheathing directly applied or 2-2-3 oc, pudins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASIDE 7-10: Vult=160mph (3-second gust) Vasd=124mph;TCDL=4.2psf; BCDL=5.Opsf: h=15ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOLml.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girdeqs) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 [b uplift at jon(s) 3. 4 except at=lb)
2=21 0.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at
1-5-12, and 60 1bdownand75 lbupat 1-5-12 on top chord, and48 lb up at 1-5-12,and481bupat 1-5-12 on bottom chord. The
designtselection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B).
P
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: l-3=-54,4-5=-20
Concentrated Loads (lb)
Vert: 8=1 50iF=75, B=75) 9=51 (F=26, B=26)
JoaquinVelezPE No.68182
MiTek USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa Fl. 33610
Date:
April 24,2019
WARNING - VofirYdntqpivrr..1�..ndR�D NOTES ON TPUSAND INCLUDED MITEKREFENANCEPAGERS�74"mv. U01342015BUORE USE
Do"" vo for Uie 0
n fid n1 th Th gn bo don nrC ' n dMd I bulldn" oarnponom not
' �' Mffo Connec"n " de" I 'a ' upo 'am"'on "ho and "o 00
Nil'
a g , a U
" m le'oro I 'o In b ding dn"ne"n"'t ve* "'o Opp' obl'I ry of cingn 'c""no'e'and oope10,1nh d
c co� ""n ho me , =01'
inu I g ' . g, It Tc.tu
out l� to or in duct
b-1 d d Il B'.c g -v In b.01ing of d- we b . of. h.rd be. oly ill t._ cry _no P._. ntbroclng
n
Aod .1
MOW
to ul'. , I,.b hI on, to P. It P�. 0_ . P. njury no .p. rn.g. or g.n.r ' 0, . .
q d to b P F g Re ,di the
� �� nv
..... a C
on.
.b. go "-rI erection ��db,..,no of ond _ .. _ 11 Quo C S 9 .cl � W Ing C
Sod hr in ft.. T.. , J."m
6904 Parke Ent 5W.
Tarrips, � 33610
218 N Lee Simn S.11.31 Z n.xndn. VA 22; 1 ,
Job
Truss
Truss Type I
Oty Ply
LT 11 WATERSTONE-ST LUCIE
T16874463
1755775
PB1
VALLEY
4
Job Reference (optional)
Builders FirstSource, Plant City, FL - 33567, 8.220 a Nov 16 2018 MiTek Industries. Inc. Wed Apr 24 12:36:46 2019 Page I
ID:?1YDf1tmYJ1 NmupVDA3te2z4H2S-7is231204?iB_OowNOvbhtkhNrRCMD?EcZOzqzNVdF
Scale = 1:16.2
46 =
M = 2.4 11 3xB =
4-4-0 8-8.0
4-4-0 �4-0
Plate Offsets (X,Y)-
[2:0-0-4,0-Ml, [4:0-0-4.0-0-01
LOADING (psi)
SPACING- 2-"
CS1.
DEFL.
in (loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.23
Verl(ILL)
n1a -
n1a
999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT)
n1a -
n1a
999
BCLL 0.0
Rep Stress Inch YES
WB 0.05
Hori
0.00 4
n1a
Into
BCDL 10.0
Code FBC2017rFP12014
Matdx-P
Weight: 27 Ito FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 act purtins.
BOTCHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 8-8-0.
(lb) - Max Hom 1 =87(LC 9)
MaxUplift All uplift 100 lb or less atjoint(s) 6 except 1=-137(LC 15),5=-I06(LC 16),2=-224(LC 10),
4=-224(LC 10)
MaxGrav All reactions 250 It, or less at joint(s) 1, 5, 6 except 2=337(LC 15).4=318(LC 16)
FORCES. (lb) - Max. CcdnpJM� Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1 5ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional) and C-C Exteflor(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL--I.60 plate grip DOL=11.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem 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) P rovide mechanical connection (by othe rs) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb)
1=137,5=106.2=224,4-224.
7) Binveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6.
8) Gap between inside of top chord bearing and first diagonal or vedfical web shall not exceed 0.500in.
Joaquin Velez PE N o.68182
MiTels USA, Inc. PL Card 6634
6904 Parks East Blvd. Tampa Fl. 33610
Date:
April 24,2019
WARNING- pddrydks19.P;vmr1m..dREAO NOTES ON MSANDWCLUDWMWEKBEFERANCEPAGEMIP74n��. 1�15BEFORE USE
Desigavold for use amyvtfin MrieldDconnectore. This doslgra is based only upon parometemshown. and Is for an Individual buIding component, not
Mel'
a hum system. Before use. the building designer must verify the cippicablity of design porchraters and properly Incorporate this design Into Me overall
buildIngdesIgn. Bracing Indicated Is to prevent burciding of Individual truses web and/or chord members only. Additional temporary and bracing
MiTek'
permanent
Is always required for Stabrip, and to Prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage. delivery, erection and bracing of trusses cad truss systems adoANSVrPII Qually Cri DSB-89 and SCSI Ifulding Component
6904 Padre East Blvd.
Safety Informalioncl from Truss Plate finsfituls. 218 N. Lee Street, Suite 31 Z Alexandria, VA 22314,
Tampa, Fl. 33810
Job
Truss Type
E-STLUCIE
T16874464
1755775
VALLEY
all
Builders Firsi[Source, Plant City, FL - 33567, 8.220 a Nov 16 201 B MiTek Industries, Inc. Wed Apr 24 12:36:47 2019 Page I
ID:?IYDfltmYJI NmupVDA3ta2z4H2S-bvQQG43OrJq?boN64RqEvPvRnBgxpTSSGIyVGzNVdE
4.0.0 1 14
oj�-:O
01 01 8-8.0
4.0.0 �Ntd 4.0.0
Scale = 1:16.7
4x6 =
17
3.6 = 2.4 11 3X6 =
�0 8-8-0
4-4-0 4-4-0
Plate Offsets (X,Y).-
[2:0-0-4,0-Mi. r4:0-0-4,0-Ml
LOADING (psQ
SPACING- 2-00
CS1.
DEFIL.
in (loc)
Idetil
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.23
Vert(LL)
n(a -
rita
999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
VedCT)
n1a -
nta
999
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Horz(CT)
0.00 4
n1a
rVa
SCDL 10.0
Code FBC2017/TP12014
Matmr-P
Weight: 26 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 8-8-0.
(lb) - MaxHom 1=-87(LC8)
MaxUrplift All uplift 100 lb or less at joint(s) 6 except 1=-137(LC 15), 5=-106(LC 16), 2=-224(LC 10).
4=-224(LC 10)
Mm Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=337(LC 15). 4=31 8(LG 16)
FORCES. (lb) -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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1 51t; B=66ft; L=601t; eave=7ft; Cat.
II: Exio C: Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearng.
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.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 It, uplift at joint(s) 6 except at=lb)
1=137,5=106,2=224.4=224.
7) Bfilveled plate or shim required to provide full bearing surface Wth truss chord at joint(s) 2, 4, 6.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Carl 6634
6904 Parka East Blvd. Tampa FL 33610
Date:
April 24,2019
WARNING- yenfYd�119. P.I. dnEaDnorss ON MISAND INCLUDED MITIFICREFERANCEPAGE 111�74nrex. IaM2r)ISBEFOREUSE.
M".
D..I,n valid f %cl o�y.0 all
laded or am ... 'a an
In & 'n gn an `1 .1
-t 'g Campo
" Pon P d,,d. an' no'
o In b ldln d n "'C.'. , .. C P, Do "'noo ra
u' "D or '�U'-ny In Is "'I de"n I. the 0
D
�f.Ir
"Clng no'cal a'.'"`v.n1 �cldln �vdu.' web ...... no' "' 'n no Addin.n. anent bracing
D d D of a.' It nxrp.'. and
M!Tek
P.
r no '. ".v ,I. I Case I. P. . I .p Do Do C Is
ad to' "'I' an C 'd a' am. n -Id 2 IdInC
I, P q me
mg. d. an� CC D or ' an�d Uu. ,.ms Iff.di, '.' car if I . ,
torray., m Tru. or. ' " a N Lee ' A� a RC
pI d D In a. It ran �rnprrruIrd
1.1ol. I n 2 .and VA21 Il
69M Park. Ea.t Elvd.
T..Pa, FL 33610
Job Truss
Truss Type 0
OtY Ply
LT 11 WATERSTONE-ST LUCIE
T16B74465
1755775 PB3
VALLEY
2
�
Job Reference (optional)
buinters vurstbource, I'lant Urty, I-L. � UJbbf,
8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:36:48 2019 Page 1
ID:?l YDf1tmYJl NmupVDA3to2z4H2S-35�oUQ3fccysDyy]URy3m7y4zAWZgF�-ihw2VlizNVdD
3A 3X8 11 3x4
6. 0 0 FIT 4
2x4 =
2x4 =
Scale = 1:16.5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL in
(loo) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.24
art
V I( CILI n/a
n1a, 999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.15
Vert(CT) n1a
- n1a 999
BCLL 0.0
Rep Stress Incr
YES
WEI 0.10
Hoa(CT) -0.01
7 n1a rata
BCDL 10.0
Code FBC2017/rPI2014
Matrix-R
Weight: 24 to FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 cc pudins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 10-M DO bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 8-8-0
(11b)- MaxHom 1=-37(LC8)
MaxUplift All uplift 100 lb or less atjoint(s) 1, 7 except 2=-124(LC 9), 8=-1 14(LC 10)
Max Gmv All reactions 250 te or less at joint(s) 1, 7, 2 except 8=285(LC 20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (1b) or less except when shown.
TOPCHORD 2-3=-2681394,3-4=-257/413,4-5---257/413,5-6---268/394
BOTCHORD 2-8=-327/257, 6.8=-3271257
WEBS 4-8=-1921327
NOTES-
1 ) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=1 60mph (3-second gust) Vasd=1 24mph; TCD L=4.2psf; BCD L=5.Opsf; h=1 5ft; B=66ft; L=60ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=O. 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions
shown; Lumber DOL=1.60 plate grip DOL--1.60
3) Provide adequate drainage to prevent water pending.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed fare 10.0 pet bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0ps! 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 It uplift at lolnt(s) 1, 7 except at=lb)
2=124,8=114.
8) Beveled plate or shim required to provide fdll bearing su rface with truss chord at joint(s) 2, B.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
V
Joaquin Velez PE No.681 82
MiTels USA, Inc. FIL Cart GGU
6904 Palle, East Blvd. Tampa Fl. 33610
Date:
April 24,2019
WARNING- lelffy deals. pe...w,..ndRE4D NOTES ON THMMD INCLUDED AUTFKREFEFIANCEPAGEMI�7473 MV. 1�015 UEFOREF USE
111 th W 1h of nis b-.d NV �n P.'.-.t.. she-- end o for an ""'ild.-I b.rding component net
y _1`n Mn- .nr.ct.. ` up
'am 8 to'. us. b."dr""Ign."mustv ' rt� P" of P ca. " m. '. O"va'
.br"' d - P .. meters -� d n"t."s It, 0 d p .. nontbrocing
d cl� are only d an o' on
'b�"' "t"'n In C ad "'. PEml buc", ' - d' 'ch
ItC1b11rY on, '. It, ." acalD PC on a d Q. or g., '.' dd nc
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M!Tek*
6904 Parke East ftd.
Tampa, I'L 33610
Symbols
PLATE LOCATION AND ORIENTATION
3z" Center plate onJoInt unless x, y
14- 4 offsets are Indicated.
Dimensions are In ft-in-slxteenths.
Apply plates �o both sides of truss
and fully embed teeth.
AF
For;4 x 2 orientation, locate
010
plates 0-1/0 from outside
edge of truss.
This symbol Indicates the
required direction of slots In
connector plates.
Plate location details available in Milrek 20/20
software or upon request.
- PLATE SIZE
The first dimension Is the plate
width measured perpendicular
4 x 4 to slots. Second dimension Is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
If indicated.
Indicates location where bearings
(supports) occur. Icons vary but
reaction section Indicates joint
number where bearings occur.
Min size shown Is for crushing only.
Industry Standards:
ANSI/TPII: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
648 dimensions shown In ft-in-sixteenths
(Drawings not to scale)
0
as
0
U
JOINTS ARE GENERALLY NUMBEREDAETrERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSAETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-131 1, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
0
Of
0
am
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSIITPI 1
section 6.3 These truss designs rely on lumber values
established by others.
0 2012 MITek(D All Rights Reserved
mm
W1 6
MiTek a
MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
I . Additional stability bracing for truss system. e.g.
diagonal or X-1bracIng, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, Individual lateral braces themselves
may require bracing. or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stock materials on Inadequately braced twsz;es.
4. Provide copies of this truss desIgn to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations ore regulated by ANsfrPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSIfrPI 1.
B. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design Is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Comber Is a non-structural consideration and Is the
responsIbility, of trum fabricator. General practice is to
comber for dead load defection.
11. Plate type, size, orientation and location dimensions
Indicated are mInImum plating requirements.
12. Lumber used shall be of the species and size, and
In all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purfins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or ess, if no ceiling is Installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engIneer.
17. Install and load vertically unless Indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmentol, health or performance risks. Consult with
project engineer before use.
19. Peview all portions of this design (front, back, words
and pictures) before use Peviewing pictures alone
is not sufficient.
20. Design assumes manufacture In accordance with
ANSIfR 1puality CrIeria.