HomeMy WebLinkAboutTRUSS PAPPERWORKSCANNEDBY
St. Lucie County
MiTek®
RE: rn11324 MiTek USA, Inc.
THE ROYA_ LE 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: WYNNE BUILDING CORPORATION Project Name: ml1324
Lot/Block: Model:
Address: UNKNOWN Subdivision:
City: ST LUCIE State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed:.'165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package. includes 27 individual, -dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003; section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T17929435 a 8/22/2019 21 T17929455 jC 8/22/2019
2 T17929436 al 8/22/2019 22 T17929456 kj5 8/22/2019.
3 T17929437 a2 8/22/2019 23 T17929457 kj8 8/22/2014
4 T17929438 a3 8/22/2019 24 T17929458 "kja 8/22/2016:
5 T17929439 a4 8/22/2019 26 T17929459 kjb 8/22/2019
6 T17929440 _ a6 8/22/2019 -26 T17929460 mv2 8/22/2019
7 T17929441 b 8/22/2019 27 T17929461 mv4 8/22/M19
8 - T17929442 bh7 8/22/2019
9 T17929443 gra 8122/2019'
10 T1792944grb 8/22/2019
11- T17929445 grc 8/22/2019.,
_1 _2 T17929446 j1 8/22/2019
13 "T17929447 j2 " 8/22/2019
14 T17929448 , j3 8/22/2019
15 T17929449 j4 8/22/2019 ���'���® ���,
16 T17929450 j5 8/22/2019 p� pppp r�
17 T17929451. j6 8/22/2019 ®®�-OMPLIANCE
18 T17929452 j8= 8/22/2019 - ^'�y
20 T17929464 jb 8/22/2019 S.T°-8+uclE (:)UN
BOCC
The truss drawing(s) referenced above have been prepared by
MiTek USA; Inc under my dire ctsopervision ,,N1�l�rNtr��j�
based ontheparameters provided by Chambers Truss..Fj�
`Truss Design Engineer's Name. Finn, Walter r�G:E
My license renewal date for the state of Florida is February. 28 2021 .
Flonda COA: 6634 - - - _"' • '1N0 �2839; :,
IMPORTANT -NOTE: The sealon.tliese truss component designs is a certification-
-.that the engineernamedis lidensed'inthe judsdiction(s) idenfified and that the * - -
designs comply with ANSIlTPI 1. -These designs:are based upon parameters:
shown (e.g., loads, supports, dimensions, shapes and design codes), which were " ' -%� STATE OF
given to MiTek. Any project specific information included is -for MiTek
customers file reference purpose only, and was not taken into account in the preparation of �i�� ; Q Ft \ 10, \-
"- these designs. MiTek has not independently verified the applicability of the design - ��i� Ssi � ,%
-.parameters or the designs for any particular building. Before use, the building designer/j�
'Should verify applicability of design parameters. and properly incorporate these designs -'�l1111 it, -
�i - into theeversll.building.design per ANSI/TPI 1,'Chapter 2., Wy[eiRpRn.F.ENo.22839: - - - -
- MITekU50. Inc:F'6rt6634- :
i - - 690915drk00EastISIYA. Tampa FL 33&10;' August 22, 2019 :.
nara. .
1 of 1 Finn, Walter_
Job
Tress
Tmss Type
Dry
Ply
THE ROYALE
T17929435
m1,1324
A
COMMON
10
1
Job Reference (optional)
Mamoers Tmss. Inc., ram l'lerce, rL
a.11lu s mart Lu no mu ex lnausules, Inc. i nu Pixy 44 urlau:i0 yule
�7
0
4.00 12
45 =
6
Scale=1:59.3
17 "' 15 "' 14 "' 12
4x5 = 2.3 11 5x6 WB = 3.6 = 2x3 II . 4x5 =
3.8 5x6 WB =
B-0-0 12-11-0 p2-1-D 26$-0 35-0-0
1 m
84-0
4-7-0
19.24
4-7-0
-
84-0.
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udefl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
0.33 14-15
a,999
360
MT20
244/190
TCDL . 7.0 .
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.6414-15
>652
240
-
SCLL 0.0 '
Rep Stress Incr.
YES
WB 0.63
Horz(CT)
_ 0.13 10
n1a
'n/a.
BCDL 10.0 .
Code FBC2017frP12014
Matrix -MS
..
Weight: 169 lb
FT=O%
LUMBER- - - - BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc,pudins.
BOT CHORD :2x4 SP M 30 BOT CHORD- Rigid ceiling directly applied or 4-10-7 oc bracing.
WEBS .2A SP No.3 - -
OTHERS 2x4 SP No.3
REACTIONS. (lb/Size) , 2=1399/0-8-0, 10=139910-8-0, - - -
-
;. Max Harz 2=223(1_6 8).
.
' Max Uplift 2=-775(LC 10); 10=-775(LC 10) -
-
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less: except when shown.
TOP CHORD 2-3=-3404/2226; 35=-2807/1885, 5-6=-2801/1990; 6-7=2801/1990, 7-9=2807/1885,
9-10=-3404/2226 -
- -
BOT CHORD 2-17=-1946/3218, 15-17=1946/3218, 14-15=1116/2053, 12-14=-4946/3188,
-
• 10-12=-1946/3188
WEBS 6-14=-598/1034,7-14=252/246,9-14=-702/541,6-15=-598/1035,5-15=-2.53/246,
_
3-15=-701/541
NOTES- -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE7-10;.Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
"
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-010to 3-9-10, Interior(1) 3-9-10 to 12-85, Exterior(2) 12-8-6
to 17-6-0, Interior(1) 22-1-0 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip,DOL=1.60
_
3)100.01b AC unit load placed on the tap chord„17-6-0 from left end, supported at two points, 5-0-0 apart
4) This truss has been designed for a 10.0psf bottom chord live load nonconcurrent with any other live loads. -
-
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-0-0 wide
-
^ . will fit between the bottom chord and any other members, with BCDL = 10.0psf.
A) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at
joint 10. --
• - - - -'
',Walf9r F: FinnPEJ�o12839_
" - -
MiTex08Ailad FL'0¢r16694- '
%90,4ParkeEast Blvd.Tampa FL33910'. '. .
}
August 22,2019
®WARNING.Vaiydesignparartref .dREADNOTESONTN/SAND/NCLUDEDhllFFJCREFp� PAGEMIr-1413rev.IWp ISBEFO WE.. ��-
Design valid for use only wide M7ek8 wimeilors. This design is Eased only upon paremetrs s eixem,and s foran ind 9dual Wilding compoent net
a Was system. Before use. the building, designer must wnfy me apd pabiliry of design parameters and pmpedy incorpofate the resign into Me overall
buildngdesign. Seeing Indicated is m prevent WeldirQ oflndmdual Was web andiar chord membersonly. Additional temporary and permanent bracing Mek'
is always requied forittabTlity and to prewent collapse with possible personal injury and peopertychouttge. Forgeneralguidanreregamingthe
fabrication, smrage, deliJery eecllmn antl beating of busses antl buns systems,see ANS1gPll Quality Cdfeda/DSB 9 and BC5l Building Component : 6904 Parka East BNd. '
:. Safefyfunderafio, available Win Tons Plate lns4mte.218 N. Lee SteeL Suite 312, Alexandna:VA M314: - Tampa, FL 36610
Job Truss - -
Truss Type
Ply
THE ROYALE
T77929436
m11324 Al
�]Oty
SPECIAL
9
1
Jab Reference (optional)
Gpambers I Was, Inc.,
Yon Pierce, FL
- B.l30 s Mar ll ZUlB MiTek industnes, Inc. Ihu Aug ZZ UI:bU:142U19 Pagel
ID: _k6GCA6bx7j2SylHDXFw7ye3KX.X3HIgSrGbv QmldVB6jPeZusMxhyiJiy0AKz9ZXyIMNt
1L-0
]-fi-0
13-7-8
17-6-0 23-11-12 26-9-10 35-0-0 3fi-0-0.
�1-0-0'
7-8-0 1_
5.11-8
�'
3:10-8 6-5.12 2-9-14 1 8-2-6 -0-0
.. Style =1:60.3
5x8MT18HS=
4Ao 1_2
6
-
2x3 II
-2x3 II
3x6 G
22 5 '
23 5x6 WB -
7
3x4
4
8 2x3 L
3
9
21 24 11 2 12
1 - 70 26 6x10MT181-iS
:..d 25
14 13
3x5 = 2x3 II Eat = - _ 3x12 —
z.DD. �1z�. _ ..
13-7-8 .I 23-11-12 35-0-0
AI'll
Plate Offsets (X Y)-
12:0-1-2 Edge) 18:0-3-0 Edgej 110:0-1-15
Edger
LOADING lost)
SPACING- 2-0-0
CSI.
DEFL,
in (loc)/deb
L/d
PLATES
GRIP
TCLL 20.0
_
Plate Grip DOL '.1.25
TC
0.89
Vert(LL)
0.80 12
>525
360
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC '
0.94
Vert(CT)
-1.39 12-13
>302
240:
MT18HS
244/190
BCLL 0.0 '
Rep Stress Incr YES
WB .
0.62
Horz(CT).
0.37 10
me
n/a
BCDL. 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight 1591b
Fir =O%'
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. . .
BOT CHORD -:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. ...
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt - 6-12
6-12: 2x4 SP M 30 - -
OTHERS 20 SP No.3
REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0=8-0 "
.. Max Hoe 2=-223(LC 8) _
Max Uplift 2=.825(LC 10), 10=-825(LC 10)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown.
TOP CHORD - 2-3=-3309/2433, 35=-2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=-5302/3868, _ -
9-10=-5702/4143
BOT CHORD.' 2-14=2151/3113, 13-14=215l/3113, 12-13=1450/2202, 10-12=-3809/5431 "
WEBS 3-14=0/265,3-13=:813/590, 5-13=-269/317, 6-13=-317/567, 6-12=2362/3388,
7-12=-298/368, 9-12=-405/352 -
NOTES.. -
1) Unbalanced root live loads have been considered for this design. -
.2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Opsf,, h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor( A-M to 3-9-10, Interior(i) 3-9-10 to 12-8-6, Extenor(2) 12-8-6
to 17-6-0, Intedor(1) 22-3-10 to 31-2-6 zone;C-C for members and Forces & MWFRS for reactions shown; Lumber DOL=1.60 plate -
grip DOL=1.60.-
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 l stbottom chord live load nonconcument with any other live loads. '
5).' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3'6-0 tall by 2-0-0 wide
willfit between the bottomchord and any other members, with BCOL=10.Opsf. _ -
6). Bearing atjoings) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should denfy
_ _ capacity of bearing surface.
7) Provide mechanical connection (byothers) oftruss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 8251b uplift at
1tKint to..
MiTek USA. Ina: Flden6i54_, _
..'6904ParisEaat BIv1 'Tampa FL $38fe!
August 22,2019
-aaaa
AWARNING-VedrydesignpardmefersandREADNOTESONTN/SANDINCLUDWMmFXREFERENCEPAGEM/1.1Q3rev.f0.=15BEFONEUSF—
.-
_
Design valid foruseonly with MiTeda salivation. This design is based only upon parameters slnwn,end isrouse indiwimll building component, not
- ��• - .,
a busssystem. Be%,.use, the buildingdesgner must von/y the applicability aidesign parameters and papedymooipomte Units design into the ovea0
_
buildngdesign. Bmcing lndicateduto prevent buc96o6ofirun4dustbass web andkrcromi members only. Atldtionaltempoaryandpmormanibddng
MITe K•
Is always neomed forslability and to prevent calepsewtl possible personal injury and papedy, damage. Forgenemlgpidameregardingthe ':.
_
fabnaxtioa skmage, delivery, erection and baring of teo sesand Wss systems, see ANSI/!lull quality creeds, DSE-89 and SCSI Builtling Component
'"
6904 Parke Fast Blvd.
Safefylalonsmion„ar-ailable fore Truss Plate lnstitne,218 N. LeeSbeet Suite 312, AIexandd;:VA 22314.
Tampa, FL: 36610— -
Job Tmss
Truss Type
Qry
Pty
THE ROYALE - -
T77929437
m11324. A2
SPECIAL
1
1
Job Reference o 8onal
e,J uum.n 4., F.,i ,4x, FL 6.1su s Manl zulomilex lndusmes, Inc. Thu Aug LL ur:au[m 2Gi9 Pagel
ID. _kftGCA6bx7j2Syl H DXFw7ye310(-?GrPtwuMEYdNm4NgRxt55Paz5HQ27BAPJi5yIMNs
1-0-0 8-0-1 134-8 76-0-0 19-0-0 23-11-12 2fi-9-9 35-0-0 36-0-0.
-0-0 8-0-7 5-7-7 2-0-8 3-0-0 4-11-12 2-9-13 ~ 8-2-7 -0-0
Scale=162.3
4.00 12 5.6 = 4x4 =
5 6
15
as II 5x6 = 3z12
3x5 — 2.00 12
8-021
- ?3 7- i 19-0-0i 23-11-12 35 0-0 '
Plate Offsets (X Y)--
[2:0-1-2 Edge] [4:0-2-12 0-3-01 [4:0-M 0-1-121 [8:0-3-0 Edge] [B'0-0-0
0-1-121 [9:0-3-2 0-0-0] [10:0-1-15 Edgel - -
-
'LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (lDC)
Well
Ud
PLATES
GRIP
TOLL 20.0
Plate Grip DOL 1.25
TO 0.70
Vert(LL)
..0.75 12
>559
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.98
Vert(CT) ..-1.02
12-21
>412
240.
MT18HS
244/160
BOLL 0.0 '
Rep Stress lncr YES
WB 0.75
Horz(CT).
6.37 10
n/a
n/a
-
BCDL 10.0
Code FBC2017/1712014
- Matrix -MS
Weight 160 lb
FT=O%
LUMBER- BRACING-
'
TOP CHORD :2x4 SP M 30 - TOP CHORD. Structural wood sheathing directly applied or 2-4-8 oc purlins.
BOT CHORD .2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS IRow at midpt
7-13 ,
REACTIONS. (Ib/size) 2=134910-8-0, 10=1349/0-8-0,
Max HDrz 2=205(LC 8)
Max Uplift 2=-825(LC 10), 10=-825(LC 10)
FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less Except when shown.
TOP CHORD 2-3=3315/2113, 3-5=-2515/1641, 5-6=-2524/1699, 6-7=2672/1734, 7-9=-5246/3199,
9-10=5687/3567 -
BOT CHORD 2-15=-1849/3111, 14-15=-1849/3111, 13-14=1217/2314, 12-13=2804/5025,
- -
10-12=-3257/5414
WEBS 3-15=0/300,3-14=954/692,5-13=-206/561,6-13=-357/632, 7-13=2796/1678, ..
.. 7-12=1082/1957,:9-12=-479/463 . .
NOTES-
_ ..
1) Unbalanced roof live loads have been considered forthis design.
.
2) Wind: ASCE'7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf,' BCDL=3.Opsf, h=12f; B=45ft; L=50tt; eave=6tt; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6
to36-0-0 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) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This. Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and -any other members.. _
7) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grein.fonnula.. Building designer should verify
-
capacity of bearing surface.
8) Provide: mechanical connection (by others) oftruss tobearing plate capable, of withstanding 825 lb uplift atjoiiA 2 and 82516upliffat.
joint10. _
..
- _
iWaltecP., Finn PE K037l39; �-
'
MiTek US?:Ync FLCert6694r
�6934Par1(dEaal Blvd Tampa FLB6816` '
• A
August 22,2019
®WARNING-Ve'lydeslgepaamefers, MREADNOTESONTMSANDINCLUDEDiffEk ERENCEPAGEMII-7l nv.I&V3=15BEFOREUSE
"-
Des nvalid for use oN -
4 yw4l, MIT "emnnectors. This design¢6azeE ONy upon parameters srwwn, antl is hr an indivitluel building idmponenL not
��-
' aWss system:Before use, the builtli,g tlesyner must very Ne appliwblliry of design parameters and propetlyNmryorate this desgn inro the overall .,
'-bwltling-deslgn..Brzcing intliwtedk Wprevent bucNing ofintlMtlual Wss webentllar chord members only. AdditbmJ Misarary and pe,manent bradng
'M[Te�(•-
- is al ways re9uired (or stability and prereM col lapse wim possible personal Injury and prepeM damage Fargeneral guidenca regaMieg Na
_ fabrication -storage delivery, erection arb bracing of trussesantl buss systems, see .. ANSI?PIf puasty Crssna, DSB-BB antl BCSI Bullding Component
6904 Parke East Blv_tl_.
Salerylnfwmaflon. evailade tram Truss Flate InsBMe.216 N. Lee Street, Suite 312, Alexandna, VA22314..
Tampa. FL 36610
Job Truss
s Type - -
Oty .Ply
THE ROVALE
]SPECIAL
' T17929438
in 1324 A3
Job Reference o 8pnal
wamoers uuss, roc., on name, rL 8.13O s Mar l l 2U18 MI I ek IadUsmes, InC. Thu Aug 22 U7:5U:16 2019 Pagel
ID:-kriGCA6bx7j2Syl HDXFw7ye3KK-USOo58lW7XgU wfaE8S6eJxkZVdfnaUJdeSFeONMNr
1-0-0 8-0-1 14-0-0 21-0-0 23-11-12 26-9-11 - 35-0-0 6-0-
- I 8-0-1 5-11_75 7-0-0 2-11-12 2-9-14 8-2-6 -0-0
Scale=1:61.3
4mo 112
5.6 =
4
4.6 =
5
13
3x5 = 2.3 II 5x8 — U12
2.00 12
8-D-1 13-7-8 21-0-0 :23-11-12 35-0-0
8-n.t ) spa v�u � a:11_a 1111d I
Plate Offsets X Y)—
[2:0-1-2 Edpe] [8:0-1-15 Eope)
:LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
:I/deft
L/d
PLATES:
GRIP
TCLL .20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL)
0.72 10
>582
360
MT26
244/190.
TCDL '7.0
Lumber DOL 1.25
SC 0.98
Vert(CT)
-0.98 10-19
>427
240
MT18HS
244/190-
BCLL 0.0
Rep Stress Incr- YES
WB 0.74
Horz(CT)
0.35 8
n/a
Na
BCOL 10.0
Code. FBC2017/TP12014
Matrix -MS
Weight 158 lb
FT=0%
LUMBER- - BRACING -
TOP CHORD ":2x4 SP M 30 TOP CHORD
BOT CHORD'.:2x4 SP M 30 BOT CHORD.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) . 2=134910-8-0, 8=134910-M
Max Horz 2=-181(LC 8)
Max Uplift 2=-825(LC 10); 8=-825(LC 10)
FORCES. (Ib) -Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3286/2122, 3-4=-2556/1711, 4-5=-3161/2095, 5-6=3304/2150, 6-7=-5214/3232,
7-8=5695/3643
BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=1338/2410, 10-11=-2826/4982,
8-10=-3331/5422
WEBS 3-13=0/293, 3-12=-854/595, 4.11=-480/959, 5-11=360/724, 6-11=-2280/1355,
6-10=-1118/1934;7-10=-530/515
Structural wood sheathing directly applied o� 2-5-0 oc pur ins..
Rigid ceiling directly applied or 2-2-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE.7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0'to 3-9-10, Intedor(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6
to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 nonconcums4with 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-f1 wide
.will fit between the bottom chord and any other members.. . -
:.7) Bearing atjoint(s) 8 considers parallel to grain value using ANSUTPI 1 angle to groin f6rmula. Building designershould verify
_.capacityofbeanngsurface: .. .-:..:.— .. -.-
8) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 8251b uplift at joint 2 and 8251b uplift at. -
.jotnlB.=. -
'iWalfWPiFinnF '
NTek.tlSA, In FLNg2Q839: Cart 616174f.
.6904 Parke East ENCL Tampa F11336t_0:
lbaleC' -
August 22,2019
®WARNING- Vwffydesfgo paramefersandR NOTESONMSANDIN UDEOM19IEKREFERE PAGEMQ-74nl .10,0 t 15EEFOFENBE
Design valid foruse onty-wAh Mnelds oormecora. This design is Gazed only upon parameters shown, and is foran iMividual building component.not -
��•
abuass"den Before use, the bui'aes designer must veMy Me apPliczbiliry of de sign pmrmeters end pmpejty inceryomte Nis tlesigninto Ne oversll
■ -
bwldingdesign. Braongindimted is to p,event buckli,g of intlivdealtmss web and/or Mond members onty, Atltlifbnal temporary antl pepnanentbmdng
- -
_
MtTek•
is ahvays requ'vetl forstability antlm prevent w0apsewith possible personal lnj,ny end propertydemege. Forgeneml guidance regaMing the -
labdcation. srorage. delivery eredun antl bradng of trusses antl buss syatein. see .. AN81RPIf Duallry Dtlfeda, DSB-89 and BD6l Bulldfng Oomponenl".
8aferylnformarlan available from Truss Plate lna4Me,218 N. Lee Street, Suite 312, Alexantlda: VA 22314.
6904 PaMelast elvd.
Tampa, FL 36610- -
Truss
s Type -
uCIAL
Oty
Ply
THE ROYALE
Flob
�A4
" T17929439
bal
1
1
Job Reference o 8onal
B.13u s mar ii zing ml i ex mausmes, mc. nu nuq 44 ur:ou:11 zuf u rage 1
Scale=1.61.3
5.6 —
4.00 12 4
3x4 = 5x8 =2x3 II
5 6 7
14 13 3x4 0
3x6 = 3x4 = 5x6. = 2.00 12 3.12
23-11-12 35-0-0
n_Y_7
Plate Offsets (X Y)—
12:0-0-6 Edge1 [6:0-4-0 0-2-31 [9'0-1-15 Edce1-
LOADING (psQ
SPACING- 2-0-0
CS].
DEFL.
in (loc)
I/deft
Ud
PLATES.
GRIP -
TCLL 20.0
Plate Grip DOL 115
TC 0.67
Vert(LL)
0.73 11-12
s572
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
SC 0.96
Vert(CT)
-0.9811-20
>429
240
MT18HS
244/190
BCLL 0.0 `
Rep Stress Incr YES
WB. 0.77
Horz(CT)
0.36: 9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 160 lb
FT=0
LUMBER- - .." BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly
applied or 2-6-6 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing.
'WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1349/0-84), 9=1349/0-8-0 -
Max Horz 2=157(LC 9)
. ' Max Uplift 2=-825(LC 10), 9=825(LC 10)
-
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3367/2256; 3-4=-3093/2069, 4-5=-2645/1853; 5-6=3425/2347, 6-7=-5165/3301,
.
7-8=5219/3301, 8-9=-5704/3714
BOT CHORD 2=14=-2000/3170, 13-14=1488/2537, 12-13=2065/3480, 11-12=2440/4196,
" 9-11=-3399/5431
'
WEBS 3-14=-429/415, 4-14=323/584, 4-13=142/386,5-13=-1125/697,5-12=-141/467,
6-12=861/437, 9-1.1=1145/2016, 8-11=-542/518 -
-
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10;.Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
"
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0'to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6
to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
A 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 nonconcunent with any other live loads.
-
'6) ' This.truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-M wide
will fit between the bottom chord and any other members.
:7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify
-
_ capacity of bearing surface.--
- 8) Pmvide mechanical connection (by others) of truss to bearing plate capable of wlthstandiug 825 lb uplift at joint 2:and 825 lb uplift at
':.
-joint9.. _.. .. ...
..
Nb]839r.
"
-
MlTit US1,lne FLCen34
16604Rar1[a East BNd FL331i -
.
.Tam68pa
r
August 22,2019 "
AWAWNG-V.fydeygnpafamefersandREADNOMSOMMSANDINaUD®M14rEKREFERENCEPAGEMQ-7413rev,16ro3 ISBEFOREUSE. -oou
mo'
Design vxidfor use onlyvM Mnekaconnectors. TNs design is Eased ad upon parameters Shawn, and is for On intlivldual builm, componout not .
-
a buss system. Before use, Me bustling designer must verity Me apptcabiliy of design pammeters and papery inooryomte this design into Me overall
buildigdedge. Bmcingindicaiedistop wntbucklirgofindNdualbuss .b.dif.rchord members only. Arabians! temporary and permanenn?bracing
M�Tek•
is always reauhedfor stability and to prevent coltapsewlM possible personal injury and pmpertfoomage. For general guidance regartlbg Me -
falmamon,storage.delivery.iasafn and bmdog ofteeses antlbusssysleres, see ' . -ANSI PIf Ouamy CMer/a,OSB-89and BCSIBu(Iding Component..
fieD4 Parke East East Blvd.'
Safetylefamrarfon evoilable him Truss Plate Institute, 218 N. Lee Street, Suite 312,Alexandda;VA 42314.
,
Tampa FL si-
Job
Truss
Truss Type
Oty
Ply
THE ROYALE
-
T17929440
m11324
A6
HIP
1
t
Job Reference (optional)
wanroers I russ, Inc., ran Pierce, rL
8.130s Mar112U16MllexlnaUstnes,Inc. InUAUg22Ul:bU:l62U19 Pagel
Scale =1:60.3
5xB 2x3 II
4.00 12
as II 5.8 =
4x5 = 3x4 = 4x6 = 3,4 = 3x4 = 46, = 3x4 = .
10-0-0
13-8-0
21-0-0
25-0-0 (
35-0-0
1n.n-n
a -An )
�-an
a-ns
ins-n
Plate Oftaets(XY)-
[2:0-1-14Edgel[4:05-40-2-8] 17:0-5-40-2-81
[9:0-1-14Edge1
-
- -
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71 .:
Vert(LL)
./deft
0.60 11-13
>424
360
MT20
244/190
TCDL -7.0
Lumber DOL 1.25
BC 0.71 .
Vert(CT)
-0.78 13
>328
240.
BCLL 0.0 '
Rep Stress Incr YES
WB 0.31
Horz(CT)
0.11 9
n/a
n/a.
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight 153lb
FT=O%
LUMBER- BRACING -
TOP CHORD ''2x4 SP M 30 TOP CHORDStructural wood sheathing directly applied or 2-2-0 oc puffins.
BOT CHORD 2x4 SP M 30 - BOT CHORD.. Rigid ceiling directly applied or 4-6-3 oc bracing.
WEBS , 2x4 SP No.3 -
REACTIONS. (lb/Size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-8-0
Max Horz 2=-133(LC 8)
Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC,10).
Max Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20). .. ..
FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown.
TOP CHORD 2-3=-2600/2341, 3-4=-2215/1960, 4-5=-2527/2290, 5-6=2527/2290; 6-7=-2527/2290, _
7-8=-2531/2224, 8-9=-2880/2572
BOT CHORO' 2-16=-20742444, 14-16=1569/2065, 13-14=1968/2527; 11-13=-1833/2382, -
9-11=22902707
WEBS 3-16=495/599; 4-16=206/347, 4-14=-541/820, 5-14=-526/591, 6-13=-2341311,.
7-13=-182/282, 7-11=-355/492, 8-11=444/551 .
NOTES- .. .. .
1) Unbalanced roof live loads have been considered for this design. .. ..
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph;,TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exile C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 16-9-7; Intedor(1) 16-9-7 to 18-2-9. Exlerior(2) 18-2-9
to 25-0-0 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 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 bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. _ ..
-.6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 6921b uplift at joint 2, 219 lb uplift at _ _ -
joint 14 and 739 He uplift atjoint 9.- .. _ ..
Walter P. Ran PE Noit2839
1NTeKUS,AInc FL0ed9914': _..
:6904Parke East Blvd Tari 33610'
August 22,2016
®WARNING-VMtydWgnposesrersandR NOTESONTr4SAN01NClUQB)MRFXREFERFNCEPAGEMU-7g3rev.fe'0320f5BEFOREUSE
Design valid for use only,wllh MTekO ce medoni. This design w based only upon parameters shove, and is for an individual building component, not
�--
a Miss system. Before use, the WARM designer most wdy Me applicability of d6aignyammsters and properly Moorlands this design IMo.the overall
"
bmldi gdesign.Bredng Ndiwt.a Ntopreventbu.Mirgofindvtdua WsswebanNornOdmembenonly. AtlNtbnel temporary and permanent bracing
M(Te�(• .
Is always required for stability and Is prevent collapse with passible personal injury and propeitydamage. Forgeneralguidanceagardin the
.. '
fabdcatlon.storage, deliveryry erection and bracing of tosses and Wes systems, see ANSIRPH QualdyCriter-ee ia, DSBand SCSI Building Component
6904 Parle East Blvd:.
. Saletylainneatlon: availablefem Turss PlatelnsbUe,218N.Lm Street.SUte312,Alexandde;VA22314. ""
Teresa FL 36610- - -
Truss
Truss Type
Q'y
Ply]
Ply
THE RO�(agtlonal)
pm��
T17929441
B
COMMON
3
Job Refe
011ambers I hues. Inc., Fort Pierce, FL
8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 2Z 07:50:19 2019 Page 1
ID. _kfiGCA6bx7j2Sy1 HDXFw7ye3KX-ul4wiAvPQS23rON9vG7pGxZKnioW_5ymJchvEIyIMNo
13-10-0
4x6 =
3
6-11-0
Scale: ll2'=1'
2x3 II
3x4 = .. .. 3X4 0
13-10-0
Plate Offsets (X Y)-
[2:0-2-10 Edge]-14:0-2-10 Edge]
-
-
- - - -
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in
(lac)
Udefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC " 0.37
Vert(LL)
0.10.
5.8
-999
360
MT26 - 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.33
Vert(CT)
-0.13
5-8
>999
240.
BCLL 0.0 `.
Rep Stress Incr YES
WB 0.12
Horz(CT):
0.01
4
n1a
rda. -
BCDL. 10.0
Code FBC2017/17PI2014
Matrix -MS
..
Weigh i.47 lb FT=0
"LUMBER- - BRACING -
TOP CHORD ',2x4 SP M 30 "' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins..
BOT CHORD 2x4 SP M 30 BOT CHORD. Rigid ceiling directly applied or 7-7-1 oc bracing.
WEBS 2x4 SP No.3 -
REACTIONS. (lb/size) - 4=510/0-M, 2=568/0-8-0
_ Max Horz 2=93(LC 9) - . .
Max Uplift 4=292(LC 10), 2=-377(LC 10) -
FORCES. (lb)-Max.Comp./Max. Ten. -All farces 250(lb) or less. except when shown.
TOP CHORD 2-3=967/954, 3-0=-966/952 -
BOT CHORD 2-5=-785/883, 4-5=-785/883 -
WEBS 3-5=84/315 "
NOTES-
1) Unbalanced roof live loads have been considered for this design;.
2) Wind: ASCE 7-10; Vult-165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCD1_=3.0psf; h=1211; B=45ft; L=5011; eave-6ft; Cal.
II; Exp C; Encl., GCpi=D.18: MWFRS. (directional), and C-C Exteror(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 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 bottomchord and any other members.
.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2921to uplift at joint 4 and 3771b uplift at
joint 2.
tWalEdr P: Finii PE'No31839%
MiTek U§J,lne FL;C¢d T4 - ,---,
�6904 Parke East BhQ'.Tampa FL33610'.
Date'_
August 22,2019
A lW1fw1 3 Vinn'Iy desrgnpersoal end READ NOTES ON.WSAND INCLUDED MTEK NEPERENCEPAGEM-W3rev. 10103420I5 BEFOBE USE.-
. Design valid for use anly with MTek®wnnecxors. This resign is besedody upan perimeters slow. and is fore. m1iZ*1ml building component. not
-.
8 Mass system. Beare use, the budding desgner must verily fee applicability of design perimeters and pntpedy incorporate this design into me ovsmll
building design., Bracing indicated is to prevent buckling ofindmEual Was web mxVorchord members Only. Additional temporary and pemanent bmdng
MiTek'
Is ahrays mqutred Mrstibl y and to prevent collapse Wth possible personal muryand pmperydamage. Forgeneml guidanm ae,am ing the
fab4mtian,samtm,delivery, erMbn and bracing ofoussesandbuss systems ,see .. ANSITP11 Quality CrgaYa,DSO-89 and BCS1 Bugding Component
stout Parke East Blvd.
SafetyInformation. available from Truss Plate lnstiMe,218 N. Lee Street Suite 312. Aleaandria:VA 22314.
Tampa, R.36610 -
Job
Tmss
Qty
Ph/
THE ROVALE
T77929442
m11324
BH7
FType
ON HIP
1
1
Jab Reference (optional)
wampers mss, mc., ran fierce, rL 8.130 s Mar li zulu Mt l ex lnausmes, Inc. I nu / g zz elbu:zu zuiu t,age l
ID. _kfiGCA6bxTjj2Sy7HDXFw7ye3KX-MDelwWwl BmAwTYyLT_W2o96PO653jSbvYGQTnBy[MNn
is" - 21-"
1-0-h 7-0.0 96-0 11-E0 n:" 1 0 17-6-0 13Fb 21-0-0 23£-0 2S 28.0-0 350-0
go 7-0-0 zoo zoo zoo'oo 1-s-o zoo 2-00 loaoo zoo 2-0-0 zoo 70o 00
Scale =1:62.6
4.00 12 5.6 =
IPA
14 16
35 O9 33 32 " 30
8x5 '4x6 = 3x8 = - 3x4 = 4x6 = 3x6 =
7-0-0 14-0-0 I 27-0-0 28-0-0 ( 35-9"
Inn Inn Inn Inn Inn
Plate Offsets (X Y)-
12:0-1-2 Edge] [28:0-0-2 Edge]
- - -
-
-
- -- -
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (lac)
Well
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.72
Vert(LL)
0.51 32-33
>826
360
MT20 2441190
TCDL 7.6
Lumber DOL 1.25
BC 0.56
Vert(CT)
-0.67 32-33
>628
240.
BCLL 0.0 `
Rep Stress Incr YES
WB 0.48
Ho2(CT)
0.14 28
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 2081to FT=0
LUMBER- BRACING -
TOP CHORD '2x4 SP M 30 TOP CHORD
BOT CHORD '.2x4 SP M 30 BOT CHORD.
WEBS 2x4 SP No.3 JOINTS
REACTIONS. (lb/size) 2=1349/0-8-0, 28=134910-8-0.
Max Ho¢ 2=-223(LC 8)
Max Uplift 2=825(LC 10). 28=-825(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(to) or less except when shown.
TOP�CHORD 2-3=-3392/2640, 3-4=1213/956, 4-8=1157/946, 8-9=1145/979, 9-12=1122/1028,
12-14=-1125/1090,14-16=112411089,16-19=1121/1028,19-22=-1145/979,
22-26=-1157/946,26-27=-1214/956,27-28=-3393/2641,3-5=2373/2046, 5-7=-2376/2050,
7-10=-2376/2050, 10-11=-2376/2050,11-13=-2376/2050, 13-15=-2376/2050,
15-17=-2376/2050, 17-18=-2376/2050,18-20=2368/2046, 20-23=-2368/2046,
23-25=-2368/2046, 25-27=-2364/2041
BOT CHORD 2-35=-2358/3190, 33-35=-2360/3166, 32-33=2652/3448, 30-32=-2361/3167,
2830=-2358/3191 '
WEBS 3-35=0/284, 27-30=0/285, 3-33=317/378, 1833=A66/474, 27-32=-312/353,
14-15=4105/437
Structural wood sheathing directly applied or 3-8-6 oc puffins.
Rigid ceiling directly applied or 4-6-1 oc bracing. . .
1 Brace at Jt(s): 11, 18, 15, 7, 23
NOTES- --
1) Unbalanced roof live loads have been considered for this design:
2) Wind: ASCE,7-10;;Vult=165mpH (3-second gust) Vasd=128rnph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; L=50ft; eave=6ft; Cal.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) A-M to 3-9=10, Interior(1) 3-9-10 to 10-8-9, Extedor(2) 10-8-9 -
' to 17-6-0, Inte or(1) 24-3-7 to 31-2-6 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). All plates are 2x3 MT20 unless otherwise indicated.' -
-
5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrenl with any other live loads.,
_
6) ' This truss has been designed for a live load of 20.Ops(on.the bottom chord in All areas where a rectangle 3-6-0 talLby.2-0-0 wide
'
willfit Between the bottom chordand any othermembeis:- --
- - - -
'7)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 It, uplift atjoint 2 and 82516 Uplift at
8) Graphical puffin representation does. not depict the size or the orientation of the puffin alodgthe top and/or bottom chord.
_
ItdrP: FinnPE'No32839c
" -
M1tiTekllSg7n'c{FL CeR 89]4L,- , _
-
'69041-arke East Bhd:Tampa FL336W -
Augusi22,201 s
®WARMNG-Yaiydesfgnpar4metars andREADNOTESOMTNISANDING.UDEDWEX REFERENCEPAGEM67423nmt fNOYNrSBEFaREUSE
- Design valid for use only Wm MReI2connect rs. This design is basedordy upon parameters sham, and is for an Individual building mmponen[not; .
a Miss system. Before use. vie buflding designer must verify vie appliwbilM of design parameters and property incorporate Mls design into the ovemll
baildingdesgn.. Bracing indicated is to pnewnt buckling of m1h idualMuss web amsor ohoN members only. AddiOonal temporary and permanent banning
M]Tek-
isaWaysrequired/o[ stabiby and 0 prevent collapse WM possible personal injury and property damage. Forgenealguldenceregardirg Ma '
fatmeaton,storage, deliveryry erection and bracing oftrusses andbusss,steres,see .ANSI/IPH qually Crinado, OSB 9 andBC5l Building Component':..
Sa/eylnfamation availablefmTmss mPlate lns0lule.218N.Lea Street Suite 312,AIesnndm;VAU314. - '"'"
6904 Parke Fast BIM_.
Tempo, FL U610
Job Truss
Truss Type
Qty
Ply
THE ROVALE
' T77929443
m1f324 GRA
SPECIAL
1
1
.Inh Reference fmmtimnall
a.1du s mar n aVm mu ex muusmes, mc. nu nug Le ur:au:ez zuie rage l
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-Icm3LB.xHiNQeir6kaPZVVtaB=wrNBTbCAavar4ylM Ni
-1-0-0 1 4-1-8 5-7-3 8-2-13 9$$ 13-10-1 114-10-0
1-0-0 4-1$ 15-11. 2-7-9 1511 4-1$ 1-0-0
Scale=1:26.6
2.3] 12
44 — 44 =
410 — 4x10 =
79 4 20 21 5 22 6 -
2x3 11 3x4 = 3x4 = a3 II
3x4 = 3x4 =
4-1-8
S-7J
8-2-13
9$$
13-11-0
4-1$.
1311 -`
2-]-9 -
.1511
4-1_8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(too)
I/det
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL)
0.08
11
>999
360
MT20 2441190
TCDL 7.0
Lumber DOLL -
1,25
BC 0.32
Vert(CT)
.-0.10
10
>999
240
BCLL 0.0
Rep Stress lncr
- . NO
WB 0.06
Horz(CT)
. 0.03
7
n/a
n/a
AFT=0
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 581to .
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 - TOP CHORD
BOT CHORD '2x4 SP M 30 SOT CHORD
WEBS.2x4 SP N0.3
REACTIONS. (lb/size) 2=770/0-8-0, 7=770/0-8-0
Max Hom 2=-65(Lo 6)
Max Uplift 2=-523(LC 8), 7=-523(LC 8)
Max Grav 2=787(LC 17), 7=787(LC 18) -
.FORCES. (Id) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-1798/1192, 3-4=-1761/1197, 4-5=-1724/1169; 5-6=1761/1190, 6-7=-1798/1137
:130T CHORD 2-12=-1083/1685, 11-12=1082/1692; 10-11=1112M724, 9-10=-1024/1692,
7-9=-1028/1685 -
Structural wood sheathing directly applied or 54-7 oc purlins.
Rigid ceiling directly applied or 7-04 oc bracing.
NOTES-. :
-1) Unbalanced roof live loads have been considered for this design. -
2) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1211; B=45ft; L=50ft; eave. Eft; Cat.
II; Exit C; Encl.,,GCpi=0.18; MWFRS (directorial); Lumber DOL=1.60 plate grip DOL=1'.60
3) Provideadequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nunconcument with any other live loads. '
5) ' This truss has be.en.designed for a live load of 26.Opsf on thebottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523. lb uplift at joint 2 and 5231b uplift at
joint 7.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 631b down and 114 lb up at
4-1-8. 85 Ib down and 1241b up at 5-M, 113 It, down and 146 It, up at 5-7-3, 60 It, down and 129 Ib up at 5=11-0. 60 Ib down and
.129 Ib up at 7-11-0, 113 Ito down and 146 Ib up at 8-2-13, and.85 Ib down and 124 Ib up at 8-10-0, and 63 Ib down and 139:I1, up at
9-8-8 on top chord, and 6 lb down and 7 Ib up at 4-1-8, 18 Ito tlown and 15 Ib up at 5-0-0, 23 lb down at 5-7-3, 39 Ito down at 5-11-0
, 391b down at 7-11-0. 33110 down at 8-2-13, and 18 lb down and 15 I6 up at 8-10-0, and 6.lb down and 71b up at. 9-8-8 on.botom
chord: The-design/selecton of such connection device(s) is the responsibilityof;others. - -
8) In the LOAD _CASE(S) section, loads applied to the face ofthe truss are noted as front (F) or back (B).'
... ..
LOAD CASE(S) Standard
1). Dead+ Roof Live (balanced): Lumber Increase=1.25; Plate Increase-1.25 _ -
Uniform Loads (plf) - _ -
-Vert: 1-3=-54, 3-4=-54, 4-5=54,.5-6= 54; 6-8=-54, 13-16=-20
Concentrated Load a(lb) - IWaltar P: FinhPE No 22839' -
Vert:3=7(B) 4=-64(B) 5=64(B) 6=7(B)'12=-6(B) 11=35(12) 10=35(B) 9=-6(S) 19=-28(B) 20=60(B) 21=60(B) 22=28(B) YMiTek USAlne FL Cert 6676r
23=-18(8)24=-18(B) 6904 Parka Eaat elvd-Tampa FE3iililk- ..
- August 22,2019
,&WARNING-VanVdisaignparamemsandR DNDIESOM MSANDINCLUDEDMREKBEFERENCEPAGEMII-74T ..iG' ISBEFGRE _USE
_ Design valid foruse only Mth MTek®memeclors. This design is based onlMw y upon paremeters sn, and Is for an indi dual building mmpon.m not
a buss system. Before use, the buadng designer must ven/y the applicability of design parameters and properly incorporate this design into Me overall
buildign. iri Bracing Indicatedlstopmv ntbucWmgofin"dualhusswebmWorchordmembenonly. AddiMnalteraxeryandpmmanentbradng MtTpik�
Is always required for stability and to prevent collapse Wth possible personal injury and property damage. Forgenerelguidance"ardirgthe '
fabrication, storage,delivery. enectionanC bracing oftrusses anderassplares, see ANWgPIf Duality CdM ,DSB.89andBCSl Bulid/ng Comppnenf 6904 Parke East Blvd.
Safety Information, available from Tess Plate Institute.218 N. Lee Street Suite 312, Ala.andna, VA 22314. - Tampa, FL-36610
Job Truss -
Type
City
Ply
THE ROYALET17929444
Fffl$8
m11324. GRB
CIAL
1
1
Job Reference (optional)
'naumen i ruaa, mc, roa mares, rL 8.130 s Mar 112018 MITek Industries, Inc. Thu Aug 2201;50:23 2019 Page 1
ID:_k8GCA6bz7j2Sy1HDXFw7ye3"-moKRZXyvThYVK?hw8641Onk?AJAgwoTLEEf7NWyIMNk
�1-0 10.3-0 15-0-0 21£-0 I2-0 28-1-0 35-0-0 36-0-0
��-0. 5-0-0 5�-0 53-0 6-0-0 4A-0 1-11-0 6d 1-0 Ir-0-0
Scale=1:62.4
4.00 12
2.3 II
4z4
4x8 =
3z4 =
3x6 =
2x3 II
Ox4 =
9
,'ayli
3 25
26 4 27 28 29
5 630 31 32
733 34 35
8
J �1 2
10 11 Nln
Ile
18 36
37 17 38 16 39
42
14 4313
12
3x4 =
2x3 II
3x4 = 3.6 =
Sz6S=4041
3x4 —3z6 =
3x4 =
3.4 =
10J-015-6-0
LINO
28-1-0
35-0-0
•. iJ1.11
6_!11
5_'ill
IN
R_1
I A_11J1
Plate Offsets (X Y)--
[3:0-5.4 0-2-0] -
--
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL.
in (loc)
Udeff -
L/tl
PLATES GRIP
TCLL 20.0
Plate Grip DOL. 1.25
TC 0.41
Vert(LL)
0.11 17-18
>999
360
_ .
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.38
Vert(CT) "
-0.1417-18
>999
240..
BCLL - 0.0 '
Rep Stress Incr . NO
WB 0.53
H=(CT) .
0.03 10
We
n/a
BCDL 10.0
Code. FBC2017/TPI2014
Matrix -MS
Weight 146 lb FT=O6/�
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purims.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
.WEBS 2x4 SP No.3 WEBS 1 Row at midpt - 4-15
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz 2=96(LC 7)
Max Uplift All uplift 100 Ile or less atjoint(s) except 2=-536(LC 8), 15=-8418), 14=-555(LC 8), 10=-314(LC
8)
Max Grav All reactluns 250 to or less at joint(s) except 2=787(LC 17),.15=1322(LC 1). 14=927(LC 1), 10=506(LC
14)
FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(I1a) or less except when shown.
TOP CHORD'.. 2-3=-1773/1106, 3-4=-1406/944, 4-6=304/595, 6-7=304/595, 7-8=304/595,
8-9=702/344, 9-10=-719l323
BOT CHORD 2-18=-962/1659, 17-18=-958/1675, 15-17=843/1406, 14-15=-595/429, 12y14=-158/622.
10-12=-196/636
WEBS 3-18=01331, 3-17=297/158, 4-17=0/362, 4-15=-2076/1313, 6-15=-505/480,
7-14=-431/408, 8-14=-1063/625, 8-12=-115/265
NOTES
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165inph (3-second gust) Vasd=128mph;;TCDL=4.2psf; BCDL-3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cal.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp.DOL=1.60
3) Provide' adequate drainage to prevent water pending.
4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.'
5) `This truss has been designed for a live load of 20.Opsf on. the'. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottomchord and any other members: -
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536111 uplift at joint 2, 846.1b uplift at
joint 15, 555 lb uplift atjoint 14 and 314 to uplift atjoint 10. -
-7) Hangers) or other connection device(s) shall be provided sufficient to suppprt concentrated load(s) 257lb down'and 341 Ile up at
5-0-0,' 100 lb down and 129 lb -up at-7-0-12, 100 Ib down and 129 Ib up at 9-0-12, 100 lb down and 129 lb up at 11-0-12, 100 to -
down and 126 to up at.13-0-12, 100 lb down and 129 lb up at 15-0-12. 106 11i down and"129 lb.up at 17-0-12, and 10011a down and '
129 lb -Op at 19-0-12, and-100 lb down and 129 to upat21-1-4 on top chord, and 83 Ib down at 5-0-0. 39 lb down et M-12, 39 Ib
down at 9-0-12, 39 lb down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 16 down at
19-0-12, and 39 He down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
.8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). '
.. LOAD �CASE(S) Standard - ..
;Walter P: Finn PE Ndk228192
MITek U9A,'fne FL Co" 66.A
Gill l perke:East BNd. Temple FIE
'iDatpi:;
August 22,2019
A wARMNG- Verily design Paramar.=a dR6:ADNOTESOM MSANDINt1.UDEDMI7EKREFERENCEPAGEM -7Q3..IM=158FFOREUSE
_ Design valid for use any with MTeMs cunneclom. This design is based anly upon parameters slmwn, and is loran Individual building component,not
0 taassystem. Sefore use, the building desgner must very the applicaNlityof designparameters and towns, incorporate this design into the overall -
buildingdesign.Bmcinglndicatedistopeawntbue,fing ofindmidualtinessimbandlorthorml mandoemonly. Additional temporary and permanent testing
always required for stability and to prevent collapse with possible personal injury and properly damage. Forgeneraiguidancoregaedirgthe
febm"don,sbrsge, delivery, encode and bracing of trusses and truss systems.see ANSWPIl Owthy CModa,DS&89andBCSIBuI/d/ng Componenf':
Safey lnfarmallon. available from Tmss Plate Institute. 218 N. Lee Street Suite 31ZAlexandra, VA 22314.
-
Welk'
6K4 Parka East Blvd.
Tampa, FL36610 ' -
Job::�G�RB�BPr�GIAL
Oty -
Piy
THE ROYALET17929444m11324
1
1
'
Jab Reference o tional
unamner; I russ, me., FOn Ylen e, hL 8.130 s Mar 11 ZU18 Mi IeK Inaustnes, Inc. InU AUg ZZ VI:bU:23 ZUIU Page 2
ID:_kfGCA6bK7j2Syl HDXFw7ye3KX-mOKRZXyvThYVK?hw86410nk?AJAgwoTLEEfINWyIMNk
LOAD CASE(S) ,Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25; Plate Increase=1.25
Uniform Loads (pig
Vert: 1-3=-54,3-8=-54, 8-9=-54, 9-11=-54, 19-22=-20 _
Concentrated Loads (Ib)
Vert: 3=-160(F) 18=45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(17) 30=60(F) 31=-60(F) 32=-60(F) 33=60(F) 36=-13(F) 37=13(F) 38=-13(F) 39=13(F) 40=-13(F).
41=-13(F) 42=-13(F) 43=-13(F) --
' AWAWM-VerifydesignpaamemandR NOMS ON TNISANDI0CLUD®MNEKNFF6tENCEPAGEMII.7M sv. 1"amI58EFORE USE
Design valid for use only wire MiTbW ommeotom. This design is humanity upon parameters shown, and is for an individual building component, not.
a buss system. Before use the building designer must verify the applicabiby of design parameters and pmperly incorporate this design into the mmmll
' building design.. Bracing indicated is to prevent buclang of indi idual tress web endlorcM1ON members only'AtldiOonaltemlrorery. and pelmanentbmcing
- MITQK•
is aMe, inn uire l fin stabiliy and b prevent collapse with possible personal injury end properhAamage. ForgenemI guldsme mmudirg IDe
fabrimfimt, stwage.delivery, erection am bmcingoftrummeandtrusssysmis.see ".. ANSI/7PIf Quality Criteria, DSB-89 and BCSI Building Component
6904Padua East BIW.'-
Saferylnformaddn mistable fmm Tmss Plate lnsgWte.218 N. Lea Street Suite 312,AImmmfte;VA 22314.
Tampa. FL.36610-
Truss
Truss Type
Oty
Ply
THE ROVALET17929445324
rlob
GRC
HIP
1
1
Jab Reference c 8onal
�nai„ur:,b,i—.. ,... rout nerve, rL
n.1Ju s man 1 zula mu eft muusmes, roc. I nu
Mu:za eu I V
5x8 W18HS =
4.00 12
5aB WIBHS
2x3 11 3x8 =, 3x6 = 2x3 11
Scale=1:60.3
33 la S9 o. 0C sr `^- 11 .]u
3.5 = 2x3 11 3x6 = Sala = Sala = 3x6 = 2x3 II 3.5 =
8-0-0 1' 13-8.0 k27-0-0 35-0-0
Plate Offsets (X 1)-
(3:0-5-4 0-2-81,18:0-5-4 0-2-81
-
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL.
in (roc)
I/deb
L/d
PLATES
GRIP
TCLL 20.0;
Plate Grip DOL : 1..25
TC .' 0.71
Vert(LL) .
0.22 11-22
>999
360.'.- '...
MT26
. 2441190.
TCDL . :7.0
Lumber DOL 1.25
BC:. 0.67
Vert(CT).
-0.31 '13-14
>830
240.
MT18HS
244/190
BCLL 0.0 .'
Rep Stress Incr NO
WB 0.79-
Hmz(CT)
0.05 9
Na
n/a
BCDL 10.0
Code FBC2017rrP12014.
Matrix -MS
Weight: 157 lb
FT=0 -
LUMBER- BRACING -
TOP CHORD:.'2x4 SO M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins.
BOT CHORD :2x4 SO M 30 BOT CHORD Rigid ceiling directlyapplied oCS9-3 oc bracing.
WEBS 2x4 SO No.3 *Except* . WEBS 1 Row at midpt 3-14, 5-14
4-14.7-13:-2z6 SO No.2 ,.
REACTIONS. (Ib/size) 2=412/0-8-0, 14=3582/0-8-0, 9=1192/0-" .. - .
Max Hom 2=-109(LC 6)
Max Uplift 2=-299(LC 8), 14=2133(LC 8), 9=-764(LC 8)
Max Grew 2=423(LC 17), 14A582(LC 1), 9=1.194(LC 18) . .
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD- 2J=377/225, 34e-1093/1954, 4-5=1093/1954, 5-7=-194311220,7-8=1943/1220,
8-9=-2776/1671 - - -
BOT CHORD. 2-16=-154/317, 14-16=160/350, 11-13=-1475/2624,'9-11=-1464/2591
WEBS 3-16=-200/679, 3-14=-2514/1528, 4-14=-641/586, 5-14=2674/1707, 5-13=-112412080,
.. - 7-13=592/548,8-13=-760/483, 8-11=201/684"
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=4511; L=50R; eave=6ft;.Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a W.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '
will fit between the bottom.chonl and any other members.'_ : ' ' ' . -
7) provide mechanical connection (by others) of buss to bearing plate capable ofwithstanding 29916 uplift at joint 2, 2133 lb uplift at
joint 14 and 76416 uplift at joint 9l-
8) Hanger(s) or other connection device(s) shall be provided sufficient to supportconcentrated load(s) 1821b cownfand 312 lb up at
8-0-0, 1071b down and 173 lb up at 10-0-12, 107 lb down and 173 1ti up al 12-0-12, 107 lb down and 173 16 up at, 14-0-12, 1071b :
down antl 173Its 'up at 16-0-12, 107 lb down and '173Hit up at 16-11A, 107 lbdown and 173 lb up at -18-11-4, 107 It down and 173 -
-lb up at 20-11-0, 107 lb down and- 73 lb up at 22-11-4, and 10716 down and 173 lb up at 24=11-4, and 182 lb down and 312 1b up
at.27-0-0 on top chord, and -4111b down and 242 lb up at 8-0-0, 79 He down and 1 )b up at 10-0-12, 79 lb down and 1 lb up at.
- 12-0-12, 79 lb down and 19b up at * 14-0-12, 79 lb down and 1 lb up at 16-0-12, 79 lb down and 1 lb up at 16-11-0, 79 lb down and.
1 lb up at 18-11-4, 79 1Id down and 1 lb up at 20-11-4, 79 11D down and 1 Iti'upat:22-11-0, and 79 lb down and 1 lb up at 24-11-4,,
and 411 lb down and 242 lb up at 26-11=4 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others. - - -
' 9) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B).
-LOAD CASE(S). Standard
rno6oued nn k— I
Walter P. FinnPE Na72839j
MiTek USB;1ac FLCert6804,
'6904 Parke East BNd Tampa FL 99910`
August 22,2016
®WARNING.VedfydeVgnpanmetemaMREADNOMS ON 7117SANDINMUDm MRIXRffFRENCE PAGE M11.7a3rev. ide3/29f8eEFORE USE. - ��
peugnvalidfor use onlyw Mnnm es0cormectos. This design is based onlyupon parameters slx, andisfor an indiNm dual building component not,
.'muss system. Before use: the building designer must verify the applicability of design parameters and pmpedy incorporate this design into the overall
bulding design.Bradng mtlicatedis to preventbuciingofindiNdual tmsswebandlorcimrtl members only: Additional temporary and permanent bracing M(Tek•
is always required forstability and to prevent co8apse with possible personal injury andivoperty.damage. Forgeneruguidanceragardingthe '
fabdcwn,sMrage,'delivery,erecBoneMbmcingofbussesandm.sssystems,see ANSNPIf Quality creeds,DSS-89 and SCSI Building Component 6904 Parke East BIA.
Safetylefemoulon: available from Truss Plate InstMe,218 N. Lee Street Suite 312, Alexan ria: VA 42314. Tampa, FL 36610
Job Truss -
Truss Type
Oty
Ply
THE ROYALE
T17929445
m71324 GRC
HIP
1
1
Jab Reference (optional) -
........._,. ..... ,r� a.gJus mans zuio muexmummes, inc. nuruganv:au:armry rage[
ID: kfiGCA6bxTjj2Sy1HDXFw7ye3KK-F?tpmtzXE?gLy9G6igb_z?H57jOlfBgVruOgwyylMNj
LOAD CASE(S), Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert 1-3=54, 3-8=54, 8-10=-54, 17-20=-20
Concentrated Loads (Ib)
Vert 3=126(3) 6=107(B) 8=-126(B) 15=-50(B) 16=41 1 (B) 1 1=-41 1(B) 12=-50(B) 23=-107(B) 25=-107(B) 26=-107(B) 27=107(B) 28=-107(B) 29=-107(B)
30=-107(B) 32=107(B) 33=-50(B) 34=50(B) 35=-50(B) 36=-50(B) 37=-50(B) 38=-50(B),39=50(B)
ESON 7N15 AND eEPoRE USE
®WARfpNG-Use
paremefasandRs.
reeding
onlys upnpaB)MI7IXRBFFIaENCEPAGEMIIJQ] o3po
TWsd parameters nand bform component,
- Design valid for useonlyme. MRek9cermeder
designe basedbNty m,eral
'
must of d
abuse system. Before use, Me building designer must wort,Meapplicability designpaameRre and pmpeM inwfporete this tlesign into Ne overall
tsm mompheto tbuidmip[Mothe
'
building design. Brepnq Ntliwled lsroprevent buckling of lOtlivitlual Wes web enNar"0"members only: Atldtional temporary and permanentbmcing
MiTek'
_
I..Avays requlredforstabilityantlbprevent m0apsevAh possible personal in entlpropertytlamage. Forgenerzl guitlance regeNiig fhe '
- fabdcegan, storage, tlelivery, erection antl bracing of trusses antl buss systems. see ANSI/rplf Quality Cnleda, OSB-89 antl BC51 Buptlfng Component "
"
6904 Parke East Blvd
aakryfnlormatldn avatlable Gom Truss".. InsEWte, 21a N. Lee Street, Suge 311, AIexanMa:Tampa,
FL 36610. .
Truss
Truss Type - -
Qly
Ply
THE ROYALE
FJob
'
T77929446
m11324. J1
MONO TRUSS
2
1
Job Reference o tional '
ru, mc., ran Pierce, 1-L
8.131) s Mar 1121.118 MI I ex IndusmeS, Inc.
ID: kriGCA6bx7j2Sy1HDXFw7ye3KK-jBRB_D_A?IoCZJ
-1-0-0 1-0-0
-0-0 1-0-0
3v4_—
ZU19 Pagel
Scale =1:6.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Well Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.18
Vert(LL) -0.00
5 >999360
.
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.02
Veft(CT) -0.00
5 >999 240
BCLL 0.0
Rep Stress lncr YES
WI3
0.00
Holz(CT):. 0.00
4 n/a n/a
-
BCDL 10.0
Code FBC2017/iP12014
Matru-MP
,.
Weight: 5lb FT=0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc pudins.
BOT CHORD' 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. '
REACTIONS. (Ib/size) 3=9/Mechanica1, 2=118/0-8-0, 4=0/MechantwI
,
Max Horz 2=48(LC 10)
Max Uplift 3=-4(LC 7), 2=-140(LC 10)
Max Grav 3=11(LC 15), 2=118(LC 1), 4=17(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces .250(lb) or less except when. shown.
NOTES-
_.1), Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 15=4511; L=50ft; ea4e=6fk Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zoni 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 fora live load of 20.0psf onthe:botlom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will 6t between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections. .
5) Provide mechanical connection (by others) of truss to bearing plate capable ad withstanding 4lb uplift aljoinl3 and 140 lb uplift at .
joint 2. ... -
®WARMNG-Verity OeVgaparamerersandB NOT ONTMSA INCLUBFBMIrIXREFFRENCEPAGEMH.7V3rev.IWO=15HEPo oEU
-
Design valid for use ontywiM MTekW mimecto e. This design is baseE only upon parameters shoi and is for an indirw[ al building component, not
-
a buss system. Before use, Me budding designer must vent' Me applicability of design parameters and prosody incorponate this design into Me overall
buildingdesigry Bracing Ndiwtedisto preventbucidingotindividualtrussweb anclurcimrd members only. Additional temporary and permanent bracing
_
'-M�Tek .
Is always required for stability and to prevent collapse with possible personal VIM andpropenydamage. For general guidance regarding Me
fabricator, storage, deliveryry erection and bracing oftmssecardtuss systems. see ANSITIP/1 Quality creme, Di and BCSI Building Component
-
'
6904 Pai East BW.
Safelylnformadon evailablefrom Tuns PiMeimbUe,218N.Lm Street,Suite3iZAt..&.;VA22314.
Tampa, FL W610_ .
Job Truss
Truss Type
Ply
THE ROYALE
T17929447
m11324 J2
MONO TRUSS
�Qty
4
1
Job Reference (optional)
Gnarn ers I runs, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industnes, Inc. Tbu Aug 22 07:50:25 2019 Page 1
ID:_kfGCA6bx7j2Sy1HDXFw7ye3KK_-jBRB_D_A?IoCZJrIFX6DVCpPF7v OgleiY8ESPyIMNi
1-0-0 2 0-0
0 A Scale =1:7.8
3x4 = 4
2-0-0 -
LOADING (pso SPACING- 2-0-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 "Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240.
BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT). -0.00 3 n/a n1a. .
BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MP .. Weight: 8lb F.T=O%
LUMBER- BRACING -
TOP -CHORD 2x4 SP N0.3. .- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD-" Rigid ceiling directly applied or 10-M oc bracing.
-REACTIONS. (Ib/size) 3=37/Mechanical,2=141/0-8-0, 4=23/Mechanical -
Max Horz 2=67(LC 10)
Max Uplift 3=28(LC.10), 2=136(LC 10). 4=-3(LQ 7) _
Max Grant 3=42(LC 15), 2=141(LC 1), 4=31(LC 3)'
FORCES. (lb) -Max. Comp./Max. Ten.-- All forces 250 fib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft' eave=6ft; Cat.
II; Exp R Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2);zone;C-C for members and forces& MWFRS for reactions -
shown; Lumber DOL=1.60 plate grip DOL=1.60 "
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live bads.. ..
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)Refertogirder(s)for truss to truss connections.
5) Providemechanical connection (by others) of truss to bearing plate capable of_ withstanding 28 lb uplift at joint 3, 136 lb uplift at joint
2 and 3 lb uplift at joint 4. .. .
IWalter Ri Finn9E�No:7gB1B:
MITek Usglne FL Cart 667a1.
t6904 FarkeEast Blvd. Tampa FL 3361 .
jbateg '
August22,2019
'-AWARNING- Verify desire paramelersend READ NOTES ON MIS AND INCLUDED MME'r RENCEPAGEMII.7M rev. f0'03%tOfSBEFD1iEU5E'
Design valid for use only" Mifelb correctors. This design is based onlyuin nparameters shown. and is for an indlNdual building component, not
��'
a truss system. Before use, the buldiig designer must verify tre applicability of design parameters and pmoedy Incorporate this design Into the overall
building desgm, Bracing Ndicetedis to prevent bucking of individual truss web anNor Chard members only. Additbnal temperery and permanent bmdng -
MjTek .
-m ahvays requ4ed for stability and to prevent collapse Win possible personal injury and properydamage. For general guidance regarding the '
rabdcatian, storage; delivery, erection and breCng of tosses and buss systems, see 1 ANS/RPI1 Ooalify Cr/leda, DSB-a9 and BCSI Building Campanent'
6904 Period East Blvd.Safelyfnrsmadon
m ovalablefmTruss Plate lmouse. 218N. Lee Street, Suite 312, Alexandra. VA22314._ -
Tampa FL U610
Job Truss
Ply
THE ROYALE
T77929448
m11324 J3
SS
JMmDND�TR
�Qty
2
1
Job Reference o Banal
5.1 Ju s Mar 11 Lula Mn ex mpusmes, Inc. Inu Aug L[ Uf:au:Lb ZUJU Valid 1
Scale =1:9.4
3x4 =
3-0-0
-
LOADING (psf)
SPACING.
2-0-0
CSI.
DEFL. in
(Joe) I/defl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL) 0.01
4-7 >999 360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.17
Vert(CT) -0.01
4-7 >999 240
BCLL 0.0 '
Rep Stress lncr
YES
MIS 0.00
Horz(CT) -0.00
3 rda n/a
BCDL 10.0
Code FSC2017/TPI2014
Matrix -MP
Weight 11 lb
FT=O%
LUMBER-
BRACING -
TOP CHORD 2x4 SP N0.3
TOP CHORD
Structural wood sheathing directly applied or3-M
oc puffins.
BOT CHORD2x4 SP N0.3
SOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=64/Mechanica1, 2=173/0-8-0, 4=37/Mechanical
Max Horz 2=85(LC 10)
Max Uplift 3=-54(LC 10), 2=147(LC 10), 4=-4(LC ID)
Max Grav 3=70(LC 15), 2=173(LC 1), 4=5O(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when. shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph;TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; L=50ft; eave=6ft; Cat.
II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) ' This truss has been designed for a live load of 20.0psf on thebottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottornchord 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 541b uplift at joint 3, 1471b uplift alJoint
2 and 4 He uplift at joint 4. '
Walter P. FlnnPENo.23839.
ftiTek USA'Yne: FL OaR 8874'
697E Parka Ent Blyd+Tampa FL 33610:
August 22,2019
AwA NG-VsnfydesrgnparameresanCltEA0NO7ESONFNISANOINLLUVMigTiKREFERENCEPAGEM0.7g3 rtv. lhDYt015BSORE USE
'
Design valid for use only with Mi skZ)connecdors. TNs design Is based only upon parameters sinwn,antl Is for mi IndlVdual building component not
�''
a used system. Belore use, the building designer must verify Me applldebility of design parameters and pmpetly.doolderete %is design Into Ue overall
buildingdesign. Bidding howled bid paventbuckling ollndiNdual rmsswebandfortund members only. Additionaltempoaryandpmmanentbaoing
•M!Tek•
Is ekveys repul ad for stability and ill Prevent collapse with possible personal injury and papertydemage. Forgeneal guldanw regarding the
.
febdwibn, sbrage,delivery, erection and lading ofbusses and truss systems,see -. AN9yrPlf Duality CNfedd/DSB-89 and Bcar Building Component:
6909 Palle East Blvtl.
Safem ylnforaflon mmlaNe from Tries Plate InstiMe.21ON. Led Street Suite 312, NmanMa.VA 22314.
- Tampa, FL, 36610
Job
Truss
Tress Type
city
ply
THE ROYALE
T17929449
MJ1324
J4
MONO TRUSS
4
1
.Inh Reference foptionall
u uao, mom., ,e,,.e. r,
d.l.lus Marll LUICMIIeK,nausmes,Inc. InUHUgzzur:pu:2rzuiu Yage1
ID_k9GCA6bx7j2SylHDXFw7ye3KK-fZZyONOXWJwpc?hNyBhadvhR Xgskox9sdLWHNMNg
3x4 = 4
Scale=1:11.1
4-M
LOADING (psl)
SPACING-
2-0-0
CSI.
DEFL. in
(lac) Well Ud
PLATES
GRIP
TCLL 20.0
Plate Grip.DOL
1.25
TC
0.39
Vert(LL) 0.02
4-7 >999 360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.37
Vert(CT) -0.02
4-7 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT) -0.00
3 n1a n1a
SCOL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight 141b
FT=0
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP'CHORD
Structural wood sheathing directly applied or 4-0-0 oc pudins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. lb/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical
Max Horz 2=104(LC10)
Max Uplift 3=-79(LC 10), 2=-151(LC 10), 4=-B(LC 10)
Max Grav 3=97(LC 15), 2=206(LC 1), 4=67(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown,
NOTES-
' 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf. h=12ft; B=45ft; L=50ft; eave=6ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads.
..3) ' This buss has been designed for a live load of 20.Opsf on thebottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom.chord and any other members.
4) Refer to girder(s) for buss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint3, 161 lb uplift atjoinl
2 and 8 Ito uplift at joint 4.
Walter ViFinn FENu.72839;
�MiTekI150.Ine..FC CeR BBOd'
)li 6 Parka East Blvd. Tampa FL`33610'_
i0ate:1
August 22,2019
_-AWARNING-Va tydesignprdmerersandRE NOMSGNMSAND/NUUD®MRIXREFERENCEPAGEM-7473rev.160Y1Or5BEFOREDSE
Design velitl for use oNy,v4N MiTekAl mrmectors.TNs designb based oNy upon parvneters slpwn, end'Is fora b" dualb Tng component,not'
��•
a husa system. Belor use; Ne butltlin, 1, nee musIvetlryNe eppllcebiliry of tlesignparemeters end PopeM Incorporate Nis tlesgn inro Ne overall
intlicatetlbto prevent bucNing ofNNNtluN lrsswebaMlprd,oN members oNy. AtlNlbnN temcare ryantl pome.nantbreGng
IVI�Tek-,:
Moe
- belways requsetl forstabia entlb prevent'oatlapsav4th possible persanN lnhaya,M propeMdamage. Forganerel gubance regaNirg Na
-
- fabdcatlgn, mtie,delivery,erection eM DreGng of wssas end Wssaystemssea '• AN51?Plf Duality C'.'e,DSB-ae and BCSl Bulldlny Component :.
eao,tp.reEast Blvtl.
Sarptylnfprmaf'ao ay.".'aaem Truss PbtelnsaNro,218 N. Lee Street Suih 312.AInaandde, VA 22314. - "'
Tampa.FL36610
Job Truss
Truss Type -
Oty -
Ply
THE ROYALE
T77929450
mJ1324 JS
MONO TRUSS
11
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4 =
8.130 s Mar 112018 MlTek Industries, inc. Thu Aug 22 07:50:27 2019 Page
I D _k6GCA6bx7j2Syl HDXFw7ye3KK-f2ZyOv7OXw3wpc?hNy8hadvdXxT Wskox9sdLWHylMNg
5-0.0
5-0_0
Seale-1:12.7
LOADING (psf)
SPACING- 2-0-0
- CSI.
DEFL. in (loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL) 0.06 4-7 >939 360
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.06 4-7 >964 240
BCLL 0.0 '
Rep Stress Incr YES
WB, 0.00
Horz(CT) -0.00 3 Wa We
'
BCDL 10.0
Code FBC2017frPI2014
Matrix -MP
Weight: 171b FT=0
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc punins.
BOT CHORD'. 2x4 SO No.3 BOT CHORD Rigid ceiling diral applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=115/Mechaniml, 2=243/0-8-0, 4=63/Mechanical
Max Hors 2=123(LC 10)
Max Uplift3=104(LC 10), 2=177(1_C 10), 4=9(LC 10)
Max Grant 3=125(LC 15), 2=243(LC 1), 4=87(LC 3)
FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B=45fb L=5011; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pat bottom chard 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 girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3, 177 lb uplift at
joint 2 and 9 to uplift atjoint 4. -
;Mattel P, Plnr Is No:]1979:
MiTek USA;lite. Fl. din6614'
'6904Earke Eiatillvd.Tampa FE33616.
i0etor, '
August 22,2019
AWARMNG-Vedfydeslgn ParamefersandREADNOMS ON MSAW1NCLUDE),&mEBtiBtENeEPAGEW-7473rev. 1041YA1513EFDRENSE Nil*
ve9d for use onlywhb MTeacerrectors. This design Is basedonlyopon paromddi ersovm, and is for on lndlvldualbuilding compilers,
a truss system. Before use, the building designer must verily Me applicability of design pammetem and properly Incmpmete Nis design into the overall
bulldingdeslgn. grading Indicated into preventbucklirgoflndNdualtmssmb andlorcbord members only. Addls,nal temporary and pernanentbmdng M(Tek• .
Is allays m9u0ed for stability Sorts, prevent mgapeewith possible personallnjury and property damage. For general guldance regarding the -
• IebdcaWn,storage;degvEry, erection aMbracing oftrusses and buss systems, See MSUnPIt Quality h/tech, MS 89 and BCS1 Building Component„ 6904 Parke East Bivd.
Sahrylnbmeallon evai W.N mTnss PlatelnsbWle218N.Lee Str LSWte31ZAlexaodna.VA22314. .. Tampa, R-36610-
Jab Truss
Truss Type -
Qly
Ply
THE ROYALE
T77929451
mj1324 J6
MONO TRUSS
4
1
Job Reference (optional)
Gnamoers buss, Inc., Fon Fierce. rL d.1lus Ma(TlLinnranes mausmes, Inc. lnumuy ze uvou..zo zu Iv rag.l
ID:_k6GCA6bx7j2Syl HDXFw7ye3KX-7m7KCF021DBnQmZbft7rRtsKmBbB24O W Mu3kylMNf
-0-0 6-0-0
Scale-1:14.3
3x4 = 4
6-0-0
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/dell List
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.34
Vert(LL) 0.11
4-7 >664 360
' MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.80
Vert(CT) -0.11
4-7 >652 240
BCLL 0.0 '
Rep Stress Incr
YES
WB. 0.00
Horz(CT) -0.00
3 We Na
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight 20 to
FT=0%
LUMBER-
BRACING.
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD'. 2x4 SP No.3
SOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=142/Mechanical,2=275/0-8-0,4=70/Mechanical
Max Horz 2=140(LC 10)
Max Uplift 3=129(LC 10), 2=-192(LC 10). 4=-8(LC 10)
Max Grant 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) .
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when. shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph(TCDL=4.2psf; BCDL=3.0psf; h=12ft; 13=45ft; L=50ft; eave=6ft; Cat.
II; 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 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0psf on thebottom chard 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 1291b uplift atjoint 3, 192111 uplift at
joint 2 and 8 Ib uplift atjoint 4.
�Waltar P. Finn PE No.278390
'MiTek USA Ind: FL CeR(IdC
:6904Park@ East Blvd.;Tempa FL 33B70
i Da-l.
August 22,2019
AWARNING-VMfydeslgnpvanretasandREA MMSONMSM INCLUp®MRIXREFFRENCEPAGEIAIJ<73rev.1WaY ISBE REUSE.
Design valid for use any wBb MiTekeearmaclors. We design is based only upon parameters drown. aM Is for an indi dual Wildng cumponem,not
a Was system. Before use; Me bidding dmgner must verify the appllcabligy of deegnparemetea and properly Incorporate Nis design into the overall bulldingdeslgn. Brazing indicated Is to prevent bucklirgofindlNdualWsswebandlorchordmembersonly. Additional temporary andpenumeMha/fcing - N )T61C
Is always required forstablltty and to prevent collapse with passible personal Njuryandpmpertydamage. For geneal guidance regardag the
fabrication, storege, delivery, erection and baring of trusses and buss systems, see . ANSI/Tell Quality Canaria, DSBde and SCSI Building Component 6904 Parka East Blvd.
Safeylnfdmetlon- available More Time Plate lnalmne.218 N.Lee Street Suite 312, Alexandra; VA 22314. - Tampa, FL-36610,-,
Job Truss
Truss Type
Oty
ly
ROYALET17929452
M11324 JB
MONO TRUSS
11
1[HE
I
ab Reference a 8onal
Chambers Tmss, Inc., Fort Pierce, FL
N, 1
8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:50:28 2019 Page 1
ID:kFvnsnOwY419Zh0 nM3lc6ylJ8g-7m7KcFO21DBnQmZbft7rRpjKrMbB24OWMu3kyIMNf
8-0-0
8-0-0
Scale=1:17.4
3x4 � 4
Plate Offsets (X Y)—
12:0-3-14 0-1-B]
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Well
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.61
Vert(LL)
-0.14
4-7
>676
360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.47
Vert(CT)
-0.30
4-7
>310
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Hom(CT)
-0.00
3
n1a
We
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Wind(LL)
0.26
4-7
>368
240
Weight: 261b
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-M old putting.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directlyapplied or 10-M oc bracing.
REACTIONS. (lb/size) 3=18B/Mechanimi, 2=348/0-8-0, 4=99/Mechanical
Max Horz 2=178(LC'12)
Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=13(LC 12) -
Max Grant 3=195(LC 17), 2=348(LC 1), 4=141(LC 3)
FORCES. (lb) - Mom Comp./Max. Ten. -All forces 250(I1b) or less except when shown.
NOTES.
1) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=591t; L=36ft; eave=50; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C ExtedDr(2)-1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live Iliad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 till 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 174 He uplift at joint 3, 2261b uplift at
joint 2 and 13 lb uplift at joint 4.
_ iWalter P: F.innPE No37879i
MiTgk USA, Iris. FL Cart 6874;
,6904 Parks, East Blvd:Tampa F6967U
August 22,2019 _
- .AWA/WING-VW&deslgnpara d....diF DNOMSONMSANOINMU08)MRFI(BFFTF EPAGEMII•7V3re..1.WWO15B60WUSE
Design who for use only with MiTeldl)cormedors. TNs design is bored only upon parameters slows, antl Is for an(ndlAdual building component, not -
��-
a truss system. Before use, the building designer must verify the applleabilityof design parameters and properly Incorporate this design into the overall
buildingdeslgn. grading Indicated is to prevent quddbg of Individual truss web andtorchord members only: Additional temporary and permanent bracing
"MIMIC -
_ Is always required for stability and to prevent collapse vnm Possible personal injury aM property damage. For general-guldance regarding Me
_
Ia8dce0on,storage; tle0very, ereclbneMbmdngofbussmwd Wmsystems.see .. M99PIl Quality CrNeds, DSB49 and BCS1 Building Component
69U4 Parke East Blvd.
Soletylnlormaflon ev'lablefcm Truss Plate Insured.218 N. Lee Street, Suite 312. Alexandria: VA.Ml4. -- - -
Tampa, FL 36610
Job Truss
Truss Type
Oty
THEROYALE
T77929453
M11324. JA
MONO TRUSS
2
JPly
1
Job Reference Joptionall
Gnampers Inks, inc.. tort Maros, FL
8.13Us Mar112Ul8MIleKInaUSmes.Inc. 1nu Aug ZLUr:bURUZU1V Pagel
rj2Sy1HDXFw7ye3KX-byhipblg3XJe2w84UNSAg2 5EkHVKelEdA6RbAyIMNe
1- 3
4
3x4 =
2-4-3
Scale =1:6.3
...
2-0 _..
LOADING (psi)
SPACING-
2-0-0-
CSL
DEFL. in
(too) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.18
Vert(LL) -0.00
7 >999 : 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC .
0.09
Vert(CT) -0.00
7 >999 240
BCLL 6.0
Rep Stress lncr
YES
WB
0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/-rP12014
Matnx-MP
Weight 9lb FT=0
LUMBER-
BRACING.
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-4-3 cc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly.applied or 10-0-0 cc bracing.
REACTIONS. (lb/size) 3=45/Mechanical; 2=150/0-8-0, 4=28imechanical
Max Horz 2=73(LC 10)
Max Uplift 3>37(1_C 10), 2=-139(LC 10), 4=-4(LC 7)
Max Grav 3=50(LC 15), 2=150(LC 1), 4=37(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1), Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=4511; L=5011; eave=61t; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor12) 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_bollom chord in all areas where a rectangle 3-6-0 tall by 2-M wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3, 139 to uplift at joint
2 and 41b uplift at joint 4.
' - 'Walter Pi Finn HENw12839;
�Mfrek USA. Iric1FL Cad 9834L
6994 Harks East eNd...Tampa FE336ID'
August 22,20'
-<-AwARMMG-UedrydeslgnrsaFamer mdR M MOM710SAMDlMCCUD8IMREKREPEREMOEPAGEMa-7473..f"=15BEFOREUSE
Design ovoid for use oNywith Mnek@3 connecrors. This tlazlgn is based ontyUpon parameters slpwn, and is for alllndMtlual buildng component,not - -_
a Tmss system. Beforeu'a. Me building d- nermust verify the applicabilityo/designparemeters and pmpetlY incomomle 01s design INo the overall
bwldugtleslgn.BreongOdl_,.diet.preventbuob6rgofNdvidoaltrussvrebsnNarchordmembersonly:AdditbnNtemporeryentlpermanentbmdng
-
M)TeIC .
N always required brstebility antl Nprevent coaapsewigi posdible personal inlay andympeM tlamege. Forgenaal guidenw regaNilg Ne
febdradon,storage,deliverr//erection endbrddng of trussesandtruss systems.see ANSI?P/f Oual4y OMeAa, OSB-69 and BCSf eu//d/rig Component
Sarerylnlorma'ron. o.,.ble fmm Tmss Plate lnsUNte.218 N. Lea Sbeet Suite 312,AIaandde.QA 22314.
690d PaAe Eest BIM.- _
Tamps. R_ 36610.
Job
Truss
Truss Type
Oty
E ROYALE
T17929454
m11324
JB
MONO TRUSS
2
IF"
1
Reference JOD (optional)
waniuem nma, n,c., on creme, rL B.130 5 Mar 11 Zulu MI I ex lneusmes, inc. Inu Aug ZZ UGb0:3u Zulu Page l
ID_k6GCA6bx7j2Sy1HDXFw7ye3KK-38F41x11grRVg4jG24iPCGXCkBGE34XNrgr77cy1MNd
4-2-5 i SS11
2 5 SS11
L
3x4 = 4
Scale=1:12.5
SS11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deb Idd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Ven(LL) 0.10 4-7 >645 360
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.89
Ved(CT) -0.07 4-7 >898 240.
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 3 Na n/a
BCDL 10.0
Code FBC2017/-rP12014
Matrix -MP
Weight 19 lb FT=0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pur ins.
BOT CHORD2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or
5-0-0 oc bracing.
REACTIONS. (lb/size) 3=127/Mechanica1, 2=269/0-8-0, 4=63/Mechaniral ,
Max Horz 2=114(LC 10)
Max Uplift 3=109(LC 10), 2=-266(LC 10), 4=-6(LC 10)
Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -A11 forces 250 (Ib) or less except when shown.
NOTES-
1), Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 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 fora 10.0 pat bottom chord live load nonconcurrent with any other live loads.
3) 'This truss has been designed for alive load of 20.Opsf on the: bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 206 lb uplift at
joint 2 and 6 lb uplift at joint 4.
.
Walter P; Finn PEN6:221iC-
:MiTek USA; Yid: FL Leff 6634
�6904 Parko Exnt Bivd..Tampa FL'3361ff
August22,2019
-AWARMNG- Vedydeslgnpai5merers andRE NOMSOMMSANDIN=DOWM REFERENCEPAGEMU.-7l3.. 10VY f5BEFORE USE
Design valid fo se oNywkh MRek®connecron. This tleslgnbbasetl oNy upon par9me[em shown, end is for en lndiNdual building mmponeM,not
-
��•
eWsssystem.�e(ore useyNe butding designer must vetly Ne eDPlicebiliy of designpammeters and pmpetly Nmrparele Nis design inro the Pverell
bulling tlesign. Brecing Ndicatetl is to prevept buNirg of lnmNdual lMas web anNorchoN members only. AddiOonal temporery antl permanentbredng
-
-M)T01( .
Is always te4uln;tl farstab0iy antl to prevent Mllspae wiN pamible personal injury antl pmPerydemaga•For gen¢rel guitlanca mgvtli,g me
,.
febaca0onsrord0e. de6va erection and bredng of busses end aysa systems, see -ANSIRPIf Oualtty CrMeda, OSB-69 and BCSIBallding Componen( `"
-
6904 Pahe Eesl Blvd.
-�Sahyln/ormaf/on evailaryle fiom Tmss PlatelnstiNle.21a N. Lee Sbee45uite 312.MexanMe:VA 22314. _
-Tampa, FL 36610
Jab Truss
Truss Type
Oty
Ply
T17929455
m]1324 JIGMONO
TRUSS
2
1[HEROYA1E
ob Reference (optional)
Gnamaers I mss, Inc., Fort Pierce, FL
8.130 a Mar 11 2018 MITek Industries, Inc. Thu Aug 22 07:50:30 2019
bx7j2Sy1HDXFw7ye3KX-38F41xl lgrRVg4jG24iPCGXG Bdv34XNrq/T
4
3x4 =
Scale =1:6.2
LOADING (pso
SPACING- 2-0-0
CSI.
DEFL. in
(lac) Vdefl Utl
PLATES
GRIP
TCLL20.0
Plate Grip DOL 1.26
TC 0.18
Ven(LL) -0.00
5 >999 360
MT20 -
2441190
TCDL 7.0
Lumber DOL 1.25
BC.. 0.02
Vert(CT) -0.00
5 >999 240
BCLL 0.0
Rep Stress lncr YES
WB . 0.00
Horz(CT) 0.00
. 4 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Weight: 516
Fir =0
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-1-4 oc pur ins.
BOT CHORD. 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=11/Mechanical,2=119/0-8-0, 4=4/Mechanial
,
Max Hom 2=50(LC 10)
Max Uplift 3=6(LC 7), 2=-138(LC 10)
Max Grav 3=14(LC 15), 2=119(LC 1), 4=14(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown.
NOTES-
1) Wind: ASCE 7.10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BC6L=3.OpsF, h=12ft: B=45ft: L=5011[ eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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 6lb uplift at joint 3 and 1381b uplift at
joint 2.
;Walter P: imirt No.i393B.
MiTek USlblec:. FL Cert 13dil
)6904 ParFa Eaat'Blvd..Tampa FIE33610
August22,2019
AWAR-Ven'lydeegnparamerrsandB NOMSONTNISANDINUUDObiR REFFRENCEPAGEM-703rev.10'g3/20f8BEF wum
Design valid for use only Wri Mil onmevars. This design is based oNgupon parameters shown, and Is loran lndMtlual Wilding component not
��-
atrusssystem. Beforeuse,tnebu9ding designer must verify the applicability of design parameters and pmpedy incorptimaithis design into the overall
-
bulltlNgdeslgn. Bracing Indicated Is to prevant bucHIN oflnsllNtlual truss web andlorchoN members only: Additional temporary and pennanenfbreGng M1-
WOW -
hebvaysreguiredforstebilhyantlNprevaldmAapsewlWpossiblepers�nalinjuryamdpmpedydamsge. Porgenerelguldanceregardirglhe
tabtlwgon, Etoraga, tlelivery, erectun and bmGng of trusses and buss systems,see.'- ANSI/' Qualls, Crfleda,OS&89 and BCSl Building Component
-
6W4 Padre East BM.
- 's lnlarmadon available lmrnT�sPlate lnstlMa, 21e N. Lee Street Suge912, Alexandra. VA 22314.. -- _
Tamps.R 36610... - -
Job Truss
Truss Type
Ply
THE ROYALE
T17929456
m11324 KJ5
MONO TRUSS
�Qty
1
1
Job Reference (optional)
Gnamoers 1 nlss, Inc., ron rlerce, rL B.lsu s mar Tl zule mu eR mousmes, Inc. nu Mug LL V GGV:a I LV le rage l
ID. _kriGCA6bx7j2Sy1 HDXFw7ye3KX-XLoTEG2wb8ZM IEIScoDeIT309YvJoXnX4UbYf2yiMNc
3-11-0 - k 7-0-2
15-0 3-11-0 3-1-2
2
g
3x4 =
2.83 12
3
4
Scale-1:15.7
LOADING (psi)
SPACING- 2-M
CSI.
DEFL. in (loc) Well L/d
PLATES GRIP -
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL) 0.09 4-7 >923 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.26
Vert(CT) -0.15 4-7 >563 240
BCLL . 0.0 '
Rep Stress Incr NO
WB0.00
Hoa(CT) 0.00 2 n/a n/a
BCDL 10.0
Code FBC2017frP12014
Matrix -MP
Weight 2316 FT=0%
LUMBER- BRACING.
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M or; purlins.
BOT CHORD'. 2x4 SP M 30 BOT CHORD ..' Rigid ceiling directly applied or 10-0-0 oc bracing.
Max Ho¢ 2=109(LC;8)
Max Uplift 3=-174(LC 8), 2=-191(LC 8)
Mae Grev 3=198(LC 13), 2=233(LC 1), 4=133(LC3) -
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat
II; ExitC; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 . -
2) This truss has been designed fora 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 girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 191 lb uplift at
joint 2.
6) In the LOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plfp
Vert: 1-2=54 -
Trapezoidal Loads (plf)
Vert 2=0(F=27, B=27)-t0-3=-95(F=-20, B=20),.5=0(F=10, B=iD)-to-0=-35(F=-8, B=8)
{Walter plFina PE No328]9� _
�MiTek USA, inc:FL Cart 6834
.6906 Parke East Blvd;.Tampa FL336ID1
,bite
August 22,2019
AwA iM G-YenyddslgnparanrHasandR NOMSONTMSANDINCLUDEDWr REFERENCEPAGEMl1.743] l""056 REUSE
Design vend foruse oNywith Mrdkile connedore. This design is based any upon parameters shown, and Infer an Individual building component not
a buss system. Before use; vie buildingdeslgner must vedythe appiczbiiilyot designparamelere and propedyinoumeate this des'go into the overall
��• '
building design., Baring Indicated is to prevent buradigpfindlvldual Was web arelotthoN.members only. Additimattempoarra ryandpeanentiacing
MiTek--, -
19alwaysmauladforstabilityandtoruawedwtlay9ewithpassablepeisonalinjuryandpropertydamage. Foryeneralguadancem,.mirgihe -
faadeaVon,sldase,dervery, erection and baying ofbusWm ses and sssydes,see ANSI,71410. Icy Celarla,DSB-89 and SCSI Building Component:.
6904 Parke East Blvd
. Safety lnfamaflon .available from Tess Plate Institute. 218 N. Lee Street Suite 312,Alexandha: VA 22314.. _
- Tampa,F W610
Job Truss
Truss Type
Oty
Ply
THEROYALE
T77929457
m11324 KJB
MONO TRUSS
2
1
Job Reference (options[)
wamoers I toss, mc., r0n Pierce, rL
e.uus morn va io moan muwmo,, ..uy� eoyu
10 _k6GCA6bx7j2Syl HDXFw7ye3KX-OXMrSc3ZMShDvOtfAVklHhcavyGjXvZgJBK6CVyIMNb
6
2.3 II
3x4 = 3x4 =
5
LOADING (psQ
SPACING-
2-0-0
CSI.
DEFL, ,
in
(loc)
/de0
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.21
Vert(LL)
0.08
6-9
>999
360
TCDL 7.0
Lumber DOL
1.25
BC 0.25
Ved(CT)
-0.10
6-9
>999
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.35
Horz(CT).
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight 44 lb FT=0%
TOP CHORD 2x4 SP M 30 TOPCHORDStructural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD. 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size). 4=90/Mechanical,2=465/0-115,5=409/Mechanical
Max Hom 2=178(LC B)
Max Uplift 4=-91(LC 8), 2=-332(LC 8), 5=223(LC 8) -
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
. TOP.CHORD 2-3=-875/541
BOT CHORD 2-6=535/842, 5-6=-535/842
WEBS 35=-1/287,3-5=-923/587
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 3=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpl-0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Thla 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 20.0psf 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. '
4) Refer to girder(s) for truss to truss connections.
.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 332 to uplift aljoint
2 and 223 to uplift aljoint S.
6) Hanger(s) or other connec8on device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 61 lb up at
2-11-0, 38 lb down and 61lb tip at 2-11-0. 8 to down and 106 lb up at 5-8-15, 8 Ib down and 106 lb up at 5-8-15, and 42 to down
and 145 lb up at 8-0-14, and 421b down and 145 lb up at 8-6-14 ontop chord, and 31 to up at 2-11-0. 31 to up'at 2-11-0,11 to
down and 31 lb up at 53-15, 11 to down and 31 lb up at 5-8-15, and 31' lb.down and 14lb up at M-14,'and 31 lb down and 14 lb
. up at 8-6-14 on bottom chord. The design/selection 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 are noted as front (F) or back (B).
LOAD CASE(S) Standard
i)-0ead 4 Roof Live (balanced): _ Lumber Increase=1.25; Plate increase=1.25;
Uniform Loads (plf) - - - -
.' Verb 1-4=-54, 5-7=20. -- - _
` Coricentrated Loads (Ib)
Vert: 10=8b(F=40, B=40)11=5(F=3,.B=3)12=-83(F=42,.B=42)13=14(F=7, B=7) 14=21(F=11, B=11)15==50(F=-25,
'Walter P; Finn PE No32839
1MiTek USA,Tdc, FL ter! 8634i --
,690d Parka East Blvd. Tampa FEN 0'
bate '
August 22,2019
-"ySYARV/NG-Vedy Jeslgn paramefersanrlREAD NOTES ON MSANDINCLUO®MREK REFERENCEPgGEMO-]41drev. id032tl15 BEFORE USE
- -Design validfor.use bNywith MTelc�cormedors. This tlesign b based onlyuponparam mssW"."d is foran lndivitlual buildng component riot
_ 'abusasyslem. Before use, me builtling tlesigner must vedyme applicepiliy of tlesign pammetoo`- piopedy Incorporate Nis design into the overall
'bulltling tleslgn.,Brecing lnElcoletl islgpreyentbu.Mirg pflndNtluel Wss webeMfprchoN members only. Addlbneltemporary entlpemianentbmGng
�■ T _
"IYljlek•
1s eMays requbcdiorstabiliry and preveNcoaapserylN passiblepersonelin'jury antlpmpeMtlamage. Forgeneralgultlance regaztlirg Me .'
..'_'
(abdwVcn,storage;delivery, eredion.M bracing of busses end buss systems.see-; c- ANS///Plf OualMy CrMeda,OSB-99 andBCSI BUIItlIng Component`
_6904PaheEasi51vd:-
.,Sarey1nlormedo available bom T. PlatelmtMe. 218 N. Leo 8botSuita 312. Alexandda; VA 22314.
Tampa, FL� 36610'
Job Truss
Truss Type
Oty,
Ply
THEROVALE
T17929458
mill1324' KJA.
MONO TRUSS
2
1
Job Reference (optional)
unambers l mss, Inc., Fort Pierce, FL
3x4 =
8.130 s Mar 11 2018 MITek Industries, Inc. 1 nV Aug 22 0f:5U:32 2U19 Pagel
ID: _kOGCA6bx7j25y1HDXFw7ye3KX-0XMr5c3ZMShDvOHAVMHhcayHyX 1gJBK6CVyIMNb
Scale-1:13.6
6-04
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc)• Udefi Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.21
Vert(LL) 0.04 4-7 -999 360
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.17
Vert(CT) -0.07 4.7 >974 240
BCLL 0.0 '
Rep Stress lncr NO
WB 0.00
Hoa(CT) 0.00 - 2 nm n/a
BCDL 10.0 .
Code FBC2017/TPI2014
Matrix -MP
_
Weight 20 lb FT=0
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-M oc puffins.
BOT CHORD2x4 SP M 30 BOT CHORD ' Rigid ceiling directly applied or
10-" oc bracing.
REACTIONS. (lb/size) 3=142/Mechanical,2=181/0-9-11,4=69/Mechanicel
Max Hom 2=97(LC 8)
Max Uplift3=129(LC 8), 2=150(LC 8)
Max Grav 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) -
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft 13=4511; L=50ft; eave=611t;Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 '
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
3) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom'. chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 150 lb uplift at
joint 2.
6) In the LOAD'CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pll)
Vert 1-2=54
Trapezoidal Loads (pIQ
Vert: 2=0(F=27, B=27)-to-3=-81(F=14, B=-14), 5=0(F=10, 13=10)40-4=30(F=5, B=-5)
-- - -
palter Pi Finn PENo(321 C
MFTekll9/tilild:FLCBd689(-
'
�6904 Parke East Blvd:.Tampa FL'336f¢. '
August 22,2019
AWARN/NG-Ver/ydesfgnpammerersandREADNOIESONMISANDINUU0IDb11FEl(REFFFENCEPAGEM-703mv-fa'03tMSBEFOREUSE
Design "lid for use onlir thMRek®connectors. TNa design is based only upon parameters shown, and is foran lndAdual building componeid,not
-
a buss system. Before use-Jhe budding designer must verity the appllcxbdoy of designparameters and areaway Incorporate Oils design into the overall
' buildirigdeslgm Bmdng Indicated is W prevent bacluirg of lndrAdual truss web andlarcMrd members only: Additional tempamry and permanent brace,
-M(TeW .
Is of ii re mouthed for slabgity and to prevent cogapseyoth possible personal mury and property damage, For general guidance regardirxr the
fabaoedan, storege,'deling. erection and b ac rig of trusses and truss systems, see ANSVrP/f Quality Crineds, DSB-B9 and SCSI Building Component
6904 Palle East Blvd.
Safefylnformaf/on avmlablefmm Tlvss Plae nsoWte.218N:LeeSbeet,5uite312,Ml mdW;VA22314. - ' ,. - -
Tampa, FL U610
Job Truss
Truss Type
Dry
Ply
THE ROVALE
T17929459
m11324 KJB
MONO TRUSS
2
1
Job Reference o lional
GgamOers I russ, Inc., ton Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Aug 22 07:5U:33 2019 Pagel
ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-UjwDfy4B7mp4XXSdDFequ9nlLeKGRHpXo41kxylMNa
-1-2-9 4-11-9
1-2-9 I 4-11-9
1
3x4 = 4
s.me -1=11 7
411-9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.11
Vert(LL)
-0.02
4-7
>999
360
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.10
Vert(CT)
-0.03
4-7
>999
240.
BCLL 0.0
Rep Stress Incr NO
OVB 0.00
Horz(CT).
0.00
2
n/a
r/a
BCDL 10.0
Code FBC2017rTP12014
Matrix -MP
Weight: 171b
FT=0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oopuffins.
BOT CHORD: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=95/Mechanica1, 2=148/0-9-11, 4=46/Mechanical
Max Horz 2=75(LC 8) .
Max Uplift 3=-84(LC 8), 2=135(1_C 8)
Max Grev 3=95(LC 1), 2=148(LC 1), 4=77(LC 3)
FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES.
1)_ Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; 0=451t; L=50ft( eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional): 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 chard in all areas where a rectangle 3-6.0 tall by 2-0-0 wide
will fit between the bottmchord 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 84 lb uplift at joint 3 and 136 Ib uplift at
joint 2.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=54 ..
Trapezoidal Loads (plo
Vert 2=0(F=27, B=27)-to3=-67(F=7, B=-7), 5=0(F=10, B=10}to-4=-25(F=-2, B=-2)
,Walter P: Finn PElNo.Z2879;'
' MiTex UBA; In c, FL C eR 86745
:6904 Parke East Blvd. Tampa FL 33610
August.22,2019
' AWARMNG-VelydeslgnpammefasandREAD)VOTESOM MSANOIN U0E089rEKREiERENCEPAGEMe•7g3rev. la'OY1pr8BEFORE USE -
Design valid for use only wilt Miele® connectors. This design Is based only upon parameters shown, avid Is for an Individual building mmponeid, pot -
��'
aWsssystem. Before use; the building designer must Jedfy Me appliabllity of design parameters and property incorporate Nis design into the ommll
b0dagdeslgn. BredngindiatedIstoproventbucMiriyoflndiNdualtmssWebadiflorchordmembersonly. A4ditbnNteM omgy permanentbmung
' -Isalw pMulMdfor SteGliyandbpmv ntmflap oWthMss[depersonalinjuryandpmpeMdamage. Forgen mIguldaacereganiig Ne
Sidalytintsunage,delailry� erec0onandbmdogofbassmand Nussystems,see - 'M!aMPIf Dualffy CrMeda,050.89 and BCSl Building 0amponenf
Salerylnlamarlop. evailaMa fam.Tnrss Plate hubtute, 218 N. Lee street Suite 312. Alexandra. VA 22314. -
-
°MjTeW'�
--
6W4 Parke East Blvd.
Tampa, FL W610
Job Truss
Truss Type
Ply
THEROYALE
T77929460
m11324 MV2
VALLEY
�Qty
1
1
Job Reference (optional)
1—Iu uyN, I I ,c., run r,erce. rt.
3x4
8.1susm3riizule.1,exmqusmes,mc. munugzzuro¢dAzulu ragel
ID_kriGCA6bx7j2Sy1HDXFw7ye3KK-UjwDfy4B7mp4XXSdDF6qu9olLFLGRHpXo4ftylMNa
4.00 12
2
3
Scale =1:6.1
LOADING (pso
SPACING- 2-0-0
CS].
DEFL.
in (roc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
Vert(LL)
Na -
n/a
999
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.02
Vert(CT)
n/a -
n/a
999.
BCLL 0.0 '
Rep Stress Incr YES
WB . 0.00
Horz(CT)
-0.00 2
n/a
r/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight 5lb FT=.0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-M oc purling.
BOT CHORD '2X4 SP No.3 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=41/2-M, 2=30/2-0-0, 3=112-M
Max Hurt 1=21(LC 10)
Max Uplift 1=-20(LC 10), 2=30(LC 10)
Max Gray 1=42(LC 15), 2=32(LC15), 3=22(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when. shown.
NOTES-
1), Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; ti=12ft; B=45111; L=50ft; eave=6ft; Cat ,.
11; Exit C; Encl., GCpI=D.18; MWFRS (directional) and C-C Exteriur(2).zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing. _
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
rapacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 301b uplift at
joint 2.
AWARMNG�YMry daslgn paiamMers and READ NOTES 0N7 ,VVD/NCLUDEDAfinE?( REpFBENCEPAGEW1-74"ray. 1W 15BEFOREUSE
Design valid horned odywdh MTek®connectors. This design is bssedanj,4onpaametors srwwn, Ad is foran imineduAl building component.not'"
. a Buss system. Before use' Me bWldirg designer must verify the applicab1 y of design parameters end pmpe ly Incorporate Nis design Into the overall
'buiidr,desigu. Beading Indicated is to prevent Welding of indviduNfuss web antlldrdwrd members only., Additional temporary aid permanent bradng -
M1TQk
Is always required for3tebliryend to prevent collapse with possible personal lnj* endpmpedy damage. For general guidance Margin, the L "-'
a.
Iabdcoeon,storage, delivery. erection and bracing oftrueses and truss systems. see ANSMIIDualdy Cd".DSB.89and BCSi Buildln9Compodent _
Sahrylnfarmaflon.'evailablefmr6Truss PlatelnsaMe,218N.Lae StreeLSuiW312,Atuwdda:VAU314_ — _
6904 Peike East!31W.
Tampa, FL .38610
Job Truss
mss Type
TVALLEY
Ply
THEROYALE
T779294fi1
m71324' MV4
�Qty
1
1
Job Reference (optional)
Unamners truss, Inc., I -on Pierce, FL
8.13Us Mar112U1d Milexmdusines,InC. IpUHIIg22Uf:bU:1 ZU19 Hagei
rj2Sy1HDXFw7ye310(-ywUbs15pt3xx9hi1Hw LN6huulzU7uXzmRpCGNy1MN2
2
3
3x4 G 3x4 II
Scale =1:9.4
I
LOADING (pso
SPACING-
2-M
CSI.
DEFL.
in
(too) I/defi L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
n/a
- n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.17
Vert(CT)
n/a
- n/a 999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT).
0.00
n/a We
BCDL 10.0
Cade FBC2017/TPI2014
Matrix-P
Weight 12 lb FT=0
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or4-0-0 oc purlins,
BOT CHORD'. 2x4 SP No.3
except end verticals. -
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directlyapplied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=109/4-0-0, 3=109/4-0-0 - -
Max Horz 1=56(LC 10)
Max Uplift 1=-54(LC 10).3=-72(LC 10)
Max Grav 1=112(LC 15), 3=117(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=45fp L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing. -
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with. any other live loads.
4) ' This truss has.been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 54111 uplift at joint land 72 lb uplift at
joint 3.
x Walter PiFInRPENa2i918;
MiTik USA.In C..Fl.Cert8879i
,6904Parke Eist Blvd. Tampa FL 33610
. :.Date_.^ ,.
August22,2019
- '.AwA mNG-v-drydesfgnpara-e -rs dF NOTESGNTNISAND,=uD®AN PEFERENCEPAGESfII-7C3rev.1e'p3 15BEf USE -
Design valld foruse onlywith MrIeW 6onnectom. This design is based only upon parameters shown. and is foran lndMdal building component not
��:
stnrsssystetn. Belpre use, the bustling dwignermpstwd Neapplicabiiityofdestgnpmmetem and propedyincoMmude thisdesSnimotbeoverell _
" buildiig design. Bracing Ntliwtetl is to prevent boxyJiMefin6NdualausswebanNarchord members only. Additbnal temporary and permanent bredng -
ualwaysrequ'vetlfpralebility antlbprevent collapse with possible personal injury'adpmpedydamage. Forgenerelguidanoeregardbg8ta '' -
_ Iabdratlori,abrage;delirEryerection aM brecingof Wssesandtmsssys(ems,sea . ANSI77PIf Guanry CM/ a,DS&89ondEWISuilding Component _
■� -
..IYIj1ek .. -
6904 Parka EeSl Blvd.
_ Salprylnrermaflpn. availaryle from Trios Plata osdtutef218N. LeeSlreet Suite 312,Alexandda, VA22314...,,- ..
Tampa. FL'36610- '
Symbols
PLATE LOCATION AND ORIENTATION
" Center plate on joint unless x, y
4 offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
n
�'y16
T
For 4 x 2 orientation, locate
plates 0- 1+e' from outside
Numbering System
I�--6-4-88 dimensions shown In ft•in-sixteenths
I I (Drawings not to scale)
1 2 3
TOP CHORDS
01-2. c2e
r7 WEBSSr� 4
O y,, j
2 0 y O
a sus U
OF p
cze C8-r F
General.Safety.'Notes' .•
Failure to Follow Could, Cause Property
Damage or Personal Ifljury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, 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,.oa alternative Tor l
bracing should be.considered.' '
3. Never exceed the design loading shewnand never
stack materials on inadequately.bmcedtrusses.
4. Provide copies of this truss desiggto the building
designer, erection supervisor,property owner and
all other interested parties.. -
BOTTOM CHORDS
edge of truss.
8 7 6 5
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
joint and embed fully. Knots and wane at joint
r'
required direction of slots in
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
locations are regulated by ANSI/TPI 1.
'+
connector plates.
THE LEFT.
' 7. Design assumes trusses will be suitably protected from
Plate location details available in MITek 20120
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment in accord with ANSIrrP11.
'
software or upon request.
NUMBERSILETTERS.
• • ,
8. Unless othenvise noted,'moistum content of lumber
shall not exceed 19 % at time of fabrication..
PRODUCT CODE APPROVALS
9. Unless expressly noted, this design'is not applicable for
PLATE SIZE
use with fire retardant, preservative treated, or green lumber. +
ICC-ES Reports:
The first dimension is the plate
10. Camber is a non-strugtural consideration and ie the -
4 x 4 width measured perpendicular
ESR-1311, ESR-1352, ESR1988
responsibility of truss fabricator. General practice is to
to slots. Second dimension is
ER-3907, ESR-2362, ESR-1397, ESR-3282
camber for dead load deflection.
the length parallel to slots.
11. Plate type, size, orientation and location dimensions-'
Indicated are minimum plating requirements. ,
LATERAL BRACING LOCATION
'.•: " v' . ` ' '
12. Lumber used shall be of the species and'size, and
In all respects, equal to or tiet.er than that
^�
> Indicated by symbol shown and/or
by text in the bracing section of the
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
specified.
13. Top chords must be sheathed or purilns provided at
<YJ//
output. Use T or I bracing
spacing Indicated on design.
if indicated.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3' These truss designs rely on lumber values
9 y
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted:
BEARING
established by others.
. ' '1 .
•
15. Connections not shown are the -responsibility, of others..
Indicates location where bearings
16. Do not cut or alter truss member or plate without prior
(supports) occur. Icons vary but
92012 MiTek® All Rights. Reserved
approval of an engineer.'
reaction sectionbindicatesjoin.
number where bearings occur.
17. Install and load vertical) unlessindicatedotherwise.-
v '
Min size shown is for crushing only.
®
,.
18. Use of green or treated lumber may pose unacceptable
'
environmental, health or performance risks. Consult with
Industry Standards:
project engineer before use. ...
ANSVI-Pll: National: Design Specification for Metal
19. Review all potions of this design (front, back, words
Plate Connected Wood Truss Construction.
and pictures) before use. pictures alone
DSB-89: Design Standard for Bracing.
®:
is not sufficientReviewing
.. :��•",.. .„
BCSI: Building Component Safety Information,
MiTek
20. Design assumes manufactum,in accordance with
Guide to Good Practice for Handling,
ANSI/TPI1Quality Crited.t
• Installing & Bracing of Metal Plate
Connected Wood Trusses.
MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015
^� -,