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HomeMy WebLinkAboutTRUSS PAPERWORK` ® Lumber design values are in accordance with A I 1 section 6.3
These truss desig�de1u gn�umber values establishedfished by others.
W1ED
MiTek® St. Lucie COO*
'RE: J38207 -Wiswell MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: John Wiswell Project Name: Wiswell res. Model: Custom SFR Tampa, FL33610.4115
Lot/Block: I Subdivision: Port St Lucie
Address: Dyer Road
City: Florinda
State: Florida
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph
Roof Load: 40:0 psf Floor Load: N/A psf
This package includes 20 individual, Truss Design Drawings and 0 Additional Drawings.
4 t With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
I -,conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers R les.
1 Seal# Truss Name Date I _ � �
1 T17793305 A01 6/7/19
2 T17793306 A02 8/7/19
3 T1779330A03 8/7/19
' 4 T17793308 A04 8!7/19
,5
T17793309 A05G 8/7/19in D
7
"8
90
11
12
13
14
15
16
17
18
20
A06G
ZJ
8/7/19
8f7119CA
7
ZCJ3
8/7/19
ZCJ3A
8/7/19
ZCJ5A
8/77/19
ZCJ513
8f7/19
ZEJ7c
8/7 EVIEWED FOR
ZEJ7D
a OE COMPLIANCE
ZHJ7
ZHJ7B
Mp. LUCIE COUNTY
BOCC
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc. under my direct supervision based on the parameters
provided by East Coast Truss.
Truss Design Engineer's Name: Alban!, Thomas
My license renewal date for the state of Florida is February 28, 2021.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
s� pplicability of the design parameters or the designs for any particular building. Before use,
( `,1'ayhe buildingdesigner should verify applicability of design parameters and property
,Incorporate these designs into the overall building design per ANSlfTPl 1, Chapter 2.
AUG 09119
ST. Lucie County, Permitting
Thomas A Alban[ PE No.39380
Mlrek USA, Inc. FL Cart 6M
6904 Parke East Blvd. Tampa FL 33010
gate:
August 7,2019
Albani, Thomas 1 of 1
Job Truss
Truss Type
Oty Ply
Wswell
T17793305
J38207 A01
ROOF SPECIAL
15 1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34946
TRUSS DESIGNED FOR MWFRS
8.240 a Jun 52019 MITek Industries, Inc TOO Aug 6 20:18:48 2019 Paget
S.T. -1:44.3
4x4 =
3x6 11 y5 � 64
46-0 550 5�9Q 7-0-0 i 11ad 17$-0 1&2-0 I 2z-2-0
d-1M GYM 4].e 510.8 1bL 3AA
.Plate Offsets (X,Y)—
f2:03-6 0-2-111 [10:D-2-6 0-03]
fl2:0-0-12 Edgef
LOADING (psq
SPACING. 2-0-0
CSI.
DEFL.
in floc)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL)
-0.05 12-13
-999
240
MT20
2441190
TCDL 10.0
Lumber DOL 1.25
SC 0.38
Vert(CT)
-0.1312-13
>999
180
BCLL 0.0 '
Rep Stress Ina YES
WS 0.30
Horz(CT)
0.05 10
n/a
Na
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 11816
FT=O%
LUMBER -
TOP CHORD
2x4 SP No.2
90T CHORD
2x4 SP No.2
WEBS
2x4 SP No.3'Except'
4.14: 2x6 SP No.2
SEDER
Left 2x4 SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0
REACTIONS.
(lb/size) 2=255/0-3-8, 14=1011/0-M, 10=752/0-8-0
Max Hom 2=205(LC 7)
Max Uplift 2=-403(LC 4), 14=451(LC 8), 10=-027(LC 8)
Max Gmv 2=296(LC 17), 14=1011(LC 1). 10=752(LC 1)
FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown.
TOP CHORD 24=173/470, 4-5=28/467, 6-0=-1068/251, 6-7=-8721250, 7-8=958/386,
8-10=1014/368
BOTCHORD 2-14=-401/131, 13-14=251/155, 12-13=298/950, 10-12=257/944
WEBS 5-13=0/797, 6-13=i6/679, 7.13=342/288, 7-12=252/201, 5.14=8061361
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10; Vuh=160mph (3-second gun) Vasd=124mph; TCDL=4.2psY BCDL=6.0pst; h=15ft; B=45ft; L=24ft; eave=oft; Cm.
II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation about its Center.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcuff ant with any other live loads.
5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom Chord and any other members.
6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 403 lb uplift at joint 2,451 Ib uplift at
joint 14 and 427111 uplift at joint 10.
7) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
8) Warding: Additional permanent and stability bmdng for truss system (not part of this Component design) is always required.
Thomas A. Albani PE No.39380
MiTek USA; Ina FL Cert 6034
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7,2019
®WARNING. Verify design Ranmelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIN473 fie, 10M34015 BEFORE USE.
Design vale for use only with Mreka conned y parameters
Ors. Tills design is based Wupon pameters sM1ovm, and is fix an Individual bu06mpo 1g mnem, net
e Moss system. Before use, me bWl4ingdesigner must verify to appikoxity of dedgn parameters= it property mixi Tonle MIS design We Me cwrall
-•Y�'
bwMmgdeeign. BnvnglMicatedhlo prevem WckSg INindMWal Wsaweb enNm rAON membam ony FedflonaltempanyarW.Ten SMSon bncbg
MiTek'
Is always rettmed for stoblNy and to prevent roAapse with possible pm innal Iyay and pm," damage. Forgenerel guidance regareirg lbe
fabdratme, slonga, deriny, Session and loading Of tmsses See Wss systems, sae ANSVTPIF Quality Chong, DSS89 and SCSI Building Component
6904 Paroe East BIW.
SaInWirdomoolk" evellabb ham Truss Plate Insttlma, 216 N. lee Sleet, Suite N2 Nmendda, VA 2231d.
Tampa, FL 36610
Jab Truss
Truss Type
Cry Ply
Wiswell
T17793306
J38207 A02
ROOF SPECIAL
2 1
Job Reference (opl'onap
East Coast Truss, FL Pierce, FL 34946
8.240 a Jun 82019 MTek Industries, Inc. Tue Aug 6 20:18:49 2019 Pagel
Scale=1:43.6
4xe =
Id
axe II -"- 4a9 = 1.4 II
08q SS-0 7-0-0 12� 1Y2-0 22-2-0
UN d$a 4-1 112 I I 54-0 I 6-100 34J-0
. Plate ONsets(X.Y)-
f2:0-3-6.0-2-111 f9:0.3-100-0-itl
LOADING (psf)
SPACING- 2-0-0
C51.
DEFL.
in (roc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL)
0.09 11-12
499
240
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.56
Vert(CT)
-0.17 11-12
>999
180
BCLL 0.0 '
Rep Stress Inv YES
WB 0.77
Horz(CT)
0.02 9
file
rda
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 1191b FT=0%
LUMBER -
FOP CHORD
2x4 SP No.2
-BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3'E:cept'
4-14: 2x6 SP No.2
SLIDER
1
Left 2x4 SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0
REACTIONS.
(lb/size) 2=289/0341, 9=782/0.8-0, 14=947/O-B-0
Max Horz 2=205(LC 7)
Max Uplift 2=382(LC 4), 9=435(LC 8), 14=-435(LC 8)
Max Gmv 2=324(LC 17), 9=782(LC 1). 14=947(LC 1)
FORCES. (Ib) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-187/311, 4-5=13/292, 5.6=-610/290, 6-7-6311270, 7-9=1229/445
BOT CHORD 2-14=-353/134, 12-14=147/308, 11-12=-377/1158, 9-11=357/1160
WEBS 5-12=0/330, 6-12=0/310, 7-12=-821/369, 574=735/345
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate gap
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads.
5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 382 lb uplift at joint 2, 435 lb uplift at
joint 9 and 435 Its uplift at joint 14.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and VY gypsum
sheetrock be applied directly to the bottom chord.
8) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
Thomas A. Albani PE No.39360
MITak USA, Inc. FL Cart 6624
6964 Parke East Blvd. Tampa FL 33610
Date:
August 7,2019
®WARNING -Verify design panmefr and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml47471mv. IWeJROIS BEFORE USE.
Design valid for use oNywtlh NTe1,20cunnectors. TNs design is based only vein parameters moem, and is (Oran indiNdual Wpdrg cone,ment, not
11,
a Wss system Before use, me bullding designer mud wdy am apprismigty of design parameters and properly Incorporthis s design Into me everal
IMF
bud'mgdesign. BmohgindicaledistopMwnt Wu gOf Nd'MdudausswebendlarJrordmembemoy. AddAnrWkmponequipennaneNbreGng
Mirek'
is dways requi e, for dabiliy and to prevent ceaapse with go ssom Personal injury, and Property damage. For general guldarem regarding me
hbdrati.e. stores., de Wery emotion and boding Diffuses Seat buss rystems. sea ANSWPfI Overfly CdMds, DSB49 and SCSI Building Component
6904 Papa East Sea.
SMeylMoamaaon avauabie M1om Tmsa Plate IndtlN., 210 N Lee Slrem. sutle J12Alexantlda, VA 2TJ14.
Tampa. FL 36610
Jab Truss
Truss Type
Cry Ply
Wswell
T17793307
J38207 A03
Hip
1 1
Job Reference (optional)
.East Coast Truss, FL Pierce, FL M946
8,240 s Jun 82019 MiTek Industries, Inc. Tue Aug 6 20:18:50 2019
InGR2MpXygY4z-c6Hv5GbVywXAS7nTgB3hDYKz2mkzZeg4CDZMC8
Scale=1t44.8
4x4 = 4x8 =
3x6 II Sx5 � 64
65-0 M..� M 11-0A 13-2-0 17-0-0 142-0 22-2-0
I I I I I i
. Plate Offsets (X,Y)—
[2:0-3-6,0-2-151 [7:0-5-12,0-2-0I
[11:0-2-6 0-0-3) [13:0-0-12 Edgel
LOADING (psf)
SPACING- 240-0
CSI.
DEFL.
in (loc)
Btleft
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Ven(LL)
-0.04 15-16
,999
240
MT20
244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.29
Ven(CT)
-0.1015-16
1999
180
BCLL 0.0
Rep Stress Ina YES
WS 0.31
Horz(CT)
0.05 11
rda
We
BCDL 10.0
Code FBC2017rTP12014
Matnx-AS
Weight: 1221In
FT-0%
LUMBER -
TOP CHORD
2x4 SP No.2
-POT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3 *Except*
4-16: 2x6 SP No.2
SLIDER
Left 2x4 SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0
'REACTIONS.
(lb/size) 2=258/0.3-8, 16=1004/0.8-0, 11=752/0-8-0
Max Holz 2=183(LC 7)
Max Uplift 2=390(LC 4), 16=451(LC 8), 11=425(LC 8)
Max Grow 2=293(LC 17), 116-1004(LC 1). 11=752(LC 1)
BRACING -
TOP CHORD Structural mod sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-0=160/435, 4-5=20/429, 5-6=1091/276, 6-7=8661301, 7-8=956/312, 8-9=952/387,
9-11--1020/379
BOT CHORD 2-16=-382/124, 14-15=35/815, 13-14=292/932, 11-13=267/952
WEBS 4-16=258/154, 5-15=01813. 6-15=1/392, 7-15=63/350, 8-13=259/182, 5-16=762/332
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) W nd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) Plates checked for a plus or minus 0 degree rotation about its center.
5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurnsint with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fd between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 2, 451 It, uplift at
joint 16 and 425 lb uplift at joint 11.
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) Warning: Addhional permanent and stability bracing for truss system (not part of this component design) is always required.
Thomas A. Mbani PE No.39380
MiTek USX Inc. FL Can6634
6904 Parke East Bind. Tampa FL 33610
Date:
Adgust 7,2019
®WARNING. Verify Jasignpalamelers and READ NOTES ONTHISANDINCWDED MIrEK REFERENCE PAGEMI4r4r3rev. 1eie312015 BEFORE USE.
Design vald refuse onywth MReND connedure. This design is based only upon pammCtere sheen. and is for an VdMdual Wiildng comp pent.not
_
Buss system. Before use, the building designer mustvelRy W apptlrBbi tyotdeslgn pareameters and propedylnconard a cote design Into me Overall
buiklngdeslgn. Baring originated is to prevant buckrng of Ndlvidual eussweb and/or shod members only. Mtltlbnel temporary end penmanem breting
MiTek'
Is always required for slabirdyand to prawns w0apse wM pastas personal lOury and property damage, Forgeneralguldanceregamingthe
fulminator, storage. dallvery,emotion and D2tlng WWssesaMwsssyslems,see ANSg 1Q..hWCd d4,DS 9endgn iButiding Component
6904 Parke East Bid.
Seferyfnfofmadon awtlable from Truss Rate InSaNe. 218 N. Lee Street, Suite 312, Plaxandda, VA 2TJ14.
Tampa, FL 381310
Job
buss
Truss Type
Dty Ply
1Mswell
T17793308
J38207
A04
ROOF SPECIAL
1 1
Job Reference (optional)
caawoasI.rues. rl. rrelw, 11__ o,wejun o eulumllex l00usures, mc. Iue Aug a Zu:imbi 2uly
Scat.-1:44.3
4xB =
44 =
&W I12 5 9
le 1
44 11 1x4 11 3x4 = 3x4 = Ara = 1x4 II 3xB It
4g4 7-0O 1 116.0 132-0 1&2-0 21-7-72 �2�
Plate Offsets (X Y)-
12:0314 0.2-31 [5:0-5-12 0.2-0L [6:0.2-0
0.2d) [9:0-4-6 Edgel
LOADING (Pat)
SPACING- 240-0
CSI.
DEFL.
in (too)
Odell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL)
0.30 13-15
P887
240
MT20
2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.81
Vert(CT)
-0.2513-15
>999
180
BCLL 0.0 '
Rep Stress Incr YES
INS 0.52
Hoa(CT)
-0.05 9
n/a
n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix -AS
Weight: 12616
FT=0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
-BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2.6-0, Right 2x4 SP No.3 2-6-0
- REACTIONS. (lb/Size) 2=1009/0-3-8, 9=100910-3-8
Max Hoe 2=183(LC 7)
Max Uplift 2=946(LC 8), 9=946(LC 8)
FORCES. (go) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=1763/1564, 4-5=-1062/967, 56=651/902, 6.7=1073/939, 7-9=1532/1387
BOT CHORD 2-15=139611661, 13-15=1391/1659, 12-13=601/854, 11-12=1227/1440,
9.11=-1223/1432
WEBS 4-13=898/882, Si3=-409/411, 6-12=280/334, 7-12=683/647
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-0.2ps/; BCDL=6.Opsf,, h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Pxp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about its center.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will rat between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 946 lb uplift at joint 2 and 9461b uplift at
joint 9.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Thomas A. Albani PE No.39300
MITek USA, Ina FL Cart6634
6904 Parke East Blvd. Tampa FL 33610
Dale:
August 7,2019
®WARNING. Venry desl0n Parameters and READ NOTES ON WIS AND INCLUDED M?ER REFERENCE PAGE M1H473 mv. 10MV2015 BEFORE USE.
Design valid far use any with MreWconnedon. This design is based only upon paramners shorn, and is for an IndiNdual budm, ding componenot
a Vuss synem.Berove ice. the building desgner must verify Me appileabiOy f design parameters and property Nooronle Ibis design M.M. Nerall
InalMngdesign. Bndng lMirale0 is to prevent bucggngolNdMdualWssweD andlor rdroNmemben any. Ad11knallempa2ryaMpermanem Oracmg MiTek'
is always required for siablBy and to preverd oetapse wiM possible personal inlwy and property damage. Forgeneralgudanoeregarding Me
fabdrati0n. stooge, delve eredianend bndng of Wssesa.tl Casa sydems, sea ANSVTFIf qudly Crfeda, DSB89 and BCSI Bulldlna Component 6904 Padre East BIM.
Safeylnfarmallon avalabl0 acm Truss Plate 1nsiMte. 218 N. Lee SoeeL Sule 312 Alexandria, VA 22314. Tampa. FL 36610
Job
Truss
Truss Type
Oty Ply
Wiswell
T77793309
J38207
A05G
ROOF SPECIAL GIRDER
1 1
Job Reference (optional)
is."wasr.UISS, rr. r,. s,aw O,U s gun o eul V Ml l eK mausmes, Inc.
b 4U:1 B:DU ZUIa
Scale =I45D
NAILED NAILED
12
4x4 =
8.amNAILED 3x4 = 4x4 =
6 35 7 38 a
Sea II 3e6 II 4x1D It 3x4 _ US = WAILED NAILED Sx5 _7xS = 4.4 II 1.4 II 5x5 II
HJC26 NAILED HJC26
4-10.12 1-7-0
2b0
2-1LL0
2-10-0
4P0
3-60
Plata Offsets (X YI-
12:0-3.6 0.2-11j 111:0-3-6 0-0.31 115:0-0-0
0.5-0)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
In (too)
Udeft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(L-)
0.08 13-15
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.87
Vert(CT)
-0.1215.18
>999
180
BCLL 0.0 '
Rep Stress Ina NO
WB 0.62
Hom(CT)
0.02 11
n/a
n/a
BCDL 10.0
Code FBC2017rTP12014
Matrix -MS
Weight 133lb FT=0%
LUMBER-
-?OP CHORD
2x4 SP No.2
-BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3'Except-
4-22: 2x6 SP No.2
SLIDER
Left 2x4 SP No.32-8-0, Right 2x4 SP No.32-6-0
REACTIONS. (lb/size) 2=172/0-3-8, 11=1256/GB-0, 22=2136/0-8-0
Max Horz 2=128(LC 24)
Max Uplift 2=548(LC 25), 11 =-671(LC 8), 22=1079(LC 8)
Max Grav 2=217(LC 15), 11=1256(LC 1), 22=2388(LC 29)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-6-10 Oc purlins.
BOTCHORD Rigid ceiling directly applied or 6-0-0 oC bracing.
FORCES. (Ib) - Max. Comp-Ril Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-4=261/656, 4-5=811/378, 5-6=1329/614, 6-7--1120/563, 7-8=164Sf77l,
8-9=1925/830,9-11=-2268/925
BOT CHORD 2-22=655/289, 20.22= 685/310, 18-20=313/886, 1S-18=537/1494, 13-15=814/2176,
11-13=-793/2138
WEBS 5-18=131/464, 6-18=180/562, 7-18=626/339, 7-15=-31/319, 8-15=1921759,
9.15=631/287, 5-20=-808/359, 4-22=2120/884, 4-20=736/1997
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=1Sit; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MVJFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate gdp
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about its center.
5) This truss has been designed for a 10.0 psf bottom chord live load n(Mconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 548 lb uplift at Joint 2, 671 lb uplift at
joint 11 and 1079 Ib uplift at joint 22.
8) Use USP HJC26 With 16-16d nails Into Ginter & 1Od nails into Truss) or equivalent spaced at 8-1-4 oc max. starting at 7-0-6 from
the left end to 15-1-10 to Connect truss(es) to back face of bottom chord.
9) Fill all nail holes where hanger is in Contact with lumber.
10) "NAILED" indicates 3-10d (0.148"x3") or3-12d (0.148"x3.25') toe -nails per NOS guidlines.
11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
12) 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
:ontinued on oaae 2
Thomas A. Albani PE Na.39380
MITak USA, I= FL Cert 6634
6904 Parka East Blvd. Tampa FL 3910
Date:
August 7.2019
®WARNING -Verity design parametets and READ NOTES ON AND INCLUDED MITEK REFERENCE PAGE Mg-T4T3 rev. 101034015 BEFORE USE.
C
Design VdYE (dl use Ony er- Mrel�wnn-a- We design is based 4Ny upon pammelem shown, and la fman iMivitlum dsYdnp mmponem nd
HE,
e Wsa system BaI.usa.Nebuiltling desyner m..we".appetablNy or design pammeten and pmpedy Ncoryomte Nis design gdo Na ovanA
-�Y�
building design a.1. Us prevent WdsMg clmdGdu.1 bussweb an"d-dd members Dory. AtldYlonal tempOrery end pemsanem bracNg
MITek'
"digara required roc stabilYy andtoprerem collapse watt possible personal lnJuryend pmpeM demeAe. Far general guidance regeming the
Iabd a110n, 9o2Be, dagvery,ereelion and bmulg alWsms aM buss systemssee ANSI/TPIf Ouallfy Crlrorle,OSBd9 and BC518u1/ding Component
Seraylntolmmbn avaga0le horn Truss Plate In geale, It.N Lee SUee, Suae312. Plazendda, VA 2TJ14.
6904 PaA9 EaslaNd.
Tampa. FL 36510
Job Truss
Truss Type
Oty Ply
ws"ll
T77793309
J38207 OSG
ROOF SPECIAL GIRDER
1 1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34846
0.240 s Jun 82019 Mirek Industries, Inc. Tue Aug 6 20:19:00 2019 Page
ID:f a17rKMPZ4RigQnGR2Mp%ygY4z-J1 uhChjnb nI0(YOGHF2d&No0Dv4LYVm_uYZygSw
LOAD CASE(S) Standard
11 Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Inaease=1.25
Un'Iform Loads (plf)
Vert: 1-5=-60, 5-e=60, 6-8=60, 8-9=60, 9-12=60, 23-29=-20
Concentrated Loads (lb)
Vert: 8=58(1]) 15=-462(B) 20=-608(B) 35=58(B) 36=58(B) 37=95(B) 38=-104(B) 39=104(9)
®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE AVL7173 nn, 1WOM015 BEFORE USE.
DesignvalidforuseanywM M7ek®cormectors.T adesign Isbasedanyuponparametersshown, and Is far anIMIWduat W01ng component no
Ma
��,
a truss system Before um. the WiMhg deeignermust w. fy On applrabilty of design parameters and prepedyniooryarute this desgn bdome averell
buldingdesgn. BMdDg Indicated is to present Wldng of N4Mdual Was web andla chord members ony. AddGbnaltemponryandpermanantbroWg
MiTek'
Is always requlredfor stabllly and to Present Colapsewdh possible personal injuryand property carnage. Forgeneralguidaneeregardingme
fabOMUOn,atomge,delhay.er0ctnMdbmdtl WWmsaMbusssystema,see ANSI?Plf Quality Criteria, DSL89and SCSIBullding Component
Goal PaM1a East BML
Se"Inrormadona Ubbhom Truss Ptate Insl e,218MLee Street Bude31ZMl dda,VA=14.
Talrya.FL 36610
Job
Truss
Truss Type
Dry Ply
Waswall
T77793310
J38207
A06G
ROOF SPECIAL GIRDER
1 1
Job Reference (optional)
cnsl'.. INss. 11, 'Is.. rI. a-w e.ZOU S Jun o Zulu MI I Bit Incusines, BIG. IUB Aug b2U:1VUZ 2019
" Scale= 1:45.0
i.R
NAILED NAILED
8.00 12 5x5 = NAILED 3x4 = 4x4 =
6 33 7 34 8
Sall
4x10 II Jag = 5,10 = 4.4 II 7x8 = 3x8 - 5x8 =
3x6 =HJC26 NAILED NAILED NAND HJC26
48.4 37-12 7-0 9fs0 12-4-0 16-2-0
fFbEr)•S�Sb6YiYbdrl
IaIB
DAa-4 3-1-8 34.4
2d0
2-10-0
2-10-0
4-B0
2-5-12 as-4
Plate Of_tsets(X.Y)-
12:0-1-1.0-1-11116:0.2-80-1-131111:0-1-70.2-101 T14:0-0-00-5-01
I76:0-1-120-3-01116:0-BOO-1-12111T0-1-120-0-0)
LOADING (pat)
SPACING- 240.0
CSI.
DEFL.
in (loc)
Udefl
Uri
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.86
Ven(LL)
0.31 14-17
>871
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.97
Vert(CT)
-0.3714-17
s719
180
BCLL 0.0
Rep Stress Incr NO
WB 0.60
Hoa(CT)
0.08 11
rda
n/a
BCDL 10.0
Code FBC201777PI2014
Matrix -MS
Weight: 1321b FT=0
LUMBER -
TOP CHORD
2x4 SP N0.2 *Except*
-
1-5,9-12:2x4 SP No.t
BOTCHORD
2x4 SP No.1'Except'
18-20,13-15: 2x4 SP ND.2
WEBS
20 SP No.3
SLIDER
Left 2x4 SP N0.3 2-6-0, Right 2x4 SP No.3 2-6-0
REACTIONS.
(lb/size) 2=184210.3-8, 11=1859/0-3-8
Max Holz 2=128(LC 24)
Max Uplift 2=1285(1_C 8), 11=1349(LC 8)
Max Gras 2=1871(LC 29). 11=1885(LC 30)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc putting.
BOTCHORD Rigid ceiling directly applied or 4-0-10 oc bracing.
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-3897/2156, 4-5=-4969/2661, 5-6=3584/1982, 6-7=3034/1724, 7-8=2841/1677,
8-9=-3298/1864,9-11=3913/2292
BOTCHORD 2-19=1925/3697, 17-19=2467/4874, 14-17=1560/3058, 11-14-2043/3605
WEBS 4-19=-578/1269, 5-19=-235/515, 5.17=2374/1287, 6-17=942/1795, 7-14=345/202,
8-14=-731/1500, 9-14=924/656
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10: Vuh-160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=6.Opsf h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) Plates checked for a plus or minus 0 degree rotation about its Center.
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 12851b uplift at joint 2 and 1349 It, uplift
at joint 11.
8) Use USP HJC26 (With 16-16d nails into Girder 810d nails into Truss) or equivalent spaced at 8.1-4 oc max. starting at 7-0-6 from
the left end to 15-1-10 to connect truss(es) to front face of bottom chord.
9) FIII all nail holes where hanger is In contact with lumber.
10) "NAILED' indicates 3-10d (0.148"xY) or 3-12d (0.148 x3.25") toe -nails per NOS guidlines.
11) Wanting: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
12) 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
:ontinued on vane 2
Thomna A Albani PE No.39380
MITex USA, Ine. FL Carl 6634
6SO4 Parke East Blvd. Tampa FL 331110
Date:
August 7.2019
® WARNING. Verilydesi0^Para 1sra and READ NOTES ON TIPS AND INCLUDED MITER REFERENCE PAGE MII-0473rev. I0W312015 BEFORE USE.
Design wuM for ON Only WM MTeM Conneaors.This design is based ony upanpammetem shown. and is for an individual bu din, componam, not
a buss system adore use• the building designer must vedy But apiekabOty of design Parameters and pmpedy hoorpnrde Nu design We me oaawl
bwkiagdesgo. BmWgIndicated istoprevantbudding ofnoMdualtrusswebaWarthartlmembersony.lWdNonaltempolaryandpwroarembraWg
MiTek'
Is always required for stablNy and to prawns maapsewiN possible personal lnjunrand propeM damage. Forgenerslgumarxeregardirlgthe
fabrication. storage, deavery, em9on and bredng oftrusus and truss systems,see ANSYTPIf Dualty Cdhde, DSB419 and BCS1 Building Component
6904 Parke East Blvd.
Seleylnl0rmefibn evallabb M1aln Truss Piste InsWNe, 210 N. Lae Street, Suae J12, Alexendl0, VA 22114.
Tampa, FL 35610
Jab
Truss
Truss Type
Oty Ply
T77793310
J38207
A06G
ROOF SPECIALGIRDER
1 1
Email
Job Reference (optional)
East Coast Truss, FL Pierce, FL 34946
8.240 s Jun 82019 MtTek Industries,
Inc. Tue Aug 620:19:022019 Paget
ID:f9aI4rIWPZ4RigOnGR2Mp%ygY4z-FG?RdNI17c2Tu6mNiHW4pvod5N 8ry4T9cRygSvt
LOADCASE(S) Standard
11 Dead+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pm
Vert: 1-5=60, 5.6=60, 6-8=60, a-9=-60, 9-12-60, 21-27=20
Concentrated Loads (Ib)
Vest: 8=-58(F) 19=608(F) 14=625(F) 33=58(F) 34=58(F) 35=95(F) 36=91(F) 37=91(F)
®WARNING - Vvnfydesignparameleis and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIIJdb re✓. 10ID312015 BEFORE USE.
Design valid foruu, nlllywrth NiffelIBea nectom. We design Is haeed any n,onpoamHBR shows. and Is far an Indiwc ual building eomadamem, not
a Wes system Before use, me hooding designer must verily Me appllcabiity of Davin parameters and pmpery Marperaw Mrs design Into Me ocean
hiddang Ceelgn. Bracing indicated is to prevent bonding olindMdual lass web anNOrchord members 0*. AddNonal temporary etk paimanerd bradng
WOW
Is always required for Mabl6ly and to prevent cogapse verb possible personal injury and property damage. For general guidance regarding Me
fabrication, storage. delivery, erection and among of owns and Wse systems,see ANSI/TPI1 OualnY Lrlfede, 0a8de end BLSI Building Compwen!
690e Palle EastBM.
SaRrylnbrmefi0n avagable fam Tasa Plrte InstdNa, 21a N. Lee Street, Sub, 31Z AleUMMIAVAT1314,
Tampa, FL MID
Job
Truss
Truss Type
Oy Ply
T77793311
J38207
ZTM
JACK -OPEN
6 1
1wraWell
Job Refers (optional)
east coast buss, rL meme, 1-1- aR
tIZ4U s Jun B Zola MTek Industries, Inc. TOO Aug 6 20:19:02 2019
[;?_ fWAI
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loot Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO 0.45
Vert(LL)
0.00
5 - >999
240
MT20
244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.18
Vert(CT)
0.00
5 >999
180
BCLL 0.0 '
Rep Stress Ina YES
WB 0.00
HOR(CT)
0.00
3 n/a
n1a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 7lb
FT=O%
LUMBER -
TOP CHORD 2x4 SP No.3
60T CHORD 2x6 SP No.2
REACTIONS. (lb/size) 3=77/Mechanical, 4=777/Mechaniw1, 5=1050/0-3-8
Max Hom 5=54(LC 8)
Max Uplift 3=77(LC 1), 4=777(LC 1), 5=1215(LC 8)
Max Grav 3=97(LC 8), 4=912(LC 8), 5=1050(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (to) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 Do purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads.
4) - This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 elide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 77 Ito uplift at joint 3, 777 Ib uplift at joint
4 and 1215 lb uplift at joint 5.
7) Waning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
Thomas A. Nbani PE No.39388
MiTek USA Inc. FL Can 6634
6904 Parke East Blvd. Tempe FL 33610
Date:
August7,2019
®WARNING-Vorflydesign paramelem and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGEM11d473 rw. 10/032015 BEFORE USE
'
Design valW for use onywM Mlreletior ostere.This design Is cases any uponparamelers shown, and is far an ind,ettual building comparison, net
ESE
a buss system. Strata use, me building designermusrveriyme, appiianiay0f design Parameters and propertyinwryorala Nis design no the avereg
building design. Bracing Indicated is to prevent burkang m inornual buss web aMlra Chord mention any. Atldiaonal lempomry and pemanem bracing
wek'
is always tall for stability, and to prevent cuaapse with possible personal Injury and property damage. For general guidance regrading the
fabrication, storage, delivery, erection and bracing ofbusses and "as Symms, no ANSVTW10ualiy CMeda, DSB49 and SCSI Soulful, component
sees Parke East BW.
SefelyhokamaUon avflableham Tmss Rate Ins19Ne,218N,t.eeS M.Sudo312,Alexandria.VA=14.
Tampa FL 36610
Truss
Truss Type
City Ply
Wsweli
T17793312
LJob
J38207
ZCJ1A
JACK -OPEN
2 1
Job Reference (optional)
Last Uoasl l fuss, Ft. rleRe, r L a4aea
1
3x4 =
o eu,d run arc mausme . ma I uu nug o LYl a:vs Line rage 1
Scale =1:7.3
LOADING (par)
SPACING- 2-"
CSI.
DEFL. in floc) Vde0 Vd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.45
Vert(LL) 0.00 7 >999 240
MT20 2441190
TOOL 10.0
Lumber DOL 1.25
BC 0.04
Vert(CT) 0.00 7 >999 180
BCLL 0.0 '
Rep Stress Ina YES
WB 0.00
Hom(CT) 0.00 2 n/a n/a
BCDL 10.0
Code FBC2017TTPI2014
Matrix -MP
Weight 7lb FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or0-114 oc purling.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing..
REACTIONS. (lb/size) 3=18/Mechanical, 2=293/048-0, 4=80/Mechanical
Max Ho¢ 2=54(LC 8)
Max Uplift 3=-18(LC 1). 2=323(LC 8), 4=80(LC 1)
Max Grav 3=29(LC 8), 2=293(LC 1). 4=113(LC 8)
FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shaven.
NOTES.
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about 8s center.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will Td between the bottom chord and any other members.
5) Refer to girders) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 18 Ill uplift at joint 3, 323 lb uplift at joint
2 and 80 Ib uplift at joint 4.
7) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
Thomas A. Albert PE No.39380
M1Tek USA, Inc. FL Cart6634
69" Parke East Blvd. Tempe FL 33610
Data.,
August7,2019
®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIId473 rev. 1M0312075 BEFORE USE.
Design valid for use onlywbh MneMconnMors. This design is based"upon paramems addition, and is on an Individual bugQrg Component, not
�—we
Amiss system. Before use, the bulling designer mudwird the applicabildyaf cosign parameters and properly Incorporate this design into the overall
buildingdesign. Brading indicated is to prevent buddro,of Individual Mass web andlm Nord members only. AtldNandtemporary end permaned brazing
M!Tek'
is always reuiumd for steady and to proved collapse wah possible personal injury and property damage. Forgeneralguidanceregardingihe
fgnication, alore9e.deevery.emetion and bradng etrussesandbuss systems, was ANSUrPII Quality Crheda, OW49 and SCSI Building Componmrt
69U Palle East BIW.
SefOyloMrme on availableham Tmss PleaInMWe.210N.Les WV .g fte3f2.Nexandda,VA22314.
Tampa, FL M10
Job
Truss
Truss Type
Qty Ply
yMswell
Tt7793313
J38207
ZCJ3
JACK -OPEN
6 1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34946
8.240 s Jun 82019 MTek Industries, Inc Tue Aug 6 20:19:04 2019 Pagel
IigQnGR2MpXygY4z-Bp7B13mHfDIB88s9WJ nVVLPPYMrl z8QOy6hKygSvr
i'I�681FF]
. u1
z 50
LOADING (psQ
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) Udeft Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.45
Ven(LL)
0.00
45 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC OA5
Vert(CT)
0.00
4-5 >999 180
BCLL 0.0 '
Rep Stress Ina YES
WB 0.00
Horz(CT)
0.01
3 n/a rda
BCDL 10.0
Code FBC2017rTP12014
Matrix -MP
Weight: 15 lb FT=0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or2-11-4 oc puffins.
BOT CHORD 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-" Do bracing.
REACTIONS. (lb/sae) 3=42/Mechanical, 4=55/Mechanical, 5=365/0.3-8
Max Hom 5=80(LC 8)
Max Uplift 3=-28(LC 8), 4=55(LC 1), 5=-344(LC 8)
Max Grew 3=42(LC 1), 4=100(LC 8). 5=365(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf; h=15ft; B=45ft; L=2411; eave=oft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about Its Center.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent 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) Refer to girder(s) for truss to truss Connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 281b uplift at joint 3, 55 lb uplift at joint 4
and 344 lb uplift at joint 5.
7) Warning: Additional permanent and stability bracing for truss system (not pan of this Component design) is always required.
Thames A- Aibani PE No.38380
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
August7,2019
® WARNING. Verily design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PA BE 111II.7472 rev. 101OV2015 BEFORE USE.
Design valid for use Only win MTek®tormaetorg, Mis ded, is based any upon parameters shown, and is Wan IM,AGUM bulEitg Magianism, nat
It
a buss system. BetOre use, the building designer must very Me applicability Mdesign parameters and propeM gmryorate Nis design into the overall
beldingdmgn. Bating iMicated is to prevent budding M mdiidualtlumareb enter MOM members any. ACdaionaltempomryarapernanembachg
IMF
iwiTek'
Is always required far didigy and to Preyed COMPSO wRh possible persanel Injury add property damage. For generel guidance mea ure Me
falmorkt,storage, detivery, ererlion and bracing of Busses and truss systems, me ANSVTPit quality Britain, DS"S and BCSl Building Component
Sareylnhrmedon avagable fiom Tuss Plate Instau[e, 219 N. Lee Street, Sube 31Z PlexandM, VA 22311.
6904 Parts East MAI.
Tampa, FL 36510
Job
Truss
Truss Type
Qty Ply
4Mswell
T17793314
J38207
ZCJ3A
JACK -OPEN
2 1
Job Reference (optional)
Last beast l russ, rc rieme, rL JV O
3x4 =
d.34u s dun e[uln N➢ I on Industries, Inc. Iue Aug 5 20:19:04 2019 Pagel
ID:f9al?rKMPZ4RigOnGR2MpXygY4z-Bp7Bi 3mHfD1B88s9V7J_nVvLpPa9riz8QOy6hKygSvr
22-114
Scale = 1:9.9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(foe) VdeO LJd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.45
Vert(LL) -0.00
7 >999 240
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.04
Vert(CT) -0.00
7 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Hong(CT) 0.00
2 n/a n1a
BCDL 10.0
Code FBC2017[rPI2014
Matrix -MP
Weight: 151b FT=0%
LUMBER-
BRACING.
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-114 Go pur ins.
BOT CHORD 2x6 SO No.2
BOT CHORD
Rigid ceiling directly applied or 1D-0-0 oc bracing.
REACTIONS. (lb/sae) 3=5611viechanical, 2=280/0-8-0,4=15/Mechanical
Max Harz 2=80(LC 8)
Max Uplift 3=40(LC 8), 2=241(LC 8)
Max Grav 3=56(LC 1), 2=280(LC 1), 4=50(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.OpsY h=15ft; B=45R; L=24N; eave=4N; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree relation about its center.
3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcunent 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 40 lb uplift at joint 3 and 241 Ib uplift at
joint 2.
7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Thomas A. Alban! PE Nc39300
MiTek USA, Inc. FL Cert8634
6904 Paden East Blvd. Tampa FL 33610
Date:
August 7,2019
®WARNING -Vedwy design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I67473 rev. le/OI/205 BEFORE USE.
Design "id lad use only wait MTelt®connectors. Tins design is based only upon parameters shown, and is for an hWiNdual building component, not
a Was system. Before use, the building designer must wdfyMe applirabiuy of design pontoons rs and p gxdV Na xpomle this design Into lye Overall
boddingdeslgn. Bracing incanted is to prevent bearing M Nd'Mdual buss web anVor clood member wty. Mongrel temparary and permanent brining
MiTek'
is sheave required for stability and to prevent witapse wily po59dle personal injaryantl propMy damage. Forgeneral guidance repantirq the
fabdw6an, stomga, detivery,ereaon antl baWgof busses anal buss systems.sea ANSUTPTI Duagy Crilede, DSa29 and BCSl Building wassovent
69041 Parke East BIM.
Sad ylnrormagon avd'Jabie(rem Tmaa Plate lnsBma,2/ON. Lea Street, Sutle 312 P1exendrla. VA Y2314.
Tampa, FL 36610
Job Truss
Truss Type
Oty Ply
Wlawell
T77793315
J38207 ZCJS
JACK -OPEN
4 1
Job Reference (optional)
test coast Iwas. Ft. Plerce, FL J tNVU
B.LAu s Jun a 2019 MiTek Industies. Inc. Tue Aug 6 20:19:05 2019
Stele=1:13.7
1$
D8-4
4_SQ
,
LOADING (pall
SPACING- 2-0-0
CSI.
DEFL. in (too) Vdeg Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) -0.01 4-5 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.10
Vert(CT) -0.01 4-5 >999 180
BCLL 0.0 '
Rep Stress Ina YES
WB 0.00
Hom(CT) 0.01 3 n/a me
BCDL 10.0
Code FBC2017rrP12014
Matrix -AS
Weight: 221b FT=0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural Wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (lb/size) 3=99/Mechanical, 4=16/Mechanical, 5=397/0-3-B
Max Horz 5=107(LC 8)
Max Uplift 3=75(LC 8), 5=-289(LC 8)
Max Grav 3=99(LC 1), 4-71(LC 3), 5=897(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsF h=15ft; 13=451t; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcoment 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 75 Ill uplift at joint 3 and 289 Ill uplift at
joint S.
7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Thomas A. Annual PE No.39380
MiTek USA; Inc. FL Cert 6034
6904 Parke East Blvd. Tampa FL 33610
Date:
August 7,2019
®WARNING -Vent, design 1—noorer3 and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, IMWRa1S BEFORE USE.
Design VdMhrUWOnlywMMTelt®cmne M.TltiedeYgnieba MMIYuponpatamdensllawn,mdl3ra8n4Miv uelbu"Wwn wM,nd
a Uuss sydem Before use, the building designer must WRY, the appilubtfty of de9gn paramdere and prepedy lWor orde We design Into Me overall
buiM'mgdeslgn. SeengIndicatedbtoprevent buddmgO MMdualausswebWaterchordmembereonly. Additional temporaryeMpertnaneMbaWg
MiTek'
Is always required for Satiny and to prevent collapse win possible perwnal lNuryand property damage. Forgenenaguldanwregardingthe
/abdwUon, dgrega, 0erlvery, eredba end bmdng d Wsus ant buss sya0ms, ue ANSM11 Quality Crgeda, US"9 enesCSI Buffding Component
6904 Parke Fast BIW.
Sarotylntonnetlon avaaabletom Truss Plate Institute,218NLoe Sb Eude312,Alesandda,VA22:114.
Tampa FL 36810
Job Truss
ruse Type
0ty, Ply
WSwell
T17793316
J38207 ZCJ5A
Jadt-Open
2 t
Job Reference o lional
Last coast Truss, Ft. Pierce, rL J tnIo
p
3x4 =
g29U 5 Jun a ZUI V MI I ek MdUSMOS. InC. 1 ue HUB b ZU:I V:LO ZU19 Face 1
LOADING (psf)
SPACING-
CS 1.
DEFL.
in
(loc)
Udell
Lid
TCLL 20.0
Plate Grip DOL
%0
1.25
TC 0.42
Vert(LL)
-0.01
6
-999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.17
Vert(CT)
-0.02
6
>999
180
BCLL 0.0
Rep Stress Ina
YES
WB 0.03
Horz(CT)
-0.01
4
n/a
n1a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
LUMBER- BRACING -
Scale = 118.3
e
PLATES GRIP
MT20 244/190
Weight: 24 M FT - 0%
TOP CHORD 2x4 SP No.3 TOP CHORD Structure[ wood sheathing directly applied.
POT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=56/MechaniCo1, 2=340/0-8-0, 5-114/Mechanical
Max Horz 2=147(LC 8)
w Max Uplift 4=64(LC 8). 2=230(1_C 8). 5=15(LC 8)
Max Gmv 4=69(LC 13), 2=340(LC 1), 5=119(LC 3)
FORCES. (lb) -Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7.10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=4511; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (tlirectionaq; Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 641b uplift at joint 4, 230 lb uplift at joint
2 and 15 lb uplift at joint 5.
8) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) Is always required.
Thomas A Alban! PE No.39360
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33010
Data:
August 7,2019
®WARNING- Verify design p—rderers and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M67473 rev. 1"3a015 BEFORE USE.
Design vale for use o*wM Meek® con Intom. This dedgn la based only uponpar4melers Mown, and is Wan IndivWual building component not
�
• abass system Before use, me bWtlmg designer must very the appilubitily of design parzmelen and properly incorporate We design date Me oyeall
bwldbgdaega. Bracing Indicated is to prawn WUMg of NdidualtruSS web andlor Mon members only. AddmonaltemponnyaMpmmanenbmrJng
MiTek'
Is aNlays required for stability and to prevent collapsowith possible personal injwyand progeny damage. For general guidame reganirg the
fabdraban, slaroga, tlegvery. erection and bmdnp alWssez &d Wsa symems, ue ANSUTPTI Qualify Crlrnda, DSBJla and SCSI Building Component
Effie Parke East eye.
Sarerylnrprmsflea avaoabk Trues MMeln9k0e.216NLeeB d.6 e312Aleeandda,VAM14.
Tampa, FL]fi810
Job Truss
Truss Type
0ty, Ply
W1swe11
T17793317
J38207 ZCJSB
Jack -Open
2 1
Job Reference (optional)
ta!n Goaat rruSS, FL Flow, I-L J`I4. e.Z4U 5 Jun 0 ZUl9 MI l eft IGOUSVIBS,Inc. I ue Aug 6 ZU:1V:Ui ZQ19 Page
Scale =1:16.3
LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.01 6 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 VeruCT) -0.01 6 >999 ISO
BOLL 0.0 ' Rep Stress Ina YES WB 0.02 Horz(CT) -0.00 4 rVa n/a
BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 24111 FT=0
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. .
WEBS 2x4 Be No.3
REACTIONS. (lb/size) 4=56/10echanical, 5=60/Mechanical, 7=393M-3-8
Max Horz 7=147(LC 8)
Max Uplift 4=-64(LC 8). 5=2(LC 5), 7=295(LC 8)
Max Gras, 4=69(LC 13), 5=8B(LC 3), 7=393(LC 1)
FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown.
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wnd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.OpsY h-1511; B=45ft; L=2411; eave=oft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) This hus5 has been designed for a 10.0 psf bottom chard live load noncencarrent 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 64 lb uplift at joint 4, 21b uplift at joint 5
and 2951b uplift atjoint 7.
8) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
Thomas A. Albami PE No.39380
Mi7ek USA, Ine. FL Carl6634
6904 Padre East Blvd. Tampa FL 33610
Date:
August 7,2019
®WARNING -Wrlly design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10,0341015 BEFORE USE.
Dellgn Said fof Use only WED Mirek®ounneciors. This design is based only upon param oms Mown, and is for an Individual Wading componem. nit
ff
12
a buns system. Belpre use, the bUWmg designer must verify No applicaNWy or design parameters and properly hompach, Nis design Edo toe owing
bulWN9deslgn. Smorg indowed is to prevxm WWing of lndMdual Wss web andforr3NGm members ony. AddElnna Nmporeryand Fermanemmacing
MiTek'
b always required for slabiNy and to prevem wgapse wan possible personal injury and property damage. ForgenerelgukenwngaNnglhe
fAdwaon,Momge,deMq,emWonwdbmdngof Wsseaand WssWems,see ANSVITP11 Quality CwGUhS DSI89 and SCSI Building Component
Tamp Parke Fast awl.
Saleb'1olGrmadon avaaablefrom Tmsa Plate IneNWo,218N.Lee BI Buae312Nmmndda,VA22314.
Tampa, FL- 36610
Job
Truss
Truss Type
Oty Ply
Wswell
T77793318
J38207
ZEJ7A
Jack -Open
3 1
Job Reference (optional)
'East Coast Truss, Ft. Pierce, FL 34946
8.240 s Jun 82019 MTek Industries, Inc. Tue Aug 620:19:072019
ix4
Sac II 3x4 =
9
Scale = 123.5
Plate Offsets(X,V)12:0-3-14,0-0-71,17:0315,0-1-BI
LOADING (psQ
SPACING. 2-0-0
CSI.
DEFL,
in
(loc)
Udell
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.42
Vert(L-)
-0.01
7-8
>999
240
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.34
Vert(CT)
-0.03
7-8
>999
180
BCLL 0.0 '
Rep Stress In" YES
WB 0.12
Horz(CT)
-0.01
5
Na
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 361b FT=0%
LUMBER -
'TOP CHORD
2x4 SP N0.3
BOT CHORD
2x4 SP Nd.3
WEBS
2x4 SP No.3
SLIDER
Left 2x4 SP No.32-6-0
REACTIONS. (lb/size) 5=118/Mechanlcal, 2=435/0.8-0, 7=124/Mechanical
Max Ho¢ 2=221(LC 8)
Max Uplift 5=135(LC 8).2=242(LC 8)
Max Gran, 5=146(LC 13), 2=435(LC 1), 7=154(LC 3)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-4=314/74
BOTCHORD 2-8=62/325,7-8=69/318
WEBS 4-7=331/71
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10: Vuti=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.
5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Referto girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 135 lb uplift atjoint 5 and 242 to uplift at
joint 2.
8) This truss design requires that a minimum of W16" structural wood sheathing be applied directly to the lop chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Thomas A. Alban PE No.39380
MIT& USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
August 7,2019
AWARNING. Verify des/gnpammermv and READ NOTES ONTWS AND INCLUDEDWi REFERENCE PAGE Mll-7473rev. rNhb/a0r5 BEFORE USE.
Design va d for use onlywah MDekeoonnedam.Ttds design Is based only uponparemelels shown, and is Wan LdiWdual WRWW coe4wnom, not
a Was system Before use. No building designer mud vent' the applicability of dedgn parameters and pmpedy incoryomta this design into the overall
�
buildingdeshm. BmoingbMiraledlstopMantbua ingofMdMdualtmsswebmWorOoNmembemonly. AIdnonaltampomryendpedoxIentbrecing
M!Tek'
Is always tequbed for stabirdy and to pmwrt wilapse waft pos9ble personal inluryand property damage. Forgeneralguldanoaregardagthe
Fdbriragon,storage, degvery. emdion and bmdag ofWsees and! WsB systems,sea ANSV7AI0.01y Cdreda, DS&89 and BCSI Building Component
6904 Parts East BM.
Sa/etylnfmmedon mbble oars Tmss Plea Ind4ule, 2/6 N. Lea Street Sude 312. Alexandria. VA22314.
Tampa, FL Scald
Job
Truss
Truss Type
Oty ply
Wlswell
T17793319
J38207
ZEJ7B
Jack -Open
3 1
Job Reference (apt'anag
East Coast Truss, FL Pierce, FL 34946
8.240 s Jun 82019 MiTek Industries, Inc. Tue Aug 6 20:19:08 2019 Pagel
tx4 II
34 11 3x4 =
loss 1 ae-o 1 7-0-0
OS4 2b12 4-0-0
Sale =1:23 5
Plate Offsets (X Y)—
I2:0-36 0-2-111 17:0-3-15 0-1-81
LOADING (pat)
SPACING- 2-0-0
CsL
DEFL.
in
(loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO 0.42
Vert(LL)
-0.01
7-8
>999
240
MT20 244/190
TCOL 10.0
Lumber DOL 1.25
BC 0.33
Vert(CT)
-0.03
7-8
>999
180
BCLL 0.0 '
Rep Stress Ina YES
Wd 0.10
Horz(CT)
-0.01
5
Na
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 361b FT=0
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 20 SP No.3
SLIDER Left 2x4 SP No.3 2-6.0
REACTIONS. (lb/size) 5=1181Mechanicel, 2=44710-3-8, 7=111/MechaniwI
Max Horz 2=221(LC 8)
Max Uplift 5=135(LC 8), 2=249(LC 8)
Max Grav 5=146(LC 13), 2=447(LC 1), 7=146(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-280/226
BOT CHORD 2-8=-56/283, 7-8=62/278
WEBS 4-7=-289/65
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=2411; eave=oft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation about Its center.
4) This truss has been designed for a 10.0 psf bottom chord live load nanconcumenl 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 5 and 249 It, uplift at
joint 2.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) Wanting: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
Thomas A. Aboard PE No.38380
MiTek USA, Inc. FL Cart 66M
6904 Parke East Blvd. Tampa FL 33610
Date:
August7,2019
®WARNING Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU7473 re¢ 1WO312015 BEFORE USE.
Design end for use unywah A4Tek®carneclors. This design ie based ony upon parameters shown, and is for an McMdual Wilding component, not
a Wss system. Before use, me building designer must very Me appGgbilily of design parameters and property Incorporate this design into the ovaral
bulldingdesign. Bracing Indicated isto prevent Waking ofindlindualbuss web andbr Nob members only. McNionalfempomyandformaneMbnadng
MiTek'
is always re9ulsedfor stability and to prevent colapse with possible personal injuryaM propertdamage. ForgenemiguganmregaNing Ne
2bruaoe starega. deGvery.eredion and orating of tmasesaM Wsa ayatems, see ANSIA I10ualiy Cifferia, Bagels and BCS1 Building Component
6904 Parke East BNd.
SeltylnlormNon availabbflan Truss Plate InaN e,210N.LeeS O.Sude312Alexandra,VA22314.
Tampa. FL Seale
Jab
Truss
Truss Type
Ob7 Ply
Well
T17793320
J38207
ZEJ7C
HALF HIP
2 1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34946
8.240 s Jun 82019 MiTek Industries, Inc. Tue Aug 6 20:19:09 2019 Pagel
3.4 = 3x8 II
1x4 II 4x4 =
0434 3-0-0 7-0O
'osa I z-5-12 4-M
Style =1:232
Plate Offsets (X Y)—
12:0.3-6 0-2-71 15:0.2-00-2-31
LOADING (pat)
SPACING- 2-0-0
CSI.
DEFL.
in
(too)
Well
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.27
Vert(LL)
-0.01
7-8
>999
240
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.19
Vert(CT)
-0.02
7-8
>999
180
BCLL 0.0
Rep Stress Mcr YES
WB 0.09
Horz(CT)
-0.00
6
Na
Iva
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 41 lb FT=0
LUMBER-
iOP CHORD
Zx4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
SLIDER
Left 20 SP No.32-6.0
REACTIONS.
(lb/size) 7=115/Mechanica1, 2=449/0-3A, 6=107/Mechaniwl
Max Hoa 2=207(LC 8)
Max Uplift 7=-8(LC 5). 2=259(LC 8), 6=113(LC 8)
Max Grav 7=143(LC 3), 2=449(LC 1), 6=124(LC 13)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-4=288/220
BOTCHORD 2-6=-86/290,7-8=95/290
WEBS 4-7=-266/86
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=6.Opsf h=15ft; B=4511; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch right exposed; Lumber DOL=1.60 plate grip
DOL-1.60
3) Provide adequate drainage to prevent water podding.
4) Plates checked for a plus or minus 0 degree notation about its center.
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent wah any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girders) for truss to truss connections.
8) Provide mechaniml connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 7, 259 Ib uplift at joint 2
and 113 lb uplift at joint 6.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
Thomas A. Nbani PE No.39380
MiTek USA, Inc. FL Carr6634
69U Parka East Blvd. Tampa FL 33610
Date:
August 7,2019
®WARNING -Verily daelgn parameters and READ NOTES ON THS AND INCLUDED MITEx REFERENCE PAGE MIF7473 nv. 1m03/1015 BEFORE USE.
Deelgn sifd rm ese Ony wllll N,TekGl connect... ThIs design Is based col, epnn pa2mNBA shown. and I9 far an IMIVIEual ba ding Component, not
Not
a Voss system Baron use, me building dasgner ..at nal,meappUcabllAy of dedgn parameters and properly incorporate mu deagn Into me overall
bulldingdesign. BreGnp Nticated is to prevent hurFJNg o/Nd'MOual Wssweb anNar UON members ony. Pdtltlbnalmmponryatq petmanemtracing
MiTek'
is always Muted for stabllay and to prevent collapse wW posvde personal IntWand prepedydamage. For general guidance regae ing the
fabdox0an, storage. delivery, erector, and bracing Oftneses and truss systems, see ANSUrPH Quality CrMnId, DSB89 endBCS1 Burld/ng component
6906 Parke East BIW.
SelelylMomsedn mMbkaom TNss Plneln Oe,210N.Lee&MM,Su0312,Aleae .VA=14.
Tampa. FL 36510
Jab
Truss
Truss Type
Qy Ply
Wlswell
T17793321
J38207
ZEJ]D
HALF HIP
2 1
Job Reference (options[)
East Coast Truss, Ft. Piers, FL 34946
8.240 s Jun 82019 MITek Industries, Inc. Tug Aug 6 20:19:09 2019 Paget
gxs = 3xa II
34 II 3x4 =
04i-0 341-0 I 47-0-0
04i3 2512 1-6AE-0 I 2EA
Swale=117.4
Plate Offsets (X Y)—
12:0.3-60-2-11j [5:0-2-8 0-1-131
LOADING (pat)
SPACING- 2-0-0
CSI.
DEFL.
in
floc)
gdeD
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
-0.01
7-8
>999
240
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.17
Vert(CT)
-0.03
7-8
>999
180
BCLL 0.0 '
Rep Stress Ina YES
WE 0.11
Horc(CT)
-0.00
6
We
n/a
BCDL 10.0
Code FBC2017rTP12014
Matrix -AS
Weight: 40 lb FT=0
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (Ib/size) 7=151/Mechanica1, 2=449IO-3A, 6=71/Mechanical
Max Hoa 2=136(LC 8)
Max Uplift 7=40(LC 5), 2=290(LC 8), 6=59(LC 5)
Max Gmv 7=159(LC 13), 2-049(LC 1), 6=71(LC II
FORCES. IRS) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown.
TOP CHORD 2-4=278/212, 4-5>344f73
BOTCHORD 2-8=68/260
WEBS 5-8=-20/285
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid calling directly applied.
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation about 8s center.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcarrent with any other live loads.
6) ' This truss has been designed for a live load of 20.0psf on he bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss Connections.
8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 401b uplift at joint 7, 290 IS uplift at joint
2 and 59 lb uplift atjoint 6.
9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
Thomas A A16ani PE No.39380
MiTek USA, Ina FL Cart 6034
6904 Parke East Blvd. Tampa FL 33910
Date:
August 7,2019
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED a11TEN REFERENCE PAGE MI10473rev. IM3 ad15 BEFORE USE. *
Design valid W use only with MTek® connectors. This dedgn is based only upon parameters shown, and is Wan IMivieual Mining component net
a truss system. Berme use, the binding designer must vergyma apptimbiiy of deep parameters and property incorporate this design Ito me owrdll �1Y�
bWldmgdesgn. BrxdogiMicated is to prevowb gdhdiNdual WsswebanN Oordmembemony. Addtignaltempomry and permanem bracing MiTek'
Is always requbed for eternity and to prewrd collapse with possible personal injury and property damage. Far generd guidmun regarding pre
fabrication. storage, deflAM. erection and bracing Ripostes and miss systems. we ANSU7P/lduality Ededa, DSB89 and BCSI Building component 680, Parke East BNd.
Sofetylnrimendion avableb Truss Ptate Institute,218KLea Street,Sate3lZNexandria,VAU314. Tampa, FL Seat
0
Job
Truss
Truss Type
Oly Ply
Wiswell
T17793322
J38207
ZHJ7
DIAGONAL HIP GIRDER
2 1
Job Reference (optional)
'cast GOa51 Truss, Ft. Pierce, I-L MV4G e.241.1 S Jun B 2U19 MITek Industries, Inc, rue Aug 6 20:19:10 2019 Page i
2-9-15 al1-0
4-11-1
•
Scale: IQ'=1'
3x4 II
NAILED
5
2.12 12
NAILED
NAILED
18
Id
3x4 sc NAILED
3x4 =
NAILED
3 15
4
NAILED 3x4 =
2
Special
17
6
18
7
NAILED
1.4 It
NAILED
4x8 6
sx6 II Special
NAILED
NAILED
Plate Offsets (X,Y)—
12:0-0-7,Edge], 15:0-2-13,0-0-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.83
Vert(LL)
0.10
7-8
>999
240
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
Be 0.85
Ved(CT)
-0.14
7-8
>803
180
BCLL 0.0 '
Rep Stress Incr NO
6VB 0.62
Hom(CT)
0.03
2
ma
nice
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Weight: 51 lb FT=O%
LUMBER- BRACING.
"OP CHORD 2x4 SP No.1 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
SLIDER Left 2x4 SP No.34-0-0
REACTIONS. (Ib/s¢e) 5=33/Mechanica1, 7=505/Mechanical, 2=156/0-0-15
Max Horz 2=107(LC 23)
Max Uplift 5=165(LC 7), 7=267(LC 5), 2=1369(LC 17)
Max Gmv 5=101(LC 25), 7=878(LC 28), 2=2145(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=247212091
BOTCHORD 2-8=337/1464, 7-8=-337/1464
WEBS 4-8=233/785, 4-7=1418/303
Structural wood sheathing directly applied or 3-6-13 oc purins,
except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; lhi B=45111; L=240; eave=oft; Cat.
11; Fxp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch fight exposed; Lumber DOL=1.60 plate gdp
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its Center.
3) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 2-04 wide
will fit between the bottom chord and any other members.
5) Refer to girdef(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 165 lb uplift at joint 5, 2671b uplift at
Joint 7 and 13691b uplift at joint 2.
7) This truss has large uplift reaction(s) from gravity load Casale). temper connection is required to secure mess against upward
movement at the bearings. Building designer must provide for uplift reactions Indicated.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
9) "NAILED" Indicates 3-1Od (0.148'1 or 2-12d (0.148'W.25") toe -nails per NDS guidlines.
10) Hanger(s) or other Connection devices) shall be provided sufficient to support Concentrated load(s) 895 Ib dawn and 805 Ib up at
14-15, and 895 lb dam and 805111 up at 1-4A5 on bottom chord. The design/selection of such Connection devices) is the
responsibility of others.
11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOADCASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
;ontinued on made 2
Thomas A. Albani PE Ne.38380
fdiT6lt USA, Inc. FL Cart 6634
69M Parke East Blvd. Tempe FL 33610
Date:
August 7,2019
® WARNING - Venry design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE M147473iev. 10/03R015 BEFORE USE.
•
• Design valid for use only van Mmii conmi This design is based ony upon pamnsome shoves. end Is for an re ivkual buidmg component not
,■�
Val'
a ss system. Before use, Me building designer must very me applicability of design parameters and popery incorgoi this design bolo fie ovi
buadingdeslgn. BmeNgilMWedistopmwnbuc gof NdMdual Wnwe wWarutoNmembemony.MdNonaltempomryaodiermanembracing
MOW
Is ai required for Rocky and to prevent co0apse with gosi personal lnlurywel popery damage. Forgeneolguidanceregardingthe
fabrlwton,stomge,delivery,eredionmdbmWgofbusmsa nsssystems,see ANSUTPI10ue1iry Console, OSS49 end SCSI Building Component
6904 Parke Fast BM.
Se/oylnmrmmlon aweablefmm Tmss PlmelnMkWa.210N.Le UmO.Sube312,NexandRa,VA22314.
Tampa. FL 36610
Job
Truss
Truss Type
pry Ply
Vafiswell
T17793322
J38207
ZHJ7
DIAGONAL HIP GIRDER
2 1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL 34946
8.240 s Jun 8 2019 MiTek Industries, Inc Tue Aug 6 20:19:11 2019 Page 2
ID:f9al7rWAPZ4RigpnGR2MpXygY4z-U92rV8sgONABUDuVP5zdZ_h82Em8 34A7 9zROygSvk
LOAD CASE(S) Standard
UnNorm Loads (pig
Vert: 1-2=60
Concentrated Loads (Ib)
Vert: 12=110(F=55, B=55) 13=592(F=296, B=296) 16=28(F=14, B=14) 17=67(F=34, B=34) 18=16(F=8, B=B)
Trapezoidal Loads (pig
Vert: 9=0(F=10, B=10)-10-6=-197(F=-88, B=88)
®WARNING Va"Wesigvparamerere and REAO NOTES ON THIS AND INCLUDED MITEK REFERENCE GAGE MII-7473rev. lW"OIS BEFORE USE
Design YWA far use onywM 6LTek®ccnnemom. This design is based only upon parameters shewn, and is for an MdlvWmI WHOM comporem, not
a W as system Before use, Ube building designer must verity the applltabiWy of deep pamnwters and pneady Wcoryorate this design methe ammfl
bdidingdeslgn. BrarmgilWicam0lsmprevent Ouctanp of NdMdual Wse web anWorrnoN members onyAcciftnaltempamryarWpermanemenimug
MiTek'
Is always refuted for Mabiley and W prevent maapsewM possible personal Injury and pepedy damage. ForgeneralguWanceregarding Me
6bdoa8on, Manage. defwery. erection and bracing oftheses and Was systems, see ANSUTP11 QuaMy Whads, DSB89 and BEST Building Component
ease Parke East BNd.
Salefylabersalon av blefee Tmss Plate InMW e,218N.Lee Street,Sude31ZAleaandrm,VA22314.
Tampa, FL 36610
Job
Truss
was Type
Oty Ply
T77793323
J38207
2HJ7A
DIAGONAL HIP GIRDER
1
�JbRem,
(optional)
,Cast Doast Truss, Ft. Pierce, FL 34946
8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Aug 6 20:19:12 2019 Page 1
NAILED 3x8 _7
bah I NAILED NAILED NAILED
4-2-15 6-10.12 9-10.1
6J.15
sees =1:25.1
Plate Offsets (X,Y)-
[2:0-3-7,0-1-101 [6:031 0-0-81
LOADING (par)
SPACING- 2-0-0
C51.
DEFL.
In
(toe)
Udefi
L/d
PLATES GRIP
TCLL 20.0
Plate GNP DOL 1.25
TC 0.65
Vert(LL)
0.07
8-9
s,999
240
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
SC 0.68
Vert(CT)
-0.14
8-9
>817
180
BCLL 0.0
Rep Stress InCT NO
WB 0.24
Horz(CT)
-0.03
6
n/a
Na
BCDL 10.0
Code FBC20177TPI2014
Mama -MS
Weight: 551b FT=O%
LUMBER- BRACING-
erOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
SLIDER Left 2x4 SP No.3 2-6-0
REACTIONS. (Ib/size) 6=53/Mechanical, 8=387/Mechanical, 2=497/0.10.15
Max Hom 2=215(LC 24)
Max Uplift 6=-73(LC 24), 8=122(LC 5). 2=351(LC 4)
Max Gmv 6=72(LC 13), 8=443(LC 28), 2=702(LC 30)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=925/558, 4-5=1014/197
BOT CHORD 2-9=-2021874, 8-9=1501382
WEBS 4-9=-267/98, 5-9=84/791, 5-B -454/187
Structural wood sheathing directly applied or 5.10-2 0o pudins,
except end ver icals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; ESP C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent 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 3.6-0tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss Connections.
6) Provide mechanical Connection (by others) of truss t0 bearing plate Capable of withstanding 73 Its uplift at joint 6, 12216 uplift at joint
8 and 351 Its uplift at joint 2.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
8) "NAILED" indicates 3.1Od (0.14853") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
9) Warding: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
10) 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 (pif)
Vert: 14=60, 4-6=60, 7-10=20
Concentrated Loads (lb)
Vert: 9=12(F=6, 8=6) 13=67(F=34, B=34) 14--99(F=49, B=49) 16=172(F=-86, B=86)
Thomas A Albani PE No.39380
MiTek USA, Inc. FL Cart 6634
6906 Parts East Blvd. Tampa FL 33810
Data:
August 7,2019
®WARNING. Verily deslnn paramelers and READ NOTES ON MIS AND INCLUDED MITEx REFERENCE PACE MIId073 rev. 1&03/2015 BEFORE USE.
Design varel far use onywilh hLTek®cannaclon. TOis design Is based my upon parameters shown, and is loran Individual bending component, not
Sea -
Nal
a tmlda system Befere use, the burIing designer must very me eppleabley of deep parameters and prepery incorporate Me design Into the overall
OWIENgdesign. Brachg MiWedletopmv MWu gothldWualimsswebm&wm ordmemmmy.
MiTek'
Isaewaysr uhedforstabitilyaWtDPMWMoogapsewahpossiNepersonallrlurymdpmpedydamaw. ForgererelguidanceregaMbgrue
fabdratiom xonge.delivery, ereabn and bradlg ofbusseseM haze syAama.sea ANSUFMI DuaTdy, Cdfeda, DS"9 and8CSl Building Component
Bass Parke East Blvd.
S4leiylnWeenhon available emn Trials Fate Inslaute, 218 N. Lee Street. Sube 312. Nexandda, VA22314.
Tampa, FL 36610
v
Job
Truss
Truss Type
01y PIy
NfhSN
T17793324
J38207
ZHJ76
DIAGONAL HIP GIRDER
1 t
Job Reference optional)
East Coast Truss, FL Pierce, FL 34946
8.240 s Jun 8 2019 M7ek industries, Inc. Tue Aug 6 20:19:13 2019 Page 1
asa .1 2x4 II 3x4 = 6
4x6 = Special NAILED NAILED 44 =
Special NAILED NAILED
0.8-2 i 4-2-15 i 7-10 I 110.1 r
5-8.2 3&43 2-10.1 2-&1
Scala-1:28.8
Plate Offsets (X,Y)-
12:0.2-11,1-5-111. r2:0-0-12 0-1-12] 15:031 0-081
LOADING (par)
SPACING- 2-0-0
CSI.
DEFL.
in
(hoc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Gnp DOL 1.25
TC 0.65
Vert(LL)
-0.05
9-14
,999
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.79
Vert(CT)
-0.05
9A4
>999.
180
BCLL 0.0
Rep Stress Ina NO
WB 0.33
Horz(CT)
-0.02
5
me
n/a
BCDL 10.0
Code FBC2017rFP12014
Mamx-MS
Weight: 631E FT=0%
LUMBER- BRACING-
JOP CHORD 2x4 SO No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
WEDGE
Left 2x4 SO No.3
REACTIONS. (lb/size) 5-0/Mechanical, 7=563/Mechanical, 2=128/0-4-15
Max ll= 2=199(LC 23)
Max Uplift 5=-68(LC 7), 7=383(LC 5), 2=1326(LC 17)
Max Gmv 5=42(LC 25), 7=923(LC 28), 2=2146(LC 26)
FORCES. (Ib) -Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-20281669, 3-4=8161319
BOT CHORD 2-9=675/1915, 8-9=619/1845, 7-8=250/689
WEBS 3.9=401/537, 4-8=39611019. 3-8=1461/861, 4-7=945/342
Structural wood sheathing directly applied or 4-0-1 oc purling,
except end verticals.
Rigid ceiling directly applied or 6-0.0 oc bracing.
NOTES.
1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsY h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation about its center.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Nil fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 681E uplift at joint 5, 383 lb uplift at joint
7 and 1326 lb uplift at joint 2.
7) This truss has large uplift reaction(s) from gravity load case(s). Proper Connection is required to secure truss against upward
movement at the bearings. Building designer must provide for uplift reactions Indicated.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n.
9) "NAILED" indicates 3-1 Od (0.148"x31� or 2-12d (0.148"x3.25') toenails per NDS guidlines.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 949 lb down and 805 Ib up at
1-4-15, and 9491E down and 805 Ib up at 1-4-15 on bottom chord. The design/selection of such Connection device(s) is the
responsibility of others.
11) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required.
12) 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
Continued on Pace 2
Thomas A. Albani PE No.39380
M7ek USA, Inc. FL Cart 1104
6904 Parke East Blvd. Tampa FL 33610
Date:
August7,2019
®WARNING -Verify Cesna parameter and READ NOTES ON MIS AND INCLUDED 411TEx REFERENCE PAGE MI67413rev, IM312015 BEFORE USE.
Design valid for use onywb MreF®ewnectors. This design is based any upon parameters ahawn, and Is fix an IndiMdual building component, not
a M. system Betide use, Nil bulking Mudgne deadiverif Ms af,scabay 4ldesign parameters and properly Incorporate this design into Me overall
bulldingdesign. BradnglMiwtedlstopmventbucblingaf NdiaNuallmsswMan&wr Mmembersonly. Addirwnaltempararyandpennanentbacing
MiTek'
is always required for stabiliryand(o prevent wNipse with possible pemnal lnlurywd property damage. ForgeneralguidanceragaNingme
lapdwtipm pomgo, dagvory.eredbn antl bmcihg afimswsaM truss systems,see ANSVIP11 Gainey cried., DSB49 and 8=1 Bulldleg component
6904PaM1SEasl Bid.
Safts labodaBon available Tom Truss Plate Insteule,218 N. Lee Street, Butte 31Z Alexandria, VA22314,
Tampa, FL 36610
v
Job Truss
Truss Type
0y Ply
Wiswell
T17793324
J38207 ZHJ78
DIAGONAL HIP GIRDER
1 1
Job Reference (optional)
,ew wart uuas, Ft, tierce. FL 34946
8.2413 s Jun 8 2019 MTek Industries, Inc. Tue Aug 6 20:19:13 2019 Page 2
ID:f9aI9rWviPZ4RgOnGR2MpXygY4z-0XAbw8i Y DvjX2uWWz5ePngOITZS14TUle4VJygSvi
LOAD CASE(S) Standard
1� Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
UnNoml Loads (pIf)
Vert: 1-2=60
Concentrated Loads (lb)
Vert: 9=67(F=34, B=34) 8=64(F=32, 8=32) 15=110(F=55, 13=55) 16=592(F=296, B=296)
Trapezoidal Loads (pIQ
Vert: 10=0(F-10, B=10}tc-6=197(F=88, 13=88)
®WARNING- Verilydmlpn paramele s and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10M14015 BEFORE USE.
DeslgnvaNI for use any ash MTemecanneclon. This design is based ony upon parameters shown, and is for an Individual building component, not
a truss System.Befine use, Ne building designer must vedry tin appllnabiRy of design parameters and property Incoryorate Nis design Into the ovma9
dtildingdesgn. B2 gWM edistOPMWMburMmgdMdMdualWsswebm&ap oa membemmtt. ditiOneltempOmryaMpermaneMbrazbig
-•Y�
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is sways requbed for stability and to Prevent mnapse wM passible personal iNury end property damage. Forgenereguidanceragardirpthe
fabdra4an, atomga.tleMery. ererLon and bmtlng of wssesaM Nrss sygems,sea ANSM11 Oua11y CBti DS"9 and BCSI Building Component
6904 Parke tBM.
EasFast0
aw SahylrrlOrtnaNOn ble1mm Tmss Rate Ins e,218N.Lees Kaeg9312,Alexandria,VA22J14.
Tempe,FL
J6
Symbols
PLATE LOCATION AND ORIENTATION
—��Ir►II�'�I�F'���\4"j Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0-118 r
For 4 x 2 orientation, locate
plates 0- °,d, from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20120
software or upon request
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated symbol shown and/or
by text in the
f
e bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSIITPII: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
I I dimensions shown in scale)
(Drawings not to sccale)
2
3
8 7 6 5
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
® General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal orX-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, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of huss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSVTPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI?PI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
In all respects, equal to or better than that
Trusses are designed for wind loads in the plane of the
specified.
truss Unless Otherwise Shown.
13. Top chords must be sheathed or pudins provided at
spacing indicated on design.
Lumber design values are in accordance with ANSlfTPI 1
section 6.3 These truss designs rely on lumber values
14. Bottom chords require lateral bracing at 10 ft. spacing,
established by others.
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
© 2012 MiTek® All Rights Reserved
Nil a
MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
16. Do not cat or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless Indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in acoomance with
ANSIrrP11 Quality Criteria.