1775 ATLANTIC BEACH DR - TRUSSES id prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA
Roof Floor
Approved truss anchor by builder.2x4 Top Chord Live Load 20 40 p.s.f.
minimum top and bottom chords.
Square cut overhangs. Top Chord Dead Load 7 10 p.s.f.
12
Bottom Chord Live Load 0 0 p.s.f.
3-5-8.10
Bottom Chord Dead Load 10 5 p.s.f.
VARIES Total Load 37 55 p.s.f.
0 Duration Factor 1.25 1.00
5-1/2" 12 Building Code FBC 2014 RES
BRG. Wind Standard ASCE 7-10
18"BY OTHERS
3112 Unless noted Wind Speed 130130 m.p.h.
otherwise. Wind Usage RES.CAT II
Typical Truss Ends Building Exposure B
Building Type Closed
NOTE
It is the responsibility of the budding designer or architect to
provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering.Special
considerations for mechanical equipment and/or plumbing(and
their connections)in truss space must be diagrammed by the
builder an approved truss layout poor to fabricator.
12'8 112" 5'4 1/2" 16'6" Manning Building Supplies is a truss manufacturer whose
responsibilities are limited to those described in WTCA 1-1995
(sections 6.0 and 7.0).Accordingly.it disclaims any
• responsibilities for the the construction design,drawings.
documents including the installation and bracing of trusses
1'4' K01 manufactured by Manning Building Supplies.
HOS
N Warning:
_.. ___... ..._.. Conventional framing.erection and/or permanent bracing is not
O o the responsibility of the truss designer.plate marufacturer or
or ry truss manufacturer.Persons erecting trusses are cautioned to
-- --g. seek professional advice regarding erector,bracing which is
O -. 2 ahvays required to prevent toppling one:brnrrrirtg during
N erection:and permanent bracing whish may:e"required rn
O specific applications.See'Bracing wood has: �ornmentary
I.0' c is, and recommendations(SCSI 1.03)for lirrther;ntormation.
iV . .
Trusses shall be installed in a straight;:nd plumb position
c Where no sheathing is applied directly to the hop end/or bottom
1.. - ' '- chords.they shall be braced as specified Orr tire engineered
-r t,�.. o design.Trusses shall be handled inch reasonable care during
' - iii •, erection to prevent damage or personal injury.
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a•• Qty Product Manuf iiv
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12 HTU26 c
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12 8 1/2" 5.4 112" 16'6'
SHOP DRAWING REVIEW DISPOSITION
Engineer of Record:
.r by builder.
FLOOR TRUSS ATTENTION:Review of shop drawings is only for conformance with No Engineer of Record on file
Ribbon 4 >S the design concept of the project and does not relieve the contractor
of responsibility ponsibility for any deviation from the requirements c'the shop
X d 'rigs.Contractor shall determine and verify all field mc,:,;.rements.
APPROVED 0 RETURNED FOR Crir)lECTION
it Is Manning Building
0 APPROVED AS NOTED 0 RETURNED.v%. 'i' ..'ACTION Ills Pphipliies,INC.
o. E
511ps 2~
lB S Jacksonville.FL 32256
BRG.
0 NOT APPROVED ❑SEE TRANSMITT", ,ETTER Phone:(904)268-8225
COMMENTS Fax:(904)260-2981
--V W WW.MBS-CORP.COM
ASS Ends Hatch Legtgyd DATE il
JAXTRUSS@MBS-CORP.COM
8'-1 1!8"PLATE HIGISI ERG ENGINEERING,INC. FL CER 2 customer
l¢�
1,$T.AUGUSTINE RD.a 202 Riverside Homes
9'-1 1!8"PLATE H A ONVILLE,FL 32258
Job Name.
10'-1 1/8"PLATE HEIGHT Oliver Res /West Indies C
12'-1 1!8"PLATE HEIGHT 37,erkSubdiv
3711
Scale Date. Drawn By. Job Number
LINX ON-CENTER BLI-JOIST 15432....BLUELINX ON-CENTER RIMBOARD 15432 1,4"0 1,-0- 5/23/2017 JK J170233
1
All claims for error or defective material must be made within 5 days of receipt of goods al
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Products Truss Connector Total List
Net Qty Plies Product Length PlotID Qty Product Manuf
2 2 onCENTERD LVL 2.0E 1 3/4"x 20" 22'0" BM1 21 HTU26
Hatch Legend 3 THA426 Simpson Typical 1±
8'-1 1/8"PLATE HEIGHT 2 THAC426
W-1 1/8"PLATE HEIGHT
10'-1 1/8"PLATE HEIGHT
12'-1 1/8"PLATE HEIGHT
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 1899.31...BLUE
�- 1
1111 Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
OFFICE COPY
MiTek
RE: J170233 - Oliver Res /West Indies C MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tamp
Customer Info: Riverside Homes Project Name: Oliver Res /West Indies C Mode�a,FL 33610-4115
Lot/Block: Subdivision:
Address: 1775 Atlantic Beach Dr
City: Atlantic Beach State: FL
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: FBC20141TP12007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph OFFICE COPY
Roof Load: 37.0 psf Floor Load: 55.0 psf
This package includes 59 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T11008694 F01 5/1/17 118 711008711 A02
{---- - i 5/1/17-1 :MI z Z
2 711008695:
F02 1 5/1/17 119 1111008712_1A03 15/1/17 I L o A F p r
3 T11008696;F03 5/1/17 20 T110087131 A04 1 5/1/17 I E e sNI
4 T11008697 F04 1 5/1/17 121 1T11008714 I A05 5/1/17 ! z .2g u , s _ ` sg
5 T11008698' F05 15/1/17 122 1T110087151 B01 5/1/17 1 ? !lit °C ~ . A
6 T110086991 F06 5/1/17 123 711008716 B02 5/1/17 0 .2 e' , o o Itt 7 T11008700 i F07 15/1/17 24 1T110087171B03 5/1/17 1 0 e� z z
8 T11008701 1 F08 1 5/1/17 125 1711008718 I B04 5/1/17
9 T11008702 I F09 1 5/1/17 126 1711008719 I B05 5/1/17 1 - a s O D D cc cc S g
10 T110087031 F10 1 5/1/17 127 1711008720 I B06 5/1/17 I ,:c ;, E
11 T11008704 F11 5/1/17 128 1711008721 11307 5/1/17 I z 1141 d i N
12 T11008705 F12 5/1/17 29 711008722 11308 5/1/173 d o a W
113 7110087061 F12A 5/1/17 130 17110087231 B09 1 5/1/17 1 c o: q l z s Lu to
114 111008707 F13 5/1/17 31 11110087241610 5/1/17 I c b l * c z z rt
sd –
15 11110087081F14 1 5/1/17 132 1711008725 I B11 1 5/1/17 y c I; '= W W cc i=g
16 17110087091 FG01 5/1/17 33 111008726 1612 1 5/1/17 0 "•• c o a "�
117 1111008710 1A01 1 5/1/17 134 1111008727 1613 1 g. 6 a ii 6. h
; 5/1/17 � 9 ` g d d o °� Y
q :s1 , 0 0 t iri
The truss drawing(s)referenced above have been prepared by ��.�`itot mist.
�ii,
MiTek USA, Inc. under my direct supervision based on the parameters �• p.�;..••••••. /ti Ie
provided by Manning Building Supplies. �_, •.• c E N SF••'1� '•• ,• •
Truss Design Engineer's Name: Finn, Walter :: No�2
My license renewal date for the state of Florida is February 28.2019. _ *: 1 *
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 1.13",,,,Q. ATE OF :IL
designs comply with ANSI/TPI 1. These designs are based upon parameters °,AN.* A%/ P . •%,
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were e'��S•-. O R 1 O. •�����
given to MiTek. Any project specific information included is for MiTek's customers i, s/•••'• E� �N
file reference purpose only,and was not taken into account in the preparation of �i,���N A,,,,`���
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use,the building designer Walter P.Finn PE No.22839
should verify applicability of design parameters and properly incorporate these designs MrTek USA,Inc.FL Cert 6634
into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 1,2017
Finn,Walter 1 of 2
RE: J170233 - Oliver Res /West Indies C
Site Information:
Customer Info: Riverside Homes Project Name: Oliver Res /West Indies C Model:
Lot/Block: Subdivision:
Address: 1775 Atlantic Beach Dr
City: Atlantic Beach State: FL
(No. Seal# Truss Name Date
35 T11008728 C01 5/1/17
36 T11008729 CO2 5/1/17
137 T11008730 1CO3 j 5/1/17 J
[38 T11008731 1C04 j 5/1/17
139 T11008732 1C05 1 5/1/17
40 T11008733 1C06 5/1/17
41 7110087341 D01 5/1/17
42 T11008735 j D02 5/1/17
43 T11008736 1E01 5/1/17
44 T11008737 1E02 5/1/17
45 T11008738 1G01 5/1/17
46 T11008739 1G02 5/1/17
47 T11008740 1G03 5/1/17
48 T11008741 H01 5/1/17
49 T11008742 H02 5/1/17
50 T11008743 H03 5/1/17
51 T11008744 J01 5/1/17
52 T11008745 J02 5/1/17
53 T11008746 J03 5/1/17
54 T11008747 J04 5/1/17
55 1711008748 J05 5/1/17
56 1T11008749 K01 5/1/17
57 1111008750 L01 5/1/17
58 T11008751 L02 5/1/17 _�
59 1111008752 M01 1 5/1/17
2 of 2
Job Truss Truss Type i gty Ply Oliver Res /West Indies C
T11008694
1J170233 F01 FLOOR 2 1
Job Reference(optional)_
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:08 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-M5riC0w3h9ShMXGOIyEPK8SL7Xc_1 gNakA4d6hzKw3H
0-1-8
H I 1-3.0 I 0I 1-4.{I 2-0-0 1-10-12 �9�alt1 s
j Scale=1:36.2
6x10=
3x6 FP= 3x6 FP=
1.5x4= 6x6= 4x7 II 6x6= 1.5x4=
i 2 3 4 5 6 7 8 9 10 30 it 12 13
a
AI ‘\,_7 , ..-'
\ , 1
V\,,, \\I
-/ I \ i.
_\
28 27 26 25 24 23 22 21 ,i 19 18 17 16 14
6x6= 3x6 FP= 4x7 II 6x6= 3x6 FP= 6x6=
6x6=
21-1-0
9.3.0 I139-12 I 19.11.6 20.1-0
9-3-0 4-6-12 6-1-12 0-1-81-0-0 '
Plate Offsets(X,Y)-- (1:0-1-8,0-0-8L 16:0-3-0,Edgel,17:0-3-0,0-0-01,113:0-1-8,0-0-81,117:0-3-0,0-0-01 121:0-1-8,Edge]
LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.06 22-23 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.14 22-23 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.01 15 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH j Weight:181 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1 D(flat) except end verticals.
WEBS 2x4 SP No2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 29=645/0-5-8,20=856/0-3-8,15=687/0-3-8
Max Gray 29=653(LC 14),20=863(LC 3),15=687(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-29=-646/0,1-2=-562/0,2-3=-1377/0,3-5=-1874/0,5-6=-1671/0,6-7=-1097/0,
7-9=-1097/0
BOT CHORD 27.28=0/1055,26-27=0/1685,24-26=0/2044,23-24=0/2044,22-23=0/1097,21-22=0/1097
WEBS 9-20=-1092/0,12-15=-342/0,1-28=0/800,2-28=-746/0,2-27=0/486,3-27=-466/0,
3-26=0/286,9-21=0/1525,7-21=-554/0,5-23=-562/0,6-22=-648/0,6-23=0/1035,
9-19=0/258,11-16=-251/0,13-15=-411/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x6 MT20 unless otherwise indicated.
3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18 has/have been modified.Building designer must review loads
to verify that they are correct for the intended use of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
LOAD CASE(S)
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-29=-7,1-13=-67
Concentrated Loads(lb)
Vert:13=-330 5=-330
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-29=-7,1-13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-330
3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-29=-7,1-12=-67,12-13=-13
Continued on oaae 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 ray.1003/2015 BEFORE USE. mi
Design valid for use only with MIlek8 connectors.This design Is based only upon parameters shown,and Is for an Individual briding component.not
a truss system.Before use.the building designer must verify the or plIcabllty of design parameters and properly Incorporate this design Into the overall
brldrg design. Bracing indicated Is to prevent budding of indWklud truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required tor stab9tty and to prevent collapse with possible personal Mary end property damage. For general guidance regadng the 6904 Parke East Blvd.fabri:atbn•storage,delivery,erection and bracing of trusses and truss systems.seeANSI/tPI l Gualty Criteria,DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Instlhle,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
'Job Truss Truss Type i ay Ply Oliver Res /West Indies C
T11008694
J170233 F01 FLOOR 2 1
l Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:08 2017 Page 2
I D:3cRVn9hnna4ox807V8?aidyB2cv-M5riC0w3h9ShMXGOlyE PK8SL7Xc_1 gNakA4d6hzKw3H
LOAD CASE(S)
Concentrated Loads(lb)
Vert:13.206 5=-330
4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-9=-13,9-13=67
Concentrated Loads(Ib)
Vert:13=-330 5=-238
5)3rd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-9=-67,9-12=-13,12-13=-67
Concentrated Loads(Pb)
Veil:13=-330 5=-330
6)4th Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-9=-13,9-12=67,12-13=-13
Concentrated Loads(Ib)
Verl:13=-206 5=-238
7)5th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-12=-67,12-13.13
Concentrated Loads(Pb)
Vert:13=-206 5=-330
8)6th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-9=-13,9-13=-67
Concentrated Loads(lb)
Vert:13=-330 5=-238
9)7th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Veil:14-29=-7,1-9=67,9-12=-13,12-13=-67
Concentrated Loads(Pb)
Vert:13=-330 5=-330
10)8th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-9=-13,9-12=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13.206 5=-238
11)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Veil:14-29=-7,1-7=-67,7-9=-13,9-12=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13=-206 5=-330
12)2nd chase Dead+Floor Uve(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-6=-13,6-12=-67,12-13=-13
Concentrated Loads(Pb)
Vert:13=-206 5=-238
13)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-11=-67,11-12=-13,12-13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-330
14)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-9=-67,9-30=-13,12-30=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13=-206 5=-330
15)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-7=-67,7-9=-13,9-12=-67,12-13=-13
Concentrated Loads(Ib)
Veil:13=-206 5=-330
16)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-6=-13,6-12=-67,12-13=-13
Concentrated Loads(Ib)
Veil:13=-206 5=-238
17)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pH)
Vert:14-29=-7,1-11=-67,11-12=-13,12-13=-67
Concentrated Loads(Pb)
Vert:13=-330 5=-330
18)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-9=-67,9-30.-13,12-30=-67,12-13=-13
Continued on Daae 3
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*18.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and Is for an hdivklual txdlding court,onont.not
a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall
building design. Brachg indicated Is to prevent buckling of indNtdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always regaled for stability and to prevent collapse with possible personal Injury and property damage. i or general guidance regarding the 6904 Parke East Blvd.
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPt I Quality Criteria,DSB-89 and BCSI Building Component
Safely tnlormollon avdiabte from Truss Plate institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type r Qy Ply Oliver Res /West Indies C
• T11008694
J170233 F01 FLOOR 2 1
Job Reference(optional)
Manning Building Supplies, Jaksonvitle,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:08 2017 Page 3
' ID:3cRVn9hnna4ox8O7V8?aidyB2cv-M5riC0w3h9ShMXGOIyEPK8SL7Xc__1 gNakA4d6hzKw3H
LOAD CASE(S)
Concentrated Loads(Ib)
Vert:13=-206 5=-330
1 1
•
A WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4(6.7473 rev.11403/2015 BEFORE USE
Design valid for use oNy with Mileia::connectors.This design is based only upon Ixxcxnelers shown.and is for an individual balding component,not
a truss system.Before use.the building designer must verily thea plicabllty of design txacxneters and properly Incorporate this design Into the overall
briding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Adtl,bnal temporary and permanent bracing M k•
B always required for sla ify and to prevent collapse with possible personal kn n)and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and tuns systems.seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avciable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
i
Job Truss Truss Type r Cay Ply Oliver Res /West Indies C
T11008695
J170233 F02 FLOOR 7 1
I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:10 2017 Page 1
I D:3cRVn9hnna4ox8O7V8?aidyB2cvJUzSdiyJDmiPbgPmtNGtQZYgdLISVattCUZjAZzKw3F
0-1-8
H�30 1F____10-11-420-0___{ F 1-10-12 l la9olaft�8
Scale=1:36.2
6x10=
3x6 FP= 3x6 FP=
1.5x4= 6x6= 4x7 II 6x6= 1.5x4=
1 2 3 4 5 6 7 8 9 10 11 12 13
•
iLI � rA ��/��\\\\�� �,/ill 1 `�' I I
1 �- •I�`I-_w e-11, _i rid T
CA
28 27 26 25 24 23 22 21 ► 19 18 17 16 4 14
6x6= 3x6 FP= 4x7 II 6x6= 3x6 FP= 6x6=
6x6=
13-10-12 21-1-0
I 9-3-0 .10-2-4, 12-5-4 , 13-9-12 I 19-11-8 20r,-0
9-3-0 '0.11-4' 2-3-0 13.8 0-'I-0 6.0.12 04-81,0-0
Plate Offsets(X,Y)-- )1:0-1-8,0-0.8),[6:0-3-0,Edge1,[7:0-3-0,0.0-01,[13:0-1-8,0-0-8],[17:0-3-0,0-0-01,121:0-1-8,Edge]
LOADING (psi) SPACING- 1-4-0 CSI. DEFL in (loc) I/de11 Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.06 22-23 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.14 22-23 >999 360
BCLL 0.0 Rep Stress Ina NO WB 0.43 Horz(TL) 0.01 15 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:181 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.10(flat) except end verticals.
WEBS 2x4 SP No.2(ilat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (Ib/size) 29=645/0-5-8,15=687/0-3-8,20=856/0-5-8
Max Gray 29=651(LC 14),15=687(LC 1),20=862(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.29=-644/0,1-2=-560/0,2-3=-1371/0,3-5=-186510,5-6=-1658/0,6-7=-1080/0,
7-9=-1080/0
BOT CHORD 27-28=0/1051,26-27=0/1678,24-26=0/2033,23-24=0/2033,22-23=0/1080,21-22=0/1080
WEBS 12-15=-342/0,1-28=0/797,2-28=-743/0,2-27=0/483,3-27=-463/0,3-26=0/283,
5-23=-562/0,6-23=0/1035,11-16=-251/0,13-15=-411/0,9-20=-1090/0,9-21=0/1525,
7-21=-554/0,6-22=-648/0,9-19=0/251
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x6 MT20 unless otherwise indicated.
3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18 has/have been modified.Building designer must review loads
to verify that they are correct for the intended use of this truss.
4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(ptf)
Vert:14-29=-7,1-13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-330
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(ptf)
Vert:14-29=-7,1-13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-330
3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-29=-7,1-12=-67,12-13=-13
Continued on nave 2 f
Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE Nth
Design wild for use only with MilekN connectors.This design is based only upon parameters shown.and Is for an indivldtxf building component,not
a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Brach()indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
B always required for stability and to prevent collapse with possible personal Injury and property damage. tor general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI t Qud ity Criteria.058-89 and SCSI Building Component 6904 Parke East Blvd.
Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312 fiexaxkks VA 22314. Tampa.FL 33610
'Job Truss Truss Type 1 041 Ply Oliver Res /West Indies C
T11008695;
J170233 F02 FLOOR 7 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:10 2017 Page 2
I D:3cRVn9hnna4ox8O7V8?aidy82cv-J UzSdiyJ Dmi PbgPmtNGtQZYgdLISVattCUZjAZzKw3F
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:13=-238 5=-330
4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert 14-29=-7,1-9=-13,9-13=-67
Concentrated Loads(lb)
Vert:13=-330 5=-238
5)3rd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-9=-67,9-12=-13,12-13=-67
Concentrated Loads(Ib)
Vert:13.330 5=-330
6)4th Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert: 14-29=-7,1-9=-13,9-12=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13=-238 5=-238
7)5th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-12=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13=-238 5=-330
8)6th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-9=-13,9.13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-238
9)7th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=4,1-9=-67,9-12=-13,12-13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-330
10)8th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-9=-13,9-12=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13=-238 5=-238
11) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-7=-67,7.9=-13,9-12=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13=-238 5=-330
12)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-6=-13,6.12=-67,12-13=-13
Concentrated Loads(lb)
Vert:13=-238 5=-238
13)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-11=-67,11-12.13,12-13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-330
14)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-9=-67,9-10=-13,10-12=-67,12-13.13
Concentrated Loads(Ib)
Vert:13=-238 5=-330
15)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-7=-67,7-9=-13,9-12=-67,12-13=-13
Concentrated Loads(lb)
Vert:13.238 5=-330
16)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-29=-7,1-6=-13,6-12=-67,12-13=-13
Concentrated Loads(Ib)
Vert:13=-238 5=-238
17)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-11=-67,11-12=-13,12-13=-67
Concentrated Loads(Ib)
Vert:13=-330 5=-330
18)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-29=-7,1-9=-67,9-10=-13,10-12=-67,12-13=-13
Continued on nape 3
v WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10032016 BEFORE USE. ith•
Design vdld for use only with MITek9 damectors.This design is used only upon parameters shown.and Is for an individual ual bulding component.not
a truss system.Before use.the bulking designer must verity the appllcabllN of design pxaamelers and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of IndMidual truss web and/or chord members only.Additional temporary and permanent tracing MiTek•
S always required for stability and to prevent collapse with possi le personal Inlay and property damage. For general guidance regardkm the MM.storage,delivery,erection and bracing of trusses and miss systems,see.ANSI/TPI1 Quality Criteria,13S11439 and BCSI BeNdkng Component Tampa.FEast
Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. 6904 Parke East
Job Truss Truss Type n Oty Ply Oliver Res /West Indies C
TI 1008695
J170233 F02 FLOOR I 7 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:10 2017 Page 3
I D:3cRVn9hnna4ox8O7V8?aidyB2cv-JUzSdiyJDmiPbciPmINGIOZYgdLISVattCUZjAZzKw3F
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:13=-238 5=-330
A WARNING-Verily d.eIgn parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. 1
Design valid for use only with Mllele&connectors.This design Is based only upon paanneters shown,and is for an individual building component.not , Ili
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into try:overall I
balding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 MiTek*
Is atways required for stabllty and to prevent collapse with possible personal Okay and property damage. For general guldcry;e regarding the I
fct*fcatkrt,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/TPI l Quality Cdtar a,DSB-89 and SCSI Building Component 6904 Parke East BNd.
Safely Intomration avalable from inns Plate institute,218 N.Lee Street.Suite 312.Alexa dria.VA 22314. Tampa.FL 33610
'Job Truss Truss Type , qty Ply Oliver Res /West Indies C
T11008696
J170233 F03 Floor Supported Gable 1 1
_ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:11 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-ngXgg2yyz4gGD.._zR4n6ym4vjknXE7S0R81Hj0zKw3E
Scale=1:13.0
1.5x4 !I 1.5x4 I. 1.5x4 I 1.5x4 I 3x6=
1 2 3
3x3 I I 4 5 6
. i- I• .1/ T 1
L
1 L
O
I 1
.-
_ _
1
._..__ .._ .! 74_1 .
.•:••••i••..•i••••i O.O••i•••••••'•••••.••••i.:'i:i••i••••O••O••i•iPi i�i•L•i i ii$:::i•'•'O.•J.•i i i'i•:•'i••P••i:••O••••P•'•i•O••.•.:•••••
• • •• ••• ••i O�O•���•�'i i.•••••�•�O•�OP�'i P••Ji J�O•�•�O�J�•J••�•••�•�•i.i i••P�••••i••O��JO���•Pi i•JOOJ�����•PO•i•••OOJJJO�����•'••••P���0����%���'i••�O•i••O��
12 11 10 9 e 7
3x3 I 1.5x4 1.5x4 1.5x4 3x3= 3x3 II
1.1.12 - __ 1.10.12 __
I
4-4-0 5-8-0 7-0-0
4-4-0 1-4-0 1-4-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) rVa - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - rta 999
BOLL 0.0 Rep Stress'nor YES WB 0.03 Horz(TL) -0.00 7 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:40 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 7-0-0.
(lb)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,8,9
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Gable requires continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
3)Gable studs spaced at 1-4-0 oc.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
V WARNING-Verify design para maters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Alli-7473 rev.1003/2015 BEFORE USE.
Design valid for use only with MIlelcI.connectors.This design Is hosed only upon parameters shown,and Is loran IndMdual building component.not .
a truss system.Before use.the txllding designer must verify the applicability of design paameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling 01 lndNldual truss web and/or chord members only.Additional temporary and permanent txacing MiTek
is always required for sIeblity and to prevent collapse wtih p osstble personal niury and property damage. for general guidcnce regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.se eANSI/IPI1 Quality Criteria,DSB-89 and BCD Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type t Oty Ply Oliver Res /West Indies C
T11008697
J170233 F04 FLOOR 3 1
__Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:12 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-Ft5CIOzakNy7g8Z9_olLV_dz98wSzU_9fo2gFSzKw3D
1 0-1-8
H�� 0-11-4 2-0-02.00 A,01o_aH Scale=1:35.2
5x5=
1.5x4= 1.5x4 II 1.5x4 11 1.5x4 II 3x6 FP= 3x5= 457=
1 2 3 4 5 6 7 8 9 10 11 12 13
e ♦ ti —r- ° T
27 /\/\ /
IF
. -/\ / \ /\ / -41
/. ,_
0 25 24 23 2221 20 19 18 17 16 15 14
4x7= 3x8 MT2OHS FP= 1.5x4 I I 1.5x4 I 4x4 =
3x5=
1 9-3-0 i 125-4 I 21-2-0
9-3-0 3-2-4 8-8-12
Plate Offsets(X,Y)-- [1:Edge,0-1-8],113:0-3-0,Edge),[27:0-1.8,0-0-12)
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 20 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.31 20-21 >810 360 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.06 14 r1/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH j Weight:123 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1 D(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 26=1087/0-5-8,14=791/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-26=-1082/0,13-14=-787/0,1-2=-968/0,2-3=-968/0,3-4=-1856/0,4-5=-2457/0,
5-6=-2457/0,6-7=-2722/0,7-8=-2723/0,8-9=-2723/0,9-11=-2300/0,11.12=-1620/0,
12-13=-639/0
BOT CHORD 24-25=0/1483,23-24=0/2212,21-23=0/2662,20-21=0/2723,19-20=0/2723,18-19=0/2565,
17-18=0/2043,16-17=0/2043,15-16=0/1208
WEBS 1-25=0/1389,2-25=-421/0,3-25=-794/0,3-24=0/591,4-24=-565/0,4-23=0/378,
6-23=-315/0,13-15=0/960,12-15=-904/0,12-16=0/655,11-16=-651/0,11-18=0/398,
9-18=-426/0,9-19=-17/534,7-21=-260/219,8-19=-302/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x3 MT20 unless otherwise indicated.
4)Refer to girder(s)for truss to truss connections.
5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the
intended use of this truss.
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
7)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-26=-7,1-13=-67
Concentrated Loads(Ib)
Vert:2=-348
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-26=-7,1-13=-67
Concentrated Loads(Ib)
Vert:2=-348
Continued on nage 9
Q WARNING-Verify design paramefe a and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.10/03/2015 BEFORE USE. N"
Design valid for use only with tvtleka connectors.Ills design Is based only upon parameters shown,and is tor cn I idlvkkxl building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing ng MiTek"
B always requked tot stability and to prevent collapse with possible personal 1Mtay and p ropxrdy damage. for general guidance regarding the
kntxk:atbn storage.delivery,erection and bracing of tnrsses and truss systems,se eANSI/1Pl l Quality Cattalo,DSII-69 and SCSI Buldng Component 6904 Parke East Blvd.
Safety Information avaldile from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexarndda.VA 22314. Tampa,FL 33610
Job Truss Truss Type , O,ty Ply Oliver Res /West Indies C
111008697
J170233 F04 FLOOR 3 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:12 2017 Page 2
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-F15C1 OzakNy7g8Z9_olLV_dz98wSzU.9fo2qFSzKw3D
LOAD CASE(S) Standard
3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-26=-7,1-8=-67,8-13=-13
Concentrated Loads(Ib)
Vert:2=-348
4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-26=-7,1-7=-13,7-13=-67
Concentrated Loads(Ib)
Vert:2=-257
5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-26=-7,1-8=-67,8-13=-13
Concentrated Loads(Ib)
Veil:2=-348
6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Veil:14-26=-7,1-7=-13,7-13=-67
Concentrated Loads(Ib)
Vert:2=-257
1
A WARNING-Varity design parameure and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10032015 BEFORE USE
Design valki for use only with Mllek<w connectors.tits design k based only upon parameters shown.and Is for an IrxSvldeal budding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate Ibis design into the overall
building design. &acing indicatedis to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
k always regaled for stability and to prevent collapse with possible personal injury and properly damoge. for general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seOANSI/IP11 Quality Cdteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avuYable from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job 'Truss i Truss Type r Qty Ply Oliver Res/West Indies C
T11008698
J170233 F05 Floor Girder 1 1 i•
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:13 2017 Page 1
ID:3cRVn9hnna4ox807V8?aidyB2cv-j3ebFk-CVh4_S18LYVpa1B9AxYFoip8JuSnOnuzKw3C
0.1.8
H I 1-3-0 1 °� 11�I o-0 I 0-10-41 Scale=1:35.8
6x6=
1.5x4 = 3x6 FP= 3x6 FP=
8x8= 6x6- 4x7 !I THA422 4x7 II 6x6= 6x8=
1 2 3 4 5 6 78 9 10 11 12 13 14
0
0 0
a u
II
co
\ ����
/ ,. its
t11,41 • • o
27 26 25 24 23 22 21 20 19 18 17 16 15
6x6= 8x12= 3x6 FP= 6x6= 6x6= 4x7 H 4x7 I I 6x6=3x6 FP= 6x8=
93-0i 12-5-4 I 21-2-0
9-3-0 3-2-4 8-8-12
Plate Offsets(X,Y)-- [1:Edge,0-3-01,[1:0-1-8,0-1-81,[9:0-3-0,0-0-01,[14:0-3-0,Edge1,121:0-3-0,Edge1
LOADING (psf) I SPACING- 2-0-0 CSI. OEFL. in (lac) I/def1 Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.22 22 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.37 22-23 >675 360
BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.06 15 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:178 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1 D(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 28=2501/0-5-B,15=1389/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-28=-2468/0,14-15=-1376/0,1-2=-2315/0,2-3=-2313/0,3-5=-4227/0,5-6=-5621/0,
6-7=-5621/0,7-8=-6075/0,8-9=-5809/0,9-10=-5809/0,10.11=-4643/0,11-13=-3185/0,
13-14=-1228/0
BOT CHORD 25-27=0/3405,24-25=0/5007,23-24=0/6195,22-23=0/5809,21-22=0/5809,20-21=0/5299,
19-20=0/4059,18-19=0/4059,16-18=0/2333
WEBS 1-27=0/3223,2-27=-1087/0,3-27=-1608/0,3-25=0/1243,5-25=-1178/0,5-24=0/904,
7-24=-845/0,7-23=-419/30,14-16=0/1764,13-16=-1670/0,13-18=0/1288,
11-18=-1286/0,11-20=0/859,10-20=-1004/0,10-21=0/1277,8-22=-525/0,8.23=0/794,
9-21=-677/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x6 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the
intended use of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
7)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 8-0-4 from the left end to connect truss(es)to front
face of top chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:15-28=-10,1-2=-235,2-14=-100
Concentrated Loads(Ib)
Vert:2.953 7=-443(F)
2)Dead:Lumber increase=1.00,Plate Increase=1.00
Continued on Daae 2
l
A WARNING•Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1093/2015 BEFORE USE. Mt
Design valid for use only with Mitek:connectors.This design is based only upon rxxarneters shown.and is for an individual building component,not
a truss system.Before use.the building designer must verify the applicability of design paranrelers and properly incogx,rate this design into the overall
briding design. Bracing Indicated B to prevent budding of Indtvkival tens web and/or chord members only.Additio nl temporary and permanent bracing M I lek•
is always required for stabIBy and to prevent collque with po stile personal hpury and property damage. for general guldc rice regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd.
Safety Information avaBalle from Truss Plate Institute.218 N.Lee Sheet Stile 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type ON Ply Oliver Res /West Indies C
TI1008698
J170233 F05 Floor Girder 1 I 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:13 2017 Page 2
ID:3cRVn9hnna4ox807V8?aidyB2cv-j3ebFk_CVh4_SI8LYVpa1 B9AxYFoip8JuSnOnuzKw3C
LOAD CASE(S) Standard
Uniform Loads(pit)
Vert:15-28=-10,1-2=-235,2-14=-100
Concentrated Loads(Ib)
Vert:2=-953 7=-443(F)
3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:15-28=-10,1-2=-235,2-9=-100,9-14=-20
Concentrated Loads(Ib)
Vert:2=-953 7=-443(F)
4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:15-28=-10,1-2=-155,2-8=-20,8-14=-100
Concentrated Loads(Ib)
Vert:2=-535 7=-523(F)
5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:15-28=-10,1-2=-235,2-9=-100,9-14=-20
Concentrated Loads(Ib)
Vert:2=-953 7=-443(F)
6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:15.28=-10,1-2=-155,2-8=-20,8-14=-100
Concentrated Loads(Ib)
Vert:2=-535 7=-523(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rev.10/03/2015 BEFORE USE.
Design valid for use only with Mllek2s®connectors.this design Is bused only upon trrameters shown,and is for an individual bolding component.not
a truss system.Belau use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Racing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent coltopse with possible personal injury and property damage. For general guidance regarding the
fatxlcatkxm,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Btvd.
Safety Intormallon avafiable from Truss Plate Institute.218 N.lee Street.Suite 312,Nexandra,VA 22314. Tampa.FL 33610
Job Truss 1Truss Type r City Ply Oliver Res /West Indies C
T11008699
J170233 F06 GABLE 1 1
_ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:14 2017 Page 1
ID:3cRVn9hnna4ox807V8?aidyB2cv-BFCzS4?qG?Cr4SjX6CLpaPiRlyoKRUIS76XxJLzKw3B
Om 0H8
Scale=1:20.8
3x3
13 — 23 4 5 6 7 8 9 10 11
• • • • •
I I t•� '• • to r • • = .•
ui i 24
9
o
i -a••.:••-•-•-•-:19 •-•..:ti:❖:•:•:•:':d.❖•.00:•:•:•:•:•:000:000•:•::•:•:•:•:•:O•::•••00❖::S•:❖:•::O•:O•O•::.;.;•;•;.;•3-.••..::
22-• 21 20 19 18 17 16 15 14 13 12
3x3-- 3x3 - 3x3 3x3=
1-4-0 2-8-0 4-0-0 5-4-0 6-3-4 7-2-8 8-6-8I 9-10-8 i 11-2-8 l 12-6-8
1-4-0 1-4-0 1-4-0 1.4.0 0-11-4 0.11-4 1.4.0 1.4.0 1-4-0 1-4.0
Plate Offsets(X,Y)-- [23:0.1-8,0-0-121,[24:0-1.8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 I TC 0.08 Vert(LL) n/a - Na 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - Na 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 13 rs/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:69 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10.0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:21-22,12.13.
1 REACTIONS. All bearings 12-6-8.
(lb)- Max Gray All reactions 250 lb or less at joint(s)22,12,17,13,14,15,16,21,20,19,18
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1.4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEI<REFERANCE PAGE MII.7473 rev.10'09/1015 BEFORE USE III•
Design valid for use only with Mi lei&connectors.Thal design Is based only upon pcsameters shown,and Is for an Individual txrldirng component,not
a truss system.Before use,the bonding designer must verify the applicability of design parameters and properly corporate this design Into the overall
bulking design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for skabil•ty and to prevent colkine will possible personal hairy vrd property dcsnage. For general guidance regarding the
fatrication,storage,delivery.erection card bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCS,Bulking Component 6904 Parke East Blvd.
Safely information avdkble from Truss Plate Institute,218 N.Lee Skeet.Suite 312,AlexarndrkL VA 22314. Tanga,FL 33610
Job Truss !Truss Type r qty Ply 1 Oliver Res /West Indies C
T11008700
J170233 F07 Floor 4 1
_ lJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:14 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-BFCzS4?qG?Cr4SjX6C LpaPiLbydfRRJS76XxJ LzKw3B
0-1-8
H 140 I 2-0-0_ � r--14 I Scale=1:21.3
3x4=
1.5x4= 3x3= 3x3= 3x3= 3x6=
1 2 3 4 53x3= 6
° o o. I�
6 1_7\ / \
/ T q
0-D
�I. M q o1 e to
•' , lo—
jk 14 13 123x3= 11 10 9 I 8
3x3= 3x4= 3x3= 3x6 I 3x6 II 3x6 II 3x6 II
i 10-0-0 I 11.1-4 I 12-7-4 I
10-0-0 1-1-4 1-6-0
Plate Offsets(X,Y)-- 9:0-3-0,0-0-01,116:0-1-8,0-0-121 _
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Noe) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.10 10-11 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.15 10-11 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 , Matrix-SH Weight:82 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 15=673/0-3-8,7=679/0-3-8
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-15=-672/0,6-7=-632/0,1-2=-510/0,2-3=-1155/0,3-4=-1380/0,4-5=-1164/0,5-6=-504/0
BOT CHORD 13-14=0/945,11-13=0/1379,10-11=0/1164,9-10=0/1164,8-9=0/1164
WEBS 1-14=0/745,2-14=-691/0,2-13=0/332,3-13=-355/0,4-11=-14/398,4-10=-485/0,6-8=0/740,5-8=-1065/0,
5-9=0/602
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)CAUTION,Do not erect truss backwards.
V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI1-7473 rev.10032015 BEFORE USE.
111
Design valid for use only with Wick®connectors.this design is based only upon Wameters shown,and Is for an individual d al bulding component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent budding of Individual taus web and/or chord members only. Additional temporary and permanent bracing MiTek"
Is always required to staWOy and to prevent collapse with possible personal hkry and property damage. Ter general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandrks,VA 22314. Tampa,FL 33610
Job I Truss Truss Type r Oly Ply Oliver Res /West Indies C
111008701
J170233 F08 Floor 7 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:15 2017 Page 1
I D:3c R V n9hnna4ox8O7V8?aidyB2cv-fSmLgOOS 1 I Kihc l kgws27c F W dMznAuZcLmG U snzKw3A
0-1-8
H I 1-3-0 I I 2-0-0 I I 1-0-8 I 0yb8
Scale=1:21.3
3x4= 3x4 =
1.5x4 = 3x3= 3x3= 3x3= 1.5x4=
1 2 3 4 53 6
0
6 ,'� �[\ T
I , 17
F7
Or
a 14 13 12 3x3= 11 10 83x6 II 8
3x3= 3x4= 3x3= 3x6 I I 3x6 II 3x6 II 6x6=
10-0.0i 11-0.8 I 12-6-8
10-0-0 1-0-8 1-6-0
Plate Offsets(X,Y)-- [6:0-1-8,Edge1,[9:0-3-0,0-0-01,[16:0-1-8,0-0-121,[17:0-1-8,0-0-121
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.09 10-11 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.14 10-11 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.21 I Horz(TL) 0.02 7 n/a ria
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:81 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 15=670/0-3-8,7=670/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-15=-668/0,6-7=-624/0,1-2=-507/0,2-3=-1146/0,3-4=-1366/0,4-5=-1143/0,5-6=-506/0
BOT CHORD 13-14=0/940,11-13=0/1368,10-11=0/1143,9-10=0/1143,8-9=0/1143
WEBS 1-14=0/741,2-14=-687/0,2-13=0/328,3-13=-351/0,4.11=-6/402,4-10=-489/0,6-8=0/722,5-8=-1066/0,5-9=0/623
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 31 nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
,
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AMR REFERANCE PAGE I40-7473 rev.1003/2015 BEFORE USE.
11111Design valid for use only with MilekT6 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
Is always recti/red for stability and to prevent collapse with possLie personci injury and property dangly:. for general gukkxrce regarding the
fabrication,storage,delivery,erection(Yid bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610
1 Job Truss (Truss Type i Qy Ply I Oliver Res /West Indies C T11008702
J170233 F09 ;Floor Girder i 1 1
l 1 I IJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:16 2017 Page 1
I D:3cRVn9hnna4ox807V8?aidyB2cv-7eKjt104ocSZJItwDdNHfgndalSivMdlaQ020DzKw39
1-3-00-9-8— l 3x6=
I
1 3x6= 9 2 1.5x4 II 3 1.5x4 11 10 4
Scale=1:9.8
■ III ■�
N
1LU.___4I
3x3 = 3x3=
7 6 5
3x3 I 3x3 11
I
4-0-8
4-0-8
LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 1 Vert(LL) -0.00 7 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 7 >999 360
BCLL 0.0 Rep Stress'nor NO WB 0.16 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:28 lb FT=20%F,11%E
LUMBER- BRACING-
i TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=526/0-3-8,5=543/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1.8=-517/0,4-5=-535/0,1-2=-415/0,2-3=-415/0,3-4=-415/0
BOT CHORD 6-7=0/415
WEBS 4-6=0/557,1-7=0/557,2-7=-364/0,3-6=-359/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(p1f)
Vert:5.8.10,1-4=-100
Concentrated Loads(Ib)
Vert:9=-324 10=-328
r
reill
0 WARNING-Verily design paramehn and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ANI-7473 rev.10/0./2015 BEFORE USE
Design valid for use only with AMTekif connectors.This design Is based only upon parameters shown,and Is for on individual building component,not
a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Racing indicated is to prevent buckling of irdNidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal i nluy and properly damage. For general guidance regarding the
fabrication storage,delivery,erection and bracing of trusses and Ines systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd.
Solely Indormalion available from Truss Plate institute.218 N.Lee Street,Sade 312,Alexgadra.VA 22314. Tampa.FL 33610
Job Truss Truss Type • Qty Ply Oliver Res /West Indies C
T110087031
J170233 F10 Floor Girder 1 1
1 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:17 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cvcqu5551 iZwaQxvS6nLuWC1 KpZ9gfeeZup4lbwgzKw38
0-1-8
H 1I 3•o I I 2'1'a I a�1_a1 1 1-2-0 0-1r8
'Scale=1:37.3
8x8 I
3x6 FP= THAC426 THAC426 THA426 1.5x4=
1.5x4= 4x4= 7x10= 3x6 1 3x6 I I 6x6= THA426 8x8=
1 2 3 4 56 7 8 9 10 11 12 30 13
• • = i 9
29 ilLI/ \., AL/4_
, ,, \4 4 4,,,„,,,/
- ` Zo
4
, 6 r . u. . .
ii
27 26 25 24 23 22 21 20 18 17 16 15 14
3x6 I 3x6 II 3x6 II 3x6 FP= 8x8 II 6x8 I 3x6 II 6x6=
3x6 I I 4x7 H 10x12 M18SHS=
6-6-0 11-1-0 , 12-5-8 21-9-0
i 6.6 0 I 4-7-0 ' 1.4.8 ' 938 '
Plate Offsets(X,Y)-- [5:0-1-8,Edge],17:0-3-0,Edge],[11:0-3-0,0-0-01,[13:0-1-8,Edge],113:0-1.8,0-1-81,117:0-3-0,Edgel,[22:0-3-0,0-0-01,[29:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.09 23-24 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.14 23-24 >999 360 M18SHS 244/190
BCLL 0.0 Rep Stress Ina NO WB 0.82 Horz(TL) 0.02 14 rVa n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:159 lb FT=20%F,11%E
LUMBER- BRACING-
TOPI CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1D(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (Ib/size) 28=588/0-3-8,19=2715/0-3-8,14=2471/0-3-8
Max Gray 28=597(LC 3),19=2715(LC 1),14=2485(LC 7)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-28=-596/0,13-14=-2470/0,1-2=-442/0,2-3=-964/0,3-4=-1063/4,4-5=-698/231,
5-7=0/553,7-9=-1103/0,9-10=-4152/0,10-11=-4152/0,11-12=-4152/0,12-13=-2035/0
BOT CHORD 26-27=0/816,24-26=0/1130,23-24=-231/698,22-23=-231/698,21-22=-231/698,
19-21=-780/0,18-19=-780/0,17-18=0/2698,16-17=0/4152,15-16=0/3819
WEBS 7-19=-2433/0,1-27=0/645,2-27=-593/0,3-26=-261/30,4-24=0/606,4-23=-631/0,
7-21=0/705,5-22=0/854,5-21=-1347/0,13-15=0/2896,7-18=0/2400,12-15=-2701/0,
9-18=-2433/0,12-16=0/529,9-17=0/2279,10-17=-1535/0,11-16=-452/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x3 MT20 unless otherwise indicated.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
6)Use Simpson Strong-Tie THAC426(8-16d Girder,6-16d Truss)or equivalent spaced at 1-4-0 oc max.starting at 16-6-0 from the left
end to 17-10-0 to connect truss(es)to back face of top chord.
7)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 1-2-0 oc max.starting at 19-2-0 from the left
end to 20-4-0 to connect truss(es)to back face of top chord.
8) Fill all nail holes where hanger is in contact with lumber.
9)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-28=-10,1-13=-100
Concentrated Loads(Ib)
Vert:12=-718(B)10=-1260(B)11=-718(B)30=-718(B)
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1GV3/201S BEFORE USE. m"
Dosigi valid for use only with tr111eic®connectors.this design Is based only upon parameters shown.and Is for an individual balding component.not
a truss system.Before use,the building designer must verify the appilco tAity of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional ternporay and permanent bracing MiTek"
Is always regrired for stability and to prevent collapse with possible personal Injury and property damage. For general gridcnce regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type i Q)y Ply Oliver Res /West Indies C
TI1008704
J170233 F11 Floor I3 1 Job Reference(optional)_
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:18 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-41 SUI R2LKDiHY31 JL2PIkFt?KZy6M B022JV9T6zKw37
0-1-8
H I
1-3-0 I f— 2-1-8 0-1 8
Scale=1:37.3
5x5= 3x4= 5x5=
1.5x4= 4x4- 3x6 FP= 3x3= 1.5x4 H 3x3= 3x3= 3x5= 4x4= 1.5x4=
1 2 3 4 5 6 7 8 9 10 11
i lkw.," 41\Ilk/ I 11.0/
AL
.
252422 21 2019 18 17 16+\: "\:AJ
— 5.3.0 — 3= 3x6 i 3x6 II 34 Il 3x6 FP= 3x4= 3x3= 1.5x4 II 4x4= 5x5= 3x3=
3x6 tl
I 21-9-0 I
21-9-0
Plate Offsets(X,Y)-- fl:Edge,0-1-81,[11:0-1-8,Edgej,[27:0-1-8,0.0.121,[28:0.1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. l DEFL. in (lac) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.27 18-20 >953 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.42 18-20 >608 360
BCLL 0.0 Rep Stress Ina YES WB 0.40 Horz(TL) 0.07 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:132 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1 D(flat) except end verticals.
WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing:16-18.
REACTIONS. (Ib/size) 26=1176/0-3-8, 12=1176/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-26.1174/0,11-12=-1172/0,1-2=-959/0,2-3=-2412/0,3-5=-3492/0,5-6=-4133/0,
6.7.4133/0,7-8=-4126/0,8-9=-3429/0,9-10=-2418/0,10.11=-957/0
BOT CHORD 24-25=0/1804,22-24=0/3032,21-22=0/4133,20-21=0/4133,18-20=0/4232,16-18=0/3878,
15-16=0/3050,14-15=0/3050,13-14=0/1805
WEBS 1-25=0/1406,2-25=-1342/0,2-24=0/966,3-24=-984/0,3-22=0/715,5-22.1116/0,
5-21=-24/600,11-13=0/1403,10-13=-1347/0,10-14=0/974,9-14=-975/0,9-16=0/585,
8-16=-712/0,8-18=0/385,7-18=-331/47,7-20=-391/322
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
/
Q WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE 6111-7473 rev.10/32016 BEFORE USE. id•
Design valid for use only with Weld))connectors.this design is based only upon parameters shown,and Is for an frsdM Ax t bonding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
briding design. Bracing Indicated Is to prevent buckling of indNldual truss web and/or chord members only.Additional temporary and permanent bracing Milek•
is always required for stability and to prevent collapse with posstile personal Injury and property damage. For general guidance regarding the 6904 Parke East Bid.
fabrication,storage,delivery, on erection and bracing of trusses and truss systems,seeANSI/TPI1 Cushy CrBarta,DSB-89 and BCS1 Building Component
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type • Oty Ply Oliver Res /West Indies C '
T11008705
J170233 F12 Floor 1 I1 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:19 2017 Page 1
I D:3cRVn9hnna4ox8O7V8?aidyB2cv-YDOsVn3z5Xr8ADbVvmw__HSPBezL15g7BGNEi?YzKw36
—, 1-3-0 2-1-8 --11011-81 1 1-2-0 I 0-r8
Scale=1:36.7
4x4=
1.5x4= 3x6 FP= 1.5x4 II 4x7= 1.5x4 II 1.5x4=
1 2 3 4 5 6 7 8 9 10 11 12
127 !. 1 \- \ \A 28 0
./\/ \/-
25 24 23 22 21 20 19 18 16 15 14
CA
4x4= 1.5x4 II 3x6 FP= 1.5x4 II
4x4=
10-1-8
9-10-0 10-Q- 16-2-8 I 21-9-0 i
9-10-0 04 6-1-0 5-6-8
0-1-8
Plate Offsets(X,Y)-- [1:Edge,0-1-B1,[27:0-1-8,0-0-121,128:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud I PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.15 22-23 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.22 22-23 >884 360
BCLL 0.0 Rep Stress!nor YES WB 0.30 Horz(TL) 0.03 13 n/a n/a
BCDL 5.0 Code FBC2014I TPI2007 Matrix-SH Weight:124 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1 D(flat) except end verticals.
I WEBS 2x4 SP No.2(llat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (Ib/size) 26=859/0-4-12,13=235/0-4-12,17=1259/0-5-8
Max Uplift 13=-10(LC 3)
Max Gray 26=863(LC 10),13=325(LC 7),17=1260(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-26=-859/0,12-13=-325/7,1-2=-676/0,2-3=-1637/0,3-5=-2116/0,5-6=-2176/0,
6-7=-2176/0,7-8=-1532/0,8-9=-554/0,9-10=-328/126,10-11=-328/126
BOT CHORD 24-25=0/1269,23-24=0/1989,22-23=0/2176,21-22=0/2176,20-21=0/1917,19-20=0/1160,
17-19=-326/124,16-17=-326/124,15-16=-126/328,14-15=-126/328
WEBS 9-17=-1306/0,1-25=0/990,2-25=-941/0,2-24=0/584,3-24=-560/0,3-23=0/281,
5-23=-286/65,9-19=0/1069,8-19=-979/0,8-20=0/612,7-20=-640/0,7-21=0/613,
6-21=-348/0,12-14=-52/276,9-16=0/545
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 13.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
1
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.181312015 BEFORE USE
Design valid tor use only with Milek@1 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not es
a truss system.Before use.the building designer must verify the pllcaW lty of design parameters and property incorporate tNs design Into the overall
bukAng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possble personal IMoay and properly damage. For general g idasce regarding the
fabrication.storage.delNery,erection and tracing of trusses and huss systems.seeANSI/1PI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avallabte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexa dda,VA 72314. Tampa,FL 33610
Job Truss I Truss Type qty Ply Oliver Res/West Indies C
111008706
J170233 F12A Floor 1 1
IJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:20 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-OPa Ej73bsrz_oNAhSTRDggyLYNf?g3FLV 1_FX_zKw35
1
1-3-0 I 2-1-8 110-11 81 11 0-48
Scale=1:36.7
4x4= 1.5x4=
1.5x4= 3x6 FP= 1.5x4 I 7x10= 3x6 I 3x6 II 4x7 II
1 2 3 4 5 6 7 8 9 10 11 12 13
�2s �„TX11\ /a11,.1
s' 1°3
6
26 25 24 23 22 21 20 19 17 16 2915
4x4- 1.5x4 II 3x6 FP= 5x5= 1.5x4 I] 5x5- 4x4=
454=
10.1.8
___ _- __9-10-0 10-4 16-2-8 i 21-9-0 i
9-10.0 --- 0,210 �----- 6-1-0 5.6.8
0-1-8
Plate Offsets(X,Y)-- 11:Edge,0-1-81,[13:0-1-8,0-0-8),[13:0-3-0,Edge),[14:Edge,0-1-8),[17:0-1-8,Edge1,[28:0-1-8,0-0-121
LOADING (psi) SPACING- 2-0-0 CSI. , DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.15 23-24 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.821 Vert(TL) -0.21 23-24 >900 360
BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.04 14 n/a n/a
I BCDL 5.0 Code FBC2014/TPI2007 L Matrix-SH Weight:133 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1 D(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:18-20,17-18.
REACTIONS. (lb/size) 27=859/0-4-12,14=1276/0-4-12,18=2346/0-5-8
Max Gray 27=862(LC 10),14=1400(LC 7),18=2346(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-27=-858/0,13-14=-1424/0,1-2=-676/0,2-3=-1636/0,3-5=-2114/0,5-6=-2173/0,
6-7=-2173/0,7-8=-1526/0,8-10=-644/0,10-11=-1424/0,11-12=-1424/0,12-13=-907/0
BOT CHORD 25-26=0/1268,24-25=0/1988,23-24=0/2173,22-23=0/2173,21-22=0/1917,20-21=0/1147,
18-20=-371/254,17-18=-371/254,16-17=0/1424,15-16=0/1424
WEBS 10-18=-2377/0,1-26=0/989,2-26=-940/0,2-25=0/583,3-25=-560/0,3-24=0/273,
1 5-24=-273/39,10-20=0/1047,8-20=-947/0,8-21=0/627,7-21=-654/0,7-22=0/583,
6-22=-332/0,13-15=0/1318,10-17=0/2004,12-15=-783/0,11-17=-923/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14 has/have been modified.Building designer must review loads to verify that
they are correct for the intended use of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)345 lb down at 17-11-4,and
345 lb down at 19-11-4 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
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-27=-10,1-10=-100
Concentrated Loads(Ib)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(plf)
Vert:10=-375-to-13=-354
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-27=-10,1-10=-100
Continued on nage 9
.N
0 WARNING-Verily design param.t ra and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.1683/2016 BEFORE USE.
Design valid for use only with MltekS connectors.This design k Ixscxi only upon parameters shown.and Is for an individual building component,not -
a truss system.Before use,the building designer must verify the c)plicablity of design paraneteis and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual teas web and/or chord members only.Addi9ortal temporary and permanent tracing M(Tek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance rewiring the
fabrication,storage,delivery,erection and bracing of trusses and truss systems soeANSI/TPI t Qualify Criteria,DSB-09 and BCSI Building Component 6904 Parke Easf Bbd.
Salley Indorma1on avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Oliver Res/West Indies C
711008706,
J170233 F12A Floor 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:20 2017 Page 2
ID:3cRVn9hnna4ox807V8?aidyB2cv-OPaEj73bsrz_oNAhSTRDggyLYNf?g3FLV1_FX_zKw35
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pif)
Vert:10=-375-to-13=-354
3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10,1-10=-100
Concentrated Loads(Ib)
Vert:17=-159(F)29=-159(F)
Trapezoidal Loads(pif)
Vert:10=-250-to-13=-228
4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:14-27=-10,1-10=-20
Concentrated Loads(Ib)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pif)
Vert:10.375-to-13=-354
5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10,1-10=-100
Concentrated Loads(Ib)
Vert:17=-159(F)29=-159(F)
Trapezoidal Loads(pif)
Vert:10=-250-to-13=-228
6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10,1-10=-20
Concentrated Loads(Ib)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pif)
Vert:10=-375-to-13=-354
7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10,1-6=-100,6-10=-20
Concentrated Loads(Ib)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pif)
Vert:10=-375-to-13=-354
8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10, 1-5.20,5-10=-100
Concentrated Loads(Ib)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pif)
Vert:10=-375-to-13=-354
9)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Veil:14-27=-10,1-10=-100
Concentrated Loads(Ib)
Vert:17=-345(F)29=-159(F)
Trapezoidal Loads(pif)
Vert:10=-375-to-12=-364,12=-239-to-13=-228
10)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10,1-10=-100
Concentrated Loads(lb)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pit)
Vert:b0=-250-to-11=-244,11=-369-to-13=-354
11)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10,1-6=-100,6-10=-20
Concentrated Loads(Ib)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pif)
Vert:10=-375-to-13=-354
12)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:14-27=-10,1-5=-20,5-10=-100
Concentrated Loads(lb)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(pif)
Vert:10=-375-to-13=-354
13)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Continued on Daae 3
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.IG53,1015 BEFORE USE.
Design valid for use only with Mlleke connectors.Ids s design Is based only upon parameters shown.oral Is for an Individual holding component,not
a truss system.Before use,the twldI ng designer must verify the applIcabllty of design parameters and properly Incorporate this design into the overall
buldng design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent t racing MiTek•
Is always required for stablly and to prevent collapse with possible personal Injury and property damage.for general gukknce regarding the
fabrication,storage.delivery,erection and bracing of trusses aid truss systems.seeANSI/IPI l QuaYty Criteria,DSB-89 and BCS,BuidIng Component 6904 Parke East Blvd.
Safety Information avdlabie from Teas Plate InstlNte.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tanga,FL 33610
tr
Job Truss Truss Type •
Cr/ I Ply Oliver Res/West Indies C
T11008706
1J170233 1F12A Floor 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:20 2017 Page 3
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-OPaEj73bsrz_oNAhSTRDggyLYNf?g3FLV1_FX_zKW35
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:14-27=-10,1-10=-100
Concentrated Loads(Ib)
Verl:17=-345(F)29=-159(F)
Trapezoidal Loads(plf)
Vert:10=-375-to-12=-364,12=-239-to-13=-228
14)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-27.10,1-10=-100
Concentrated Loads(lb)
Vert:17=-345(F)29=-345(F)
Trapezoidal Loads(plf)
Veil:10=-250-to-11=-244,11=369-to-13=-354
1 �
A WARNING-Verify design perenertere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10V332016 BEFORE USE. 1111
Design valid for use only with Miiekr connectors.Ibis design k based only upon parameters shown.and Is for an Individual building component.not
a truss system.Before me.the building designer must verify the applicablity of design parameters and fxop erty Incorporate finis design into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal I nitey and properly damage. For general gridvx:e receding the
fabricatkn storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type QN 1PIy Oliver Res/West Indies C
111008707
J170233 F13 GABLE 1 I 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:21 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-Ub7cwT4Dd85rPXIuOBzSMtVeFmByZeOUkhjp3RzKw34
0u8 0-48
Scale=1:27.2
3x3= 3x3=
1 2 34 5 6 7 8 9 10 11 12 13 14
19 •
1
._____ ___._
30
1_, .
1
_, ..
•— L9..... 1I
_ •
_ i! .
, .1
cii
e e .o .w p; p a w--- - r• e ,e
28 27 26 25 24 23 22 21 20 19 18 17 16 15
3x3= 3x3= 3x3= 3x3 =
8-4-8
I 1-4-0 I 2-8-0 4-0-0l 5-4-0 I 6-8-0 8-0-0 812-41 9-8-8 I 11-0-8 I 12-4-8 I 13-8-8 15-0-8 I 16-4-8 I
1-4-0 1-4-0 1-4-0 1.4.0 1.4.0 1.40 0-2-4 1-4-0 1.40 1-4-0 140 1-4-0 1.4.0
0-2-4
Plate Offsets(X,Y)-- 129:0-1-8,0-0-12),130:0-1-8,0-0-12)
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - IVa 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999
BCLL 0.0 Rep Stress Incr YES • WB 0.02 Horz(TL) -0.00 16 Na rVa
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SHI I Weight:87 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:27-28,15-16.
REACTIONS. All bearings 16-4-8.
(lb)- Max Gray All reactions 250 lb or less at joint(s)28,15,16,17,18,19,20,21,27,26,25,24,23,22
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-10d(0.131'X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE£-7473 rev.10/03/2015 BEFORE USE
Design valid for use only wltti Mileka connectors.This design k based only upon rxxameters shown.add Is for m Individual building component,not
a toss system.Before use,the hulking designer must verify the applicability of design parameters and properly incorporate ftds design Into the overall
bulling design- Bracing Indicated is to prevent buckling of Individual truss web antemporaryac
arid/or chord members only. Additional and permanent bring MiTek'
Is always roqu ked for stability and to prevent collapse with possible personal Inlay ext property damage. For general guidance regarding the
fabrication,storage.delivery-erection and bracing of trusses and truss systems,socANSI/IPI I Qualify Crlteerla,DS8-89 and BCS1 Bulking Component 6904 Parke East Blvd.
Safety Information available from Trus Plate Ins8lute,218 N.Lee Street.Suite 312,Mexandrla.VA 22314. Tampa.FL 33610
1 Job I Truss I Truss Type , I O)y Ply I Oliver Res /West Indies C
I T11008708
J170233 IF14 Floor i2 1
IJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:21 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-Ub7cwT4Dd85rPXIu0BzSMtVZcm5VZdaUkhjp3RzKw34
0-1-8
—I f— 1-3-0 I 2-1-0 0-4-0 1
Scale=1:15.6
3x6 I I
1 2 3 3x6— 4 5
12 Int
0
I
. / — ,
I
I T1
• !! •
l'13:::i).
10 9 8 7 6
1.5x4 II 1.5x4 II
1-6-0 6-5-8I 7-10-0 {8-2-0
1-6-0 4-11-8 1.48 0-4-0
Plate Offsets(X,Y)-- [6:Edge,0-0-121,[12:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.04 9 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.04 9 >999 360
BCLL 0.0 Rep Stress Incr YES ' WB 0.11 Horz(TL) 0.02 5 nfa n/a
•
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:50 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=414/0-5-8,5=420/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-11=-409/0,1-2=-272/0,2-3=-512/0,3-5=-263/0
BOT CHORD 9-10=0/512,8-9=0/512,7-8=0/512
WEBS 5-7=0/391,1-10=0/395,3-7=-380/0,2-10=-370/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
1 I /
0 WARNING-Verify design pram tars and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MA-7473 rev.1G032015 BEFORE USE. lit
Design valid for use only with Milekll connectors.this design is based only upon paameters shown.and is for on individual Wilding component,not
a teas system.Before use,the bulkdrsct designer must verify the at Kik;ubllty of design parameters and properly kx:ortxxate this design into the overall
briding design. Bracing indicated Is to prevent budding of Indhldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possble personal kniuy and property damage. For general guickiu;e regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI BuShcng Component 6904 Parke East BNd.
Safely Information avdable from bras Plate tnstnute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type r Ory Ply Oliver Res/West Indies C
T11008709
J170233 FG01 FLOOR GIRDER 1
I 3 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:22 2017 Page 1
I D:3cRVn9hnna4ox8O7V8?aidyB2cv-yoh_8p5rOSDi 1 gK4auUhv51 ffAKMluveyLTMctzKw33
I 1-8-0 I F— 1_10-12 I I 2-0-0 1 1-2-12 I
Scale=1:23.2
1.5x4 II 1.5x4 II 4x10=
1 4x7= 17 2 4x7= 3 4x4= 4 3x4 = 18 5 3x8= 6 7 8
�n e
cf
– I— T---.--------'-\ It----------------------
__,<7,,L 1 ??
II` s
MI
15 14 13 12 11 1010x10=
5x5 II 4x10 = 4x7_ 5x5= 5x5= 4x7= 5x5 II
2-1-4 4-0-12 6-0-4 7-11-12 14-1-8
2-1-4 1-11-8 i
1-11-8 I 1-11-8 6-1-12 I
Plate Offsets(X,Y)-- [5:0-3-8,0-1-81,[9:Edge,0-3-8),[10:0-3-8,0-6-41[15:0-3-8,0-2-01
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (lora) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 I Vert(LL) -0.15 12 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.36 12-13 >460 360
BOLL 0.0 Rep Stress Ina NO WB 0.87 i
i Horz(TL) 0.03 9 Na Na
BCDL 5.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:269 lb FT=11%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1D TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins,
BOT CHORD 2x8 SP DSS except end verticals.
WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
8-10:2x4 SP No.1D
REACTIONS. (lb/size) 16=5864/0-5-8,9=4419/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-16=-5210/0,8-9=-6915/0,1-2=-8289/0,2-3=-14436/0,3-4=-18070/0,4-5=-18694/0,
5-6=-9056/0,6-7=-9056/0,7-8=-9056/0
BOT CHORD 15-16=0/392,14-15=0/8289,13-14=0/14436,12-13=0/18070,11-12=0/18694,
10-11=0/9056
WEBS 5-12=0/710,6-11=0/467,5-11.11034/0,7-10=-836/0,8-10=0/11422,1-15=0/9302,
2-15=-5275/0,2-14=0/7241,3-14=-3946/0,3-13=0/4280,4-13=-2125/0,4-12=-72/735
NOTES-
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced floor live loads have been considered for this design.
4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the
intended use of This truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:9-16=-7,1-17=-67,17-18.852,5-18=-452,5-8=-67
Concentrated Loads(Ib)
Vert:5=-4063 17=-180
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:9-16=-7,1-17=-67,17-18=-635,5-18=-452,5-8=-67
Concentrated Loads(lb)
yen:5=-1867 17=-180
Continued on Daae 2
l
V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 ray.16433/2015 BEFORE USE. la
Design valid for use only with Mllekic connectors.This design is based only upon parameters shown.and Is tor an Individual building component,not
a truss system.Before use,the building designer must verify the c pplicobIllty of design parameters and properly Incorporate this design Into the overall
bulicing design. Racing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MTek"
is always required for stability and to prevent collapse with possble personal furry and property damage. for general gridcnce regarding the 6904 Pae East BNd.
fctricatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPt I Cualty CrIteda,DSB-89 and SCSI Building Component Tampa.rk 33610
Safety Information avdlctrle from buss Plate Institute,218 N.Lee Street.Salle 312,Alexandria.VA 22314. rk
Job Truss Truss Type • cry Ply Oliver Res /West Indies C
111008709
J170233 FG01 FLOOR GIRDER 1
3 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:22 2017 Page 2
I D:3cRVn9hnna4ox807V8?aidyB2cv-yoh_8p5rOSDi 1 gK4auUhv5l itAKMI uveyLTMctzKw33
LOAD CASE(S) Standard
3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:9-16=-7,1-17=-67,17-18=-635,5.18=-452,5-7=-67,7-8=-13
Concentrated Loads(Ib)
Vert:5=-1867 17=-180
4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:9-16=-7,1-17=-13,17-18=-447,5-18=-263,5-6=-13,6-8=-67
Concentrated Loads(Ib)
Vert:5=-1867 17=-180
5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:9-16=-7,1-17=-67,17-18=-635,5-18=-452,5-7=-67,7-8=-13
Concentrated Loads(Ib)
Vert:5=-1867 17=-180
6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:9-16=-7,1-17=-13,17-18=-447,5-18=-263,5-6=-13,6-8=-67
Concentrated Loads(ib)
Vert:5=-1867 17=-180
I
WARNNNO-Verify assign pararrwtars and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE 115.7473 ray.10W3/2015 BEFORE USE.
Design vdkd for use only with connectors.This design Is based only upon parameters shown,and is for an individual budding component,not1111.
a truss system.Before use,the building designer must verify the applicability of design paameters and properly Incorporate this design into the overall
budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mak'
is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regrading the
fc ricatbn,storage.delivery,erection and bracing of trusses and truss systems SeeANSI/TPI I Quality Crieria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avertable from Tess Rale Institute.218 N.Lee Street,Suite 312.Atexraxlda,VA 22314. Tampa.FL 33610
Job Truss Truss Type • Oty Ply Oliver Res/West Indies C
T11008710
J170233 A01 Common Supported Gable 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:45 2017 Page 1
ID:3cRVn9hnna4ox807V8?aidyB2cv-Xgy?N9ee54Yy5??zvdJOvH?UYGvr8LfBS5?voWzKw3e
-1-6-1 11-9-0 23.6.0 25-0-1
1-6-1 I 11-9-0 I 11-9-0 1 1-6-1
5x5= Scale=1:56.0
7
2x4 I'. 2x4 II
6e
8.00 12 2x4 I 1.111
2x4 i l
5 9
2x4 I1 2x41
4 10
2x4 II 2x4 II
3 11
4ilI1i
,m,
13
l p'.
27 26 25 24 23 22 21 20 19 18 17 16 15 14
3x4 = 3x4- 3x4=
23.6.0
23-6-0
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - rVa 999
BCLL 0.0 ' Rep Stress!nor YES WB 0.11 Horz(TL) 0.00 14 n/a n/a
BCDL 10.0 { Code FBC2014/TPI2007 Matrix-SH Weight:184 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-7-20
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,6in o.c.,with 31n minimum end distance.
Brace must cover 90%of web length.
REACTIONS. All bearings 23.6.0.
(Ib)- Max Horz 27=-260(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)14,22,24,25,19,17,16 except 27=-148(LC 10),23=-101(LC
12),26=-149(LC 12),18=-101(LC 12),15=-149(LC 12)
Max Gray All reactions 250 lb or less at joint(s)27,14,20,22,23,24,25,26,19,18,17,16,15
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 6-7=-235/270,7-8=-235/270
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=2ih Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-9-0,Comer(3)11-9-0
to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)"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.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,22,24,25,
19,17,16 except 6t=1b)27=148,23=101,26=149,18=101,15=149.
11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
� 1
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1,10.7473 rev.10'032015 BEFORE USE. NE.
Design valid for use only with Mllek®connectors.This design Is based only upon parameters shown.and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
bulking design. Bracing indicated Is to prevent budding of IndMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal kyay and property damage. for general guidance regadIng the
fabrication storage,deltvery,erection and bracing of trusses and truss systems.see.ANSI/IPI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avaldrte from truss Plate Inslttute,218 N.lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Oliver Res/West Indies C
T11008711
J170233 A02 Common 2 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:46 2017 Page 1
I D:3cRVn9hnna4ox8O7V8?aidyB2cv-OtW NaVfGsOgpj8a9TKgFRVYYCf6HtgKKhlISKzzKw3d
6-9-0 11.9.0I 16-9-0 i 23-6-0
6-9-0 5-0-0 5-0-0 6-9-0
5x5= Scale=1:57.2
3
8.00 12 11 12
)11111
1.5x4 II 1.5x4 P
2 4
10 13
3x8-.% 3x8
1 5
.7 dii 1111111.1111111111111111111111111111111111ftim.011r i°
m.
9 8 14 15 7 6
1.5x4 I. 5x8- 3x8= 1.5x4 1
6-9-0I 16-9-0 23-6-0
6-9-0 10-0-0 6-9-0
Plate Offsets(X,Y)-- 18:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.34 7-8 >828 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.59 7-8 >476 180
BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 6 n/a n/a
BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MSH Weight:150 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins,
BOT CHORD 2x4 SP No.1D except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=859/0-5-8,6=859/0-5-8
Max Horz 9=-301(LC 10)
Max Uplift 9=-309(LC 12),6=-309(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-959/377,2-3=-1147/593,3-4=-1147/593,4-5=-959/377,1-9=-827/362,
5-6=-827/362
BOT CHORD 8-9=-284/315,7-8=-121/618
WEBS 3-7=-295/591,4-7=-486/351,3-8=-295/591,2-8=-486/352,1-8=-173/757,5-7=-174/758
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=2411;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-0,Exterior(2)
11-9-0 to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;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 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 fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
9=309,6=309.
IllQ WARNING-Verify Wslyn parameters and READ NOTES ON THS AND INCLUDED MfpEK REFERANCE PAGE M/F7473 rev.1fW3/2016 BEFORE USE.
Design valid for use only with MltektS connectors.This design Is based only upon parameters shown.and is for an individual building component.not
a truss system.Before use.the talking designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mak'
Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and huss systems,SeeANSI/IPI I Quality CrtNrta,DSB-69 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avdlable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,Fl.33610
Job Truss Truss Type A Q&y Ply Oliver Res/West Indies C
TI1008712
J170233 A03 Common 5 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:47 2017 Page 1
I D:3c RV n9hnna4ox8O7V8?aidyB2cv-U34morgudiogKl9 L 12M U_i 5jy3S W c7aUvPUOsPzKw3c
6-9-0 11-9-0 16-9-0 23-6-0 i
6-9-0 5-0-0 5-0-0 6-9-0
5x5= Scale=1:57.2
3
/q
8.005T 11 12
1.5x4 II 1.5x4 I
2
. 01,111( 1111111111
4 10 13
3x8* 3x8
1 5
.000100000000,001... cci;
1 or
j - ::rosoommismiwom
r. M.
9• 8 14 15 7 6
1.5x4 'I 5x8= 3x8= 1.5x4 II
6-9-0I 16-9-0 + 23-6-0 i
6-9-0 10-0-0 6-9-0
Plate Offsets(X,Y)-- [8:0-4.0,0-3-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.34 7-8 >828 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.59 7-8 >476 180
BCLL 0.0 • Rep Stress Ina YES WB 0.60 Horz(TL) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:150 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins,
BOT CHORD 2x4 SP No.1D except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=859/0-5-8,6=859/0-5-8
Max Horz 9=-301(LC 10)
Max Uplift 9=-309(LC 12),6=-309(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-959/377,2-3=-1147/593,3.4=-1147/593,4-5=-959/377,1-9=-827/362,
5-6=-827/362
BOT CHORD 8-9=-284/315,7-8=-121/618
WEBS 3-7=-295/591,4-7=-486/351,3-8=-295/591,2-8=-486/352,1-8=-173/757,5-7=-174/758
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25fh B=45ft;L=24ft;eave=4it Cal.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-0,Exterior(2)
11-9-0 to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;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 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 fit between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
9=309,6=309.
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2OIS BEFORE USE. ith•
Design valid for use only with Mileke connectors.this design Is hosed only upon parameters shown-and Is for on irxtividual bolding component-not
a truss system.Before use.the building designer must verify the opplk:ability of design parameters and properly incortmute this design Into the overall
briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
Is always required br skLlly and to prevent collapse with posstle personal tdray and property damage. for general guidance regarding the
kYxk:afbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd.
Safety Information avaYa ie from Truss Plate Institute,218 N.Lee Street,Sulte 312.Alexandria,VA 22314. Tampa.FL 33610
!Job Truss Truss Type , Qty Ply Oliver Res /West Indies C
7110087131'
J170233 A04 Common 4 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:47 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-U34morgudiogKl9L 12MU_i5j_3Sac7W UvPUOsPzKw3c
6-9-0l 11-9-0 I 16-9-0 I 22-11-0 !
6-9-0 5-0-0 5-0-0 6-2-0
5x5= Scale=1:57.2
3
f.
8.00 12 1i 12
1.5x4 II 1.5x4 II
2
13
' t0
3x6
3x8 5
1
1 i
N`ii ,i-.
91.' 8 14 15 7 6
1.5x4 I! 5x8= 3x8 1.5x4 II
6-9-0 16-9-0 22-11-0
6-9-0 I 10-0-0 I 6-2-0 '
Plate Offsets(X,Y)-- (8:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (hoc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.33 7-8 >821 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.58 7-8 >468 180
BCLL 0.0 * Rep Stress lncr YES WB 0.60 Horz(TL) 0.01 6 ria n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:148 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins,
BOT CHORD 2x4 SP No.1D except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 9=837/0-5-8,6=837/Mechanical
Max Horz 9=310(LC 11)
Max Uplift 9=-301(LC 12),6=-301(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-932/367,2-3=-1115/582,3-4=-1066/557,4-5=-881/350,1-9=-806/354,
5-6=-815/354
BOT CHORD 8-9=-292/313,7-8=-135/592
WEBS 3-7=-262/516,4-7=-459/332,3-8=-297/597,5-7=-189/731,2-8=-485/351,1-8=-165/733
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45th L=24ft;eave=41t;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9.0,Exterior(2)
11-9-0 to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;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 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 fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
9=301,6=301.
1 1
A WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. ilt
Design valid for use only with Mnektconnectors.this design is based only upon pxraxnoters shown.taxi Is for on Individual building component,not
a truss system.Before use-five building designer must vedty the applicability of design rxrameters and properly Incorporate this design Into the overall
biding design. Bracing indicated Is to prevent buckling of IndMcIud truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always requked for stability and to prevent collapse with possble personal Ytkay and property damage. f Of general guklance regarding the
fabrication,storage,delivery,erectbn and tracing of trusses and truss systems.seeANSt/TPl1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type + Oly I Ply Oliver Res/West Indies C
T11008714
J170233 A05 I Monopitch Supported Gable 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:48 2017 Page 1
I D:3cRVn9hnna4ox8O7V8?aidyB2cv-yFe8?BhW O?xXySkYaltjXwdutTrCLhfd83EZPrzKw3b
10-2-8
10-2-8
4x4 16 Scale=1:45.9
IL
2x4 11 al
5
8.00 12 2x4 I I
4
2x4 II
113
2x4 II
2
■
5x5
ham:"
1V+
12 11 10 9 8 7
2x5 II 3x4= 1.5x4 II 1.5x4 II 1.5x4 I 3x4
Plate Offsets(Xy)-- 17:0-0-8,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n/a - rVa 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 7 n/a n/a •
BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:82 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS 2x4 SP No.2 7-10-3 oc bracing:11-12.
REACTIONS. All bearings 10-4-0.
(Ib)- Max Horz 12=368(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10 except 12=-i09(LC 10),11.184(LC 9)
Max Gray All reactions 250 lb or less at joint(s)7,8,9,10,11 except 12=277(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-454/426,1-2=-531/520,2-3=-432/437,3-4=-349/371,4-5=-267/306
BOT CHORD 11-12=-568/595
WEBS 1-11=-474/496
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=2ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-0-12 zone;cantilever
left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)Gable requires continuous bottom chord bearing.
4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9,10 except
(jt=lb)12=109,11=184.
A WARNING-Welly design permeates end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7073 rev.1003/2015 BEFORE USE.
Design mild for use only wrth MMTektS connectors.This design is based only upon parameters shown,and Is fo an individual bulding component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overdt
budding design. BracIng Indicated Is to prevent buckling of Individual taus web and/or chord members only.Additional temporary and permanent bracing
M Tek
is always required for stability and to prevent collapse with possbWa
le personal int ry and property damage. For general gurce regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Guilty Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East BNd.
Salety information avalable from Cuss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
IJob Truss Truss Type r City Ply Oliver Res /West Indies C
111008715
J170233 B01 Common Supported Gable 1 1
I I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:49 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-QRCW DXh89J3OacJk8SOy37ABgtGu4AgnNjz6xHzKw3a
12-4-0 24-8-0
12-4-0 I 12-4-0
Scale=1:42.3
5x5=
7
2x4 II 2x4 II
6 ,0, 8
2x4 11 29 26 2x4 I I 5.00 X12_
5 ` 9
2x4 I I 2x4 i i
10
4
2x4 11 2x4 I
3 r - 11
2x4 11P7 2x4 II
28 ^
2 r 12
(,�.�7i 1 r r
13
1 G ' i',':','N
:S 1 i. b � o ' +; Ili` IQi EI iE ,I
4x4 - 4x4
25 24 23 22 2120 19 18 17 16 15 14
3x8 I 3x8
3x4 =
I 24-8-0
24-8-0
Plate Offsets(X,Y)-- 11:0-0.0,0-1-13],11:0-2-3,0-4-141,113:Edge,0-1-14],113:0-2-3,0-4-141
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - rVa 999
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 13 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:149 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2
WEDGE
Left:2x4 SP No.2,Right:2x4 SP No.2
REACTIONS. All bearings 24-8-0.
(Ib)- Max Horz 1=100(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)1,21,22,23,24,25,18,17,16,15,14,13
Max Gray All reactions 250 lb or less at joint(s)1,19,21,22,23,24,25,18,17,16,15,14,13
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 7-8=-89/275,6-7=-89/268
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft 6=459;L=25tt;eave=2ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 12-4-0,Comer(3)12-4.0 to
15-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'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.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,21,22,23,24,
25,18,17,16,15,14,13.
_ 1
0 WARNING-Verify design paranrsters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AI11.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek1)connectors.This design ls based only upon parameters shown.and is for an individual hulding component-not
a truss system.Before use,the building designer must verity the opplk:abllty of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
Is always fegUired for stability and to prevent collapse with posstle personal injury and properly damage. For general guidance regaxchig the
tabrk:ation,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd.
Safely information available from Truss Plate Institute.218 N.Lee Street.Sulte 312,Alexandria.VA 22314. Tampa.FL 33610
IJob Truss Truss Type • Oly Ply Oliver Res/West Indies C
T11008716
J170233 B02 Common 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:50 2017 Page 1
I D:3cRVn9hnna4ox8O7V8?aidyB2cv-uemuQtinwdBFBmuwiAvBcLjE DHQTpOVwcNjgTkZKW3Z
I 6-3-12 I 12-4-0 I 18-4-4 I 23-10-124.8.01
6-3-12 6-0-4 6.0-4 5.6.8 0.9.4
4x4= Scale=1:43.2
3
n
5.00 1
13 4
4x4 4x4
2 4
4:•
12 15
1.5x4 it
2x5 I'
..„4
♦ 2x4 I I
•
1
t0 16 17 9 ier.. 7
11 8
6x6= 3x4=
3x4= 65c6=2x4 II
_ 24-8-0 24 8 f.t
8-3-13 16-4-3 2310-12 24-1-B
1 8-3-13 I 8-0-5 7.6.9 62-12
0-6-8
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.28 10-11 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.84 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:135 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing.
WEBS 1 Row at midpt 2-11
REACTIONS. (lb/size) 11=878/0-3-8,8=926/0-5-8
Max Horz 11=150(LC 11)
Max Uplift 11=-316(LC 12),8=-333(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1178/569,3-4=-1124/542
BOT CHORD 10-11=-464/1098,9-10=-293/830,8-9=-412/1014
WEBS 3-10=-140/405,3-9=-108/327,2-11.1148/457,4.8=-1110/441,5-8=-195/287
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=25th eave=411;Cat.
11;Exp C;Encl..GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interlor(1)3-1-12 to 12-4-0,Exterior(2)
12-4-0 to 15-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;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 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 tit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib)
11=316,8=333.
I
A WARNING-Verlry design pranaten and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M8.7473 rev.10932016 BEFORE USE. iill.
Design valid for use only with Mlloktr connectors.Ns design Is based only upon parameters shown.and Is for an Individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addtlonal temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Inpiy and property damage. For general guidance regadirg the
latvtcatlo n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdtdnte from truss Plate Institute-218 N.lee Street,Suite 312,Alexandrla,VA 22314. Tempe,FL 33610
1 Job Truss I Truss Type • Qty Ply Oliver Res/West Indies C
T11008717.
J170233 B03 Common 1 1
I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:51 2017 Page 1
ID:3cRVn9hnna4ox807V8?aidyB2cv-MgJGdCjPhwJ6pwS7GtOQ8YFPzgmiYtI4g1SD?AzKw3Y
I 6-3-12 1 12-4-0 1 18-4-4 23-10-12 ?4.8.0)
6.3.12 6-0-4 6-0-4 5-6.8 0-9-4
4x4= Scale=1:43.2
3
5.001 14
4x4 13 4x4
2 4
,7 s1
r, 15
m 12 1.5x4 II
2x5 I 44 52x4 11
1 1 6
r co
a-
Fr
10 16 17 9 f.--
7
11B
6x6= 3x4= 2x4 I I
3x4= 6x6=
;to 24-8-0
8-013 I 20 10 12 eel 1.12 B 1
8-3-13 ' 8.0.5 7-6-9 0•+2
0-6-8
I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.28 10-11 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.05 8 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:135 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing.
WEBS 1 Row at midpt 2-11
REACTIONS. (lb/size) 11=878/0-3-8,8=926/0-5-8
MaxHorz 11=150(LC11)
Max Uplift 11.316(LC 12),8=-333(LC 12)
II FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1178/569,3.4=-1124/542
BOT CHORD 10-11=-464/1098,9-10=-293/830,8-9=-412/1014
WEBS 3-10=-140/405,3-9=-108/327,2-11=-1148/457,4-8=-1110/441,5-8=-195/287
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=25ft;eave=4lt;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2)
12-4-0 to 15-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;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 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 fit between the bottom chord and any other members,with BCDL=10.Opsf.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
11=316,8=333.
t �
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.rav3120T5 BEFORE USE. 1st
Design valid for use only with MllekS)connectors.This design is based only upon rxxaneters shown,and Is for an Individual l balding component,not
a truss system.Before use•the building designer must verIfy the applicability of design parameters and properly kscopxrcde this design into the overall l�
building design. Bracing Indicated Is to prevent buckling of Indlvrdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always regUred for stability and to prevent collapse with possible personal Injury and property damage. For general(geldarice regarding the
fabrication,storage,delivery,erection and bracing of'musses and tris systems,se1e.ANSt/1PII Quality Criteria,DSB-09 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdtable from Truss Plate InstkAe,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanya.FL 33610
Job Truss Truss Type Oly Ply Oliver Res I West Indies C
T11008718
J170233 1 B04 Common ,2 1
i I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 Milk Industries,Inc. Mon May 01 08:58:52 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-gofrYk1 SERzR31 Jpbxfhmoaj467HKCD3hCnYczKw3X
I
6-3-12 { 124.0 l 18-4-4 23-10-12 24- -8
6-3-12 6-0-4 6-0-4 5.6.8 0'1-92
4x4= Scale=1:42.9
3
s
5.0012 12
4x4 4x4
2 4
I\iv/
e•1
13
•••••• •
10
2x4 i I
2x5 II 4' 5
1
A
■ V
m r
rh
-J B 14 15 7 g j
93x5= 6x6= 3x4= 6
3x4=
I
8-3-13 16-4-3 I 23-10-12 24.11.8
8-3-13 8-0-5 7-6-9 0-2-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 7-8 >999 240 MT20 244/190
TCDL 7.0 I Lumber DOL 1.25 BC 0.78 Vert(TL) -0.28 8-9 >999 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.89 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH j Weight:132 lb FT=20%
LUMBER- BRACING-
, TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing.
WEBS 1 Row at midpt 2-9
REACTIONS. (lb/size) 6=882/0.5.8,9=882/0-3-8
Max Horz 9=157(LC 11)
Max Uplift 6=-317(LC 12),9=-317(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1185/573,3-4=-1141/554
BOT CHORD 8-9=-484/1103.7-8=-312/837,6-7=-445/1034
WEBS 3-8=-141/403,3-7=-115/339,2-9=-1155/462,4-6=-1152/473
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2)
12-4-0 to 15-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;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 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 fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
6=317,9=317.
V WARNING-Verily design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 515-7473 rev.10032015 BEFORE USE.
111111
Design valid for use only with MITek8 connectors.This design is based only upon txxcmeters shown.and Is for cn individual Ixrlding component,not .
a truss system.Before use.the bulking designer must verify the appllcablIty of design parameters end lxotxxty incorporate this design Into the overall
building ng design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additkuaat ternpxary did permanent tracing M l lee•
Is always requked for stability and to prevent collapse with possbie persond hltry and property damage. for general guklanco regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdable from Truss Plate institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type 104y Ply 1 Oliver Res I West Indies C
I T11008719
,J170233 805 Roof Special 1 1
_1_____ Job Reference(e_pkot)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:53 2017 Page 1
I D:3cR Vn9hnna4ox8O7V8?aidy62cv-J DR 12ukfDYZg2DcVNI SuDzKkU USiOwvMI LxK43zKw3W
6-3-12 12-4-0 21-0-14 24-1-8
6-3-12 t 6-0-4 8-8-13 3-0.10
4x4= Scale=1:43.6
3
5.00 12 14
13
4x4 i 3x4
2 4
: 4x4= 3x4=
5 6
12 w
a.
2x5 11 /•
F 1 CP
rl A
4 F r 4,-
4,4,
Ki 10 15 16 9 6
11 _ 7
—
6x6 3x4—
3x4= 3x10= 1.5x4 II
6-3-12 8-3-13 16-4-3 21-0-14 24-1-8
I
6-3-12 2-0-1 8-0-5 I 4-8-11 3-0-10
-T —
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.28 9-10 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:139 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing.
WEBS 1 Row at midpt 2-11
REACTIONS. (lb/size) 7=882/0-3-8,11.882/0.5.8
Max Horz 11=195(LC 11)
Max Uplift 7=-318(LC 12),11=-316(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1186/574,3-4=-1130/549,4-5=-886/419,5-6.797/369,6-7=-850/386
BOT CHORD 10-11=-568/1104,9-10=-396/836,8-9=-485/1030
WEBS 3-10=-140/407,3-9=-117/335,5-8=-421/205,6-8=-456/1091,2-11=-1157/462,
4-8=-376/179
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24it;eave=4ft;Cat.
It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2)
12-4-0 to 15-4-0,Interior(1)21-0-14 to 23-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water 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 20.0psf 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=10.0pst.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
7=318,11.316.
0 WARNING-Vitrify design parrnaters and READ NOTES ON THIS AND WCLUDED MIMIC REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE.
Design valid for use orgy with MnekI)connectors.Ns design Is based only upon parameters shown,and Is for an Individual bolding component.not
a truss system.Before use.the txilding desi{inoi must verify the applicability of design parameters and property incorporate this design Into the overall
briding design. Bracing indicated Is to prevent buckling of Ind vklual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
ek•
Is always required for stability and to prevent collapse with posstle personal hluy and property damage. For general guidance regcadng the 4
faMk:atkrr storage,delivery,erection and bracing of hisses and truss systems,seeANS1/1PI1 Gully Criteria.DSB-89 and SCSI Building ComponParke6904East Blvd.ent Tampa,FL Est 0
Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314.
Job 'Truss Truss Type Oty Ply Oliver Res /West Indies C I
111008720
J170233 B06 Roof Special 1 1
1 ,Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:53 2017 Page 1
I D:3cRVn9hnna4ox807V8?aidyB2cv-JDR 12ukIDYZg2DcVNISuDzKj_USZOwZMILxK43zKw3W
6-3-12 12-4-0 18-4-4 19.0.14 24-1-8
I 6.3.12 I 6-0-4 l 6-0-4 b-8-9' 5-0-10
4x4= Scale=1:43.6
3
5.00 12 1
12 3
4x4 5x5= 3x4=
2 4 5
ii,
14
• 11
acs I I "••
1 cc
9 15 16 8
7
10 6
3x4= 6x6= 3x4 = 3x4= 2x5 II
6-3-12 + 8-3-13 16-4-3 19-0-14 24-1-8 I
6-3-12 2.0.1 8-0-5 2-8-11 5-0-10
Plate Offsets(X,V)-- 19:0-3-0,0-3-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 8-9 >999 240 MT20 244/190
, TCDL 7.0 Lumber DOL 1.25 BC BCLL 0.0 • Rep Stress Ina YES WB 0.31) 8-9 >999 Horz TL) 0.04 6 n 180
n/a
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:138 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing.
WEBS 1 Row at midpt 2-10
REACTIONS. (lb/size) 6=882/0-3-8,10=882/0-5-8
Max Horz 10=221(LC 11)
Max Uplift 6=-319(LC 12),10=-315(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1186/576,3-4=-1108/527,4-5=-981/483,5-6=-830/410
BOT CHORD 9-10=-612/1103,8-9=-442/840,7-8=-493/1009
WEBS 3-9=-138/408,4-7=-662/344,5-7=-530/1196,3-8=-84/300,2-10=-1154/462
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45it;L=24ft;eave=4it;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2)
12-4-0 to 15-4-0,Interior(1)19-0-14 to 23.11-12 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)
6=319,10=315.
a WARNING-V.d#y design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. ill
Design valid for use only with MITeksto connectors.This design Is based only upon geometers shown.and is to an Indivlckrd building com{xHxxnl,not
a truss system.Before use,the binding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated B to prevent budding of Individual buss web and/or chord members only. Additional temporary and permanent tracing MiTek•
Is always requked for stability and to prevent collapse with possible personal Inky and property damage. For general gridance wading the
fabrication,storage,delivery,erection and bracing of trusses and huss systems,seeANSI/TPI1 GuaNy Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd.
Safely information available from Truss Plate institute,218 N.Lee Street.Sale 312,Alexandria VA 22314. Tanga,FL 33610
!Job Truss Truss Type • Qty Ply Oliver Res/West Indies C
T11008721
J170233I B07 Roof Special 1 1
Job Reference(option
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:54 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-nP?PGEIH_rhhgNBhxO_7mBttuum6llYW W_htcVzKw3V
6-3-12 12-4-0 17-0-14 24.1.6
—
6-3-12 I 6-0-4 4-8-13 j 7-0-10
4x4 = Scale=1:43.6
3
5.0012
11 12
5x5= 3x5=
4x4 5- 4 5
H 2 SI 3 i7
\
-
93x4
IE= 7 6
6x6=
3x10= 2x5 II
6-3-12I 8-3-13 I 16-4-3 17-0-16 24-1-8
6-3-12 2-0-1 8-0-5 18-11 7-0-10
Plate Offsets(X,Y)-- 18:0-3-0,0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (hoc) I/deft lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.22 7-8 >999 240 MT20 244/190
TCDL 7.0 I Lumber DOL 1.25 BC 0.88 Vert(TL) -0.41 7-8 >696 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:137 lb FT=20%
_.___L--- - -- r—
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing.
WEBS 1 Row at midpt 2-9
REACTIONS. (lb/size) 6=882/0-3-8,9=882/0-5-8
Max Horz 9=248(LC 11)
Max Uplift 6=-337(LC 9),9=-314(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1190/582,3-4=-1186/626,4-5=-1023/508,5-6=-825/429
BOT CHORD 8-9=-658/1108,7-8=-478/842
WEBS 3-8=-147/426,4-7=-757/459,5-7=-527/1180,3-7=-195/427,2-9=-1165/471
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2)
12-4-0 to 15-4-0,Interior(1)17-0-14 to 23-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water 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,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=337,9=314.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.10032015 BEFORE USE MN
Design valid for use only with MIIek®canrxx:fors.this design is biased only upon parameters shown,and Is for an individual bolding component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with pxxsble personal injury and properly damage. for gerreral guidance re{}adng the
tebrbcatkn,storage,delivery,erection and bracing of teases and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd.
Safety Information available from Trus Plate Institute,218 N.Lee Street,Salte 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss I Truss Type • Oly Ply Oliver Res /West Indies C
111008722
J170233 B08 Roof Special 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:55 2017 Page 1
I D:3c RV n9hnna4ox8O7V8?aidyB2cv-FbZnTamvl9pX I XmuVjVMJ OQ2YI7dU I88eQ R8xZKw3U
6-3-12 12-4-0 15-0-14 19-7-3 2Q-2-14 24-1-8
6-3-12 6-0-4 I 2-8-13 • 4-6-5 0-7-11 3-10-10
4x4= Scale=1:43.6
3
s 4x7=1.5x4 I I 1.5x4 I I
5.00 12 4 5 3x4= 7
13
• 14 8
4x4
2
�i
a 12 m
N N
rir
2x5 114
1
0•••••• .„
u sj
' 10 15 16 lk
9
113x4= 6x6= 3x8= 5x5a
6-3-12 8-3-13 15-0-14 24-1-8 I
6-3-12 2-0-1 6-9-0 9-0-10
Plate Offsets(X,Y)-- (4:0-3-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.18 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.32 9-10 >903 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:146 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing.
WEBS 1 Row at midpt 2-11
REACTIONS. (lb/size) 8=882/0-3-8,11=882/0-5-8
Max Horz 11=274(LC 11)
Max Uplift 8=-379(LC 9),11_312(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1184/584,3-4=-996/554,4-5=-943/507,5-6=-943/507
BOT CHORD 10-11=-698/1102,9-10=-520/855,8-9=-338/536
WEBS 3-10=-148/395,5-9=-569/369,3-9=-111/279,2-11=-1151/471,6-8=-878/467,
6-9=-296/714
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2)
12-4-0 to 15-0-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water 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,with BCDL=10.0psf.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
8=379,11=312.
mi
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE AM-7473 rev.10032015 BEFORE USE -•
Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an hdvldud bulding component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of hc9vkducd truss web and/or chord members only. Additional temporary and permanent bracing Milt*"
Is always requited for stability and to prevent collapse with possible personal him and property damage. For general gukla ce regarding the
fabrication,storage,delivery,erection and txackng of trusses and truss systems seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Binding Component 6904 Parke East Blvd.
Safely Information avdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312.14exandna.VA 22314. Tampa.FL 33610
Job Truss Truss Type • Qty IR). Oliver Res /West Indies C
I T11008723
J170233 809 Hip 1 1 1
I I IJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:56 2017 Page 1
I D:3cR Vn9hnna4ox8O7V8?aidyB2cv-jo79hwnXW TxOvhL42Q0brcyEkhSf DAbp-_IA_hNzKw3T
5-11-6 6-3-12 11-7.3I 17-0-14 17-9.10 24-0-0 244-8
5-11-6 0.4 5-3-7 5-5-10 6-8-12 6-2-6 0-1-8
Scale=1:41.6
5x5= 1.5x4 i I 4x4=
3 12 13 4 14 5
4 n
5.00 Fr
4x4 11
2
0
_m
•
•••••••1;4000110. \ $ 'rl0
2x5 I �
1
P
V r
d•
Zi a pi.
i 8 15 16 17
9 3x4= 7 6
6x6= 3x8=
3x611
I 5-11-6 6-3-12 8-3-13 11-7-3 i 17-0-14 1+7-9-10 24-1-8
5.11-6 0-4-7 2-0-1 3-3-6 5-5-10 6-8.12 6-3-14
Plate Offsets(X,Y)-- (8:0-3-0.0-3-4]
LOADING
(psi) I SPACING- 2-0-0 CSI. I DEFL in (loC) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.18 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.36 7-8 >804 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.74 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:142 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing.
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-9
T-Brace: 2x4 SP No.2-3-7
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,6in o.c.,with 3ln minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 6=882/0-3-8,9=882/0.5-8
Max Horz 9=295(LC 9)
Max Uplift 6=-437(LC 9),9=-311(LC 12)
Max Gray 6=904(LC 17),9=882(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1186/576,3-4=-765/457,4-5=-765/457,5-6=-827/470
BOT CHORD 8-9=-773/1128,7-8=-598/897
WEBS 5-7=-525/1004,2-9=-1151/460,4-7=-394/336,3-8=-148/382
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=aft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-7-3,Exterior(2)
11-7-3 to 15-10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water 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 20.0psf 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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)
6=437,9=311.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 991.7473 rev.16031016 BEFORE USE. mit
Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual bolding component.not
a truss system.Before use-the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent troc.Ing MiTek'
is always required for stabAtty and to prevent collapse with possble personal k>luy and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/,PI1 Qualify Criteria.DS8-89 and SCSI Bulking Component 6904 Parke East Bled.
Safely Informallon avdable from Truss Plate hssttute.218 N.Lee Street,Stile 312,Ajexadrks-VA 22314. Tampa.Fl. 33610
Job Truss Truss Type Qty I Ply Oliver Res /West Indies C
7110087241
J170233 B10 Hip 1 i 1
I Job Reference(optional) I
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:57 2017 Page 1
ID3cRVn9hnna4ox8O7V8?aidyB2cv-B_hYuGoAGm3FXrwGc8XgOpVRo5orydvyDyvXDgzKw3S
I
6-3-12 11-6 11-7-3 I 13-7-3 I 17-0-14 17-9-10 22-0-0 i 24-1-8
6-3-12 O.7-9 4-7-14 2-0-0 3-5-10 0-8-12 4-2-6 2-1-8
3x5= Scale=1:45.1
1.5x4 I I 5x5=
4 5 14 6 o4 II
3x4 8 ' � 7
3
5.00 12 1,
13
I\
4x4
2
ae. so
\ —
I, 12 M
I �
2x6 II 0
1
5
10 15 16 17 18
it 9 8
3x4= 6x6--7 3x8= 61c6=
6-3-12 11-68-3-13 11-7-3 13-7-3 17-0-14 22-0-0 24-1-8
I 6-3-12 6-7-9 1-4-8 { 3-3-6 I 2-0-0 l 3-5-10 4-11-2 I 2-1-8
Plate Offsets(X,Y)-- [4:0-2-8,0-2-71,[10:0-3-0,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.16 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.36 9-10 >797 180
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:154 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-4 oc bracing.
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-11
T-Brace: 2x4 SP No.2-3-9
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131'x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 8=882/0-3-8,11=882/0-5-8
Max Horz 11=310(LC 11)
Max Uplift 8=-363(LC 9),11=-311(LC 12)
Max Gray 8=900(LC 19),11=882(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1189/571,3-4=-684/429,4-5=-643/426,5-6=-643/426
BOT CHORD 10-11.-752/1150,9-10.600/898,8-9=-221/278
WEBS 6-9=-360/744,2-11=-1163/463,3-10=-125/398,3-9=-319/254,6-8=-838/537
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-7-3,Exterior(2)
13-7-3 to 23-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water 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 20.0psf 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.Opsf.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib)
8=363,11=311.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 615.7473 rev.10W32015 BEFORE USE
Design wild for use only with Ml lokE,connectors.this design Is txsed only upon parameters shown,and Is for an Individual building component.not11111
a truss system.Before use.the building designer must verity the alvIlcabllty of design pciameters and properly haorxxate this design Into the overdl l�
bulling design. Bracing Indicated Is to prevent buckling of indlvkival truss web and/or chord members only.Additional temporary and permanent tracing Ml lei•
Is always requked for stabBtiy and to prevent collapse with rxasble personal injury and property damage. For general galdari;o regarding the
fabrication.storage.delivery.erection and bracing of trusses and fuss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Padre East Blvd.
Safely Informallon available from Inas Plate Institute,218 N.lee Street,Suite 312,Atexardrki VA 72314. Tampa.FL 33610
Job Truss Truss Type qty j Ply Oliver Res /West Indies C I
TI1008725
J170233 B11 Hip 1 1 I
Job Reference(optional) J
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:57 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-B_hYuGoAGm3FXrwGc8XgOpVS?5o0yg9yDyvXDgZKw3S
I 6-3-12 i 7-11-6 11-7-3 15-7-3 20-0-0 I 22-0-0 I 24-1-8 I
6-3-12 1-7-9 3-7-14 4-0-0 4-4-13 2-0-0 2-1-8
4x4= 5x5= Scale=1:48.7
4 5 12
El N
3x4% ar4 II
5.0012 3 \ 6
4x4
M2 ir/\s‘
I0
i7.
11 ch6
3x4 II 4.
1 �•
I � \ I
flirt mor El r
9 13 14 8 15 16
10 7
3x4= 6x6= 3x8= 6x6=
6.3.12i 7.11-68-p-)3 11-7-3 15.7.3 117-0-14 i 20-0-0 24-1-8 I
6-3-12 1-7-9 0-4-8 3-3-6 4-0-0 1-5-10 2-11-2 4-1-8
Plate Offsets(X,Y)-- (9:0-3.0,0-3-4)
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (IOC) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.27 8-9 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.53 Horz(TL) 0.04 7 rVa n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:157 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing.
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-10
T-Brace: 2x4 SP No.2-5-7
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,61n o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 7=882/0-3-8,10=882/0-5-8
Max Horz 10=325(LC 11)
Max Uplift 7=-323(LC 12),10=311(LC 12)
Max Gray 7=908(LC 19),10=882(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1183/573,3-4=-665/424,4-5=-587/418
BOT CHORD 9-10=-728/1151,8-9=-597/934,7-8=-302/437
WEBS 2-10=-1143/456,3-9=-106/360,5-7=-841/491,3-8=-467/293,5-8=-240/603
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45th L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-7-3,Exterior(2)
15-7-3 to 20-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water 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,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=1b)
7=323,10=311.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
0 WARNING-Verily design parameters and READ NOTES ON 114$AND INCLUDED MITER REFERANCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. is
Design valid(or use only with Wok®connectors.this design Is based only upon rxaarneters shown.and is for an individual building component,not
a truss system.Before use-the building designer must verify the appllcaMlty of rresign parameters and properly!moil KNOW this doslEtn into the overall
bolding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
k always required for stabllty and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Cdteda,DSB-89 and BCSI Bulding Component 6904 Parke East Blvd.
Safety Information available Horn Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tarpa,FL 33610
;Job ITruss Truss Type r Oty Ply Oliver Res/West Indies C
T11008726
J170233 B12 Hip 1 1
Job Reference(optional) ;
Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:58 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-fAEw5coo14B69_VTAr23w 12b3V75h8j5Rcf51GzKw3R
I 63.12 I 11-7-3 I 17-7-3 18-Or0 20-0-0 I 24-1-8
6-3-12 5-3-7 6-0-0 0-4- 3 2-0-0 4-1-8
4x4= Scale=1:51.3
4
12
12
5"
12 3x4 11 13
.00 5x5 C
5
3
4
iI1IIII\ I
•
OP
3x4 IIil r
383 8 14 15 7 16 3x6 I I s
x4= 6x6=
141A-0
6-3-12 i 8-3-13 11-7-3 I 17-7-3 17.8 tO 260-0I 24-1-8
6.3-12 2-0-1 3-3-6 6-0-0 0J2 4 2.0-0 4-1-8
02.6
Plate Offsets(X,Y)-- 18:0-3-0.0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 7-8 >999 240 i MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 7-8 >626 180
BCLL 0.0 * Rep Stress Inch YES WB 0.44 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:148 lb FT=20°b
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
OTHERS 2x4 SP No.2 WEBS
1 Row at midpt 2-9
T-Brace: 2x4 SP No.2-3-7
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131'x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (Ib/size) 9=882/0-5-8,6=882/0.3.8
Max Horz 9=341(LC 11)
Max Uplift 9=-311(LC 12),6=-323(LC 12)
Max Gray 9=882(LC 1),6=896(LC 19)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1185/559,3-4=-606/390,4-5=-600/369,5-6=-837/468
BOT CHORD 8-9=-693/1142,7-8=-570/922
WEBS 2-9=-1143/436,3-8=-95/381,3-7=-559/332,5-7=-345/695
NOTES-
1)
OTES1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=2411;eave=oft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 17-9-10,Exterior(2)
17-9-10 to 22-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;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 psi bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsl 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.Opsf.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
9=311,6=323.
6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
(
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED PARER REFERANCE PAGE MM-7473 rev.10173/2015 BEFORE USE.
111111
Design valid for use only with MITelra)connectors.his design Is based only upon parameters shown,and Is for an hdivlckwl bolding component,not
a truss system.Before use.the building designer must verify the applicability of design paameters and properly incorporate orbs design Into the overall
buffing design. Bracing indicated Is to prevent buckling of lndMdud truss web and/or chord members only.Adclttond temporary and permanent bracing MiTek
Is always requked to sktelty and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the
klirk:atlorn,storage.delivery,erection and b racklg of trusses and truss systems,seeANSl/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely INormalton avalal4e from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314., Tampa.FL 33610
Job Truss Truss Type , Qty Ply Oliver Res /West Indies C
T11008727
J170233 B13 Common 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:58:59 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-7NotJxpQo0Jzn84lkZZITEampvTKQbKFgGOelizKw3Q
6-3-12 11-7-317-9-10 24-1-8
6-3-12 i 5-3-7 6-2-6 I 6-3-14
4x4= Scale=1:51.3
t 4
11 12
5.00 FW 3x4 5x5
3 5
4x4-----0 110
-
in
_m \
97 13 14 7 15 2x5116
3x4 6x6=
3x8-
1
6-3-12 8-3-13 I 11-7-3 17-9-10 24-1-8
6-3-12 2-0-1 3-3-6 6-2-6 6-3-14
Plate Offsets(X,Y)-- [8:0-3-0,0-3-41 -
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 7-8 >626 180
BCLL 0.0 • Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:148 lb FT=20%
-- - — — L
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-9
T-Brace: 2x4 SP No.2-3-7
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.1315(3")nails,6in o.c.,with 31n minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 9=882/0-5-8,6=882/0-3-8
Max Horz 9=341(LC 11)
Max Uplift 9=-311(LC 12),6=323(LC 12)
Max Gray 9=882(LC 1),6=896(LC 19)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1185/550,3-4=-606/379,4-5=-600/361,5-6=-837/455
BOT CHORD 8-9=-675/1142,7-8=-548/922
WEBS 2-9=-1143/427,5-7=-327/692,3-8=-98/381,3-7=-562/318
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
1 II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 17-9-10,Exterior(2)
17-9-10 to 20-9-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60
late grip DOL=1.60
p
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 fit between the bottom chord and any other members,with BCDL=10.0psf.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
9=311,6=323.
6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
� I �
0 WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10W3/2015 BEFORE USE. Mt
Design valki for use only with Mflebb connectors.this design is based only upon parameters shown,and Is for an k dlvtdcal building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for skabltty and to prevent collapse with possble personal i luy and property damage. For general gridcrice regarding the
fabrication,storage,delivery,erection and bracing of trusses and muss systems.seeANSI/IP11 Guilty Cdt ria,058.89 and BCSI Building Component 6904 Parke East Bird.
Safety Information avclabie from Trus Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type r Ory Ply Oliver Res /West Indies C
T11008728
J170233 C01 Half Hip Girder 1 1
L— I Job Reference(optional) _
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:00 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-bZMgW Hg2ZhRgOIerHG4X0S7s__JoA9x5Ovw8Cg9zK1v3P
7-0-0 11-7-12 16-7-0
i 7-0-0 4-7-12 } {
4-11-4
Scale=1:34.7
NAILED
NAILED 4x7=
NAILED NAILED
5x5- 6x10=
NAILED 3x4= NAILED
2 10 11 3 12 13 14 16 4
l5.00 nr nn ICI n nn n �rITh
sxs i al
a
IA
N
( i • nn 18 nn nn no mr-
16 17 6 18 19 20 21 22 5
7 HTU26 HTU265x10— NAILED NAILED NAILED NAILED 6x6_
5x10 MT2OHS I I
NAILED NAILED
7001670 I
7-0-0 9-7-0
Plate Offsets(X,Y)-- ]6:0-3-8,0-3-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.14 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.28 5-6 >709 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(TL) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing.
WEBS 2x4 SP No.2
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 7=1351/0-5-8,9=1454/0-3-8
Max Horz 7=149(LC 5)
Max Uplift 7=-709(LC 8),9.807(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1784/889,2-3=-1585/868,5-8=-595/1182,4-8=-595/1182,1-7=-1064/541
BOT CHORD 6-7=-311/312,5-6=-774/1236
WEBS 2-6=-114/353,3-6=-169/546,3-5=-1385/861,1-6=-58511284
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf 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.
7)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
7=709,9=807.
9)Use Simpson Strong-Tie HTU26(20.10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.
starting at 3-0-12 from the left end to 5-0-12 to connect truss(es)to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)"NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
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
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2.54,2-4=-54,5-7=-20
Continued on nage 2
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE. mill
Design valid for use only with Mllelat9 connectors.lNs design Is based only upon parameters shown,and Is for an individual building component,not
a Irras system.Before use,the Miring designer must verify the applicability of design parameters and property Incorporate this design Into the overall ;�
buldng design. BracIng Indicated Is to prevent bucidInindividual g of truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
Tek"
B always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Ctiterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdkvle from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type •
Qty Ply Oliver Res/West Indies C
T11008728
J170233 CO1 Half Hip Girder ! 1 1 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:00 2017 Page 2
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-bZMgWHg2ZhRgOIerHG4X0S7s_JoA9x5OVW8Cg9zKW3P
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:2=-117(B)6=-60(B)10=-117(B)11=-117(B)12=-117(B)14=-117(B)15=-130(B)16=-322(B)17=-228(B)18=-60(B)19=-60(B)20=60(B)21=-60(B)22=-66(B)
t
V WARNING-Verify dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/032015 BEFORE USE +
Design valid for use only with Mllek&connectors.this design Is based only upon parameters shown.and Is for an individual bulking component,not
a truss system.Before use,the balling designer must verity Ito applicatiity of design parameters and properly incoilxxate this design Into the overall
building design. Racing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addiionol temporary and permanent txocing MiTek'
Is always reyuked kx slobitty and to prevent collapse with possible personal miry and property dornago. kx general gukkrice reg=ding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Bulling Component 6904 Parke East Blvd.
Safely Information avcAabie from Trus Plate institute,218 N.Lee Street.Suite 312,Alexandda.VA 22314. Tampa.FL 33610
Job Truss Truss Type r Oly Ply Oliver Res/West Indies C
TI1008729 i
J170233 CO2 Half Hip 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:01 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-41w2kdrgK?ZhOSD2r_cmYfg6_IAOuW dY7atIMbzKw3O
4-7-12 9.0.0 16-6-0
4-7-12 4-4-4 I 7-6-0
4x7= Scale=1:34.4
4x4= 5x10=
3 11 12 4
1 5.00 12 N •
5xs
2
,o �� N
L SI-8
2x4 :I
t o 11c2
V
►� 6 5
7 3x5=
3x8= 2x4 11
9-0-0 16-6-0
9-0-0 I 7-6-0
Plate Offsets(X,Y)-- 14:0-2-8,0-2-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.16 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Verl(TL) -0.40 6-7 >485 180
BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.37 Horz(TL) 0.06 9 ria n/a
BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MSH _-- Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 7=599/0-5-8,9=566/0-3-8
Max Horz 7=177(LC 9)
Max Uplift 7=-188(LC 12),9=-264(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-615/265,3-4=-524/287
BOT CHORD 6-7=-499/614
WEBS 4-6=-307/540,2-7=-633/280
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-0-0,Exterior(2)9-0-0
to 13-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
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 20.0psf 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.
5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
7=188,9=264.
1 I
a WARNING-Vail),design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PACE M1-7473 rev.10/03/2015 BEFORE USE. Mr
Design valid for use only with tvtlleka connectors.This design Is based only upon parameters shown.and Is for an individual bulking component.not
a buss system.Before use.the buNcli ng designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek'
Is always req Ued for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,D58-89 and 8051 BulklIng Component i 6904 Parke East Blvd.
Safely Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexa ndrra.VA 22314. Tampa.FL 33610
Job Truss Truss Type qty Ply Oliver Res /West Indies C
, T11008730
J170233 CO3 1 Half Hip 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:01 2017 Page 1
I D:3c RV n9hnna4ox8O7V8?aidyB2cv-41w2kdrg K?ZhOSD2r_cmYfg8NiG Pu U nY7a11MbzKw30
I
5-7-12 11-0-0 16-6-0
5-7-12 5-4-4 5-6-0
457= Scale=1:39.1
4x7-
6x8=
3 13 14 4
5.00 12
•
AN
% IMP3x4� 12
It
2
N
11
355 �
1 l—s2 10
14
fj o
M- N
r
OM 7 6 5
8
1.5x4 II 3x5= 354= 3x4=
5-7-12 11-0-0 16-6-0
5-7-12 i 5-4-4 5-6-0
Plate Offsets(X,Y)-- [3:0-5.4,0-2-0)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.07 7-8 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) 0.05 10 n/a n/a
BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MSH _ Weight:109 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8
Max Horz 8=201(LC 9)
Max Uplift 8=-177(LC 12),10=-242(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-776/279,2-3=-477/193,5-9=-233/437,4-9=-233/437,1-8=-548/251
BOT CHORD 7-8=-320/232,6-7=-477/670,5-6=-277/390
WEBS 2-6=-342/242,3-6=-89/344,3-5=-508/310,1-7=-162/610
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psF BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2)
11-0-0 to 15-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water 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)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=177,10=242.
1 �
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 nv.101032015 BEFORE USE mg
Design valid for use only with Mllekl:connectors.This design 8 based only upon perameters shown.and Is for an Individual bolding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly kscoip rate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent cdicpse with possible personal injury and properly damage. For general guidance regarding the
fcYnkatIon,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPl T Quilty Criteria,DSB-89 and SCSI Bulling Component 6904 Parke East BNd.
Safety information avallabie from Truss Plate institute,21814.Lee Street,Suite 312.Alexanckla,VA 22314. Tampa,FL 33610
IJob Truss Truss Type Oty Ply Oliver Res /West Indies C
I T11008731
,J170233 C04 I Half Hip 1 1
I I iJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:02 2017 Page 1
I D:3cRVn9hnna4ox8O7V8?aidyB2cv-YyUOxzrlsJhYecoE Ph7?5tCGE6aPdx0hMEdlut zKw3N
6-7-12 13-0-016-6-0
6-7-12 6-4-4 3-6-0
4x7= Scale=1:40.2
64=
3 4
.ems ri
5.00 12
12
3x4
2 - 4x7=
eit
N
in
•
11
3x6 gggg_4x7=
1 t 10
I
IrA q
N
A �� a.
a 7 6 5
8
2x4 3x6-= 3x4= 3x4=
6-7-12 13-0-0 16-6-0
6-7-12 I 6-4-4 I 3-6-0
Plate Offsets(X,Y)-- 13:0-5-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.04 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.11 7-8 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.49 Horz(TL) 0.04 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:117 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8
Max Horz 8=225(LC 9)
Max Uplift 8=-164(LC 12),10=-255(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-779/231,2-3=-347/109,5-9=-310/510,4-9=-310/510,1-8=-540/233
BOT CHORD 7-8=-363/268,6-7=-458/664,5-6=-200/257
WEBS 2-6=-486/305,3-6=-119/382,3-5=-530/324,1-7=-97/575
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45fh L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-0-0,Exterior(2)
13-0-0 to 15-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
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 20.0psf 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.
5)Bearing at joint(s)10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=164,10=255.
i
0 WARNING-Valk design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1093/2015 BEFORE USE NI
Design vaild for use t,not
a system.Before uso.the�designer must verify the applicabwith Mild&connectors.lhls design is based ility of di n parameters and properly Incorporate this arameters shown,and Is for an individual design Into thenoverdl
building design.Bracing tndlcated Is to prevent budding of Intlivldual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal trim and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/1PI1 awry Cdterla,058-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdiable from Truss Plate Institute.218 N.Lee Street-Suite 312.Alexandria,VA 22314. Tampa,FL 33610
i Job Truss Truss Type , qty Ply Oliver Res/West Indies C
111008732
J170233 CO5 Half Hip 1 1
,Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:03 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-082p9JswscgPFmNQzPeEd41OsW uQM N3rbuMsRTzKW3M
7-7-1215.0.0 , 16-6-0
7-7-12 7-4-4 ' 1-6-0
4x7= Scale=1:46.0
6x8=
3 4
iwl T
5.00 12
12
3x4 i l
2 in 4x7=
•
11
5x5 \.ii ■ 4x7=
1 r'+ 10
4
\ c
tf N
11
*Mr
B 7 6 $
3x4 I 4x4= 4x4=
I 7-7-12 15-0-0 ;1x416.6.0 1
7-7-12 7-4.4 1-6-0
Plate Offsets(X,Y)-- ]3:0-5-4.0-2-4]
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.07 7-8 >999 240 MT20 244/190
TCDL 7.0 j Lumber DOL 1.25 BC 0.67 Vert(TL) -0.18 7-8 >999 180
BCLL 0.0 ' Rep Stress Ind YES , WB 0.56 Horz(TL) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH L Weight:126 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing.
OTHERS 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.2-2-6
4-9:2x6 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131`x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8
Max Horz 8=249(LC 9)
Max Uplift 8=-149(LC 12),10=270(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-767/184,5-9=-445/596,4-9=-445/596,1-8=-532/218
BOT CHORD 7-8=-410/308,6-7=-429/645
WEBS 2-7=0/267,2-6=-619/366,3-6=-118/480,3-5=-574/322,1-7=-28/522
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24ft;eave=oft;Cat.
II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-0-0,Exterior(2)
15-0-0 to 15-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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 20.0psf 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.
5)Bearing at joint(s)10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
8=149,10=270.
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
mi.0 WARNING-Verily design p rarn.rsra and READ NOTES ON THUS AND INCLUDED MrTER REFERANCE PAGE MA-7473 rev.1O.WSO16 BEFORE USEDesign valki for use only with Mllek®connectors.Rik design k based only upon parameters shown-and k for an W dIsid al building component,not
a truss system.Before use,the bulding designer must verify the ap plicablity of design parameters and property incorporate Bilk design Into the overdlbuilding design. Bracing Indicated is preventchord budding of Individual truss web and/or ch d members only.Additional temporary and permanent bracing M i l;�
ei'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general aridcnce regarding the
fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1PI1 Quality Cdferta,DSB-89 and BCSI Buldng Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria-VA 22314. Tampa.FL 33610
I Job Truss Truss Type City Ply Oliver Res /West Indies C
T11008733
J170233 C06 Monopitch 4 1
Job Reference(option)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:04 2017 Page 1
ID:3cRVn8hnna4ox8O7V8?aidyB2cv-UKcBMftZdwyGtvycW 69TAI IgPwC35gk_gY6PzwzKw3L
5-7-3 10-10-13 16-6-0
5.7.3 i 5-3-11 I 5-7-3
4x10= Scats=1:46.7
4
5.0012 3x4
3
Ti 4x7=
- 4x4 c
2I gr joc.
10
2x4 II I 4x7=
1 A 9
:
o
�
r o
N
is M
6 11 12 5
73x4= 3x4=
4x4=
83.0 16-6-0
8-3-0I
i 8-3-0 I
LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Lid I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.11 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.24 6-7 >827 180
BCLL 0.0 ' Rep Stress her YES WB 0.54 Horz(TL) -0.04 9 n/a n/a
BCDL 10.0 i Code F8C2014/TPI2007 Matrix-MSH %
I Weight:113 lb FT=20
t
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 7=599/0-5-8,9=566/0-3-8
Max Horz 7=260(LC 9)
Max Uplift 7=-142(LC 12),9=-277(LC 12)
Max Gray 7=599(LC 1),9=571(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-637/168,5-8=-207/486,4-8=-207/486
BOT CHORD 6-7=-431/648,5-6=-258/403
WEBS 3-6=-127/395,3-5=-530/296,2-7=-648/118
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45it;L=24ft;eave=4it;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-10-12 zone;
cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi 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,with BCDL=10.0psf.
4)Bearing at joint(s)9 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
7=142,9=277.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE
ll•
Design valid for use only with MilekS)connectors.This design is based only upon parameters shown.and Is for en Individual holding component.not
a truss system.Before use.the bulking designer must verify the amicability of design parameters a d property Incorporate.this design Into the ovrnoll
balding d &
esign. acing Indicated Is to prevent bucklingweb and/or of Individual truss weand/or chord members only.Additional temporarybracing and permanent Mi ii�
ek•
Is always req ired for stability and to prevent collapse with possible personal bury and properly damage. For general guidance regaidkig the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avcilable from mass Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 1 Oliver Res /West Indies C
111008734
J170233 001 Half Hip Girder 1 1
;Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:04 2017 Page 1
ID:3cRVn9hnna4ox807V8?aidyB2cv-UKcBMItZdwyGtvyc W69TAI IghwLf5xF_gY6PzwzKw3L
3-0-0 I 7-0-0
3-0-0 4-0-0
4x7= Scale=1:19.7
Special NAILED 1.5x4 II
5.00 71.7 2 7 3
3x4
1
ttl♦.
,/ B 5 9 4
3x4 = NAILED
6 NAILED 3x4 =
1.5x4 I I Special
SPECIAL INDICATES THAT NOT ALL HANGERS
HAVE BEEN DESIGNED.TYPICAL.
3-0-0 7-0-0
3-0-0 4-0-0
Plate Offsets(XV)-- F2:0-5-0,0-2-0)
-r-
LOADING
LOADING (psf) SPACING- 2-0-0 • CSI. DEFL in (hoc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 " Rep Stress Incr NO WB 0.12 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix MSH Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=352/0-5-8,4=342/Mechanical
Max Horz 6=118(LC 5)
Max Uplift 6=-208(LC 8),4=-248(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-345/239,1-6=-326/210
BOT CHORD 4-5=-260/302
WEBS 2-4=-359/278,1-5=-217/321
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=24ft;eave=oft;Cat.
It;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s)for truss to truss connections.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
6=208,4=248.
8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)72 lb down and 166 lb up at
3-0-0 on top chord,and 97 lb down and 105 lb up at 3-2-2 on bottom chord. The design/selection of such connection device(s)is
the responsibility of others.
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(plf)
Vert:1-2=-54,2-3=-54,4-6=-20
Concentrated Loads(Ib)
Vert:2=-18(F)5=-85(F)7=-18(F)8=-66(F)9=-12(F)
1 �
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7477 rev.10/03/2015 BEFORE USE.
Design valid for use only with Mlieks:connectors.Ibis design is based only upon parameters shown.and is for an individual building component.not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
bullring design. Bracing indicated is to prevent buckling 01 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always requked for stability and to prevent collapse with passible personal(Wry and property damage. For general gukkrice regrxdksg the
fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Oliver Res /West Indies C
T11008735
I
1,1170233 D02 Half Hip 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:05 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-yW AZZ?uBOE47V3Xp4pgijVggeKgHqPS72CrzVMzKw3K
5-0-0 7-0-0
5-0-0 { 2-0-0 i
4x7= Scale=1:23.4
1.5x4 .1
2 3
5.00 i'
3x47
d 1
IN 11111111111Miliftftm•— mm MIN '
;= 5 4
6 3x5= 3x4=
1.5x4 II
5.0.0 7-0-0
5-0-0 2-0-0
Plate Offsets(X,Y)-- 12:0-5-0,0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.02 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.05 5-6 >999 180
BCLL 0.0 • Rep Stress lncr YES WB 0.06 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:44 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=248/0-5-8,4=248/Mechanical
Max Horz 6=159(LC 9)
Max Uplift 6=-83(LC 12),4.128(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 5-6=-283/206
WEBS 2-4=-257/250
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=251h B=45ft;L=24tt;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-0-0,Exterior(2)5-0-0
to 6-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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 20.0psf 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.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)
4=128.
L �
A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10,03/2015 BEFORE USE. milt
Design valid for use only with MI lek0 connectors.this design 8 based only upon parameters shown,and Is for an individual building component.not
a truss system.Before use.the building designer must verify the applicability o1 design parameters and properly Incorporate this design Into the overall
baking design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property ckxnage. for general guidance regarding the
fabxk:atkn.storage,delNery,erection and bracing of trusses and truss systems,seeANSI/lPll Quality Criteria.DSB-89 aril BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tempe,FL 33610
Job Truss 'Truss Type qty Ply Oliver Res /West Indies C
711008736
J170233 E01 ,Monopitch Supported Gable 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:06 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-OjjxnLvp9XC_6D6?eXBxFjN1Oj2nZlrHHsbW IozKw3J
-1.6-1I 4-8-0 10-2-8 10.4.0
1-6-1 4-8-0 5-6-8 O-II.B
2x4 I Scale=1:35.1
5.00 12 9
•
Isil
8
16 i
7
6 j
2x4 II -d
u 4 1;
2x4 II 17
.44
4x4 4 3
2
1.flv� i !
Job Truss Truss Type r Qty Ply Oliver Res/West Indies C
111008737
J170233 E02 Monopitch 9 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:06 2017 Page 1
10:3cRVn9hnna4ox8O7V8?aidyB2cv-QjjxnLvp9XC_6D6?eXBxFjNOmjOgZp?HHsbW 1 ozKw3J
I 5.2.0 , 10-4-0
5-2-0 5-2-0
2x4 I i Scale=1:35.1
3
5.00 712
9
3x4
2
8
3x5
1
r
00
aD
Y
Id
►� 6 5
7 4
1.5x4 11 3x4= 3x5
5-2-0 10-4-0 I
5-2-0 5-2-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.04 6-7 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.23 Horz(TL) 0.01 5 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:62 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing.
REACTIONS. (lb/size) 7=367/0-5-8,5=372/Mechanical
Max Horz 7=266(LC 11)
Max Uplift 7.120(LC 12),5=-144(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-392/204,1-7=-321/227
BOT CHORD 6-7=-419/355,5-6=-325/404
WEBS 2-5=-381/285,1-6=-98/292
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=451t;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-12 zone;cantilever
left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb)
7=120,5=144.
4
0 WARNING.Verily design pan maters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MIleklD connectors.this design Is Lxrsod only upon parameters shown,and is for an Individual building component.not
a truss system.Before use.the building designer must verify the<rpp icablity of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent txacing MiTek*
Is always required for stability and to prevent collapse with posst,le personal Inpey and property damage. For general giacnce regarding the
fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Croda.DSB- 9 and SCSI Building Component 6904 Parke East Blvd.
Safety Inlomnalon avalable from Truss Plate Institute.218 N.Lee Street.Sulte 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type pry Ply Oliver Res /West Indies C
T11008738
J170233 GOt Monopitch Supported Gable 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:23 2017 Page 1
I D:3cRVn9hnna4ox807V8?aidyB2cv-Q_FNL96T9mLZfgvG8b?wRIa?W atol YKnB?Cw8JzKw32
7-8-0
7-8-0
Scale=1:14.4
2x4 I I
4
3.00 12 2x4 11
3
8
2
11
... . ................:.:.:..:.:...:........................................................................................................
7 6 5
3x4 6x6 — 1.5x4 ll 1.5x4
7.9.8
7-9-8
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress'nor YES WB 0.03 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2
REACTIONS. All bearings 7-9-8.
(Ib)- Max Horz 1=54(LC 9)
Max Uplift All uplift 100 lb or less at joint(s)1,5,6,7
Max Gray All reactions 250 lb or less at joint(s)1,5,6,7
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25it;B=45ft L=24ft;eave=21t;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)1-5-5 to 4-5-5,Exterior(2)4-5-5 to 7-6-4 zone;cantilever left
and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 2-0-0 oc.
5)This truss has been designed for a 10.0 psi 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 chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,6,7.
1 �
0 WARNING-Varffy design paramMors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 row.10W3t2015 BEFORE USE.
Design valid for use only with Mlleklo connectors.This design Is based only upon parameters shown.and Is for an ksdlvIdual building component,not
a truss system.Before use,the building designer must verily the applicability of design txrameters and properly kncoxlxxafe this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek'
Is always required for stability and to prevent calcpse with possible personal Injury and property damage. For general gukknce regarding the
fabrication,storage.delivery,erection and bracing of Busses and Inas systems seeANSIJlPi t Quality Criteria.DSB-89 and SCSI Bulldog Component 6904 Parka East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Sutlo 312.Alexandria,VA 22314. Tampa,FL 33610
Job I Truss Truss Type t Oly Ply ! Oliver Res /West Indies C
711008739
J170233 G02 Monopitch 8 1
Job Referencjoptional)
Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:23 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-Q_FNL96T9mLZfgvG8b?wRlaphalr1YpnB?Cw8JzKw32
7-8-0
II
7-8-0
Scale=1:16.6
1.5x4 II
3
3.00 riY 1
10
3x4
2
1�
1•
•
II
N I.i
• 5
3x8 1 4
1.5x4 I
I 7-9-8
7-9-8
Plate Offsets(X,Y)-- 11:0-3-8,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 5-8 >631 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.38 5-8 >241 180
BCLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(TL) 0.07 1 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 3-0-0
REACTIONS. (lb/size) 1=278/0-3-8,5=284/Mechanical
Max Horz 1=77(LC 11)
Max Uplift 1=-61(LC 8),5=-68(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-564/60
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pSh BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-6-4 zone;cantilever left
and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*19.7473 raw.16/034015 BEFORE USE. I Nil"
Design valid for use only with Mileklo connectors.This design is based only upon parameters shown,and Is for an individual holding component.not
a truss system.Before use,the bulking designer must verify the appllcaMlty of design parameters and properly incorporate this design Into the overall
building design.Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Addlttonal temporary and permanent irrackrg Mel(
is always requited for stablity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and tracing of trusses and truss systems seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component I 6904 Parke East Blvd.
Safety Information avalcble from Inas Plate Institute,218 N.lee Street,Suite 312.Alexarrdla.VA 22314. Il Tampa.FL 33650
Job I Truss Truss Type , Qty I Ply Oliver Res /West Indies C I
T11008740
J170233 G03 Monopitch 2 I 1 IJob Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:24 2017 Page 1
ID:3cRVn9hnna4ox807V8?aidyB2cv-uApIZV65v3TQG_UShJ W 9_W 73U_6tmymwOfyTgmzKw31
4-8-0 I 9-4-0
, 4-8-0 4-8-0
1.5x4 I'. Scale=1:19.8
4
3.00112
11
1.5x4
3
11—
3x4
2 ' ,
of
1 1�
1
r—
i � 1 ' a Ii
6
3x8 H 3x6= 5
9-5-8 I
9-5-8
Plate Offsets(X,Y)-- 11:0-3-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DE FL. In (100) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 6-9 >978 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.28 6-9 >389 180
BCLL 0.0 Rep Stress!nor YES WB 0.21 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:44 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 3-0-0
REACTIONS. (lb/size) 1=340/0-3-8,6=345/Mechanical
Max Horz 1=92(LC 11)
Max Uplift 1=-74(LC 8),6=-83(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-791/214
BOT CHORD 1.6=-263/537
WEBS 3-6=-512/239
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-2-4 zone;cantilever left
and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 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 the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6.
V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10V3/201S BEFORE USE.
Design valid for use only with MllekD connectors.This design is Lensed only upon pxaameters shown-and Is for an Individual bidding component.not
a truss system.Before use.the building designer must verify the oi4Alcr ltty of design parameters and properly Incorporate this design Into the overall
biding design. Bracing Indicated Is to prevent buckling of Indlykluci tr ss web and/or chord members only.Additional temporary aril permanent tracing MiTek•
Is always required for sknbllty and to prevent collapse with possible personal kitty and property dancroe. For general guidance reaming the
kibricatkon,storage.delivery,erection and bracing of Messes and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd.
Safely Information avala ale from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. i Tampa,FL 33610
Job Truss Truss Type a Qty Ply Oliver Res/West Indies C
T11008741
J170233 H01 Roof Special Structural Gable 2 1
1 _ Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:25 2017 Page 1
ID:3cRVn9hnna4ox807V8?aidyB2cv-NNN7mg7kgNbHu83IF01 OWjfHnOOgVPr4fJhOCCzKw30
4-3-4 8-3-0 11-11-9 13108 , 15-10-8 l 2317.1a8 19.108 21.10-8
~— 4-3-4 I 3-11-12 369 -} 1-tats 2-0-0 0- it 1.0-3 [ 2.0-0 l 2-0-0
5x5= Scale=1:50.4
3 22
10.00 FIT
1.5x4 I 21
4 6x6 3.00 12
2x4 I I
5 3x4
2 •
j12xl2x4Jl
' 20 7 2x4 II
23 8 2x4 II
9
3x5
1 C
n�_—t_� _Y� ars n N
wiiiiiiiIIN
18 17 24 25 16 15 .-.e�• �_1.5x4• • ••♦• ♦
I 1.5x4H 1.5x4 II
1.5x4 I 5x8= 3x8_ 1.5x4 ll 14 i3 12 11 10
1.5x4 I!
16-2-3
4-3-4 10-9-7 11.11.9 1310.8 15-10-8 16r013 17-10-8 19-10-8 21-10-8
I 4.34 I 6.0-3 i 1-2-2 I 1-10-15 i 2-0.0 Orb 1.8.5 i 2-0-0 2-0-0 I
o-1-11
Plate Offsets(X,Y)-- [4:0-3-0,0-0-12),[17:0-2-12,0-3.01
LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.12 16-17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.25 16-17 >779 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.22 Horz(TL) 0.00 13 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
4-9:2x6 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 SP No.2 10-0-0 oc bracing:17-18,16-17.
JOINTS 1 Brace at Jt(s):19
REACTIONS. All bearings 5-10-0 except(jt=length)18=0-5-8,13=0-3-8.
(Ib)- Max Horz 18=150(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)10,11,12 except 18=-115(LC 12),13=-145(LC 12)
Max Gray All reactions 250 lb or less at joint(s)10,11,12 except 18=580(LC 1),13=760(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-664/177,2-3=-721/328,3.4=-640/303,4-5=-454/157,5-6=-454/153
BOT CHORD 16-17=-51/357
WEBS 3-16=-162/360,3.17=-1781447,1-17=-79/500,2-17=-297/211,1-18.559/162,
4-16=-424/240,6-14=-627/179,16-19=-109/606,6-19=-115/615
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1.12 to 3-1-12,Interior(1)3-1-12 to 8-3-0,Exterior(2)8-3-0
to 11-3-0,Interior(1)11-11-9 to 21-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Gable studs spaced at 2-0-0 oc.
5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,12 except
(jt=lb)18=115,13=145.
/
0 WARNING-Nanny dadgn pan/norm and READ NOTES ON THIS AND INCLUDED*MK REFERANCE PAGE AW-7473 rev,1003/2015 BEFORE USE id
Design walk/for use only with Mileke connectors.lNs design is based only upon parameters shown.and Is for an Irdilvkttxl Lulding component,not
a truss system.Before use-the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
br A king design. Bracing Indicated is to prevent buckling of IWlvk*ial truss web and/or chord members only.Additional temporary and permanent tracing MiTek"
Ls always required for stabllty aril to prevent collapse with possible persona knlry and property damage. for amoral guWance regarding the
fabrication storage,delivery,erection and bracing of trusses and truss systema seeANSI/1P11 Quality Crteda,DSB-89 and BCSI Buntline Component 6904 Parke East Blvd.
Safety Informallon available from Truss Plate Institute.218 N.lee Street,Stile 312,Alexandria.VA 22314 Tampa,FL 33610
Job Truss Truss Type , Qty Ply Oliver Res/West Indies C 1
T11008742
J170233 H02 Roof Special 7 1 j
Job Reference(optionall I
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:26 2017 Page 1
ID:3cRVn9hnna4o 8O7V8?aidyB2cv-rZxV_A8MRhj8WIerpkYd3xCPPnn2EgPDtzRalezKw3?
4-3-4 10-9-7 16-2-3 21-10-8
4.3.4 I 6-6-3 I 5-4-13 5-8-5
5x5= Scale=1:46.5
3
111\
q 4x4 3.00 12
10.00 12
1.5x4 II 13 I' 3x4
5
2
14
•
12 3x4
6
Y
cv
3x5 O
1 d
N
b 4
11 1.5x4 II 10 15 16 1.5x4 I 9 8 7
5x8= 4x10= 3x4=
43-4 5-6-7 10-9-7 16-2-3 21-10-8
4-3-4 1 1-3-3 I 5-2-15 i 5-4-13 } 5-8-5 i
Plate Offsets(X,Y)-- [10:0-4-0,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.09 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.19 9-10 >999 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:141 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=799/0-5-8,7=799/0-5-8
MaxHorz 11=163(LC11)
Max Uplift 11=-155(LC 12),7=-157(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-951/238,2-3=-966/393,3-4=-1128/405,4-5=-891/262,5-6=-932/251,
1-11=-769/207,6-7.745/236
•
BOT CHORD 9-10=-144/566,8-9=-251/874
WEBS 4-9=-667/272,5-8=-293/138,6-8=-237/932,3-9=-280/882,3-10=-182/388,
1-10=-75/624,2-10=-292/210
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-3-0,Exterior(2)8-3-0
to 10-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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 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 fit between the bottom chord and any other members,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
11=155,7=157.
1 �
0 WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111.7473 rev.10/13/201S BEFORE USE mit
Design valid for use only with Ml1ek2a connectors.this design Is based only upon parameters shown,and Is for an Individual building component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ;�
building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
lek•
Is always required for stability and to prevent collgxe with possible personal Int ry and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI I CuaNty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bivd.
Safely Information avdktle from Truss Plate Institute.218 N.Fee Street,Suite 312.Alexandra VA 22314. Tampa.FL 33610
Job Truss Truss Type City Ply Oliver Res/West Indies C
TI1008743
J170233 H03 Roof Special 6 1
. Job Reference(optional)
Manning Building Supplies, Jaksonvitle,FL 8.010 s Apr 20 2016 MITek Industries,Inc. Mon May 01 08:59:26 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-rZxV_A8MRhj8W IerpkYd3xCPinn8EgTDtzRalezKw3?
4-3-48.3.0 i 10-9-7 16-0-11 16/2-3 21-7-8
4-3-4 3-11-12 2-6-7 5-3-5 0-'1.8 5-5-5
5x5= Scale=1:46.3
3
4 4x4 c 3.00112
10.00 12
1.5x4 I 13 r i 3x4
5
2
14
12 1i 6
I 3x4
3x5 ii •1 0
1
e, _ N
_A 10 15 16 9 8
11 1.5x4 I 1.5x4 11 7
Sx8= 4x10= 3x4=
4-3-4 10-9.7 } 16-0-11 167t?-3 21-7-8
4-3-4 6-6-3 5-3-5 04.8 5-5-5
Plate Offsets(X,Y)-- [10:0-4-0,0-3-0)
LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.09 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.19 9-10 >999 180
BCLL 0.0 Rep Stress lncr YES WB 0.33 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014JTP12007 Matrix-MSH Weight:140 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=789/0-5-8,7=789/Mechanical
Max Horz 11=159(LC 11)
Max Uplift 11=-153(LC 12),7=-155(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-922/232,2-3=-958/394,3-4=-1105/401,4-5=-871/256,5-6=-889/243,
6-7=-739/233
BOT CHORD 9.10=-144/556.8-9=-243/834
WEBS 5-8=-306/140,4-9=-659/272,3-9=-276/857,6-8=-232/905,3-10=-184/393,
2-10=-307/220,1-11=-764/205,1-10=-123/687
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-3-0,Exterior(2)8-3-0
to 10-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;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 psi 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 tit between the bottom chord and any other members,with BCDL=10.0psf.
5) Refer to girder(s)for truss to truss connections.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb)
11=153,7=155.
1 �
o WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 rev.10/03/2015 BEFORE USE. NI
Design valid for use only with Mllek/9 connectors.This design Is based only upon parameters shown.and Is for an Individual bulking component.not
a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
bilking design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse wtth possible personal inlay and property damage. For general gukkrn o regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/TPI I QuaNly Criteria.DS13-89 and SCSI Building Component 6904 Parke East Blvd.
Salety Information available Born Truss Plate Institute.218 N.Lee Street.Suite 3I2,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Oliver Res /West Indies C
T11008744
J170233 J01 Corner Jack 2 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:27 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-JIVIBW9_C_I8SD1 NR3sc8lfXBD3zMpN6dA7H4zKw3_
1-0-0
1-0-0
5.00 I12 Scale=1:12.7
2 .
1.5x4 11 `I
IT
1 /+(V
1
i
dN
'9
itii I i
Ill
4 3
1.5x4 H
1-0-0
1-0-0
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 4 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rva n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:5 lb FT=20%
i
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural woob sheathing directly applied or 1-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical
Max Horz 4=55(LC 12)
Max Uplift 4=-21(LC 10),2=-38(LC 12),3=-28(LC 12)
Max Gray 4=44(LC 12),2=30(LC 17),3=31(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45it L=24ft;eave=4ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)4,2,3.
o
0 WARNING-Vastly design perarnews and READ NOTES ON THIS AND WCLUDED MITER REFERANCE PAGE MII.7473 rev.1003/2015 BEFORE USE
ill
Design valid for use only with MITek�connectors.Itis design is based only upon parameters shown.and is for an Yn isIduol bolding component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. acing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additionalandtracing temporary permanent acing M i liT
ek•
is always respired for stability and to prevent collapse with possible personal ksltry and property damage. For general gaidax:e regadng the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Crlterb.DSB-E9 and BCSI Building Component 6904 Parke East Blvd.
safely information available from Truss Plate institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type r Oty Ply Oliver Res /West Indies C
711008745
J170233 J02 Jack-Open 2 1
I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:27 2017 Page 1
ID:3cRVnghnna4ox807V8?aidyB2cv-JIVtBW9_C_r?8SD1 NR3sc8ldJBB_zMpN6dA7H4zKw3_
3-0-0 I
3-0-0
Scale=1:16.8
5.00 FlT 2 '
1.5x4111111111111111111
1
N
ill
O
IIII
NI
N Nl
- 1
3
4
3x4 I I
3-0-0
1 i
3-0-0
LOADING (psf) 1 SPACING- 2-0-0 CSI. 1 DEFL. in (hoc) I/deft L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.01 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.01 3-4 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=103/0-5-8,2=72/Mechanical,3=32/Mechanical
Max Horz 4=89(LC 12)
Max Uplift 4=-4(LC 8),2=-65(LC 12),3=-13(LC 12)
Max Gray 4=103(LC 1),2=72(LC 1),3=53(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s)4,2,3.
1 /
A WARNING-'Wily design pt ramlters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MM-7473 rev.10/0312015 BEFORE USE. mit
Design valid for use only with MITelato connectors.This design is based only upon parameters shown,and is for an Individual bolding component,not
a hum system.Before use,the balding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent budding of ktdtvldual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always required for stabllty and to prevent colld;xe with possbie personal Inlay and property damage. For general guidance regarding the
fctxdcatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Tanga.FL 33610
IJob Truss Truss Type 91y Ply Oliver Res /West Indies C
T11008746
!J170233 J03 Jack-Open 6 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:28 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-ny2GOsAczlzslcnEw9b58MHfxbR2ip2W LHwgoXzKw2z
7-0-0
7.0.0
Scale=1:26.0
2
5.00 1-2
6
5
2x5 11 0
1
ii■ —. � 1
►E/
4 3
5x10 MT20HS I
7-0-0
7-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.15 3-4 >545 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.28 3-4 >291 180 MT20HS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.18 2 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=251/0-5-8,2=171/Mechanical,3=80/Mechanical
Max Horz 4=157(LC 12)
Max Uplift 4=-41(LC 12),2=-131(LC 12),3=-9(LC 12)
Max Gray 4=251(LC 1),2=171(LC 1),3=128(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24fh eave=41h Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever
left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)All plates are MT20 plates unless otherwise indicated.
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 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 100 lb uplift at joint(s)4,3 except(jt=lb)
2=131.
_ r
0 WARNING•Verify*align parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M&7479,.,-10/03/2015 BEFORE USE
Design valid for use only with Werra connectors.this design is[rue-xi only upon parameters shown,and is for an indIvk ural building component.not
a huts system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing Indicated is to prevent buckling of I ndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required tor stability and to prevent collapse wIh possible personal injury and properly damage. For general griakru:e regarding the
fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSI/IPI I Quality Criteria,DEB-89 and SCSI Building Component 6904 Parka East BNd.
Eatery information available from Truss Plate Institute-218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type . Qty Ply Oliver Res /West Indies C
TI1008747
J170233 J04 (Jack-Partial Girder 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:29 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-F8cecCAEkc5jNIMQUs6KhZgOh?IORG3fZxf EKzzKw2y
1-11-9 3-11-3 I
1-11-9 1-11-9
Scale=1:16.2
3.5412 3 1!I
I/1
I 3x4
I NAILED 2
7
1.5x4 1 l 111011
—
111 (i X
8 5 4
NAILED 3x4=
*,6
354=
0-q-6 3-11-3 I
0.0-6 3-10-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.01 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.03 5-6 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=43/Mechanical,4=95/Mechanical,6=138/0-7-0
Max Horz 6=86(LC 8)
Max Uplift 3=-31(LC 21),4=-61(LC 8),6=-51(LC 4)
Max Gray 3=43(LC 1),4=101(LC 25),6=143(LC 27)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psl;BCDL=3.Opsh h=25ft;B=45ft;L=24th eave=4fh Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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 the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,6.
6)`NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
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
1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,4-6=-20
Concentrated Loads(Ib)
Vert:8=-1(B)
Q WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/V32015 BEFORE USE.
la
Design valid for use orgy with MIlorsiO connectors.This design Is based orgy upon parameters shown.and h for an individual building component.not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly kxcoul xrato this design into the overall
brAding design. Bracing indicated Is to prevent bucakx,of lndMdual truss web and/or chord members only.Additional temporary and permanent bracing MIRek"
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. l or general guidance regadkng the
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/lPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Solely Information available Irons Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type qty Ply Oliver Res /West Indies C
T11008748
J170233 J05 Jack-Partial Girder 1 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:29 2017 Page 1
I D:3c RV n9hnna4ox8O7V8?aidyB2cv-F8cecCAE kc5j NIMQUs6KhZg0c?tM RG2fZxf E Kzz Kw2y
2-1.1I 4-2-3
2-1-1 2-1-1
Scale=1:16.6
3.54�2 3 i
3x4
NAILED 2
7
1.5x4 11 7 101111
1 00
v
1 _ � y
8 x 4
NAILED 3x4=
6
3x4=
O-Q-6 4-2-3
0-6-6 4.1.12
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.01 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.04 5-6 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=46/Mechanical,4=101/Mechanical,6=147/0-7-0
Max Horz 6=89(LC 8)
Max Uplift 3=-34(LC 21),4=-62(LC 8),6=-54(LC 4)
Max Gray 3=46(LC 1),4=106(LC 25),6=151(LC 27)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCp1=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,6.
6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
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
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-3=-54,4.6=-20
Concentrated Loads(Ib)
Vert:8=-1(F)
t
A WARNING-Verify design paranrafera and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.10/3/2015 BEFORE USE. mi'
Design valid for use only with MI1ethC connectors.this deskln Is based only upon parameters shown.and Is for c r Individual building component.not
a tiuss system.Before use,the!wilding designer must verify the applicablty of design pxaarneters and properly 4rcogx>i ate this design Into the overall
balding design. bracing indicated is to prevent budding of individual truss web aid/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent coltgnse with possible personal'N ry and property For general gmid rice regado g the
fabrication,storage,storage,delNery.erectionand bracing of trusses and truss systems.seeANSI/IM1 Orally dlfMo.DS8-69 and SCSI Bing Component 6904 Parke East Blvd.
Safely Information avdiable from buss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type • Qty Ply I Oliver Res /West Indies C
i TI1008749
J170233 KO1 COMMON 2 1
II
_ I Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:30 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-jKAOpYBsVVDa?vxc2ZdZDnNBfPGfAiRpobPntPzKw2x
8-3-0 16-6-0
I8-3-0 I 8-3-0
5x5- Scale=1:42.1
5
W.
2x4 II 2x4 II
4 6
10.00 12
1 ,
2x4 II
_ 2x4 I82x4 I
2
9
1
,. lli j72x41
1111116111. m
'n Y r IIrV _
3x4-i 16 15 14 13 12 ii 10 3x4 0
1.5x4 i 1.5x4 N 1.5x4 1I 1.5x4 II 1.5x4 I 1.5x4 I 1.5x4 II
16-6-0
16-6-0
LOADING (psf) i SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.04 Vert(LL) n/a - rVa 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 9 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 i Matrix-SH Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2
REACTIONS. All bearings 16-6-0.
(Ib)- Max Horz 1=-137(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)14,15,16,12,11,10,9,1
Max Gray All reactions 250 lb or less at joint(s)13,14,15,16,12,11,10,9,1
FORCES. (Ib)-Max.Comp./Max.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;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.0psh h=25ft;B=45ft;L=2411;eave=21t;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-6-0 to 3-6-0,Exterior(2)3-6-0 to 8-3-0,Corner(3)8-3-0 to
11-3-0 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,15,16,12,11,
10,9,1.
A WARNING-Verily design parametera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2016 BEFORE USE. Nil
Design valid for use only with Mllekv":connectors.!his design is based only upon parmneters shown.and is for an Indivkkx9 building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent truckling of hr dMNdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek
is always required tor stablitly and to prevent collapse with possible personal Wry and properly damage. For general guldcrrce regrading the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,soeANSI/TPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available horn Truss Plate Institute,218 N.Lee Street.Stile 312,AlexarncMa,VA 22314. __—_ Tampa.FL 33610
Job Truss Truss Type Qty Ply Oliver Res /West Indies C
T11008750
J170233 1L01 Monopitch 2 1
Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:31 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-BXkO1uCVGDLRc3WpcH8om_vMOobOvAHy1F8LPszKw2w
12-8-8
II
12-8-8
Scale=1:21.2
2x4 I I
6
2x4 II .
5 - '
3.001 Ali
2x4 II 12 I
4 rl I
2x4 11 1
3
•
I
2x4 IIi I
2 '
U
I
1 _ I7
11 10 9 8 7
3x41.5x4 I 1.5x4 : 1.5x4 I 1.5x4 1.5x4 I'..
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (tied) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - rVa 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:58 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2
REACTIONS. All bearings 12-8-8.
(Ib)- Max Horz 1=98(LC 9)
Max Uplift All uplift 100 lb or less at joint(s)7,1,8,9,10,11
Max Gray All reactions 250 lb or less at joint(s)7,1,8,9,10,11
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.0psf;h=2511 B=451t;L=241t;eave=2ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)1-5-5 to 4-8-8,Exterior(2)4-8-8 to 12-6-12 zone;cantilever lett
and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 2-0-0 oc.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf 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.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,1,8,9,10,11.
I
A WARNING-Verily dklgn parameters and READ NOTES ON THIS AND INICLUDED MrTEK REFERANCE PAGE MIF7473 rev.14)./2015 BEFORE USE ta.
Design valid for use only with MITeklD connectors.this design is based only upon parameters shown.and is for an individual biding component.not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly krcorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for Mobley and to prevent collapse with possible personal krf iy and properly damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IM I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street.Salle 312.Alexandria,VA 22314. Tampa.FL 33610
r-
Job Truss Truss Type . 101y I Ply i Oliver Res /West Indies C
111008751
J170233 L02 Monopitch 6 1 1
j Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:32 2017 Page 1
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-fJImEED71 XTHED5?9_f 1 JCSRXCrIeVc6GvuuxlzKw2v
6-4-4 12-8-8
6-4-4 I 6-4-4
Scale=1:25.0
3x4=
4x7=
4
i
3.00 A
12
3x4
3
wood
3x4 c
•"VA '* 12
1
1Pm
°ION III in
$
MI 5
=, B
3x6 II 1.5x4 II 3x5=
i 6-4-4 12-8-8
6-4-4 I 6-4-4
Plate Offsets(X,Y)-- 11:0-2-4,0-2-15) _
LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.04 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.10 5-6 >999 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 12 IVa n/a
BCDL 10.0 Code FBC2014ITP12007 _ Matrix-MSH Weight:62 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
OTHERS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 3-0-0
REACTIONS. (lb/size) 1=465/0-5-8,12=443/Mechanical
Max Horz 1=82(LC 8)
Max Uplift 1=-94(LC 8),12=-118(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-832/193,5-7=-62/315,4.7.621315
BOT CHORD 1-6=-242/835,5-6=-242/835
WEBS 3-6=0/251,3-5=-807/244
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat.
It;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-3-4 zone;cantilever left
and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
12=118.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.I0/03/2015 BEFORE USE. •
Resign vdid for use only with Meek&connectors.This design Is based only upon parameters shown,and is for an Individual dilating component,not
a truss system.Before use,the building designer must verify the applicability of design I�ameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individualtrusS web and/or chord members only. Additional temporary and permanent bracing MiTek'
ek•
Is always required for stability and to prevent collapse with possible personal kiMy and property damage. F r general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Solely Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job j Truss Truss Type • I 9ty Ply Oliver Res 1 West Indies C
Ti 1008752
J170233 j M01 Flat Girder 1
2 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:33 2017 Page 1
I D:3c RV n9hnna4ox8O7V8?ai dyB2cv-8vs9SaD I ogb8s Ng BjiAGrP?fzc8C Nx3F UZ dRTkz Kw2u
2-10-0 5.8.0 7.8.0 10-6-0 13-4-0
I
2-10-0 I 2-10-0 2-0-0 2-10-0 I 2-10-0
Scale=1:22.7
1.5x4 i I 1.5x4 Il 3x4 = 5x5=
5x5= 3x4=
1 13 2 3 4 5 14
F.• U f° ,3 I
I
1 i7
e : i l
15 16
HTU26 11 17 18 10 9 3x4= 19 20 8 6x6 =- 21 22
HTU26 HTU26 HTU26
14 6x6= 3x4 = HTU26 7
4x7 It HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4x7 I!
HTU26
2-10-0 5-8-0 7-8-0 10-6-0 13-4-0
2-10-0 I 2-10-0 I 2-0-0 2-10-0 l 2-10-0 i
Plate Offsets(X,Y)-- (7:Edge,0-3-8),(8:0.3-0,0-3-121,(11:0-3-0,0-3-121
LOADING (psf) SPACING- 2-0-0 CSI. j DEFL, in (loc) 1/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.06 9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vett(TL) -0.13 9-10 >999 180
BCLL 0.0 ' Rep Stress lncr NO WB 0.59 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:178 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-9-3 oc bracing:9-10.
REACTIONS. (lb/size) 12=4063/0-5-8,7=4059/0-5-8
Max Horz 12=-81(LC 4)
Max Uplift 12=-1015(LC 4),7=-1014(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-3677/934,1-2=-3895/980,2-3=-5647/1404,3.4=-5647/1404,4-5=-5647/1404,
5-6=-3892/979,6-7=-3674/933
SOT CHORD 10-11=-1017/3895,9-10=-1441/5647,8-9=-991/3892
WEBS 1-11=-1307/5238,2-11=-1750/496,2-10=-614/2397,6-8=-1306/5233,5-8=-1755/497,
5-9=-616/2402
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows:
Top chords connected as follows:2x4-1 row at 1-0-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc.
Webs connected as follows:2x4-1 row at 1-0-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Ops1;h=25ft;B=45it L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber
DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
12=1015,7=1014.
8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.
starting at 2-0-12 from the left end to 11-3-4 to connect truss(es)to front face of bottom chord.
9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-8 oc max.
starling at 1-7-12 from the left end to 11-8-4 to connect ttuss(es)to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on nage 2
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M M7473 rev.10/03/201S BEFORE USE.
11111
Design valid for use only with MITek7)connectors.this design Is based only upon{xxcmeters shown,and Is for an incilv{dial molding component.not
a truss system.Before use,the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing indicated Is to prevent budding of kx9viduci truss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always regaled for stability and to prevent collapse with rxxstale personal Y>fuy and property damage. for general guidance regarding the EastBlvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPI I Quilty Criteria.DSB-89 and SCSI Buld6904
ng Component Tampa.904 ParkeFL 33610
Safely Information available from Truss Plate institute.218 N.lee Street,Suite 312,Alexandria,VA 22314.
f Job Truss I Truss Type • Qty Ply Oliver Res/West Indies C
T11008752
J170233 MO1 Flat Girder 1
2 Job Reference(optional)
Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon May 01 08:59:33 2017 Page 2
ID:3cRVn9hnna4ox8O7V8?aidyB2cv-8vs9SaDlogb8sNgBjiAGrP?fzc8CNx3F UZdRTkZKw2u
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-54,7-12=-20
Concentrated Loads(lb)
Vert:10=-1193(F=-423,B=-769)9=-1193(F=-423,(3=-769)15=-769(B)16=-423(F)17=-769(B)18=-423(F)19=-423(F)20=-769(B)21=-423(F)22=-769(B)
AA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10103/2015 BEFORE USE.
111
Design valid for use only with MuTektl connectors.This design Is based only upon teeters shown.and Is for an io:fivkkk il holding component.nol
a truss system.Before use.the bcIdng designer must verify the applicability of design parameters and properly Ince poioto this design Into the overall
building id
ding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele
B always required for stability and to prevent collapse with possble personal int y and property darnage. For general guklaoe refl<nding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 QualBy Criteria.DSB-89 and BCSI Building Component 6004 Parke East Blvd.
Safely Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tempa.FL 33610
i
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VI
-- Client: RIVERSIDE HOMES Date: 5/1/2017 Page 1 of 3
Project: Designer: JK
U is Design Address: 1775 ATLANTIC BEACH DR Job Name: J170233
ATLANTIC BEACH,FL Project#: J170233
BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level OFFICE COPY
,tyvt
6
4 3 5
2
1
1 SP 2 SP 3 SPF
13'7" 6'1 1/2" 1'1 3/4' ' "31/2"
20'10 1/4"
Member Information Reactions lb (Uplift)
Type: Girder Application: Floor Brg Live Dead Snow Wind Const
Plies: 2 Design Method: ASD 1 0 1772 0 0 1531
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 4492 0 0 3457
Deflection LL: 480 Load Sharing: No 3 0 851 0 0 578
Deflection TL: 360 Deck: Not Checked
Importance: Normal
Temperature: Temp<=100°F
General Load Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 15 PSF 1-SP 5.500" 30% 1715/1514 3228 L_L D+C
Construction: 20 PSF 2-SP 4.250" 99% 4677/3641 8317 LL_ D+C
Analysis Results 3-SPF 3.500" 36% 724/1140 1864 _LL D+C
Analysis Actual Location Allowed Capacity Comb. Case
Neg Moment -9764 ft-lb 137" 65754 ft-lb 0.148(15%)D+C LL_
Unbraced -9764 ft-lb 13'7" 23879 ft-lb 0.409(41%)D+C LL_
Pos Moment 8384 ft-lb 511 5/16" 65754 ft-lb 0.128(13%)D+C L_L
Unbraced 8384 ft-lb 511 5/16" 13341 ft-lb 0.628(63%)D+C L_L
Shear 4035 lb 11'11" 16625 lb 0.243(24%)D+C LL_
LL Defl inch 0.034(U4601) 6'8" 0.330(L/480) 0.100(10%)C L_L
TL Defl inch 0.075(U2120) 6'8 3/8" 0.440(0360) 0.170(17%) D+C L_L
LL Cant -0.001 Rt Cant 0.200 0.005(0%) C _L_
(2L/27591) (20480)
TL Cant -0.001 Rt Cant 0.300 0.004(0%) D+C _L_
(2L/23196) (2L/360)
Design Notes
1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not
to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top braced at bearings.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
Notes Chemicals 6 Fm flat roofs provide proper drainage to prevea Manufacturer Info
mi
cakutatad Structured Designs is responsible only a the Handling&Installation ponding Weyerhaeuser
structural adequacy of this component based On the 1 LVL beams must not be cul or dna. Seattle.WA
design crtena and loadings shown It 5 the 2 Refer to manvi oturer's product information
responsibarty of the customer 6ndfor the contractor ga
to rerdng instaaalron requem
irents, mulli.ply WW W.WDodbywy.DDmleveredge/
ensure the component surtabllity of the mended faslenng det«Is,beam strength valuesand code
applicalron.and to vete),the dimensions and loads approvals
Lumber 3 Damaged Beams must not be used
1.Dry EQMGe contlroons,unless odea oNerw�Se 4 Design assumes top edge i5 Laterally rostra.nod
2.LVL nil to be treated with foe retardant or corrosroc 5 lapro,tat«a support beanng poets to avoid
lateral
displacement and rotation
r
Version 17.20.038 Powered by iStruct'a
Client: RIVERSIDE HOMES Date: 5/1/2017 Page 3 of 3
D isDesign' ADesigner: JK
Address: 1775 ATLANTIC BEACH DR Job Name: J170233
"----/ ATLANTIC BEACH,FL Project#: J170233
BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level
OFFICE COPY
• . • . • • ._ 0
1.6..
1 SP 2 P 3 SPFu
13'7" 6'1112" 1'13/4' X31/2"
20'10 1/4"
Multi-Ply Analysis
Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6"
Capacity 34.2
Load 93.0 PLF
Yield Limit per Foot 271.6 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min.End Distance 3"
Load Combination D+C
Duration Factor 1.25
. anscals 8.For flat roots provide proper drainage to prevent Manufacturer Info
B d
'stn,dsoedDesigns isresponsible onyof[he Handling&Installation pnnd'"g Weyerhaeuser
`.quaco of mis oonvonent ase°on t e 1.LVL t>aems must not tie cul
a doled Seattle,WA
end towing. snows, n is the 2.Rear to manuation r prodct rdonnanon111
www.woodbywy.com/everedgel
A customer and/or Me contractor to regarding inslaoatan requirements. multi-ply
*est wtaWily of the Mended fastening details,team strength values.and code
rhe dimensions and bads. approvals
3.Damaged Beams must nota used
Med dlarwice 4.Design assumes top edge is laterally restrained
Ye d fh r.°onosrVe 5.Provide lateral support an bearing ports to avdd
[Mend dapIKement and rotation
d by iStruct'a I1
l 5 Builder: Job Information
Riverside Homes
Job#: J170233
12276 San Jose Blvd., Ste 120re
llell
Jacksonville, FL 32233 File#:
(904) 503-7055 Salesman:Scot Burney
Designer: .NULL.
Manning Building Supplies PAGE 1
Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com
Oliver Res /West Indies c
Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date
DATE 05/01/17
1775 Atlantic Beach Dr Del. Date: / /
Atlantic Beach, FL 32233L Cover Sheet
Truss Level:
OFFICE COPY
PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT
PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT
.IIIIIIIh 1 8.00 0.00 A01 23-06-00 23-06-00 2 X 6 2 X 4 01-06-01 01-06-01 09-00-06
® 2 8.00 0.00 A02 23-06-00 23-06-00 2 X 4 2 X 4 _ 09-10-00
® 5 8.00 0.00 A03 23-06-00 23-06-00 2 X 4 2 X 4 09-10-00
® 4 8.00 0.00 A04 22-11-00 22-11-00 2 X 4 2 X 4 09-10-00
® 1 8.00 0.00 A05 10-02-08 10-02-08 2 X 6 2 X 4 01-06-01 00-01-08 08-00-01
1 5.00 0.00 B01 24-08-00 24-08-00 2 X 6 2 X 4 05-10-13
® 1 5.00 0.00 B02 24-08-00 24-08-00 2 X 4 2 X 4 00-06-08 06-07-08
1 5.00 0.00 B03 24-08-00 24-08-00 2 X 4 2 X 4 00-06-08 06-07-08
2 5.00 0.00 804 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08
1 5.00 0.00 805 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08
1 5.00 0.00 806 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08
i1 1 5.00 0.00 807 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08
fi eKf f*S1�' 1 1 5.00 0.00 808 24-01-08 24-01-08 2 X 4 2 X 4 _ 06-07-08
Ge V �✓ A 1 5.00 0.00 B09 24-01-08 24-01-08 2 X 4 2 X 4 06-03-13
® 1 5.00 0.00 810 24-01-08 24-01-08 2 X 4 2 X 4 07-01-13
ono< `1' I 1 5.00 0.00 B11 24-01-08 24-01-08 12 X 4 2 X 4 07-11-13 __(
1 5.00 0.00 B12 24-01-08 24-01-08 2 X 4 2 X 4 08-09-13
1� 1 5.00 0.00 B13 24-01-08 24-01-08 2 X 4 2 X 4 08-10-13
1 5.00 0.00 CO1 16-07-00 16-07-00 2 X 4 2 X 6 04-05-02 _
1 5.00 0.00 CO2 16-06-00 16-06-00 2 X 4 2 X 4 _ 05-03-02
1 5.00 0.00 CO3 16-06-00 16-06-00 2 X 4 2 X 4 06-01-02
1 5.00 0.00 C04 16-06-00 16-06-00 2 X 4 2 X 4 06-11-02
1 5.00 0.00 C05 16-06-00 16-06-00 2 X 4 2 X 4 _ 07-09-02
4 5.00 0.00 CO6 16-06-00 16-06-00 2 X 4 2 X 4 I 08-04-10
Builder: Job Information
Riverside Homes Job#: J170233
12276 San Jose Blvd., Ste 120
Jacksonville, FL 32233
(904) 503-7055aril File#:
Salesman:Scot Burney
Designer: .NULL.
Manning Building Supplies PAGE 2
Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com
Oliver Res /West Indies C
Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date
DATE 05/01/17
1775 Atlantic Beach Dr
Del. Date: / /
Atlantic Beach, FL 32233L. Cover Sheet
-,
Truss Level:
PROFILE QTS' PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT
PLY TOP BOT ID SPAN SPAN TOP BOT LEFT [ RIGHT LEFT RIGHT LEFT RIGHT
KIN 1 5.00 0.00 D01 07-00-00 07-00-00 2 X 4 2 X 4 02-09-02
I
1 5.00 0.00 D02 07-00-00 07-00-00 2 X 4 2 X 4 03-07-02
4111 1 5.00 0.00 E01 10-02-08 10-02-08 2 X 4 2 X 4 01-06-01 00-01-08 05-09-15
® 9 5.00 0.00 E02 10-04-00 10-04-00 2 X 4 2 X 4 05-09-15
...--m Q'- M +6 1 3.00 0.00 G01 07-08-00 07-08-00 2 X 6 2 X 4 01-08-00 00-01-08 01-11-04
eigt 8 3.00 0.00 G02 07-08-00 07-08-00 2 X 4 2 X 4 00-01-08 02-07-08
egCl 2 3.00 0.00 G03 09-04-00 09-04-00 2 X 4 2 X 4 00-01-08 03-00-08
® 2 10.00 0.00 H01 21-10-08 21-10-08 2 X 4 2 X 4 07-09-04
41821-21 7 10.00 0.00 H02 21-10-08 21-10-08 2 X 4 2 X 4 07-09-04
P® 6 10.00 0.00 H03 21-07-08 21-07-08 2 X 4 2 X 4 07-09-04
16 2 5.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 01-11-02
L 2 5.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 02-09-02
6 5.00 0.00 J03 07-00-00 07-00-00 2 X 4 2 X 4 04-05-02
'� 1 3.54 0.00 J04 03-11-03 03-11-03 2 X 4 2 X 4 00-00-06 02-08-00
'A 1 3.54 0.00 J05 04-02-03 04-02-03 2 X 4 2 X 4 00-00-06 02-08-14
® 2 10.00 0.00 1(01 16-06-00 16-06-00 2 X 6 2 X 4 06-10-13
2 3.00 0.00 L01 12-08-08 12-08-08 2 X 6 2 X 4 01-08-00 03-02-06
6 3.00 0.00 L02 12-08-08 12-08-08 2 X 4 2 X 4 03-10-10
1
INN' VV12 PIy 0.00 0.00 MO1 13-04-00 13-04-00 2 X 4 2 X 6 02-10-10
FLOOR ,QTY DEPTH BASE 0/A END TYPE INT BEARING I CANTILEVER I STUB
I I
PROFILE 'PLY ID SPAN SPAN LEFT 'RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT
01-08-00
I 2 F01 21-01-00 21-01-00 r 3 01-00-00
® 01-08-00
7 F02 21-01-00 21-01-00 E 3 01-00-00
01-08-00
imam 1 F03 07-00-00 07-00-00 E 3
i
Builder: Job Information
Riverside Homes Job#: J170233
12276 San Jose Blvd., Ste 120tr
illS1
Jacksonville, FL 32233 File#:
(904) 503-7055 Salesman:Scot Burney
Designer: .NULL.
Manning Building Supplies PAGE 3
Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com
Oliver Res /West Indies c Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date
DATE 05/01/17
1775 Atlantic Beach Dr Del. Date: / /
Atlantic Beach, FL 32233 Cover Sheet
Truss Level:
FLOOR QTY DEPTH BASE 0/A END TYP INT BEARING CANTILEVER STUB
PROFILE PLY ID SPAN SPAN LEFT (RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT
® 01-08-00 I E 3
3 F04 21-02-00 21-02-00
® 01-08-00 E 3
1 F05 21-02-00 21-02-00
01-08-00
®
1 F06 12-06-08 12-06-08 E 3
® 01-08-00E 3
4 F07 12-07-04 12-07-04
® 7 01-08-00 E 3
F08 12-06-08 12-06-08
01-05-00
f►�l 1 F09 04-00-08 04-00-08
® 01-08-00 E 3
1 F10 21-09-00 21-09-00
® 01-08-00 E 3
3 F11 21-09-00 21-09-00
® 01-08-00 C
1 F12 21-09-00 21-09-00
" 01-08-00 Cr 3
1 F12A 21-09-00 21-09-00
®
01-08-00
1 F13 16-04-08 16-04-08 E 3
01-08-00 �r
2 F14 08-02-00 08-02-00 U�
r;1--4 ----IMI 1 01-08-00 E jE
3 Ply FG01 14-01-08 14-01-08
ITEMS
QTY PLYI ITEM TYPE SIZE LENGTH NOTES
f
1 FT-IN-16
1 2 SS-LMATL BM1-onCENTER®LVL 2.0E 1 3/4"x 20"- 22-00-00
37 Hanger HTU26
3 Hanger THA426
2 Hanger THAC426