1667 ATLANTIC BEACH DR - TRUSSES I•
OFFICE coP
B C S
BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 208
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529. 1 406
BEARING HEIGHTS
I 91- 1 1 /811
///// 1 01- 1 1 /8
. 20 - 7"
Roof Truss Connector Ust // //////,l
Menu, Product Qty
11
USP TH028 11
SECOND FLOOR LAYOUT /
SCALE: 3/ 1 6 lI = 1 1011 THIS IS A TRUSS PLACEMENT
DIAGRAM ONLY.
These trusses are designed as
individual building components to be
incorporated into the building design at
the specification of the building
designer. See individual design sheets
for each truss design identified on the
placement drawing. The building
designer is responsible for temporary
and permanent bracing of the roof and
floor system and for the overall
structure.The design of the truss
support structure including headers,
beams,walls, and columns is the
responsibility of the building designer.
For general guidance regarding
bracing, consult"Bracing of Wood
Trusses"available from the Truss Plate
Institute, 583 D'Onifrio Drive; Madison,
WI 53179.
ATTENTION.
Refer to truss layout and engineering
documents that arrive with delivered
field trusses.
Unless noted otherwise, all beams are
by others.
REVISION DATE
CHECKED BY 00/00/1 5
e _
TOLL
CLIENT
BROTHERS
ATLANTIC BEACH
HERITAGE
oor Truss Connector List
Manuf Product Qty MODEL FRANKLIN
USP JUS24 9
USP MSH422 3
USP THD26 7 ELEVATION CARIBBEAN
USP THD26-2 1
USP THD46 10
USP THDH26-2 1 DRAWN BY RAS
USP THDH263 1 SUBDIVISION
L O T #
2DATE
FIRST FLOOR LAYOUT O 1 1 0/03/2016
110 SCALE: 3/ 1 611 = 1 1011 REF#
11161
4001140
_ _ 114040
12
.�]�..,. ..Oon .,.o. .:f: -P...,. a ..K. ...�.....r,rr..
4014 1A ' • - ' co..el
]4040
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2443-0114 s T40 •
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1 �:r:YfX•re'r- � 5.0111:0
� Mr
` 1304.0390611 1 ]i-01C0
7 40•01100 ...11121., 1
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90612 6311 0 61:003 I 111
liE
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it ;F707 1111=IrMN.• :.
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a
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m .__
p Ili '
11 114 I,�II P107 o l I i=_ - .. I -0I
.,]
I I J6
11 921427.1:487.0140
IIIILumber 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: 11161TOA MiTek USA, Inc.
cnnn D-IrLn C,,cf RI"r!
LOU POntigO & ASsocia , Inc.
Consulting Structural
NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED
AI:
- SEE REMARKS 0 REVISE & RESUBMIT
Review is for the limited purpose of checking for conformance
with the design concept aoron ptheJsed c in
contract
,;or
contract documents. No ; o al isimplied for
completeness of details,quantities.dimensions,weights or
gauges,fabrication processes,construction means or methods,
coordination of the work with other trades or oonst uof tion sa'eiy
precautions, ail of which are the sole respobe
Contractor.The Contractor is responsible for dimensionsiitem
o
confirmed and correlated at the site.Review of specific which the
shall not include a review of the entire assembly OFFICE
FFi�� ����
item is a component.on the submittal and other changesn
designated changesclearly
identified by the Contractor.
BYC _, >
C11_4._______------Date:
OFFICE COPY
RE: 11161TOA -
Site Information:
Customer Info: Toll Brothers Project Name: Model: Franklin
Lot/Block: 012 Subdivision: Atlantic Beach
Address: 1667 Atlamtic Beach Dr
City: Jacksonville State: FL
No. Seal# Truss Name Date
45 T9594172 T07 10/3/16
46 T9594173 TO8 10/3/16
47 T9594174 T09 10/3/16
48 T9594175 T10 10/3/16
49 T9594176 T11 10/3/16
50 T9594177 T12 10/3/16
51 T9594178 T13 10/3/16
52 T9594179 T14 10/3/16
53 T9594180 T15 10/3/16
54 T9594181 T16 10/3/16
55 T9594182 T17 10/3/16
56 T9594183 T18 10/3/16
57 T9594184 T19 10/3/16
58 T9594185 T20 10/3/16
59 T9594186 T21 10/3/16
60 T9594187 T22 10/3/16
61 T9594188 T23 10/3/16
62 T9594189 T24 10/3/16
63 T9594190 T25 10/3/16
64 T9594191 T26 10/3/16
65 T9594192 T27 10/3/16
66 T9594193 T28 10/3/16
67 T9594194 T29 10/3/16
68 T9594195 T30 10/3/16
69 T9594196 T31 10/3/16
70 T9594197 T32 10/3/16
71 T9594198 T33 10/3/16
72 T9594199 T34 10/3/16
73 T9594200 T35 10/3/16
74 T9594201 T36 10/3/16
75 T9594202 T37 10/3/16
76 T9594203 T38 10/3/16
77 T9594204 T39 10/3/16
78 T9594205 T40 10/3/16
79 T9594206 T41 10/3/16
80 T9594207 T42 10/3/16
81 T9594208 T43 10/3/16
82 T9594209 T44 10/3/16
83 T9594210 T45 10/3/16
84 T9594211 T46 10/3/16
85 T9594212 T47 10/3/16
86 T9594213 V01 10/3/16
87 T9594214 V02 10/3/16
88 T9594215 V03 10/3/16
89 T9594216 VO4 10/3/16
90 T9594217 V05 10/3/16
2of2
I
Job ITruss Truss Type Oty Ply
T9594128
11161TOA ICJO1 Jack-Open 5 1
(Job Reference(optionalL_
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:54 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg41d-ZP3mT.-dRgHI RbFnj RvaTV W oILF7eY9HAUoxFEhyXBHV
2-9-3
2-9-3
Scale=1:9.8
3.54 12 2 7
(
Ai' It
,
1
l ' o
3x6 II 3
3x4=
2-9-3
2-8-13
Plate Offsets(X,Y)-- [1:0-0.0,0-1-71,[1:0-1-14,0-6-151
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 6 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:10 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=66/Mechanical,3=42/Mechanical,1=108/0-4-3
Max Horz 1=23(LC 12)
Max Uplift 2=-26(LC 12),3=-19(LC 12),1=33(LC 12)
Max Gray 2=66(LC 1),3=48(LC 3),1=108(LC 1)
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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;porch 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)2,3,1.
1 �
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rote.10/032015 BEFORE USE.
Dosign valid for use only with Weld:connectors.this design Is based only upon parameters shown-and Is for an incfWoal briding component-not
a truss system.Before use,the buckling designer must verify the applicability of design parameters and properly incorporate this design Into the overall
rodding design. Bracing Indicated Is to prevent buckling of individual tons web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Inlury and properly damage. For general guidance regarding the
rubrication.ation.storage,delivery.erection and bracing of trusses and truss systems.seeANSl/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tarrpa.FL 33610
Job Truss Truss Type I Qty Ply
T9594129
1 11161TOA ICJ11 Jack-Open 2 1
Job Reference(optional)______
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:55 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-2bd8gKd3bbtl DPMw?c6i2jLgUf UJ HcXJjSgom7yXBHU
2-9-3
2-9-3
Scale=1:9.8
3.5412 2 /! .
1
• � �_, O'er
\/
V � I
3
3x4
3x6 II
0-3-14 2.9-3
0-3-14 2-5-5
Plate Offsets(X,Y)-- [1:0-0-0,0-1-7),[1:0-1-14,0-6-15[
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 3-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 8 >999 180
BOLL 0.0 ' I Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:101b FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=59/Mechanical,3=34/Mechanical,1=123/0-4-15
Max Horz 1=23(LC 12)
Max Uplift 2=-24(LC 12),3=-17(LC 12),1=-38(LC 12)
Max Gray 2=59(LC 1),3=42(LC 3),1=123(LC 1)
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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch left and right exposed;C-C
for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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)2,3,1.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IGM3/2015 BEFORE USE.
Id"
Design valid for use only with MIlek ru connectors.This design Is based only upon txzameters 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 property incorporate this design Into the overall
building design. Bracing indicated Is to prevent budding or Individual truss web and/or chord members only. Additional temporary and permanent bracing I MiTek*
Is always required for stability and to prevent cdiapse with possible personal miry and property damage. For general guidance reaming the
tabrlcatkxl,storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/Tell Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East BNd.
Safety Information avalable from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594130
11161TOA EJ02 Jack-Open 10 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:55 2016 Page 1
I D:TvdoVe?s 16166zpq lvAgm5yg4ld-2bd8g Kd3bbl I D PMw?c6i2j LrKN9HcXJj Sgom7yXBH U
2.0.0
2-0-0
Scale=1:9.9
5.00 12 2
1 ria
3
/cos !1
3x4=
2-0-0
2.0.0
Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,11:0-1-11,0-4-131
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell lid PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 1 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=49/Mechanical,3=31/Mechanical,1=79/0-5-8
Max Horz 1=24(LC 12)
Max Uplift 2=-21(LC 12),3=-16(LC 12),1.20(LC 12)
Max Gray 2=49(LC 1),3=35(LC 3),1=79(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24f1;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch 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)2,3,1.
� 1
A WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekc connectors.this design Is based only upon parameters shown.and Is to,an Indivkkial holding component not
a truss system.Before use,the building designer must verily the appllcablity of design parameters and properly Incorporate this design Into the overall
binding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional tempxrory and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Yyury and property damage. For general guid nce regarding the
fabrication,storage,delivery,erection and bracing of trusses and inns systems.seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avrilable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply
T9594131
11161 TOA EJ03 Jack-Open Supported Gable 1 1
JJob Reference(optional) _
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:56 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-W nBW ugehMu?9rZx6ZKdxaxt?a3rZO2nTx6QLIZyXBHT
2-0-0
2-0-0
Scale=1:9.9
2
5.002 2x4 II
IIE
■
3
3x4=3x6 11 2x4 11
Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,11:0-1-11,0-4-131
LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Lett:2x4 SP No.3
REACTIONS. (lb/size) 3=74/2-0-0,1=74/2-0-0
Max Horz 1=30(LC 12)
Max Uplift 3=-17(LC 12)
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=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=2ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 1-4-0 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)3.
A WARNING-VeHy design parameters and READ NOTES ON THIS AND INCLUDED MIfEN REFERANCE PAGE M11-7473 rev.10W3/70IS BEFORE USE
Design valid for use only with MITeldS connectors.This design is txxex3 only upon parameters shown,and Is for an individual budding component,not
a truss system.Before use,the building designer must verify the appli ubilty of design paametors 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 stabitty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication.storage.del very,erection and bracing of trusses and truss systems.seeANSt/TPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Informarlon avcilable from Tans Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss I Truss Type Oty Ply
T9594132
111161TOA EJ05 IJack-Open 3 1
Job Reference(optional)______
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:56 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-W nBW ugehMu?9rZx6ZKdxaxtwu3mS02nTx6QLIZyXBHT
5.8.0
5-8-0
Scale=1:18.7
2
5.00
8
w N
N
C 7 y N
N
3
01011,11..
3x4
3x6 I
f 5.8.0 I
5-8-0
Plate Offsets(X,Y)-- [1:0-0 0,0-1-6),[1:0-1-11,0-4-131
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.06 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.14 3-6 >486 180
BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (Ib/size) 2=148/Mechanical,3=77/Mechanical,1=224/0-5-8
Max Horz 1=67(LC 12)
Max Uplift 2=-52(LC 12),1=-7(LC 12)
Max Gray 2=148(LC 1),3=104(LC 3),1=224(LC 1)
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=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 10 5-7-4 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed 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)2,1.
� I
a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7073 rev.1003/2015 BEFORE USE.
Design valid lot use only with Mllekt: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 applic blity 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 temlxxary and permanent bracing MiTek'
is always required lot stabiltty and to prevent collapse with possible personal idury and property damage. For general guidance regardthe
e
n
fabrkatk ,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Qualitym Criteria,DSB-89 and BCSI BuildingBuildingComponent 6904 Parke East Blvd.
Safety Information avdiable froTruss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. — Tampa,FL 33610
Job Truss Truss Type Oty 1 Ply
T9594133
11161TOA EJ06 Jack-Open 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:57 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-__Iu50IJ7C70SIW 1718A78Q3hT5ylV t cAm9vr?yXBHS
6-0-0
6-0-0
Scale=1:19.8
2
5.00112
iiiii0001111111111111111111111,--
8
7 ;
1 rli
1r1r
Mit
,
1011111
3x4 = 3
3x6 11
6-0-0 I
6-0-0
Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-131
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.17 3-6 >409 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=157/Mechanical,3=81/Mechanical,1=238/0.5.8
Max Horz 1=71(LC 12)
Max Uplift 2=-55(LC 12),1=8(LC 12)
Max Gray 2=157(LC 1),3=110(LC 3),1=238(LC 1)
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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0.0 to 5.11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed 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 joints)2,1.
0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev.10/0312015 BEFORE USE. ig•
Design valid for use only with MflekfS connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use.the txildIng designer must verity the applicability of design parameters and properly Incorporate Ihls design Info the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent cdirse with possible personal Injury and properly damage. For general guidance regarding the
la rlcatbn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.tee Street,Stile 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594134
11161TOA EJ12 Jack-Open 4 1
_ Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:57 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg4ld-___Iu5OIJ7C70Sj W I718A78QApTBcIV 1 cAm9vr?yXBHS
2-0-0
2-0-0
Scale=1:9.9
5.00 )(
iP 2
a .1 IA
QIP
t
3
3x4=3x6 'I
034I 2-0-0
0-3-4 1-8-12
Plate Offsets(X,Y)-- 11:0-0.0,0-1-61,11:0-1-11,0-4-131
LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=49/Mechanical,3=31/Mechanical,1=80/0-3-8
Max Horz 1=24(LC 12)
Max Uplift 2=-21(LC 12),3=-16(LC 12),1=-20(LC 12)
Max Gray 2=49(LC 1),3=35(LC 3),1=80(LC 1)
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=5.Opsf;BCDL=5.0psh h=25ft;B=45ft;L=24ft eave=4lh Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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)2,3,1.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10032015 BEFORE USE. ti
Design valid for use only with Mllek$connectors.1Ns design is based only upon parameters shown,and is for an hdtvtdral folding component,not
a truss system.Before use,the b idling designer must verify the applicability of design parameters and property incorporate this design Into the overall
(Miring design. Bracing Indicated Is to prevent buckling of individual ividual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always regr4red for stability and to prevent collapse with possible personal him and property damage. For general guidance regarding tlx:
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPlt Quality Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdlable from truss Plate institute.218 N.Lee Street.Suite 312.Nexaaxdria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594135
1116170A EJ16 Jack-Open 15 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:58 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg4ld-SAIHJMgyuW Ft4t4VgIfPgMzERsR2UyGmPQvSNSyXBHR
6-0-0
6-0-0
Scale=1:18.1
• 2
l►1
5.00 ril
8
q
m cis
7
1
O
3
3x5 I I
3-
6-0-0
3 5-8-12
Plate Offsets(X,Y)-- 11:0-2-4,0-1-11
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loo) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 I Ven(LL) 0.15 3-6 >462 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.17 3-6 >409 180
BCLL 0.0 ' Rep Stress Inch YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 2=157/Mechanical,3=81/Mechanical,1=238/0-3-8
Max Horz 1=71(LC 12)
Max Uplift 2=-65(LC 12),3=-39(LC 12),1=-67(LC 12)
Max Gray 2=157(LC 1),3=110(LC 3),1=238(LC 1)
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=5.Opsf;BCDL=5.Opsf;h=25ft 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 5-11-4 zone;cantilever left
exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
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 joints)2,3,1.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE AW-7473 rev.1010312015 BEFORE USE.
Design valid tor use only with Miteki5 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 apnpltcabilty of design parameters and properly incorporate this design into the overall
bolding design. Bracing indicated is to prevent buckling of IndMdual truss wet)and/or chord members only.Additional temporary and permanent bracing Milek'
Is always required for stability and to prevent collapse with possible personal hiuy and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSl/T181 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate insritute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594136
11161TOA F01 ,Floor 9 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:59 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-wMs1W igafpNkiOlhESAeCZVMJGgzDFUvd4e0vuyXBHQ
0-1-8
H i 1-3.0 H 1-6-0
Scale=1:30.8
4x6=
1.54= 1.54 i I 3x6 FP= 4x6=
2 3 4 5 6 7 8 9 10
't 22 ` \ / ivAi
e
a 0
►_
'z 20 19 18 17 16 15 14 13 12 11
4x6= 3x6 FP= 1.5x3 II 4x6=
1-6-0 4-0-0 6-6-0 12-0-0 14-6-0 17-0-0 18-6-0
I 1-6-0 i 2-6-0 I 2-6-0 I 5-6-0 2-6-0 2-6-0 1-6-0 l
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-12,Edge],[4:0-1-8,Edge[,[9:0-1-12,Edge],[13:0-1-12,Edge],[15:0-1-8,Edge],[18:0-1-12,Edge]
--r
LOADING (pst) SPACING- 2-0-0 CSI. � DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.27 14-15 >806 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.43 14-15 >511 240
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 _Matrix-S Weight:96 lb FT=20%F,11%E
LUMBER- L BRACING-
TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins,
• BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals.
11-19:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 21=998/0-5-8,11=1004/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-21=-992/0,10-11=-997/0,1-2=-1015/0,2-3=-2514/0,3-4=-3410/0,4-5=-3751/0,
5-6=-3751/0,6-8=-3415/0,8-9=-2514/0,9-10=-1014/0
BOT CHORD 18-20=0/1913,17-18=0/3086,16-17=0/3751,15-16=0/3751,14-15=0/3703,13-14=0/3090,
12-13=0/1914
WEBS 10-12=0/1350,1-20=0/1310,9-12=-1252/0,2-20=-1249/0,9-13=0/834,2-18=0/836,
8-13=-802/0,3-18=-795/0,8-14=0/452,3-17=0/524,6-14=-400/0,4-17=-647/0,
6-15=-241/430
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3) Refer to girder(s)for truss to truss connections.
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.
0 WARNING-Verily design parmnetare and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MO-7473 rev.1003/201S BEFORE USE 111
Design valid for use only with MlTekts connectors.lhis design Is based only upon txxameters shown-and Is for an hdlvklurail building component,not
a truss system.Before use,the txildIng designer must verily the applicablity of design parameters and properly Incorporate tiro design Into the overall
bolding design. pacing Indicated is to prevent heckling 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 properly damage. Fa general grid nce regarding the
tatrlcatlon,storage,delivery,erection and brachg of trusses and truss systems,seeANSI/fPI t Quality Crtierla,DSB-$9 and BCSI Building Component 6904 Parke East Bird.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.AJexandda.VA 22314. Tampa.FL 33610
Job I Truss Truss Type I Oty Ply
T9594137
11161 TOA I F02 Floor 7 1
j Job Reference(optional) I
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:54:59 2016 Page 1
ID:TvdoVe?s16166zpgivAgm5yg41d-wMstW igatpNkiOIhESAeCZVJgGjFDFVvd4eOvuyXBHQ
0-1-8
1'3 0-H i'•1 t-8-_-_I arra
H I— S6.le:3/8'=1'
4x6= 4x6=
1.5x3= 3x6= 1.5x3 ti 3x6 FP= 3x6= 1.5x3=
1 2 3 4 5 6 7 8 9 10
o • o
Ifill\
22 , �rAllh .L.
ile ZAII I /- x N / N�+ 23 g
0 05111, r
�t
20 19 18 17 16 15 14 13 12 w
4x6= 3x6 FP= 1.5x3 II 4x6=
I
18-11-8
18-11-8
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[10:0-1-8,Edgel,113:0-1-8,Edgel,[15:0-1-8,Edge],[18:0-1-8,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.29 14-15 >765 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.46 14-15 >486 240
BCLL 0.0 Rep Stress lncr YES WB 0.64 Horz(TL) 0.07 11 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:97 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals.
11-19:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 21=1023/0-5-8,11=1023/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-21=-1017/0,10.11=-1018/0,1-2=-1044/0,2-3=-2594/0,3-4=-3543/0,4-5=-3932/0,
5-6=-3932/0,6-8=-3550/0,8-9=-2593/0,9-10=-1044/0
BOT CHORD 18-20=0/1969,17-18=0/3189,16-17=0/3932,15-16=0/3932,14-15=0/3858,13-14=0/3198,
12-13=0/1966
WEBS 1-20=0/1348,2-20=-1286/0,2-18=0/870,3-18=-827/0,3-17=0/567,4-17=-739/0,
10-12=0/1348,9-12=-1282/0,9-13=0/871,8-13=-842/0,8-14=0/490,6-14=-435/0,
6-15=-223/492
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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.
1 /
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 res 1003201S BEFORE USE. Mit
Design valid for use only with MllekSo connectors.This design Is based only upon parameters shown,and Is for cn IndMdual building iiding component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly hcoiporate this design Into the overall
bullring design. Bracing Indicated Is to prevent buckling of hcilvIdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stabllty and to prevent collapse with possible personal Inksy and properly damage. for general gridarx:e regarding the 6904 Parke East Blvd.
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component
Safety Information avalable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
1Job lTruss Truss Type Oty Ply
T9594138
11161TOA F03 GABLE 1 1
Job Reference jpptional)_
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:00 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-OZQ1j2hCQ7VbJAEtoAhtln2gAgDtysD2skOZSKyXBHP
Scale=1:10.9
1 3x4= 21.5x3 9 31.5x3 II 41.5x3 5 3x4 i'
• 1.5x3—
ra
4
I
--I
10 9 8 7 6
3x4= 3x4 - 1.5x3 1.5x3 3x4
1-6.12 2-10-12 4-2-12 5.5.8
1-6-12 i 1-4-0 1-4-0 I 1-2-12
Plate Offsets(X,Y)-- [9:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. T DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 I Vert(TL) rVa - rI/a 999
BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007Matrix-S i Weight:30 lb FT=20%F,11%E
1 i
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(ilat) TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins,
BOT CHORD 2x4 SP No.2(ftat) except end verticals.
WEBS 2x4 SP No.3(flat) SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 5-5-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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.
5)CAUTION,Do not erect truss backwards.
•
•
id.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/03I2015 BEFORE USE.
Design vaik,for use only with Mltekds connectors.This design is based only upon parameters shown,and Is for cm indlvkluoi betiding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly i ncoex,raio thk 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 MRTek"
Is 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/IPI1 Quality Criteria,DSB-89 and BCSI Bulking 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 I Qty Ply
T9594139
11161 TOA F04 Floor Girder 1 1 I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:00 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-OZQ 1 j2hCO7VbJAEtoAhtln2XXg 1 ky102skOZSKyXBH P
0-1-8
1-3-0 1-5-8 0-4,8
H1 ! - l Scale=1:22.3
4x6=
1.5x3 II MSH422 1.5x3=
14x6— 2 3 4 5 17 6 7
i \
16
—1e
./-
r ,
/ 14 13 12 11 10 9
4x6= 1.5x3 II 4x6=
1-6-0 4.0-0 9-5-8 11-11-8 13-5-8
1-6-0 I 2-6-0 l 5-5-8 I 2-6-0 1-6-0 l
Plate Offsets(X,Y)-- [1:Edge,0-1-81,[3:0-1-8,Edgel,[7:0-1-8,Edgel,[11:0-1-8,Edgel
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lora) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.12 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.20 10-11 >807 240
BCLL 0.0 Rep Stress Ina NO WB 0.50 Horz(TL) 0.03 8 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:71 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.1(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS. (lb/size) 15=779/0-3-8,8=815/0-5-8
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-15=-775/0,7-8=-807/0,1-2=-760/0,2-3=-1793/0,3-4=-2210/0,4-5=-2210/0,5-6=-1926/0,6-7=-809/0
BOT CHORD 13-14=0/1422,12-13=0/2210,11-12=0/2210,10-11=0/2273,9-10=0/1527
WEBS 7-9=0/1043,1-14=0/1012,6-9=-998/0,2-14=-921/0,6-10=0/555,2-13=0/523,5-10=-483/0,3-13=-643/0,
5.11=-279/71
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 8-7-4 from the left end to connect truss(es)to
back face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:8.15=-10,1-7=-100
Concentrated Loads(Ib)
Vert:17=-147(B)
A WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10032015 BEFORE USE. ml.
Design valid for use only with Mitek h 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 property Incorporate this design Into the overall
balding design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MEW
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guklax:e wording the
iabdcatkon.storage,delivery-erection and bracing of trusses and truss systems.seeANS1/1PI1 Qualty Cdtena.D58-89 and BCSI Bulking Component 6904 Parke East Blvd.
Safety Information avalla ble from Truss Plate institute.218 N.Lee Sheet.Suite 312.AlexandrIa,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
79594140
1116170A F05 Floor 1 1
, Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:01 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41d-sl_-PxNigARdSxKp3MtC6H_bgR4XPhHwC5O76_nyXBHO
3x4= g
I
1-3-0
______II 1-5-8 i 4.1.1
1 3x6= 2 1.5x3 II 3 1.5x3 '1 4
Scale=1:9.3
•
L
9
1.5x3=
o
0
k1
I
i .
1
. •
3x4= 3x4=
8 7 6 *1
3x4 1 3x4=
4-8-8 I
4-8-8
Plate Offsets(X,Y)-- [4:0-1-8,Edgel,[6:0-1.8,Edgel,17:0-1-8,Edgel,[8:Edge,0-1-8]
LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.01 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.01 7 >999 240
BCLL 0.0 Rep Stress[nor YES WB 0.13 Horz(TL) 0.00 5 Na Na
BCDL 5.0 Code FBC2014/TPI2007 Mat1ix•S 1 Weight:28 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS. (lb/size) 8=245/Mechanical,5=239/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 4-6=0/271,1-7=0/282
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.
4)CAUTION,Do not erect truss backwards.
0 WARNING-WNW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/032015 BEFORE USE. I 1
Design valid for use only v4111 Mllekr9 connectors.This design Is based only upon parameters shown.and Is for an indh4dual building component,not
a truss system.Before use,the bulling designer must verify the applicablity 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 tracing MiTek'
Is always required for stability and to prevent collapse with rxossi.rio personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quail,/Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bid.
Safety Information makable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594141
11161TOA F06 Floor Girder 1 1
_ ZJob Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:01 2016 Page 1
,y ID:TvdoVe?s16166zpglvAgm5yg41d-sl_PxNigARdSxKp3MtC6H_bg44XbhH.C5076.nyXBHO
1.3.0 5 4 J 3x6
1 3x6= 2 3 1.5x3 I I 4
MSH422 Scale=1:9.4
- o
3x4= 3x4
8 7 6 5
3x4 H 3x4 II
3-4-0
3-4-0
Plate Offsets(X,Y)-- [6:0-1-8,Edge1,[7:0-1-8,Edge],[8:Edge,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lac) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(TL) -0.00 7-8 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:24 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc puffins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=247/Mechanical,5=237/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 1-7=0/274,4-6=0/274
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.
4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-10-4 from the left end to connect truss(es)to
front face of top chord.
5) Fill all nail holes where hanger is in contact with lumber.
6)In the LOAD CASE(S)section,toads 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(ptf)
Vert:5.8=-10,1-4=-100
Concentrated Loads(Ib)
Vert:2=-145(F)
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE*49-7473 rev.10/03@OIS BEFORE USE.
1111
Design valid for use only with Woke connectors.Ibis design Is based only upon paametors shown,and Is for an individual building component,not
a truss system.Before use,the truing designer must verify the applicability of design parameters and properly Incorporate this design into the overall l�
building design. Bracing indicated k to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Ml Tek"
Is always required fa stability and to prevent collapse wIh posslble personal inlay and property damage. For general guidance regadng the
fabacatlon,storage,delivery.erection and brackq of trusses and truss systems.seeANSI/1PI1 Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available horn Inst Plate InstItute.218 N.lee Street.Wile 312,Alexandria VA 22314. Tampa,FL 33610
Job 1Truss Truss Type Qty Ply
T9594142
1116170A F07 Floor Girder II 1
` Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:02 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-KxYn8jjSxkIJZUOGvbkLgC7vuUprQiCLK2tgW DyXBHN
0-1-8
1-5-0 1-3-01-5-0
F— I I I I I— 1 'orikf
Scale=1:142
1.5x3 II MSH422 1.5x3 II 3x4=
1 2 3x6= 15 3 4 3x4= 5
j N
13 — 14
1.5x3- • 1.5x3= o
Y
• I 1.5x3=
12 —I TN _
3x4=
9 8 7
.. 3x4 - 1.5x3 II
1.5x3 II 3x4 I I 3x4=
1-9-81 11xr0 7-7-0
I 1-9-8 d-1-8 5-8-0 i
Plate Offsets(X,Y)-- [4:0-1-8,Edgel,[5:0-1-8,Edgel,[9:0-1-8,Edge]
LOADING (psi) SPACING- 2-0-0 I CSI, DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.02 8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.03 8 >999 240
BCLL 0.0 Rep Stress Ina NO WB 0.26 Horz(TL) 0.00 6 ria n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:42 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 1-11.0 except(jt=length)6=0-3-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)11 except 6=327(LC 4),10=532(LC 1),10=532(LC 1)
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 5-6=-327/0,2-3=-418/0,3-4=-418/0
BOT CHORD 8-9=0/418,7-8=0/418
WEBS 2-10=-549/0,5-7=0/310,2-9=0/546,3-9=-270/0
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.
4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 2-8-12 from the left end to connect truss(es)to
front face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:6-11=-10,1-5=-100
Concentrated Loads(Ib)
Vert:15=-137(F)
A WARNING-Verify du/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE
Design valid for use only with Mllek8 connectors.This design Is based only upon parameters shown.and Is for an kdlvkival bolding component,not •
a truss system.Before use,the[wilding designer must verify the applicability of design parameters and properly incorporate his design Into the overall
bulking design- Bracing Indicated Is to prevent buckling of Ind Ividual truss web and/or chord members only.Adaltkxlal temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal k*Fry and properly damage. For general guidance regarding the
fabrication,storage.delivery-erection and bracing of trusses and truss systems,5eeANS1/TPI I 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 Qty Ply
T9594143
11161TOA F08 Floor 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:02 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-KxYn8jjSxkIJZUOGvbkLgC7wH UnrOjSLK2tgW DyXBHN
0-1-8
H I 1-4-8 I I 1-3-0 1-5-8 0`r 8
Scale=1:14.2
1.5x3 II 3x4=
3x4= 2 3x6= 3 4 3x4= 5
4 I •
•
13 14
1.5x — 1.5x3= o
v
II 1.5x3=
12 F_ • j • •
II =
11 9 8 73x4
1.5x3 I 3x4= 1.5x3 I I
3x6= 3x4=
TRUSS IS DESIGNED TO SUPPORT
NO CONCENTRATED LOADS
AT ITS CANTILEVERED END(S).
1-9-07-7-0 7-7-0
1-9-0 d-2• 5.8.0
Plate Offsets(X,Y)-- [4:0-1-8,Edge),[5:0-1-8,Edge),[9:0-1-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.04 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.06 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:44 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:9-10.
REACTIONS. (lb/size) 6=284/0-3-8,10=509/0-3-8
Max Gray 6=301(LC 4),10=509(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 5-6=-30410,2-3=-339/0,3-4=-339/0
BOT CHORD 8-9=0/339,7-8=0/339
WEBS 2-10=-465/0,5-7=0/272,2-9=0/514
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.
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE M/1.7473 rev.I003/201S BEFORE USE.
Design valki for use only with MITelKe connectors.This design is/rued only upon parameters shown,and Is for an Individual budding component,not
a truss system.Before use,the building designer must verify the ap Ilcabllty of design parameters and properly Incorporate this design into the overall
budding design. Bracing indicated Is to prevent buckling of Indivkkal truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collcpse with possible tx,rsorxtl Injury and properly damage. For general guidance regarding the
tabrlcatlo n,storage,delivery,erection and bracing of Pusses and truss systems,seeANSI/IPI1 Quality Criteria,058-99 and BCSI Building Component 6904 Parke East Blvd.
Safely information available from Truss Plate Institute.218 N.leo Street.Suite 312, lexandtta.VA 22314. Tampa,FL 33610
Job Truss 1 Truss Type Oty Ply
T9594144
11161TOA F09 (GABLE 1 1
- ----- ---------
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:03 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg4ld-p869M3k4i2tAAezSTIFaNPgBPtEa9DzVYicD2tyX6HM
0H8
Scale=1:21.4
3x4 II
1 3x4= 2 3 4 5 6 7 8 9 10 11
-11------e _ ._.
"I t .....�
e
1
._ _
.1 ,
,,,, _.,
.. ... .. . . .. ..
22 21 20 19 18 17 16 15 14 13 12
3x4 = 3x4 = 3x4 II
1.6.12I 2-10-12 4-2-12 i 5-6-12 6-10-12 l 8-2-12 1 9-6-12 I 10-10-12 i 12-2-12 l 12.11.8I -{
1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-8-12
Plate Offsets(X,Y)-- [21:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid ( PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:61 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 12-11-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 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.
6)CAUTION,Do not erect truss backwards.
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MN-7473 rev.10ro3/201S BEFORE USE Mit
Design valid for use only with Milekti connectors.This design is bused only upon parameters shown,and is for an individual bolding component.not
a Buss system.Before use,the bulking designer must verify the ap rAlcaWllty of design parameters and properly incorporate this design Into the overall
bulling design. Bracing indicated Is to prevent budding of indMdu l truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always reguked for stability and to prevent coliapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and Inas systems.seeANSI/TPI l Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Salary Information available from Truss Plate Instttute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job (Truss Truss Type Qty I Ply
T9594145
111161TOA F10 Floor 1 1
L Job Reference(optional)___
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:03 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg4ld-p869M3k4i2tAAezSTI FaNPg51t8x9A9VYicD2fyXBHM
0-1-8
1-3-0 1-5-8 1-
H i-- — , I - Scale=1:11.2
3x4=
I 3x4= 215x3 II 3 3x4= 4
• • •
• • •
10 — — 11
• 1.5 — •• 1.5x3=
9
a
'\ . 1 -►-:
1.5x3 II 3x4
i 8 7 6
3x4=
3x4= 3x4=
4-5-8 5-11-8
4-5-8 I 1-6-0 I
Plate Offsets(X,Y)-- f3:0-1-8,Edgel,14:0-1.8,Edge),18:0-1-8,Edgel
LOADING(psf) SPACING- 2-0-0 ] CSI. DEFL. In (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.03 6-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.05 6-7 >999 240
BOLL 0.0 Rep Stress'nor YES WB 0.22 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:341b FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=308/0-3-8,5=308/0-5.8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-9=-332/0,4-5=-310/0,1-2=-357/0,2-3=-357/0
BOT CHORD 7-8=0/357,6-7=0/357
WEBS 4-6=0/282,1-8=0/452
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.
A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.16032015 BEFORE USE Nit
Design valid for use only with MI lek8 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 kilo the overall
bxlldng design. Bracing Indk.aled Is to prevent budding of Inndvkdual 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 damage. For general guidance regarding the
fabrication.storage,delNery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd.
Safety Information available from Taus Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa.FL 33610 I
Job Truss Truss Type Oty Ply
19594146
11161TOA F11 GABLE 1 1
Job Reference(olpional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:04 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg4ld-HKgYZPkiTM?1 ooYe 1?mpvdDM9HapugCenMMnb5yXBHL
0, ,1 0.1)8
Scale=1:19.4
1 3x4—
2 3 4 5 6 7 8 9 10
_. ...-._-----_-- - __ ---
21 J .- — 1. o a .o.
-.p. o-, '- - -ti
• ou • - I a
t •• •iliiii: • •iii•.ii•iiiiOiiii. iiii••iiii••ii•ai•iiiii•iii• iiiii•eiiiii• .iiiii ::.::ii •ii•Ji •i •;•.i.i •:::ii
•• i• ii.iiiiii • • iii �•iiiiii •iiiiiiiii• iiii .i.J• ii :.i . :.. J
9
20 19 18 17 16 15 14 13 12 11
3x4— 3x4— 3x4—
i 1-6-12 2-10-12I 4-2-12 5-6-12 6-10-12 i 8-2-12 I 9-6-12 10-10-12 11-9-8
1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12
Plate Offsets(X,Y)-- [19:0-1-8,Edgej
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 11 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:56 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(11at) 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 11-9-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 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.
I NI
0 WARNING-VerifydaNyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4111-7473 rev.10'032015 BEFORE USE.
Design valid for use only with Mlek&connectors.this deslgt is based only upon parameters shown,and is for an individual bulding component.rrol
a truss system.Before use,the bulling 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 kxitvkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always requited for stability and to prevent collapse wih possible personal kffury and property damage. for general guidance regardng the
labrlcatbn,storage,delivery,erection and bracing of trusses and tnas systems.soeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdlabte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job (Truss Truss Type Oty Ply
T95941471
11161TOA F12 Floor 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:04 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-HKgYZPkiTM?1 ooYe 1?mpvdDHMHSUubOenMMnb5yXBHL
0-1-8
l— 1 1-3-0 i 1-0-8 0,1:18
Scor =1:19.8
1.5x3= 1.5x3=
1 2 3 4 5 6
• • • -
5 I— I 16
,-.- w_Nss, .1ppr,
01 q
v
- /
- • .I
13 12 11 1. 9 8
1.5x3 I 10x3 II
1.6.0I 4-0-0 I 7-9-8 i 10-3-8 f 11-9-8
1-6-0 2-6-0 3-9-8 2-6-0 1-6-0
Plate Offsets(X,Y)-- 13:0-1-8,Edge),(4:0-1-8,Edge),(6:0-1-8,Edge)
LOADING (psf) 1 SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.05 11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.08 10-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.37 1 Horz(TL) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 ( Matrix-S I Weight:64 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 14=629/0-5-8,7=629/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-14=-624/0,6-7=-624/0,1-2=-600/0,2-3=-1326/0,3-4.1520/0,4-5=-1326/0,5-6=-600/0
BOT CHORD 12-13=0/1119,11-12=0/1520,10-11=0/1520,9-10=0/1520,8-9=0/1119
WEBS 6-8=0/772,1-13=0/772,5-8=-722/0,2-13=-722/0,5-9=0/307,2-12=0/307,4-9=-344/0,3-12=-344/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10V32055 BEFORE USE. —.
Design valid for use only with Mlleke connectors.Ibis design Is based only upon parameters shown,and is for an individual building component,not
a Inns 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 IndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required kx stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,defNery,erection and bracing of trusses and truss systems,seeANSI/TPI1 QuaNty Crt.rla,DSB-69 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdkt'le from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T9594148
11161TOA F13 Floor 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:05 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg41d-I W DwnIILEf7uQx7rbjH2SgIQUhkTd2Rn005K7YyXBHK
0-1-8
H I t-3-0 2.0.0 {
Scale=1:18.9
1.5x3= 1.5x3 II 3x6=
1 2 3 4 5 6
•
4 • •/ ------F—•
4
• o
a
i • ,
l 4
12 11 19 8 7
1..5x3 II
1-6-04.0.0 5-9-0 6.1.8 7-6-0 10-0-0 11-6-0
I
1-6-0 2-6-0 } 1-9-0 10-4-81 1-4-8 I 2-6-0 I 1-6-0
Plate Offsets(X,Y)-- f3:0-1-8,Edge),19:0-1-8,Edgel
r
LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (Inc) I/dell Ud ! PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.10 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.15 10-11 >922 240
BCLL 0.0 Rep Stress Incr YES WB 0.36 ; Horz(TL) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 1I Weight:61 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.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=613/0-5-8,7=619/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-13=-606/0,6-7=-604/0,1-2=-582/0,2-3=-1276/0,3-4=-1395/0,4-5=-1395/0,5-6=-561/0
BOT CHORD 11-12=0/1091,10-11=0/1395,9-10=0/1395,8.9=0/1078
WEBS 6-8=0/746,1-12=0/749,5-8=-720/0,2-12=-708/0,5-9=0/555,2-11=0/296,3-11=-295/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to inuss connections.
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-Verily daalgn paranwtara and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE M/1.7473 rev.1003/2015 BEFORE USE. mit
Design valid for use only with Mitek2 connectors.This design is based only upon parameters shown,and is for an IndhAdual 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. Brachg 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 damage. For general guidance regarding the
fabrication,storage.delivery.erection and bracing of husses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Informallon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. ' Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594149
11161TOA F14 GABLE 1 1
i __ r
Job Reference(optional)
Bolding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:06 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-Dinl._5mz?zFkl5i18QoH_21ia5GHMaixFfrtf_yXBHJ
0.48 0I-8
Scale=1:29.0
3x4= 3x6 FP= 3x6=
1 2 3 4 56 7 8 9 10 11 12 13 14 15
e
• e • 111 'e �B • • • • •
r
47
'o. —--- '�-- - - e
. a-.
30 29 28 27 26 25 24 23 22 21 20 19 18 17 16
3x4- 3x4 — 3x6 FP= 3x4 = 3x4=
1-6-12 , 2-10-12 + 4-2-12 5-6-12 I 6-10-12 I 8-2-12 i 9-6-12 , 10-10-12 I 12-2-12 13-6-12 14-10-12 15-11-4 I 17-6-0
1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 I 1-4-0 1-4-0 1-4-0 1-4-0 1-0-8 1-6-12
Plate Offsets(X,Y)-- (17:0-1-8,Edge),(29:0-1-8,Edge)
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 16 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S j — Weight:82 lb FT=20%F,11%E
LUMBER- BRACING- 1111
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.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:29-30,16-17.
REACTIONS. All bearings 17-6-0.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)30,16,29,17,28,27,26,25,24,23,22,20,19,18
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 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.
o WARNING•Verify deslyn parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.lO03l201S BEFORE USE. 11111
Design valid for use only with MITek80 connectors.lois design k based only upon txxarneters shown.and is kr an hdlvkkxl b uldhig component,not
a truss system.Before use,the building des finer must verity the applicability of design parameters and properly hncrrtxrate his design Into the overall
building design. Bracing indicated Is to prevent buckling of IndNktual truss web and/or chord members rs only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
tabrtcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
• Safely Intormalion ow/table from Truss Plate Institute.218 N.lee Street.Suite 312.AJexarxirla.VA 22314. Tanya,FL 33610
Job j Truss Truss Type Qty Ply
T9594150
11161TOA F15 Floor 10 1
1 - ,Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:06 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg4ld-Dinl_5mz?zF kl 5118QoH_21aE54JMRixFfrtf_yXBHJ
0.1.8
H l 1-3-0 � 1 OF-�
Scale- 30.4
4x6= 4x6=
1.5x3= 1.5x3 II 3x6 FP= 3x6=
1 2 3 4 5 6 7 8 9 10
•
9 22
N d/r III 1 Z' d/v N / X if 1 -..--. 23
•
20 19 18 17 16 15 14 13 12 4
3x6 FP= 1.5x3 II 4x6= 3x6=
4x6=
1-6-0 4.0.06.6.0 11-7-8 14-1-8 16-7-8 18-3-0
1-6-0 2-6-0 2-6-0 { 5-1-8 i 2-6-0 I 2-6-0 1-7-8 I
Plate Offsets(X,Y)-- (1:Edge,0-1-81,f2:0-1-12,Edge1,14:0-1-8,Edgel,f9:0-1-12,Edgel,f10:0-1-8,Edgel,f13:0-1-12,Edge),f15:0-1-8,Edgel,f18:0-1-12,Edge)
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.25 15 >863 360 MT20 244/190
TCDL 10.0 ! Lumber DOL 1.00 BC 0.78 Vert(TL) -0.39 14-15 >547 240
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 11 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:96 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* except end verticals.
11-19:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)'Except'
10-11:2x4 SP No.2(flat)
REACTIONS. (lb/size) 21=980/0-5-8,11=974/0-3-8
I
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-21=-975/0,10-11=-967/0,1-2=-996/0,2-3=-2460/0,3-4=-3318/0,4-5=-3629/0,
5-6=-3629/0,6-8=-3338/0,8-9=-2487/0,9-10=-1038/0
BOT CHORD 18-20=0/1875,17-18=0/3015,16-17=0/3629,15-16=0/3629,14-15=0/3604,13-14=0/3039,
12-13=0/1910
WEBS 10-12=0/1275,1-20=0/1285,9-12=-1213/0,2-20=-1224/0,9-13=0/802,2-18=0/812,
8-13=-768/0,3-18=-773/0,8-14=0/416,3-17=0/491,6-14=-370/0,4-17=-584/0,
6-15=-254/377
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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.
A WARNA4G•Vert!),design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with AMleke connectors.This design is based only upon parameters shown,and is for an twiivtdual holding component,not ,•
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Inc(liberate this design Into the overall
brlding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addltional temporary and permanent bracing Mills**
Is always required for stdrMlty and to prevent cotlgne with possible personal Infury and property damage. For general gadance regarding the
fabrication,storage.delivery,erection and bracing of trusses and muss systems.seeANSI/1P11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Intormallon drvallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594151
11161TOA F16 GABLE 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:07 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg41d-hvLg BRnbmHObfFGDi8J W XFrtHVbV51 x4TJaR BOyXBHI
OH8 0H8
Scale=1:18.6
3x4=
= 2 3 4 5 6 7 8 9 10
N . —I 2'
/I/
Oii100•i i;:Ji•JA i••i•J••OOJi ::•K0••i•:O1•;•JJ;•:;•i•JJ•O i i i❖O:O i•:*•:000••i•:•00.••00•J••A i i i i i ii0••i i i••i•:•;i•••:•:•i•:•:•:•:LO•:•:4•:4:::::K•i• •:L•i i:•i• i:;:i•
20 19 18 17 16 15 14 13 12 11
3x4= 3x4= 3x4= 3x4=
1-6-12I 2-10-12 { 4-2-12 5-6-12 I 6-10-12 i 8-2-12 I 9-6-12 -9-4 11-4-0
1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 2- 1-6-12
Plate Offsets(X,Y)-- [10:0.1-8,Edge],[12:0-1-8,Edgel,[19:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lou) Udet1 Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 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 0.04 Horz(TL) -0.00 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:58 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.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:19-20,11-12.
REACTIONS. All bearings 11-4-0.
(lb)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,12,18,17,16,15,14,13
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)All plates are 1.5x3 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.
SIrongbacks to be attached to walls at their outer ends or restrained by other means.
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AAF-7473 rev.10103/1015 BEFORE USE. lit
Design valid for use only with MFtel&connectors.Iris design Is based only upon parameters shown,and Is for an individual txrldkng component not
a truss system.Before use.the bilking 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 chard members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possble personal injury and property damage. For general gridance regarding the
fabrication.storage,delivery,erection and tracing el trusses and truss systems seeANSI/WPI I Qualty Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Stile 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T9594152
11161TOA F17 Floor 10 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:07 2016 Page 1
I D:TvdoVe7S16166zpglvAgm5yg41d-hvLgBRnbmHObtFGDi8J W X Fro0VTy5xO4TJaRBOyXBHI
0-3-0
I
1-3-0 II— I 1-6-0 _ 01118
Scale'=1:19.0
4x6 II 3x6= 1.5x3 II 1.5x3 I I 1.5x3=
1 2 3 4 5 6 7
^•i i —NNN
15
. . i>?<5i NNNN N
•
o
14 13 12 11 10 9
1.5x3 II
0-3-8 3-0-8 5-7-8 . 6-4-12 9-9-8 11-3-8
0.3.8 2-9-0 2-7-0 0-9-4 I 3-4-12 i 1-6-0 I
Plate Offsets(X,Y)-- 11:0-3-0,Edge),17:0-1-8,Edge1,110:0-1-8,Edge,111:0-1-8,Edgel,113:0-1-8,Edgel
------------ --------------- -- -- -----------------LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 I Vert(LL) -0.07 11-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.56 Verl(TL) -0.11 11-12 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) -0.01 8 rVa n/a
BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:62 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.3(f1at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=588/0-3-8,1=595/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 7-8=-579/0,1-2=-633/0,2-3=-974/0,3-4=-1289/0,4-5=-1289/0,5-6=-1289/0,6-7=-540/0
BOT CHORD 12-13=0/632,11-12=0/1256,10-11=0/1289,9-10=0/1022
WEBS 2-13=-524/0,1-13=0/823,7-9=0/693,2-12=0/465,6-9=-670/0,3-12=-392/0,6-10=0/477
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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.
•
/ r
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/922015 BEFORE USE. 11111
Design valid for use oNy with rvtitekIS connectors.This design k Died oNy upon parameters shown,and Is for an Individual trading component.not
a truss system.Before use,the building designer must verity tie 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 oNy. Additional temporary and permanent txaclng MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guide nce regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI 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 TTruss Truss Type Oty Ply
' I T9594153
11161TOA F18 Floor 3 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:08 2016 Page 1
I D:TvdoVe?sl 6166zpglvAgm5yg41d-95v2PnnDXaW SHPrQGrrl4TNzMupQgPOEizK_ktyXBHH
0-1-8
1-3-0 1.0.8i 0-,_118
Scale'=1:19.8
1.5x3= 1.5x3=
1 2 3 4 5 6
o , ' a i a T
r
52— 16
O
Y 11\.._ —
—NN . —
i . ori ) i
13 12 11 10 9 8
1.5x3 I I 1.5x3 II
1-6-0 4-0-07.9.8 10-3-8 11-9-8
1-6-0 2-6-0 3-9-8 2-6-0 l 1-6-0 I
Plate Offsets(X,Y)-- f3:0-1-8,Edgel,14:0-1-8,Edge],[6:0-1-8,Edge]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.05 11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.08 10-11 >999 240
BCLL 0.0 Rep Stress lncr YES WB 0.37 Horz(TL) 0.02 7 rVa n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:64 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 14=629/0-5-8,7=629/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-14.624/0,6-7=-624/0,1-2=-600/0,2-3=-1326/0,3-4=-1520/0,4-5=-1326/0,5-6=-600/0
BOT CHORD 12-13=0/1119,11-12=0/1520,10-11=0/1520,9-10=0/1520,8-9=0/1119
WEBS 6-8=0/772,1-13=0/772,5-8=-722/0,2-13=-722/0,5-9=0/307,2-12=0/307,4-9=-344/0,3-12=-344/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 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.
0 WARNING-Willy design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS 7473 rev.1O.W12015 BEFORE USE. mit
Design valid for use only with Ivaleka connectors.This design is based only upon parameters shown,and Is for an Individual twidlrq component not
a truss system.Before use-the building designer musl verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent truckling of IndMdual truss web aid/or chord members only. AddUlorxal temporary and permanent bracing Moak'
Is always requked for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the I
lab rlcatbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. I Tampa.FL 33610
Job - jTruss Truss Type Qty Ply
T9594154
,11161 TOA I FG01 FLOOR 1
1 3 Job Reference(optional) I
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:09 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-dHTRc7orlueJvZOcgZM.cgw13121ZmVNxd3XGJyXBHG
2-8-13 5-3-14 7-10-15 10-6-1 13-1-2 15-8-3 18-5-0
2-8-13 I 2-7-1 { 2-7-1 { 2-7-1 2.7.1 i 2-7-1 2-8-13 i
Scale=1:31.1
6x8= 2x4 I I 4x5= 4x5= 5x6= 4x10 =
1 4x10= 2556= 317 4 5 18 6 7 8
—o"
o
i . -___..__________.1L:L:____T:::____:_____jfl._T_______......:z—_____ r_____...._----______...!, .______________ _j_
tt
16 19 15 20 14 21 13 22 12 23 11 24 10 25
4x5 II 4x10= THD46 5x6 THD46 7x10 THD46 4x5 _ THD46 8x12 MT2OHS= 7x10 = 4x5 II
THD46 THD46 THD46 THD46 THD46
2.8.13i 5-3-14 7-10-15 ( 10-6-1 I 13-1-2 i 15-8-3 { 18-5-0 i
' 2-8-13 2-7-1 2-7-1 2-7-1 2-7-1 2-7-1 2-8-13
Plate Offsets(X,Y)-- [2:0-2-8,0-2-8],[3:0-3-4,0-3-0],[7:0-2-8,0-2-8],19:Edge,0-3-81,[10:0-3-8,0-4-8],[11:0-6-0,0-4-8],[13:0-5-0,0-4-4],[14:0-2-8,0-2-8],[15:0-3-8,0-2.0]
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.45 12-13 >480 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.77 12-13 >284 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Ina NO j WB 0.74 Horz(TL) 0.06 9 ria n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:306 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins,
3-8:2x4 SP SS except end verticals.
BOT CHORD 2x6 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
9-11:2x6 SP No.1
WEBS 2x4 SP No.3`Except`
1-15,2-14,3-13,5-13,6-12,7-11,8-10:2x4 SP No.1
REACTIONS. (lb/size) 16=1765/0-5-8,9=1976/0-5-8
Max Uplift 16=-147(LC 4),9=-147(LC 5)
Max Gray 16=4393(LC 12),9=5193(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-16=-3797/144,1-2=-10364/317,2-3=-17402/513,3-4=-20631/593,4-5=-20631/593,
5-6=-20909/604,6-7=-17141/510,7-8=-10153/317,8-9=-3744/145
BOT CHORD 15-16=-22/570,14-15=-317/10364,13-14=-528/17598,12-13=-604/20909,
11-12.525/17354,10-11=-317/10153,9.10=-22/547
WEBS 1-15=-315/10443,2-15=-2521/149,2-14=-212/7505,3-14=-1300/99,3-13=-140/3258,
5-13=-297/46,6-12=-156/3790,6-11=-1417/102,7-11=-209/7507,7-10=-2622/148,
8-10=-314/10243
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:2x6-2 rows staggered at 0-6-0 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511 B=4511 L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6
MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)
Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6
MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind
(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live
(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);
#19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel).
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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Contrifirlikbetweemattle bottom chord and any other members. 1
mi
0 WARNING-Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10413/1015 BEFORE USE.
Design valid for use only with Mllekparameterst9 connectors.This design Is based only upon parameters shown,and Is iwd
for an ivldual building component,not t
a truss system.Before use,tire bulking designer must verity the applicability of design parameters and properly Incorporato this design Into the overall
bgdng design. Bracing indicated is to prevent buckling of Incivkfual 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 inlay and property damage. For general guidcnce regarding the
labrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPlt Quality Criteria,DSB-89 and BCSI Buiding Component 6904 Parke East Bivd.
Solely Information available Born Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria-VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594154
1116170A FG01 FLOOR 1 3 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:09 2016 Page 2
I D:TvdoVe?s16166zpglvAgm5yg41d-dHTRc7orl ueJvZOcgZM_cgw 13121 ZmVNxd3XGJyXBHG
NOTES-
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 16 and 147 lb uplift at joint 9.
10)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-3-4 oc max.starting at 2-0-0 from the left end to 18-3-4 to connect truss(es)
to back face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-8=-60,9-16=-20
Concentrated Loads(lb)
Vert:9=-261(B)13=-254(B)19=-254(B)20=-254(B)21=-254(B)22.254(B)23=-254(B)24=-254(B)25=-254(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1aV3/2015 BEFORE USE
Design valid for use only with MiteliSt connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the biding designer must verify the applicability of design parameters and properly incorporate this design Into the overall
irking 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 WVuy and properly damage. For general gulda ce regarding the
fabrication.storage,delivery,erection and bracing of trusses and Buss systems.seeANSI/1PI1 Cully Criteria,DSB-69 and SCSI Betiding Component 6904 Parke East Blvd.
Sdely InfotmatIon available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type l Ory Ply
19594155,
1116170A FG02 FLOOR l 1
2 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:09 2016 Page 1
I D:TvdoVe?s t 6166zpglvAgm5yg4ld-dHTRc7orlueJvZOcgZM_cgwCUIDxZrGNxd3XGJyXBHG
3-3-8 6-7-0
3-3-8 3-3-8
Scale=1:12.5
3x4=
3x4= 2 2x4 II 3
- � _ H
•
THD46 JUS24 JUS24 JUS24
4x10=
7 5 8 9 10
THDH26-3
2x4 I I 2x4 I I
3-3-8 6-7-0
3-3-8 3-3-8
Plate Offsets(X,V)-- 11:0-1-1Z0-1-8],[3:0-1-12,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.03 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.04 5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.00 4 rVa n/a
BCDL 5.0 Code F8C2014/TPI2007 Matrix-MS Weight:73 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 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=1128/0-3-8,4=1141/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-6=-673/0,1-2=-1733/43,2-3=-1733/43,3-4=-673/0
WEBS 1-5=-45/1812,2-5=-394/0,3-5=-45/1812
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 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads 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)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)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 1-0-12 from the left end to connect truss(es)to
back face of bottom chord.
6)Use USP THDH26-3(With 16d nails into Girder&16d nails Into Truss)or equivalent at 3-1-4 from the left end to connect truss(es)
to back face of bottom chord.
7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-0-0 oc max.starting at 3-11-12 from
the left end to 5-11-12 to connect truss(es)to back face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Ven:1-3=-100,4-6.10
Concentrated Loads(Ib)
Ven:5=-139(B)7=-609(B)8=-276(B)9=-276(B)10=-276(B)
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.16V3/201S BEFORE USE.
Design valid for use only with Milekb connectors.This design is trued only upon parameters shown.and Is for an IrsdMdual building component,not
a truss system.Before use,the balding 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 Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
Is always requked 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.sOOANSI/WPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Mformallon available Born Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594156
11161TOA FG03 FLOOR 1
2 Job Referenc(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:10 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg4ld-5U 1 pgSpT3BmAW)?oNGtD9uTMW iZsIGeX9Hp5olyXBHF
3.5.12I 6-11-8 I
3-5-12 3-5-12
Scale=1:13.2
3x5=-
3x5
3x5= 2 2x4 I l 3
i 1
�-
,
_ _
. ._, _
1 1
_ _
_,
C •
JUS24 JUS24 JUS24
4x10 JUS24 JUS24 JUS24
7 8 9 5 10 11 12
2x411 2x411
3-5-12 6-11-8
3-5-12 3-5-12
LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) 1/deft Lid I PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 ( Vert(LL) -0.04 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.05 5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.55 i Horz(TL) -0.00 4 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS i Weight:77 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 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=1174/0-5-8,4=1215/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-6=-798/0,1-2=-2226/0,2-3=-2226/0,3-4=-798/0
WEBS 1-5=0/2316,2-5=-400/0,3-5=0/2316
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 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads 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)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)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-0-0 oc max.starting at 1-0-12 from the
left end to 6-0-12 to connect truss(es)to front face of bottom chord.
6)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:1-3=-100,4-6=-10
Concentrated Loads(Ib)
Vert:7=-276(F)8=-276(F)9=-276(F)10=-276(F)11=-276(F)12=-276(F)
1 �
Q WARNING-Verily dselgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10ro3/20i5 BEFORE USE. Nit
Design valid for use only with MllekS)connectors.This design IS based only upon parameters shown,and is for an individual building component.not
a Iran system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
bulking design. &acing 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 wills possible personal injury and properly damage. For general guidance regarding the
fabricators storage.delivery,erection and bracing of trusses and truss systems,serANSVTPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avalkrble from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss 'Truss Type Qty I Ply
T9594157
11161TOA FG04 Roof Special Girder 1
2 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:10 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg4ld-5U 1 pgSpT3BmAWj?oNGtD9uTBF iZcIAAX9Hp5olyXBH F
5-0-4 10-0-8
5-0-4 5-0-4
Scale=1:18.1
Special 2x4 II 5x12=Special
4x10=
1 Special Special 2 Special Special 3 3x6
— — •
0
- 8 -
•
O
o-- _
1 _ I1 lam- n __ 1n (1
9 10 11 5 12 13 4
NAILED NAILED 4x12 NAILED NAILED 3x6 II
6 NAILED
4x5 I I
5-0-4 10-0-8
5-0-4 5-0-4
Plate Offsets(X,Y)-- [3:0-5-8,0-3-0),[4:0-3-0,0-0-4],[5:0-4-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/defl Lid T PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.05 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 ' BC 0.31 Vert(TL) -0.09 5 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(TL) 0.01 8 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:121 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 6=2764/Mechanical,8=2554/0-3-8
Max Uplift 6=-569(LC 4),8=-525(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-6=-2312/484,1-2=-3794/780,2-3=-3794/780,4-7=-75/403,3-7=-75/403
BOT CHORD 5-6=-58/279,4-5=-143/689
WEBS 1-5=-778/3788,2-5=-2213/495,3-5=-693/3376
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 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads 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=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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)Refer to girder(s)for truss to truss connections.
8)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 569 lb uplift at joint 6 and 525 lb uplift at
joint 8.
10)"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.
11)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the lett end to 10-0-8 sufficient to connect
truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-416,4-6=-10
Continued on Dane 2
A WARNING-vMly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MIIekN connectors.This design Is based only upon parameters shown,and is for an individual banding 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. Bracing indicated is to prevent budding of Individual truss web and/or chord members only.AddItbnal temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. [of general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component ! 6904 Parke East Blvd.
Safely Intormal$on available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
�f
T9594157
11161 TOA FG04 Roof Special Girder 1 2 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:10 2016 Page 2
ID:TvdoVe?s16166zpglvAgm5yg4td-5U1 pgSpT3BmAWj?oNGtD9uTBFiZcIAAX9Hp5olyXBHF
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:9=-259(F)10=-257(F)11=-257(F)12=-257(F)13=-257(F)
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 515.7473 rev.101732015 BEFORE USE
Design valid for use only with Milekf connectors.This design Is bused only upon parameters shown,and is for an individual building component,not
a truss system.Before use.he bullring designer must verify the applicability of design parameters and properly kicorporato this design Into the overall
building design. 13rackrg indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required tor stability and to prevent collapse with possile personal Wilily and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 nudity Criteria,DS8-69 and SCSI Building Component 6904 Parke East Blvd.
Safety Informdlon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594158
11161TOA FG05 Flat Girder 1
2 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:11 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41d-agbBl og6gVu18sa_x_OSh5?PH6o_.1 dMgOxYeKByXBHE
5-6-0 11-0-0
5-6-0 5.6.0
Scale=1:18.4
1 4x10= 2x4 I I 4x10=
0 0
THD26 THD26 510x14—
_
THD26 THD26 THD26 4
6
4x6=
4x6=
5-6-0 1 11-0-0
5-6-0 5-6-0
Plate Offsets(X,Y)-- 11:0-4-8,0-2-01,13:0-4-8,0-2-01,(4:Edge,0-2-0)
LOADING (psf) SPACING- 2-0-0 1 CSI. 1 DEFL. in (lac) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.08 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 ! BC 0.75 Vert(TL) -0.19 4-5 >669 180
BCLL 0.0 ' Rep Stress!nor NO WB 0.90 Horz(TL) 0.00 4 rVa n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS J Weight:134 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-5,3-5:2x4 SP No.2,2-5:2x4 SP No.3
REACTIONS. (lb/size) 6=4011/0-5-8,4=4434/Mechanical
Max Uplift 6=-2(LC 4),4=-83(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-6=-3248/0,1-2=-6605/100,2-3=-6605/100,3-4=-3237/0
BOT CHORD 5-6=0/594,4-5=-3/624
WEBS 1-5=-110/6412,2-5=-2359/0,3-5=-104/6381
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads 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=5.Opsf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 psi bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections.
8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 6 and 83 lb uplift at
joint 4.
9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified.
Building designer must review loads to verify that they are correct for the intended use of this truss.
10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from
the left end to 10-0-12 to connect truss(es)to front face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-416,4-6=-10
Continued on oaae 2
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03101S BEFORE USE.
Design valid for use only with Weld/connectors.1Ns design Is based only upx>n Ixxa meters shown,and Is for an IrxilNdual 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.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collo se with possible personal Injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of Busses and truss systems,seeANSI/IPI1 Quality Criteria,DS8.89 and SCSI Bulking Component 6904 Parke East BHd.
Safely information available from truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
`Job ITruss Truss Type Qty Ply
rf
T9594158
11161TOA EGOS Flat Girder 2 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:11 2016 Page 2
ID:TvdoVe?s 16166zpglvAgm5yg41d-agbB 1 og6gVu18sa_x_OSh5?PH6o_1 dMgOxYeKByXBHE
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:7=-790(F)8=-790(F)9=-790(F)10=-790(F)11=-791(F)
2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pIf)
Vert:1-3=-361,4-6=-10
Concentrated Loads(Ib)
Vert:7=-690(F)8=-690(F)9=-690(F)10=-690(F)11=-691(F)
3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-3=-231,4-6=-30
Concentrated Loads(Ib)
Vert:7=-570(F)8=-570(F)9=-570(F)10=-570(F)11=-574(F)
4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-58,4-6=-6
Concentrated Loads(Ib)
Vert:7=152(F)8=152(F)9=152(F)10=152(F)11=151(F)
5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-58,4-6=-6
Concentrated Loads(Ib)
Vert:7=152(F)8=152(F)9=152(F)10=152(F)11=151(F)
6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-206,4.6=-10
Concentrated Loads(Ib)
Vert:7=156(F)8=156(F)9=156(F)10=156(F)11=155(F)
7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert 1-3=-206,4-6=-10
Concentrated Loads(Ib)
Vert:7=156(F)8=156(F)9=156(F)10=156(F)11=155(F)
8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-3=-82,4-6=-6
Concentrated Loads(Ib)
Vert:7=152(F)8=152(F)9=152(F)10=152(F)11=151(F)
9)Dead+0.6 MW FRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-111,4-6=-6
Concentrated Loads(Ib)
Vert:7=152(F)8=152(F)9=152(F)10=152(F)11=151(F)
10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-206,4-6=-10
Concentrated Loads(Ib)
Vert:7=156(F)8=156(F)9=156(F)10=156(F)11=155(F)
11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-206,4-6=-10
Concentrated Loads(Ib)
Vert:7=156(F)8=156(F)9=156(F)10=156(F)11=155(F)
12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90
Uniform Loads(pIf)
Vert:1-3=-196,4-6=-10
Concentrated Loads(Ib)
Vert:7=-390(F)8=-390(F)9=-390(F)10=-390(F)11=-391(F)
13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-369,4-6=-10
Concentrated Loads(Ib)
Vert:7=70(F)8=70(F)9=70(F)10=70(F)11=68(F)
14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-369,4-6=-10
Concentrated Loads(Ib)
Vert:7=70(F)8=70(F)9=70(F)10=70(F)11=68(F)
15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pIf)
Vert:1-3=-369,4-6=-10
Concentrated Loads(Ib)
Vert:7=70(F)8=70(F)9=70(F)10=70(F)11=68(F)
16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-3=-369,4-6=-10
Continued on naae 3
WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MifEK REFERANCE PAGE Me-7473 rev.101032015 BEFORE USE.
Design valid la use only with Mleekdc connectors.This design is based only upon parameters shown,and Is for an individual balding 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. Bracing Indicated Is id
to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
ek•
Is always required for stability and to prevent collapse with passible personal miry and property damage. For general guidance regarding the
fdalcation,storage,delivery.erection and bracing of trusses and truss systems,sroANSI/TPI1 Quilty Criteria.DSB-$9 and BCSI Wading Component 6904 Parke East Blvd.
Satety Information a vdkdble born Truss Plate institute.218 N.Lee Street.Suite 312.Ahexandla.VA 22314. Tampa.Ft.33610
Job I Truss Truss Type Qty Ply
T9594158
11161TOA FG05 Flat Girder 1
2 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:11 2016 Page 3
I D:TvdoVe?s 16166zpglvAgm5yg4ld-agbB l og6gVu l 8sa_x_OSh5?PH6o_t dMgOxYeKByXBHE
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:7=70(F)8=70(F)9=70(F)10=70(F)11=68(F)
17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(p11)
Vert:1-3=-58,4-6=-6
Concentrated Loads(Ib)
Vert:7=-416(F)8=-416(F)9=-416(F)10=-416(F)11=-417(F)
18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-58,4-6=-6
Concentrated Loads(Ib)
Vert:7=-416(F)8=-416(F)9=-416(F)10=-416(F)11=-417(F)
19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-206,4-6=-10
Concentrated Loads(Ib)
Vert:7=-412(F)8=-412(F)9=-412(F)10=-412(F)11=-413(F)
20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-206,4-6=-10
Concentrated Loads(Ib)
Vert:7=-412(F)8=-412(F)9=-412(F)10=-412(F)11=413(F)
21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-3=-82,4-6=-6
Concentrated Loads(Ib)
Vert:7=-416(F)8=-416(F)9=-416(F)10=-416(F)11=-417(F)
22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-111,4-6=-6
Concentrated Loads(lb)
Vert:7=-416(F)8=-416(F)9=-416(F)10=-416(F)11=-417(F)
23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-206,4-6=-10
Concentrated Loads(Ib)
Vert:7=-412(F)8=-412(F)9=-412(F)10=-412(F)11=413(F)
24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-206,4.6=-10
Concentrated Loads(Ib)
Vert:7=-412(F)8=-412(F)9=412(F)10=-412(F)11=-413(F)
25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-369,4-6=-10
Concentrated Loads(Ib)
Vert:7=-631(F)8=-631(F)9=-631(F)10=-631(F)11=-633(F)
26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-3=-369,4.6=-10
Concentrated Loads(Ib)
Vert:7=-631(F)8=-631(F)9=-631(F)10=-631(F)11=-633(F)
27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate
Increase=1.60
Uniform Loads(plf)
Vert:1-3=-369,4-6=-10
Concentrated Loads(Ib)
Vert:7=-631(F)8=-631(F)9=-631(F)10=-631(F)11=-633(F)
28) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate
Increase=1.60
Uniform Loads(pH)
Vert:1-3=-369,4-6=-10
Concentrated Loads(Ib)
Vert:7=-631(F)8=-631(F)9=-631(F)10=-631(F)11=-633(F)
A WARNING•Verify design param.rore and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE M8.7473 rev.1003!2015 BEFORE USE.
Design valid for use only with Mllekf>connectors.This design Is txx<x1 only upon parameters shown.and is for an Individual bulding Component,not
a truss system.Before use,the building designer must verify the applicobllty of design parameters and properly incortxxale 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 possible personal inlay and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSUIP11 Qually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Trus Plate Institute,218 N.Lee Street,Suite 312•Alexandria VA 22314. i Tampa.FL 33610
Job Truss !Truss Type Oty Ply
I T9594159
1116170A FG06 -I FLOOR ,1
_ _3_1Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:12-2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41d-2s9ZF8gkbpoum09BVhvhEJYXxW 82m8RpdblCteyXBH D
3-1-12 6-0-0 8-9-10 11-7-4 14-4-14 17-6-0
3-1-12 2-10-4 2-9-10 I 2-9-10 I 2-9-10 3-1-2
Scale=1:30.4
0.25112
2x4 II 4x5= 4x5= 455=
4510= 4 5 6 7
Special 2x4 II 5x12=
1 2 2 • ® v
o iLmmoslow.
... ....- .61...---- ---- ----------------' ji---------;%jll
a Bs
14 13 11 10 9 8
4x10 I! 4x6= 3x4 II 4x10= 6x8= 4x5= 2x4 II
3-1-12 6-0-0 8-9-10 11-7-4 14-4-14 17-6-0
3-1-12 2-10-4 I 2-9-10 I 2-9-10 I 2-9-10 l 3-1-2
Plate Offsets(X,Y)-- [3:0-3-12,0-2-01,[3:1-1-0,0-2-01,[13:0-2-4,0-2-01
LOADING (psf) SPACING- 1-0-0 CSI. DE FL. in (loc) Udell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.04 10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.54 14 >135 120
BCLL 0.0 Rep Stress Inco NO WB 0.66 Horz(TL) -0.02 8 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:238 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.3`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
1-14:2x6 SP No.2,3-12:2x8 SP No.2
REACTIONS. (lb/size) 12=2124/0-5-8,8=-282/Mechanical
Max Uplift 8=-503(LC 3)
Max Gray 12=2124(LC 1),8=144(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-14=-455/0,1-2=0/2382,2-3=0/2370,3-12=-2296/0,3-4=0/4532,4-5=0/4532,
5-6=0/2861,6-7=-201/1422,7.8=-132/493
BOT CHORD 13-14=-2370/0,12-13=-6315/0,11-12=-6024/0,10-11=-2942/0,9-10=-1422/201
WEBS 2-13=-598/0,5-10=0/582,6-9=-56/516,7-9=-1467/188,6-10=-1545/0,5-11=-1885/0,
3-11=0/2029,3-13=0/4155
NOTES-
1)3-ply truss to be connected together with 10d(0.131'x3')nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row 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)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 503 lb uplift at joint 8.
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.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:1-3=-50,3-7=-50,8-14=-5
Concentrated Loads(Ib)
Vert:1.900
� l
pa
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/932015 BEFORE USE.
Design valid for use only with MiTelaD connectors.This design Is based only upon parameters shown.and Is for an Indivkival 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
bolding 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 properly damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems seeANSI/IPI l Quality Cr tecta,DSB-89 and SCSI Building Component 6904 Parke East Bird.
Safety Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610
Job I Truss I Truss Type Qty Ply
T9594160
11161TOA IFT01 FLOOR 1
3 Job Reference(optional)
Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:12 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-2s9ZF8gkbpOum09BVhvhEJYXwW 85m4ypdblCteyXBHD
3-1-12 I 6-0-0 8-11-8
3-1-12 2-10-4 2-11-8
Scale=1:17.0
0.25[12 2x4 II
4x12= 4
Special
22x4 II 4x12= 3 °
4x6-8 7
••'•••••••:• ❖:•:••::•:::::•.:i.❖�;.•..•.•.�..•.
4x10 II •i':•i••i•i••O"J•.•1.:•:.••• Oei 0 00 0•O.W.
3x5 5x8—
3-1-12 6-0-0 8-11-8
3-1-12 2-10-4 2-11-8
Plate Offsets(X,Y)-- [3:1-1-1,0-2-2],[3:0-5-12,0-2-0],[5:0-3-4,0-3-0],[7:0-2-4,0-2-0]
LOADING (psi) SPACING- 1-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.00 5-6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) 0.01 5-6 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) -0.01 5 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:116 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-11-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
1-8:2x6 SP No.2,3-6:2x8 SP No.2
REACTIONS. (lb/size) 6=3884/2-7-12,6=3884/2-7-12,5=-2512/2-7-12
Max Uplift 5=-2562(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-8=-454/0,1-2=0/2384,2-3=0/2373,3-6=-3911/0
BOT CHORD 7-8=-2372/0,6-7=-6302/0,5-6=-5736/0
WEBS 3-5=0/5964,2-7=-599/0,3-7=0/4138
NOTES-
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row 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(8)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2562 lb uplift at Joint 5.
5)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward
movement at the bearings.Building designer must provide for uplift reactions indicated at joint 5.
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.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3.50,3-4=-50,5-8=-5
Concentrated Loads(Ib)
Vert:1=-900
l
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MA-7473 rev.10g9/1075 BEFORE USE. �I
Design valid for use only with Milekia connectors.itis design Is based only upon parameters shown,and Is form individual building component,notifit
a truss system.Before use.the building designer must verify the applicability of design parcmeters and properly incorporate Ilk design Into the overall
building design. Bracing Indicated Is to prevent Deckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIR**
k
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
falxk:aitm.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd.
Safety Information avdlable front Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594161
.11161TOA FT02 FLOOR 9 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:13 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg41d-W 3ixSUrMM681NAkN300wnW 5gCvbaVdhzsF 1 IP4yXBHC
3-1-126.0.0 8-9-10 11-7-4 14-4-14 17-6-0
3-1-12 2-10-4 ( 2-9-10 2-9-10 2-9-10 i 3-1-2
Scale=1:30.1
TRUSS IS DESIGNED TO SUPPORT
NO CONCENTRATED LOADS
AT ITS CANTILEVERED END(S).
0.25 112
2x4 II4 — 5 6 7 8
4x10•
=
t 2O
,,,' 1:1 - Cilifilli Z -- 1 ---- ---1.'--- ----------1—j1-1 ,------------------------- -------1- tili
15 14 ` 12 11 10 9
3x811 6x8= 2x4 II
3-1-126-0-0 8-9-10 11-7-4 I 14-4-14 I 17-6-0
3-1-12 2-10-4 2-9-10 2-9-10 2-9-10 3-1-2
Plate Offsets(X,Y)-- [4:0-3-4,0-1-8],[13:0-2.4,0-2-0],[14:0-2-0,0-2-01
LOADING (psi) SPACING- 1-0-0 CSI. I DEFL. in (loc) I/dell Lid PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.03 11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.04 11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.01 9 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:79 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.3'Except' BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing.
4-13:2x6 SP No.2
REACTIONS. (lb/size) 13=732/0-5-8,9=214/Mechanical
Max Uplift 9=-8(LC 3)
Max Gray 13=732(LC 1),9=281(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-13=-381/0,4-5=0/927,5-6=-386/573,6-7=-683/258,7-8=-574/74,8-9=-264/15
BOT CHORD 13-14.1268/0,12-13=-573/386,11-12=-270/687,10-11=-74/574
WEBS 8-10=-81/571,6-12=-506/0,5-13=-806/0,3-14=0/1115
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2)All plates are 4x5 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 9.
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.
1 I
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE IN/I.7473 rev.161132015 BEFORE USE. '
Design valid tor use only with MIlekli connectors.This design Is tired only upon parameters shown.and Is for an Individual finding component,not
a truss system.Before use,the Wilding designer must verify the appllcabllry 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.Add ition:A temporary and permanent bracing MiTek'
is always requited for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of mases and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avalable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexcnckka,VA 22314. Tampa.FL 33610
Job 'Truss Truss Type Qty Ply
T9594162
11161TOA FT03 HALF HIP 3 1
I Job Reference(optional) 1
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:13 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg41d-W 3ixSUrMM68INAkN30QwnW 5tQvdBVhBzsF 1 IP4yXBHC
I
3-1-12 6-0-0 8-8-12 I 11-7-4 14-5-12 I 17.9.8
3-1-12 2-10-4 2-8-12 2-10-8 2-10-8 3-3-12
TRUSS IS DESIGNED TO SUPPORT Scale=1:30.6
NO CONCENTRATED LOADS
AT ITS CANTILEVERED END(S).
0.25 12
3x8
2x4 11 4510 = 4 5 17 6 18 7 8
1 2 16 I3 ° I
a .J e• e • e
15 14 12 11 10 K
3x8 II 13 6x8— 2x4 II
3-1-12 6-0-0 8-8-12 11-7-4 14-5-12 17-9-8
I 3-1-12 I 2-10-4 i 2-8-12 I 2-10-8 I 2-10-8 3-3-12 I
Plate Offsets(X,Y)-- [4:0-3-12,0-1-81,111:0-3-12,0-3-01,[13:0-2-4,0-2-01,[14:0-2-0,0-2-0]
LOADING (psf) SPACING- 1-0-0 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.03 11 >999 180
BCLL 0.0 ' Rep Stress!nor YES WB 0.31 Horz(TL) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:80 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.3'Except' GOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
4-13:2x6 SP No.2
REACTIONS. (lb/size) 13=536/0-5-8,9=164/0-3-8
Max Horz 13=7(LC 12)
Max Uplift 13=-110(LC 8),9=-48(LC 9)
Max Gray 13=536(LC 1),9=196(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-13=-259/75,4-5=-144/650,6-7=-445/124,7-8=-411/106
GOT CHORD 13-14.918/212,11-12=-127/443,10-11.106/411
WEBS 8-10=-104/403,6-12=-390/73,5-13=-587/124,3-14=-185/807
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=5.Opsf;BCDL=5.0psf;h=2511 B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-2-12,Exterior(2)
6-2.12 to 10-5-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)All plates are 4x5 MT20 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 13 and 48 lb uplift at
joint 9.
� t
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIT-7473 rev.10W3/2015 BEFORE USE. '
Design valid 104 use only with MllekZ()connectors.This design Is based only upon paraneters shown,and is for an Individual building component,not
a truss system.Before use,the braking designer must verily the appllarilily of design parameters and properly incorporate thus 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 Miiek'
is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
is rk;atbn.storage,delivery,erectbn and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd.
Safety Information available from Truss Plate InsBhAe.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594163
111161TOA FT04 FLOOR 7 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:14 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg4ld-_FGKfgs70Gc?KJZc6x9JkdzoJxYE6164vnIxW yXBH B
3-8-10 5-10-6 10-_0-8
3-8-10 2-1-12 4-2-2
Scale=1:17.6
Special 2x4 1 2x4 !I 5x12=
_
1 4x5 11 2 3 4 4x6=
V
rl10 Ft
N
N e I • i • lllr/\/X\\/
7 6 4x5=
4x5= 2x4 11
8
2x4 !I
3-8-10 5-10-6 10-0-8
3-8-10 2-1-12 4-2-2
Plate Offsets(X,V)-- (4:0-4-8,0-2-12]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.02 6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.03 6 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 10 n/a n/a
BCDL 5.0 Code FBC2014ITP12007 Matrix-MS Weight:531b 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 8=1583/Mechanical,10=487/0-3-8
Max Uplift 8=-16(LC 8),10=-96(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-8=-1561/134,1-2=-639/129,2-3=-639/129,3-4=-639/129
BOT CHORD 6-7=-129/639
WEBS 1-7=-139/701,2-7=-311/94,3-6=-274/78,4-6=-116/556
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsh h=25f1;B=4511;L=24ft;eave=41t;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-5-4 zone;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 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.
5)Refer to girder(s)for truss to truss connections.
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 16 lb uplift at joint 8 and 96 lb uplift at
joint 10.
8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review
loads to verify that they are correct for the intended use of this truss.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:1-4=-100,5-8=-10
Concentrated Loads(lb)
Vert:1=-1048
2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:1-4=-80,5-8=-10
Continued on Daae 2
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.I 03x2015 BEFORE USE
Design valid for use only with Mi leidi 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 veiny the uppilcebllty of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of in divIdual 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 damage. F r general guidance regarding the
fabrication.storage.delivery,erection and bracing o1 tnuses and truss systems.seeANSl/TPI1 Quality Criteria,DSS-89 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 `I
Job Truss Truss Type !Qty Ply
T9594163
11161 TOA FT04 FLOOR 17 1
Job Reference(optional)
Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:14 2016 Page 2
ID:TvdoVe?s 16166zpglvAgm5yg41d-._FGKigs_7QGc?KJZc6x9JkdzoJxYE6164vnIxW yXBH B
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:1-902
3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-4=-20,5-8=-30
Concentrated Loads(Ib)
Ven:1=-611
4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-11=40,4-11=25,5-8=-6
Concentrated Loads(Ib)
Vert:1=-2
5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=25,5-8=-6
Concentrated Loads(Ib)
Ven:1=-110
6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-33,5.8=-10
Concentrated Loads(Ib)
Ven:1=-562
7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Ven:1.4=-33,5-8=-10
Concentrated Loads(Ib)
Vert:1=-562
8)Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-4=28,5-8=-6
Concentrated Loads(Ib)
Vert:1=-90
9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=28,5-8=-6
Concentrated Loads(Ib)
Vert:1.90
10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(p11)
Ven:1-4=-21,5-8=-10
Concentrated Loads(Ib)
Vert:1=-504
11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-21,5-8=-10
Concentrated Loads(Ib)
Vert:1=-504
12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-4=19,5-8=-6
Concentrated Loads(Ib)
Vert:1=-154
13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-4=8,5-8=-6
Concentrated Loads(Ib)
Vert:1=-231
14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-4=-21,5.8=-10
Concentrated Loads(Ib)
Vert:1=-504
15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Ven:1-4=-21,5-8=-10
Concentrated Loads(Ib)
Vert:1=-504
16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90
Uniform Loads(plf)
Vert:1-4=-20,5-8=-10
Concentrated Loads(lb)
Vert:1=-466
17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-81,5-8=-10
Continued on Haag 3
A WARNING-V4rlly design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MG-7473 rev.worms BEFORE USE.
Design valid for use only with MileleD connectors.this design Is based only upon parameters shown,and Is for an individual building component not
a truss system.Before use,the rodding designer must verify the appllcabil fy of design parameters and properly Incorporate Ibis design Into the overall
brldhg 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 wtih possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of tnisses and teas systems.seeANSI/1P11 QuaNty Criteria,OS$-89 and BCSI BuNding Component 6904 Parke East Blvd.
Safely Information available horn Truss Plate institute.218 N.Lee Sheet Site 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594163
11161 TOA FT04 FLOOR 7 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek lndustnes,Inc. Mon Oct 03 07:55:14 2016 Page 3
ID:TvdoVe?s16166zpglvAgm5yg41d- FGKtgs_70Gc7KJZc6x9JkdzoJxYE6164vnIxWyXBHB
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:1=-931
18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-4.81,5-8=-10
Concentrated Loads(Ib)
Vert:1=-931
19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-81,5-8=-10
Concentrated Loads(ib)
Vert:1=-931
20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Vert:1-4=-S1,5-8=-10
Concentrated Loads(Ib)
Vert:1=-931
1 _
WARNING-Verify design paramefere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.1403/2015 BEFORE USE.
Design valid for use only with Mtlekr*o 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 verily the applicability of design parameters and properly Incorporate this design into the overall
balking design. Bracing indicated Is to prevent buckling of Indt4 dual 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 damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,SeeANS1/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd.
Safety Information avallabte from Truss Plate Instihute,218 N.Lee Street Suite 312,Alexandra,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594164
11161 TOA FT05 FLOOR 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:15 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41 d-S RgitAtctkOTd UumApTOsxA8 Dj HgzZLGJZ W sTzyXBHA
4-11-8 9-7-0 11-0-0 1
4-11-8 4-7-8 1-5-0
Scale=1:19.1
2x4 i I 4x5= 4x5=
1 4x5= 2 3 4
a
1 x .� N
6 �( 5 0
1 J —
4x5= 2x4 I d
9 4 7
4x10= 2x4 I
2x4 II
4-11-8 9-7.0 ?•11-q 11.0-0 I
4-11-8 4-7-8 0.4.0 1-1-0
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (roc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 I Vert(LL) -0.02 8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.03 8-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.00 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:57 lb FT=20%
1 '
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* except end verticals.
3-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 9=499/0-5-8,6=679/0-3-8
Max Gray 9=508(LC 3),6=679(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-9=-479/0,1-2=-672/0,2-3=-672/0
BOT CHORD 3-6=-633/0
WEBS 2-8=-507/0,1-8=0/676,3-8=0/691
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.
a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. lit
Design valid for use only with MI fold)connectors.This design is txneed orgy upon parameters shown.and Is for an kriMdual bug,ring component,not
a truss system.Before use,the building designer must verify the ap licdNity of design parameters and properly Incorporate ibis 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 Injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and tr ss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird.
Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Aiexandrkz VA 22314. Taupa.FL 33610
Job !Truss Truss Type Qty Ply
i T9594165
11161TOA IFTO6 FLOOR 3 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:15 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-SRgitAtctkOTdUumApTOsxA7gjJxzZ?GJZW sTzyXBHA
I 4-11-8 9-11-0
4-11-8 4-11-8 '
Scale=1:19.1
2x4 i!
1
4,6= 2 35x8—
3x6= C
8 N
J
5 4
3x8= 2x4 11
2x4 I
4-11-8 9-11-0
_ 4-11-8 4-11-8
Plate Offsets(X,Y)-- [3:0-1-12,0-2-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) f/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 j TC 0.53 Vert(LL) -0.02 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.04 5-6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.00 8 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:52 lb FT=20%
1 — - _I —
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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 6=529/0-5-8,8=498/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-6=-499/0,1-2=-72810,2-3=-728/0
WEBS 1-5=0/738,2-5=-529/0,3-5=0/667
NOTES-
1)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity
capacity of bearing surface.
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.
I
A WARNING-Vail),Vail),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mrr-7473 rev.10'032015 BEFORE USE.
Design valid for use only with Milekwr connectors.This design Is based only upon parameters shown,and Is for an individual buildingcomponent,not is
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 Individual truss web and/or chord members only.Additional temporary ma permanent bracing Mirek•
is always required for stability and to prevent collapse with p osstle personal injury aril properly damage. For general guidance regal ding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East BNd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty I Ply
T9594166
:11161TOA FT07 FLOOR 21 I 1
. �_ Job Reference(optional) I
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:15 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d•SRgitAtctkOTdUumApTOsxA1 Jj5uzZHGJZWsTzyXBHA
2-6-0 5-1-127.9.8 10-3-8
2-6-0 2-7-12 2-7-12 2-6-0
Scale=1:16.5
0.25 12
355=
5x8 II 3x8 II 3x8 II 4 4x5= 5 it
i 2 4
♦ -, 1
T O O O
i O
yamy.
O-
;.419 8 7
2x4 H
I
4x5=
0-3-4_ ____ 2-6-0
5-1-12 7-9-8 10-3-8 -i
3 4' 2-2-12 2-7-12 2-7-12 2.6.0
Plate Offsets(X,Y)-- [1:0-4-4,0-2-81,[5:0-2-4,0-1-81,[6:0-2-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.21 8 >550 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.33 8 >352 240
BCLL 0.0 Rep Stress Ina YES WB 0.33 Horz(TL) 0.02 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:38 lb FT=20%
— —
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.1 except end verticals.
WEBS 2x4 SP No.3*Except` SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
1-10:2x10 SP No.2,6-11:2x6 SP No.2 1-4-12 oc bracing:9-10.
REACTIONS. (lb/size) 6=532/0-5-8,10=532/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-10=-307/0,1-2=-1434/0,2-3=-1431/0,3-4=-1429/0
BOT CHORD 9-10=0/1428,8-9=0/1428,7-8=0/1428,6-7=0/1428
WEBS 4-6=-1367/0
NOTES-
1)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.
les.
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI-7173 rev.10/03/2015 BEFORE USE.
Design valid for use only with MIIeido connectors.1Ns design Is Irked only upon ixxameters shown,and Is for an Individual briding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorr xxnlo IW design into the overall
butdng design. Bracing Indicated Is to prevent heckling of individual truss web and/or chord members only. Additkxnal temporary and permanent bracing MiTek'
Is always required for stabUfly and to prevent collapse with possible personal injury and property cianoge. for general guld nce regarding the
fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety IMormallon available from Truss Plate institute,218 N.Lee Street.Sulfa 312.Nexarrdrka.VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T9594167
11161TOA T01 Monopitch Supported Gable 1 1
I _Job Reference(optional)____
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:16 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg4ld-weO44W uEe t W KEeTykX_dO9iM67e4i5pPYDGPOPyXBH9
20-3-8 I
20-3-8
3.00 r12 171:3.5
35 15 r
14 r+
13A —
3x6% 12 Ph r
11hi
10 y
g 9 1)j1'!
7 P1I-
6 R r
5 Ph
4r
A
3 “
3x4 II 2 ^ r
1 A Y
r
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
3x4 I 3x6=
I 20-3-8 I
20.3.8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) Na - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) rVa - Na 999
BCLL 0.0 * Rep Stress Inch YES WB 0.06 I Horz(TL) -0.00 18 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:136 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-3-8.
(Ib)- Max Horz 34=164(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)18,19,20,21,22,23,24,26,27,28,29,30,31 except
33=-165(LC 8)
Max Gray All reactions 250 lb or less at joint(s)34,18,19,20,21,22,23,24,26,27,28,29,30,31,32,
33
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-252/85
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25th B=45th L=24ft;eave=2ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 2-11-8,Exterior(2)2-11-8 to 20-1-12 zone;end
vertical left 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)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
6)Gable studs spaced at 1-4-0 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)18,19,20,21,22,
23,24,26,27,28,29,30,31 except(jt=lb)33=165.
Q WARNING-verify dn/gn pararn.Nrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.1603/2016 BEFORE USE.
al
Design valid for use only with MITek2>connectors.Ns design is based only upon parameters shown.and Is for an Individual building component,not
a truss system.Before use.the bulking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
forking design. Bracing indicated Is to prevent buckling of IndNldu ll truss web and/or chord members only. Additional tempouay and permanent bracing MiTek'
Is always required for stability and to prevent collapse with poastle personal injury and properly damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BIM.
Safety Information avdtabte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
;Job Truss Truss Type Oty Ply
T9594168
11161TOA T02 Roof Special 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:17 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg4ld-OgySlsusPLeBsn 181 EVsxMFSLXrxRRuZmt?zYryXBH8
6.11.8I 11-7-8 16-3-8 20-3-8
6-11-8 4-8-0 4-8-0 4-0-0
3.00 12 4x5 Scale=1:39.6
5
( 2x4 II 12 r
4
6x6
li3
2x4 IIN
r
11
4x5
. piosallimmaimmiummummimmium
YY ElY Y
mil
0 9 6 _ 7 6
2x4 II 4x10= ' 4x10= 2x4 II
6-11.8I 16-3-8 I 20-3-8 I
6-11-8 9-4-0 4-0-0
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.16 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.44 7-9 >542 180
BCLL 0.0 ' ! Rep Stress Ina YES WB 0.45 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 � Code FBC2014/TPI2007 Matrix-MS Weight:121 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=800/Mechanical,10=800/0-5-8
Max Horz 10=174(LC 12)
Max Uplift 6=-146(LC 8),10=-87(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2.1390/131,2.3=-1382/180,3-4=-557/41,4-5=-558/77,5-6=-790/173,
1-10=-743/134
BOT CHORD 7-9=-199/940
,
WEBS 2-9=-377/155,3-9=-79/489,3-7=-574/154,4-7=-286/126,5-7=162/968,1-9=-78/1191
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=2411 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 20-1-12 zone;end
y vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load 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)10 except(j1=1b)
6=146.
V WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.10193/2015 BEFORE USE.
Design valid for roe only with Mitek)connectors.this design is based only upon parameters shown.and Is for an Individual building component,notla
a truss system.Before use.the building designer must verify the appilcablity of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent trickling or Irxttvkdud truss web and/or chord members only.Additional temporary and permanent tracing MiTek'
B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.D58.89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdk#Ae horn Truss Plate institute.218 N.Lee Street.Suite 312.Alexander),VA 21314. Tempa.FL 33610
Job Truss Truss Type Ory Ply
19594169
11161T0A 103 Roof Special 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:18 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-sOWgVCvVAfm1 Uxclry05UaoZ3wDCA?Si?XIW4IyXBH7
6-11-8
6-11-8
2x4 II Scale=1:21.2
3.00 12 2
6
5
3x4
1
1.01
3
4 2x4 I I 3x5=
I
6-11-8
6-11-8
Plate Offsets(X,Y)-- (3:0-2-4,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.12 3-4 >675 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.30 3-4 >270 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 rs/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:36 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=267/0-5-8,3=267/Mechanical
Max Horz 4=78(LC 12)
Max Uplift 4=-24(LC 8),3=-54(LC 8)
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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511 L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-9-12 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load 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)4,3.
A WARNING-Virfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/032016 BEFORE USE.
Design valid for use only with Mllekd connectors.This design is based only upon parameters shown.and Is for an indIvIdual building component,not
a truss system.Before tee,the building designer must verity the applicability of design parameters and properly incorporate Ihts 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 M ITe k*
is always requited for stability and to prevent collapse wtih possible personal injury and properly damage. For general guidance regarding the
tcrtrtcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/JPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Infotmallon available from Truss Plate Institute,218 N.Lee Street.Site 312.Alexarndrla,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594170
111161TOA I T04 Half Hip Girder 1
j i 3 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:19 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-LD4DIXw7xyuu55BXPIXKOnKk8KT2vDSrEBU3ckyXBH6
3-8-4 7-1-0 13-8-4 20-3-8 21-7-0
3-8-4 I 3-4-12 I 6-7-4 6-7-4 1-3-8
Scale=1:49.7
3.00',12
2x4 I'
6
3x6 c 4x10: - AL ANCHORAGE,DESIGNED BY
5 OTHERS,IS REQUIRED AT SUPPORT(S)
4A LOCATION(S)TO ALLOW FOR THE MINIMUM
�s REQUIRED SUPPORT WIDTH SHOWN BELOW.
4x5 G 3x4 I
3
4x5 A 8X12 -
• 2 7 8
4x6
1r,
i i
IL! } i �C
_.2 .3 16 17 12 18 19 20 21
15 14 13 11 10 9
3x8 MT2OHS I 4x6= 7x6= Special 5x10 MT20HS= Special Special Special
4x10 II
THD2S-2
Special 7x10= 8x14 M18SHS=
Special Special
THDH26-2
I
3-8-4 i 7-1-0 13-8-4 I 20-3-8 21-7-0 l
3-8-4 3-4-12 6-7-4 6-7-4 1-3-8
Plate Offsets(X,Y)-- [1:0-2-4,0-2-01,[7:0-3-0,Edgel,[10:0-5-0,0-0-121,[11:0-5-0,0-4-121,[13:0-3-0,0.4-12],114:0-2-0,0.2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.22 11-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.43 11-13 >597 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.07 9 n/a n/a M18SHS 244/190
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:458 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins,
BOT CHORD 2x6 SP No.1 'Except' except end verticals.
9-12:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3*Except'
6-10,1-14:2x4 SP No.2,8-9:2x6 SP No.2
REACTIONS. (lb/size) 9=13631/0-3-8 (req.0-5-6),15=6170/0-5-8
Max Horz 15=317(LC 8)
Max Uplift 9=-551(LC 4),15=-536(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-10109/883,2-3=-14740/1222,3.5=-11121/560,7-10=-70/6978,7-8=-545/24,
8-9=-716/65,1-15=-5830/533
BOT CHORD 14-15=-332/405,13.14=-1069/9767,11-13=-1351/14290,10.11=-306/8084,
9.10=-305/7731
WEBS 2-14=-4030/331,2-13=-359/5318,3-13=-378/2215,3-11=-3879/753,5-11=-235/6596,
5-7=-11531/673,7-11=-402/2794,7-9=-13684/539,1-14=-857/9916
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 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 3-13 2x4-2 rows staggered at 0-5-0 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 roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
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)WARNING:Required bearing size at joint(s)9 greater than input bearing size.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
9=551,15=536.
11)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 7-1-8 from the left end to connect truss(es)to
front face of bottom chord.
12)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 20-5-0 from the left end to connect
truss(es)to back face of bottom chord.
ClaitFilkainaifillote9 where hanger is in contact with lumber.
1
1 A WARNING-Verily design parameter*end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.1rk03r2015 BEFORE USE. NZ
Ikslcin valid for use only with MITekF>connectors.Ibis design Is bused only upon parameters shown,and Is for on Individual bxuldlr rg component,not
a truss system.Before use,the bulking designer must verify the applicability of design parameters and got xnly incorporate tins design Into the overall
bulking design. Wachg Indicated Is to prevent buckling or Individual truss web and/or chord members only. Additional lemporaly cand permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldarx:e regarding the
tat-balbr storage,delivery,erection and bracing of trusses<rxi truss systems,seeANSI/TPII Qually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird.
Safety Information available Born Truss Plate institute.218 N.Lee Street.Suite 312.Aexandrta.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594170
!11161 TOA 1104 Half Hip Girder 1
3 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:19 2016 Page 2
I D:TvdoVe?s 16166zpglvAgm5yg41 d-LD4DjXw7xyuu55BXPfXKOn Kk8KT2v0SrE BU3ckyXBH6
NOTES-
14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1563 lb down and 36 lb up at 9-0-12,1563 lb down and 36 lb up at
11-0-12,1563 lb down and 36 lb up at 13-0-12,1563 lb down and 36 lb up at 15-0-12,1563 lb down and 36 lb up at 17-0-12,and 1563 lb down and 36 Ib up at 19-0-12,
and 1570 lb down and 29 lb up at 21-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-6=-60,7-8=-60,9-15=-20
Concentrated Loads(Ib)
Vert:10=-4415(B)9=-1570(F)13=-2744(F)16=-1563(F)17=-1563(F)18=-1563(F)19=-1563(F)20=-1563(F)21=-1563(F)
Nit
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1011-7473 row.16032015 BEFORE USE
Design valid for use only with Mileicl connectors.This design is based only upon parameters shown,and Is fa 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 In dlvkAai truss web and/or chord members arty. Additional temporary and permanent bracing MiTek
is 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 Muses and truss systems.seeANSI/TPt1 Grapy Criteria,DSB-89 and BCSI Butidng Component 6904 Parke East Blvd.
Safely IntormatIon available horn truss Plate Institute,2113N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594171
1116170A T05 Half Hip Girder 2 1
,Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:20 2016 Page 1
I D:TvdoVe?s16166zpgtvAgm5yg41d-pPdbwtxliGOljFmjzM2ZZ?tObk?_etW?TrEd9AyXBH5
2-0-0 6-5-8
2-0-0 i 4-5-8
Scale=1:12.3
Special
4x5= NAILED 3x4=
5.00 riT 2 9 3
n n
•--� - I I 1 1
10
3x6 II 3x4= NAILED
Special ,
3x4= 2x4 114
2-0-0 I 6-5-8
2-0-0 4-5-8
Plate Offsets(X,Y)-- 11:0-1-11,0-4-131, 0 0,0 t-61,[3:0-t-12,0-t-S),[5:0-1-12,0-1-8]
LOADING(psi) l SPACING- 2-0-0 CSI. DEFL. In (toc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 i BC 0.18 Vert(TL) -0.04 4-5 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 — Code FBC2014/TPI2007 Matrix MS Weight:29 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=268/0-5-8,1=273/0-3-8
Max Horz 1=24(LC 8)
Max Uplift 4=-123(LC 5),1=-99(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-412/168,2-3=-360/156
BOT CHORD 1-5=-155/359
WEBS 3-5=-161/373
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45fh L=24ft;eave=4f1;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);porch left and right exposed;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)Provide mechanical connection(by others)o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
4=123.
6)"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.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 75 lb up at
2-0-0 on top chord,and 28 lb down and 10 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)Is the
responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Ver:5=-25(F)10=-11(F)
SWIM
A WARNING-Vally dMI
aalgn paremeene and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE Ma-7473 nv.10/03/2015 BEFORE USE.
Design valid tor use only with Mliele&connectors.This design Is based only upon parameters shown,and Is for an individual bulling component.not .
a truss system.Wore use,the building designer must verity the applicability of design parameters and properly incorporate this design 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
is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
labdcatio n,storage,delivery,erection and bracing of trusses and tans systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss 'Truss Type Qty Ply
T9594172
11161 TOA T07 i Half Hip 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:20 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-pPdbwbdiGOlj FmjzM2ZZ?t 1 ckyQevn?TrEd9AyXBH5
4-0-0 6-5-8
4-0-0 2-5-8
Scale:3/4'=1'
4x5— 2x4I
2 3
5.00 12
8
4
n
d
3x6 11 4
3x4=
4-0-0 6-5-8
4-0-0 2-5-8
Plate Offsets(X,Y)-- 11:0-2-12,0-1-11
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.11 4-7 >685 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.13 4-7 >575 180
BCLL 0.0 ' Rep Stress Inch YES WB 0.06 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2014/T PI2007 Matrix-MS Weight:27 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=253/0-5-8,1=253/0-3-8
Max Horz 1=48(LC 12)
Max Uplift 4=-103(LC 9),1=-82(LC 12)
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=101 mph;TCDL=5.Opsf;BCDL=5.Opsh 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 4-0-0,Exterior(2)4-0-010
6-3-12 zone;porch 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 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 fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
4=103.
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.I01032015 BEFORE USE.
Dodge valid tot use only with MlleirS connectors.This design Is based only upon parameters shown,and is to an individual building component,not
a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. &acing Indicated is to prevent buckling of Individual truss web and/or chord members only.Adcitional temporary and permanent bracing MiTek
is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding ire
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Cdt.da,DSB-09 and BCSI 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
Job Truss —1 Truss Type Oty Ply
T9594173
11161T0A TO8 Half Hip 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:21 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-HbBz8DxNTa8cLPLvX4Zo5CO9U8GjNMz8hVzAhcyXBH4
6-0-0 ,6-5-8 I
6-0-0 '0-5-8
Scale=1:20.2
2x4 '1
2
1 �1
5.00112 •
8
7
pi;al
•
1 N
1
►A ►t
3x5 II 3
2x4 II
3-1-6 6-5-8 I
3-1-6 3-4-2
Plate Offsets(X,Y)-- 11:0-2-4,0-1-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.18 3-6 >410 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.22 3-6 >341 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:25 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 3=253/0-5-8,1=253/0-3-8
Max Horz 1=76(LC 12)
Max Uplift 3=-110(LC 12),1=-72(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25fl;B=45ft;L=241t;eave=4lt;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 6-3-12 zone;porch 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=1b)
3=110.
0 WARNING-Vsdfy d.slgn peranrsfsrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 row.14032015 BEFORE USE.
Design valid for use only with Mllekb connectors.This design Is based only upon pxaaneters shown,and is for an Individual Lidding component,not
a truss system.Before use,Be biking designer must verity the applicablity of design parameters and properly incorporate this design Into the overall
building design. Ilrochg indicated is to prevent buckling of Indivkfual 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 Inlay/and properly damage. For general guidance regarding the
fabicatbn,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1P11 Qualty Cr tela,058-89 and BCSI Bulling Component 6904 Parke East Blvd.
SdNy InformatIon available from Truss Plate hstlkAe.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
:Job Truss ,Truss Type Qty I Ply
T9594174
11161TOA T09 i Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:21 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg41d-HbBz8DxNTaBcLPLvX4Zo5CQAN8HONKt8hVzAhcyXBH4
6-5-8 10-11-0 12-11-0
6-5-8 4-5-8 2-0-0
Scale=1:22.5
5x6=
2
5.00;12
12
11
10 2x4 II
3 6x6= 4
•
6 5
4x6 II 2x4 II
4x5=
6-5-8 12-11-0
6-5-8 6-5-8
Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[2:0-3.0,0-2-4]
LOADING (pst) I SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.06 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.12 6-9 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.15 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:49 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 5=511/Mechanical,1.511/0-5-8
Max Horz 1=32(LC 11)
Max Uplift 5=-58(LC 12),1=-55(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-746/188,2-3=-710/176
BOT CHORD 1-6=-132/631,5-6=-132/631
WEBS 2-6=0/283,3-5=-742/206
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=5.0psf;BCDL=5.0psh h=251t;B=45th L=24fh eave=411;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5.8 to
9-5-8,Interior(1)10-11-0 to 12-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psi 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)5,1.
/ I I
A WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED MIWEK REFERANCE PAGE MB-7473 rev.14032015 BEFORE USE.
Design valid lot use only with MWTetrlt 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 appllcablity of design pxraneters and properly incorporate this design Into the overall
brlcltng 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 cokk;>se with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage.delivery,erection and tracing of trusses and truss systems seeANSI/IPI1 Quality Criteria,DS8-89 and BCSI Building Component
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
IJob Truss Truss Type Qty Ply
T9594175
!11161 TOA 1T10 Roof Special 1 1
I Job Reference jogional)___
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:22 2016 Page 1
ID:TvdoVe?s16166zpgtvAgm5yg41d-InILLZy?ElGTyZw64n51 eQyMOYdp61Alw9jkD3yXBH3
63.8 8-9-0 12-9-0
6-3-8 2-5-8 4-0-0
Scale=122.3
5x6=
3
5.00 Fl2
6x6= 2x4 II
4 5
12 13
r \
4x5
2
1110i
00
•
c;..77
G
7 6
3x6 2x4 II 4x5=
63.8 12-9-0
6-3-8 6-5-8
Plate Offsets(X,V)-- [1:0-2-8,0-1-14],[3:0.3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.05 7-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.10 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:54 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.3 1-6-0
REACTIONS. (lb/size) 1=504/0-3-8,6=504/Mechanical
Max Horz 1=46(LC 12)
Max Uplift 1=-51(LC 12),6=-61(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-722/176,3-4=-659/178
BOT CHORD 1-7=-164/619,6.7.164/619
WEBS 3-7=0/278,4.6=-664/186
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=5.0psf;BCDL=5.Opsf;h=2511;B=4511;L=24f1;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-3-8,Exterior(2)6-3-8 to
8-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load 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)1,6.
A WARNING-V&fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an indivkfual balding 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•
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/TPI1 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Sate 312,Alexandria VA 22314. Tanya,FL 33610
Job I Truss Truss Type Qty Ply
T9594176
i111611-0A
11161TOA 11-11 Jack-Closed Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:22 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-InILLZy?EtGTyZw64n51 eQyJDYW U6pDIw9jkD3yXBH3
6-0-0
6-0-0
2x4 I Scale=1:19.7
2 3
5.002 :�
� I
1
rJ , 1111
9 10 5
THD26 THD26
4
4x5 2x4 I
l
6-0-0 {
6-0-0
Plate Offsets(X,Y)-- (1:0-0-13,0-1-81
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. • in (loc) I/defl Ud ! PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.09 5-8 >740 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.23 5-8 >300 180
BCLL 0.0 * Rep Stress Ina NO WB 0.00 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:27 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 2x6 SP No.1 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing.
REACTIONS. (lb/size) 1=684/0-5-8,5=760/Mechanical
Max Horz 1=72(LC 21)
Max Uplift 1=-72(LC 8),5=-119(LC 8)
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=5.0psf;BCDL=5.0psf;h=251t;B=45ft;L=24f1;eave=4fY Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf 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 except(jt=lb)
5=119.
6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from
the left end to 4-0-12 to connect truss(es)to back face of bottom chord.
7)Fill all nail holes where hanger is in contact with lumber.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pIf)
Vert:1-2=-60,2-3=-20,4-6=-20
Concentrated Loads(Ib)
Vert:9=-491(B)10=-484(B)
I N
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1&03/1015 BEFORE USE.
Design valid for use only with Mllek29 connectors.this design Is based only upon parameters shown,and Is for an trdlvkl ual building component,not
a truss system.Before use,the lwilding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
bullring design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M I T;�
ek'
Is always required for skublity and to prevent collapse with posslole personal InJuy and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available horn Truss Plate Instflute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss 'Truss Type Qty 1Ply
T9594177
11161TOA T12 Half Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:23 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-D_JjYvzd?BPKaJVIeVcGAdVZBx1 FrFVR9pSHmVyXBH2
2-0-0 6-0-0
2-0-0 4-0-0
Scale=1:12.1
Special
4x5= NAILED 3x4=
5.00 7 2 9 3
1
LI
]
5 NAILED
3x4= N
Special
3x4= 2x4 II
3x6 II
l _ -
2-0-0 I 6-0-0
2-0-04-0-0
Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13]
LOADING (psf) I SPACING- 2-0-0 CSI. -D—EF—L-.- in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 ' I Rep Stress Ind NO WB 0.13 Horz(TL) 0.00 4 n a n/a
BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS I Weight: 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Lett:2x4 SP No.3
REACTIONS. (lb/size) 4=251/Mechanical,1=253/0-5-8
Max Horz 1=24(LC 8)
Max Uplift 4=-88(LC 5),1=-69(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-367/130,2-3=-319/120
BOT CHORD 1-5.121/319
WEBS 3-5=-126/333
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511 B=451t;L=24ft;eave=4lt Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional);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.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.
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)4,1.
7)'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.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 75 lb up at
2-0-0 on top chord,and 25 lb down and 58 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
9) In the LOAD CASE(S)section,loads applied to the face of the 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=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:5=-25(F)10=-11(F)
0 WARNlVO-VVAly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10W3/2015 BEFORE USE. NI
Design valid for use only with lv1IIekQv connectors.114s design Is based only upon ranan:eters shown.and is for an Individual building component,not
a truss system.Before use,the bulling designer must verify the oppticabllty of riosltln rxxameters and properly incorporate his design Into the overall
building design. Bracing Indicated is to prevent buckling of Irxllvkirxy truss web and/ex chord members only. Additional temporary and permanent bracing MiTek"
Is always required tor stability and to prevent collapse with possible personal kyuy and property damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of buses and truss systems.seeANSI/1P11 Quality CrIteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdiable Born Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594178
11161TOA T13 Half Hip 1 1 i
IJob Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:24 2016 Page 1
ID:TvdoVe?s16t66zpglvAgm5yg41d-hAt6mF_FmVXBCs4UCC7Vjr2jTLF4ajOaNTCgIxyXBH 1
4-0-0 6-0-0
4-0-0 2-0-0
Scale=1:15.4
4x5=
2 3
5.00!12
1 �
t
• 52x4 f l 4
3x5 I I
4-0-0 6-0-0
400 2-0-0
Plate Offsets(X,Y)-- (1:0-2-0,0-1-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.11 5-8 >639 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >287 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(TL) 0.12 3 n/a n/a
BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:22 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=23810-5-8
Max Horz 1=48(LC 12)
Max Uplift 3=-27(LC 8),4=-17(LC 12),1=-17(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;8=45f1;L=24ft;eave=oft Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to
5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf 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)3,4,1.
0 WARNING-Verify design peremefers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/01/2015 BEFORE USE
Design valid for use only with Mllek®connectors.this design Is based only upon paranelers shown.and Is for cn hdivkirat tuidfr g cornponent.not
a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate th5 design Into the overall
building design. Brochg 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 Irn)uy and properly damage. For general guidance reg<xding the
fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Crtierla,DSB-89 and BCSI Building Component 6904 Parke East Bird.
Safety Information avclkable from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594179
11161TOA T14 Roof Special Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:25 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41d-9MRUzb?uXof2pOfhmwekG2an8lYOJy3kc7xOgOyXBHO
6-0-0 12-11-0 15-11.0 18-9-0
6-0-0 6-11-0 3-0-0 2-10-0
Scale:3/8'=1'
7x10
6x6 /
5.00 12 2 13 3
1111
6x6= 2x4 11
4 5
4
_ r �
n n fl fl
14 15 9 8 7
NAILED NAILED 4x6= 6
4x10—
3x8 3x8 I 4x5=
THD26
6-0-0 12-11-0 18-9-0
6-0-0 6-11-0 5-10-0
Plate Offsets(X,Y)-- [1:0-0.0,0-0-21,[2:0-4-0,0-2-41,[9:0-4-8,0-1-81
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.09 9-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.22 9-12 >999 180
BCLL 0.0 ' Rep Stress Inch NO WB 0.95 Horz(TL) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins,
2-3:2x4 SP No.1 except end verticals.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing.
1-8:2x6 SP No.2
WEBS 2x4 SP No.3
• REACTIONS. (lb/size) 1=1570/0.5-8,6=1049/0-3-8
Max Horz 1=36(LC 25)
Max Uplift 1=-275(LC 8),6=-168(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2785/455,2-3=-1751/292,3-4=-1886/302
BOT CHORD 1-9=-411/2512,7-9=-416/2566,6-7=-261/1601
WEBS 2-9=-114/1012,2-7=-974/203,3-7=0/413,4.6=-1796/299
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=5.0psf;BCDL=5.Opsf;h=2511;6=4511;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
1=275,6=168.
7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 5-11-4 from the left end to connect truss(es)to
back face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)-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.
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(pIt)
Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,6-10=-20
Concentrated Loads(Ib)
Vert:9=-740(B)14=-231(B)15=-159(B)
1 �
A WARNING-Verlly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7073 rev.10/13/20f5 BEFORE USE
Design valid for use only with Mliekr connectors.INs design Is based only upon parameters shown,and Is for an ind lvtdual building component.not
a truss system.Before use,the briding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
briding design. Bracing Indicated Is to prevent budding of i ndlvkiud 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 injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of busses and truss systems.seeANSI/TPI1 GudIty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tanya.FL 33610
Job Truss Truss Type I Qty Ply
T9594180
11161TOA T15 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:25 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41 d-9MR Uzb?uXof2p0fhmwekG2anolcGJ0ykc7xOgOyXB Ho
8-0-0 10-11-0 13-11-0 18-9-0
8-0-0 2-11-0 3-0-0 4-10-0
Scale:3/8'=1'
7x10
6x6 II
2 3
5.00 rTy
6x6 2x411
14 5
- 4
13
8 7
4x6 I 2x4 II 4x10= 3x6 4x5 6
8-0-0 10-11-0 18-9-0
8-0-0 2-11-0 7-10-0
Plate Offsets(X,Y)-- 11:0-2-12,0-1-51,12:0-4-4,0-2-41 ll
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.11 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.29 6-8 >764 180
BCLL 0.0 * Rep Stress Inch YES WB 0.64 Horz(TL) 0.04 6 rVa n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:90 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 6=744/0-3-8,1=744/0-5-8
Max Horz 1=60(LC 12)
Max Uplift 6=-103(LC 9),1=-78(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1179/248,2-3=-952/235,3.4=-1059/232
BOT CHORD 1-9=-229/1010,8-9=-229/1016,6.8=-264/1084
WEBS 3-8=-39/273,4-6=-1159/296
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=5.0psf;BCDL=5.Opsf;h=25th;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 8-0-0,Exterior(2)8-0.0 to
10-11-0,Interior(1)13-11-0 to 18-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
6=103.
V WARNING-Verify design peramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.101032015 BEFORE USE
Design valid for use only with Welc&fr connectors.This design Is based only upon parameters shown,and is for an In divkhral buicding component,not
a truss system.Before use.Ile building designer must verify the applicability of design parameters and properly hrcoiporate this design into the overall
bulking 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 wilts possible personal kyuy and property damage. For general guidance regarding the
fabrication.storage.delivery.erection and bracing of trusses and MISS systems,seeANS1/WP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Insftute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594181
11161TOA T16 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:26 2016 Page 1
ID:TvdoVe?s16I66zpglvAgm5yg41d-dZ?sBx?W l6nvRADIJd9zoG7_S9_O2XftmhxMgyXBH?
4-9-2 9-5-8 11-11-0 18-9-0
4-9-2 4-8-6 2-5-8 6-10-0
Scale=1:31.7
6x6_
3
r
6x6= 4x5—
5.00j12 5
13
2x4 ' 14 15 I
2
•
12
c 8 7
4x6 I 4x5= 7x10= 2x4 I
5-11-14 11-11-0 18-9-0
5-11-14 5-11-2 I 6-10-0
Plate Offsets(X,Y)-- (1:0-2.12,0-1-5),(3:0-3-0,0-2.4),(7:0-4-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.06 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.16 6-7 >999 180
BCLL 0.0 ` Rep Stress Ind YES WB 0.42 Horz(TL) 0.02 6 ria n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:96 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 6=744/0-3-8,1=744/0-5-8
Max Horz 1=84(LC 12)
Max Uplift 6=-104(LC 9),1=-74(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1349/250,2-3=-1225/252,3-4=-1174/248,4.5=-1042/203,5-6=-682/185
BOT CHORD 1-8=-286/1202,7.8=-180/823
WEBS 2-8=-257/126,3-8=-69/417,3-7=-68/480,4-7=-728/221,5-7=-212/1102
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=5.Opsf;BCDL=5.0psf;h=25th B=45ft;L=24th eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-010 3-0-0,Interior(1)3-0-0 to 9-5-8,Exterior(2)9-5-8 to
11-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
6=104.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.1003/2015 BEFORE USE.
Design valid for use only with Milek:,connectors.lNs design is based only upon parameters shown,and is for an IndMdual building component,not
a trues system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Brachg indicated is to prevent budding of Individual teas web and/or chord members only. Additional temporaand d permanent bracing MiTek'
ek•
Is always required for stability and to prevent collapse with possible personal In)uy and property damage. For general guidance regarding the
fatrk:atkn.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd.
Safety information available iroln buss Plate Institute.218 N.Lee Street.Suite 312.Atexandna.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594182
11161TOA T17 Half Hip 1
Job Reference(optional)
Building Component Supply, Jacksonville,Ft 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:27 2016 Page 1
I D:TvdoVe?s 16166zpglvAg m5yg41 d-61Z EOG083Qvm3Ko3tLgC LT9C6Z D3nxc 14RQUvGyXBH_
7-0-0 9-0-0 13-10-8 18-9-0
7-0-0 2-0-0 4-10-8 4-10-8
Scale=1:31.5
6x6 ill 2x4 H
4x5=
3 14 15 4 16 5
2x4\\ . (�
5.00 12
2
13
12
1
1
8 7
k 4x10= 3x6 6
—
4x6 I. 4x5=
9-0-0 13-10-8 18-9-0
9-0-0 4-10-8 4-10-8
Plate Offsets(X,Y)-- [1:0-2-12,0-1-51
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.20 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.49 6-8 >454 180
BCLL 0.0 * Rep Stress Ina YES WB 0.63 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:92 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 6=744/0-3-8,1=744/0.5.8
Max Horz 1=109(LC 12)
Max Uplift 6=-136(LC 9),1=-70(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1234/240,2.3=-1023/210,3-4=-904/197
BOT CHORD 1-8=-297/1079,6-8=-179/660
WEBS 2-8=-321/175,3-8=-30/280,4-8=-24/373,4-6=-838/241
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=5.0psf;BCDL=5.0psf;h=25ft;13=45ft;L=24ft;eave=oft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3.0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to
13-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)
6=136.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*45.7473 rev.10/03/2015 BEFORE USE
Design valid for use only with Mlloklil connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the lauding 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 required for stability and to prevent collapse with possible personal Miry and properly damage. For general guidance regarding the
fabrication,storage,delwery,erection and bracing of trusses and truss systems,seeANSI/lPI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street Suite 312,/4exarrdrW,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594183
11161TOA T18 Hip I 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:27 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41d-61ZEOG083Qvm3Ko3tLgCLTgAIZIjn?p14RQUvGyXBH_
5-6-6 11-0-0 17-6-0 18-9-0
5-6-6 I 5-5-10 6-6-0 I 1-3-0 l
Scale=1:35.5
6x6 \
3x6-4x5
3 iS 16 17 4 5
IA /II
5.00 12
4x5 14
2
eV N
'7' n
13 e
1
E '- 141
9 8 7 K
3x6= 6
4x6 II 2x4 II 2x4 II
4x10=
5.6-6I 11-0-0 18-9-0 i
5-6-6 5-5-10 7-9-0
Plate Offsets(X,Y)-- 11:0-2-12,0-1-51,14:0-3-0,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.26 6-8 >864 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:96 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc puffins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 1=744/0-5-8,6=744/0-3-8
Max Horz 1=119(LC 12)
Max Uplift 1=-67(LC 12),6=-100(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1324/236,2-3=-847/178,3-4=-721/199,4-5=-762/216,5-6=-677/223
BOT CHORD 1-9=-314/1173,8-9=-314/1173
WEBS 2-8=-497/144,5-8=-201/822
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=5.0psf;BCDL=5.0psf;h=25ft;8=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 11-0-0,Exterior(2)11-0-0 to
18-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6.
0 WARNING-Verity design paramotore and READ NOTES ON THIS AND INCLUDED AMER REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE.
Ill"
Design valid for use only with Mltef4o connectors.this design is txssed only upon rxxaneters shown,and Is for cn Indldual building component not
a truss system.Before use,the building designer must verify the ark:a&Alty of design parameters and properly Incorporate this design Into the overall
b ulldng 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 stability and to prevent collapse with possible personal Inlay end property damage. for general guidance regarding the
fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Infotmallon available from truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply I
T9594184
11161TOA T19 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:28 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-ax6ccc 1 mqj 1 dgUNGR2BRthCNpyfbW NpAI5A2OiyXBGz
6-6.6 13-0-0 15-6-0 18-9-0
6-6-6 6-5-10 2-6-0 3-3-0
6x6 1i Scale=1:37.5
3x6=
3 4
/111 4x5
5
5.00112
14
4x5
2
1N
13 v
I C tttttt�_-
Pra
9 8 7 .4
6
4x6 H 2x4 II 3x6_ 4x10= 2x4 II
6-6-6 I 13-0-0 18-9-0
6-6-6 6-5-10 5-9-0
Plate Offsets(X,Y)-- (1:0-2-12.0 1-Sj,j4:0 3-0.0-2.4j
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.17 7-9 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:98 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 1=744/0-5-8,6=744/0-3-8
Max Horz 1=119(LC 12)
Max Uplift 1=-67(LC 12),6=-97(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1301/224,2-3=-652/156,3.4=-523/182,4-5=-582/173,5-6=-699/218
BOT CHORD 1-9=-286/1147,7-9=-286/1147
WEBS 2-9=0/254,2-7=-695/172,5-7=-160/671
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=5.0psf;BCDL=5.Opsf;h=25fl;8=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 13-0-0,Exterior(2)13-0-0 to
15-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6.
t t
WARNING-Verily design parameter and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE MU-7473 rev.10103/2015 BEFORE USE. mit
Design valid for use only with Mileka9 connectors.this design ts based only upon parameters shown.and Is for an individual b eliding 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. pacing indicated Is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
h always requked 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 tnrss systems.sneANSI/TPI1 Quality Creerla,058-89 and BCSI Building Component 6904 Parke East Bird.
Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
19594185
1116170A T20 Half Hip Girder 1 1
Job Reference(optional) Inc.Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries, Mon Oct 03 07:55:29 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-28g?py2Oa 19UleyS?IjgQulagM4fFz_KXkvby9yXBGy
2-0-0 6-0-0
2-0-0 4-0-0
Scale=1:12.1
Special
4x5= NAILED 3x4=
5.00 FIT 2 9 3
n
II
5 10 4
3x4= NAILED
Special
3x4= 2x4 II
3x6 II
I 2-0-0 6-0-0
2-0-0 4-0-0
Plate Offsets(X,Y)-- (1:0-0.0,0-1-61,11:0-1.11,0.4-131
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 * Rep Stress Ina NO WB 0.13 Horz(TL) 0.00 4 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:27 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=251/Mechanical,1=253/0-5-8
Max Horz 1=24(LC 21)
Max Uplift 4=-88(LC 5),1=-69(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-367/130,2-3=-319/120
BOT CHORD 1-5=-121/319
WEBS 3-5=-126/333
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCp1=0.18;MW FRS(directional);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.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.
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)4,1.
7)"NAILED"indicates 3.1Od(0.148"x3')or 3-12d(0.148"x3.25`)toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 75 lb up at
2-0-0 on top chord,and 25 lb down and 58 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)Is the
responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the 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:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:5=-25(B)10=-11(B)
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mu-7473 rev.10103/201S BEFORE USE
Design valid for use oNy with MIlekC connectors.this design is based oNy upon parameters shown.and Is fa an Individual Lxrldirg component.nient.not
a truss system.Before use,the building designer must verity the appllcabllty of design parameters and properly incorporate this design Into the overall
building design. 13/acIng Indicated Is to prevent budding 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 damage. For general guidance regarding the
fabrication.storage,delivery.erection and tracing of trusses and truss systems.seeANSh/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdk#Ae from Truss Plate Institute,218 N.Lee Street,Su to 312.Adexcndrki VA 22314. Tampa.FL 33610
Job Truss I Truss Type Qty I Ply
T9594186
11161TOA T21 Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industnes,Inc. Mon Oct 03 07:55:29 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg4ld-28g?py2Oa19UleyS?IjgQuIZCMyFF_GKXkvby9yXBGy
4-0-0 6-0-0
4-0.0 2-0-0
Scale=1:15.4
4x5
2 3 `(
5.00 Fri ln/`
9
1
cr
52x4 I 4
3x5 I I
4-0-0 6-0-0
4-0-0 2-0-0
Plate Offsets(X,Y)-- 11:0-2-0,0-1-11
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.11 5-8 >639 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >287 180 I
BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(TL) 0.12 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:22 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8
Max Horz 1=48(LC 12)
Max Uplift 3=-27(LC 8),4=-17(LC 12),1.17(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;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 4-0.0,Exterior(2)4-0-0 to
5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the 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.
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)3,4,1.
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. mit
Design valid for use only with MIleBB connectors.Ns design B based only upon parameters shown,and is for an hdlvkAxA building col rip otsent.riot
a buss system.Before use,the!wilding designer must verify the applicability of design parameters and properly hcorpwrale this design into tie overall
b ldtng design. Bracing Indicated Is to prevent buckling of individual truss web aid/or chord members only. Additional temporary and pxrnrax:nt trar;hg MiTek'
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general gr$darrce regarding the
fabrication,storage,delivery,erection and tracing o1 trusses and truss systems,seeANSI/IP11 Quality Cdteda,DSB-89 and BCSI Building Component 6904 Parke East Bird.
Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
19594187
1116170A T22 r Half Hip Girder 1 1
__- Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:30 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-W KEN012OLLHLwnXeYTEvz61f4mEA_MHTmOf9UbyXBGx
l 6.0.0 10.0.8
6-0-0 4-0-8
Scale=1:21.3
NAILED
6x6 11 4x5.7--
NAILED
2 g 3
1111 1 I w
5.00 12 ��
a
7
1 rpm
10 11 5 4x5= 12 =i
NAILED NAILED NAILED NAILED
4x6 II
4
2x4 I
6-0-0 10-0-8
6-0-0 4-0-8
Plate Offsets(X,Y)-- (1:0-2-12,0-1-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.11 5-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.25 5-8 >469 180
BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code F8C2014/TPI2007 Matrix-MS Weight:46 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=734/0-3-8,1=763/0-5-8
Max Horz 1=72(LC 25)
Max Uplift 4=-111(LC 5),1=-i36(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-916/130,2-3=-809/141,3-4=-737/152
BOT CHORD 1-5=-147/816
WEBS 3-5=-177/993
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=2411;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
4=111,1=136.
7)"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.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pip)
Vert:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:2=-97(F)5=-61(F)9=-97(F)10=-231(F)11=-159(F)12=-61(F)
•
� I
Q WARNING-Vivify design paramotors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE.
Design valid for use only with MITek�a connectors.this design Is based only upon parameters shown,and Is for an indMdual briding component,not
a truss system.Before use,the building designer must verity the app llcabili y of design parameters and properly Incorporate this design Into the overall
briding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chordbracing members only.Additional temporary arnd permanent acing MI lT
ei"
Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TP11 Q alty Criteria.DS8.89 and SCSI Building Component 6904 Parke East Blvd.
Sadly Information available from Lugs Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594188
11161TOA 123 Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:31 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg4ld-_W of Ee3e6ePBXx6g6A18VJgphAf?jrpc_20i 11 yXBGw
8-0-0 10-0-8
8-0-0 • 2-0-8
6x6 1'. 4x5-- Scale=1:24.4
2 3
.:
- 1911
5.00 12
10
9
5 4x5=
4x6 11 4
2x4 II
8-0-0I 10-0-8
8-0-0 2-0-8
Plate Offsets(X,Y)-- 11:0-2-12,0-1-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.10 5-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.30 5-8 >394 180
BCLL 0.0 • Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 1 n/a n/a
BCDL 10.0 - Code FBC2014/TPI2007 Matrix-MS Weight:47 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.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=396/0-3-8,1=396/0-5.8
Max Horz 1=96(LC 12)
Max Uplift 4=-63(LC 12),1=-25(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-372/54,2-3=-259/100,3-4=-508/187
BOT CHORD 1-5=-108/270
WEBS 2-5=-274/216,3-5=-233/611
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th 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 8-0-0,Exterior(2)8-0-0 to
9-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1.
� t
WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE
Design valid for use only with Milektr 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 app1MabI ity of design parameters and properly incorporate this design into the overall
briding design. t&aci ng 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 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 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Informalton mailable from Truss Plate Institute.218 N.Lee Street.Site 312.Alexandria-VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T9594189
11161TOA T24 Monopitch 3 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:31 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-_WolEe3e6ePBXx6g6A18VJgwiAkGjqac-20i11yXBGw
4-10-14 10-0-8
4-10-14 { 5-1-10
2x4 I Scale=1:28.7
3
5.00 12
10
4x5
2
1
ala I
�, r
►�� 5 ►��
4x6 I I 2x4 I I 4
4x5=
4-10-14 I 10-0-8
4-10-14 5-1-10
Plate Offsets(X,Y)-- 11:0-2-12,0-1-51
I I
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Verl(TL) -0.05 4-5 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:49 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=396/0-3-8,1=396/0-5-8
Max Horz 1=119(LC 12)
Max Uplift 4=-72(LC 12),1=-16(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-579/59
BOT CHORD 1-5=-151/499,4-5=-151/499
WEBS 2-4=-536/164
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psi;BCDL=5.0psf;h=25ft;B=45ft;L=24lt;eave=4th Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(1)3-0-0 to 9-10-12 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1.
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10/03/20I5 BEFORE USE.
Design valid for use only with tr5lek,B connectors.This design is based only upon parameters shown,and Is for an Individual holding 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
biding 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 collapse with possible personal injury and property dam age. I or general guidance regordkng the i
fab ricatbn,storage,delivery,erection and bracing of trusses and Buss systems,seeANSI/7I1 Quality Criteria,DSB-89 and SCSI Building Component j 6904 Parke East Blvd.
—Safety Information available from Truss Plate Institute,218 N.lee Street Suite 312,Alexandria,VA 22314. — ------- Tanga.FL 33610
Job Truss Truss Type Oty Ply
T9594190
11161 TOA T25 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:32 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-SjM7R_4 HtyX295h1 guGN2XNwAav7SEamDi8FZUyXBGv
7-1-14 14-3-0 21-4-2 26-10-0 28-6-0
7-1-14 7.1-2 r 7-1-2 l 5-5-14 l 1-8-0
Scale=1:49.6
6x6=
3
Ilk
5.00`12 15 gir 16.
2x4\\ 2x4 //
2 4
7x6=2x4 11
14
5 6
.r. 1 IC;
gi
SI 10 9 17 8
7
4x6 11 4x5= 3x8 MT2OHS= 4x5= 4x6
9-5-5 19-0-11 ( 28-6-0 I
9-5.5 9-7-6 9-5-5
Plate Offsets(X,Y)-- [1:0-2-12,0.1-5),(3:0-3-0,0-2-8),)7:Edge,0.2-0)
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.37 8-10 >914 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.74 8-10 >458 180 MT2OHS 187/143
BCLL 0.0 ` Rep Stress!nor YES WB 0.39 Horz(TL) 0.10 7 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:127 lb FT=20%
— — _— -- —L-- ---
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=1134/Mechanical,1=1134/0-5-8
Max Horz 1=80(LC 11)
Max Uplift 7=-126(LC 12),1=-125(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2164/382,2-3=-1923/367,3-4=-1893/346,4-5=-2103/362
BOT CHORD 1-10=-314/1933,8-10=-164/1303,7-8=-297/1883
WEBS 2-10=-424/183,3-10=-681675,3-8=-56/638,4-8=-386/184,5-7=-2047/389
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=5.0psf;BCDL=5.Opsf;h=25ft B=45ft;L=29ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-3-0,Exterior(2)14-3-0 to
17-3-0,Interior(1)26-10-0 to 28-4-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=1b)
7=126,1=125.
� I I
0 WARNING-Verify design prametrs and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rw.11W3/2015 BEFORE USE.
Design valid for use only with Mlleklli connectors.this design is based only upon parameters shown.and Is for an hdlvidual briding 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
binding design. Bracing Indicated Is to prevent buckling of individual truss web anti/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal iryuy and property damage. For general guidance regarding tine
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPit Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety information auditable from Truss Pilate institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
19594191
11161TOA T26 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:33 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-wvwVfK5veGfvnFGDEbncakw6jzEcBd3vSMtpswyXBGu
I 7-1-14 I 14-3-0 21-4-2 { 24-10-0 28-6-0
7-1-14 7-1-2 7-1-2 3-5-14 3-8-0
Scale=1:49.6
6x6=
3
iilr
5.00 r2 15 16
2x4\\ 2x4//
ir
2 4
•
6x6= 2x4 11
ee
5 6
14
n ur
err
cir
e 10 9 18 8
7
4x6 II 4x5= 3x8 MT20HS= 4x5= 4x5 =
9-5-5 19-0-11 I 28-6-0 I
' 9-5-5 9-7-6 9-5-5
Plate Offsets(X,Y)-- [1:0-2-12,0-1-51,[3:0-3-0,0-2-81
LOADING (psf) � SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.34 8-10 >998 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.67 8-10 >508 180 MT2OHS 187/143
BCLL 0.0 ' ! Rep Stress Ina YES WB 0.70 Horz(TL) 0.10 7 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:131 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 7=1134/Mechanical,1=1134/0.5.8
Max Horz 1=76(LC 11)
Max Uplift 7=-127(LC 12),1=-124(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-2163/380,2-3=-1921/365,3-4=-1905/350,4-5=-2067/364
BOT CHORD 1-10=-339/1932,8-10=-189/1304,7-8=-324/1890
WEBS 2-10=-425/184,3-10=-68/670,3-8=-56/648,4-8=-385/182,5-7=-2052/376
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=5.0psf;BCDL=5.0psf;h=25ft;B=451t;L=29ft;eave=oft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-3-0,Exterior(2)14-3-0 to
17-3-0,Interior(1)24-10-0 to 28-4-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)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,with BCDL=10.0psf.
7)Refer to girder(s)for truss to truss connections.
8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt.lb)
7=127,1=124.
l I
A WARNING-Verify design parematere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-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 Inilvkirral building component,nent,not
a truss system.Before use,the building designer must verify the appllcabilly of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stabllty and to prevent collapse with possible personal eery and properly damage. For general guidance regarding the
Ictricatbo n,storage,delivery,erection and bracing of trusses add truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Informalon available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa-FL 33610
Job Truss Truss Type Qty Ply
T9594192
11161TOA T27 JACK-CLOSED GIRDER 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:33 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-wvwVfKSveGtvnFGDEbncakwDozHGBa t vSMtp5wyXBGu
5-3-0 ,5-8-0,
5-3-0 0-5-0
4x6 Scale=1:18.3
2 3
5.00 Fri '.
1
1 rII
NIA 10 6 11
11111
THD26 5 ' / THD26 5
4
3x6= 3x4 H
3-0-0 5-8-0
3-0-0 2-8-0
Plate Offsets(X,Y)-- [1:0-6-0,0-0-21,[2:0-1-12,0-1-121,[5:0-2-0,0-0-121,[6:0-3-0,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.02 6-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.05 6-9 >999 180
BCLL 0.0 * Rep Stress Ina NO WB 0.89 Horz(TL) 0.01 1 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:30 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=1317/0-5-8,5=1354/Mechanical
Max Horz 1=68(LC 8)
Max Uplift 1=-141(LC 8),5=-180(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1916/209,2-5=-1018/163
BOT CHORD 1-6=-214/1709
WEBS 2-6=-293/2339
NOTES-
1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft B=45ft;L=24tt;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom 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(jt=lb)
1=141,5=180.
6)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-12 from
the left end to 3-8-12 to connect truss(es)to front face of bottom chord.
7)Fill all nail holes where hanger is in contact with lumber.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-3=-20,4-7=-20
Concentrated Loads(Ib)
yen:10=-1114(F)11=-1114(F)
A WARNING-Vivify das/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rw.I0/0312015 BEFORE USE. mit
Design valid for use only with MIIokw connectors.this design Is based only upon pxaameters shown,and Is for cin individual balding component,not
a truss system.Before use.the building designer must verify the applicability of design ixaaneters and properly Incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent buckling of k,dividuci truss web and/or chord members oily.Additional temporary and permanent bracing MiTek'
Is always requked for stability and to prevent collapse with possble personal inkay and properly damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of busses and truss systems,seeANSI/lPI I Quality Criteria,055-69 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 Oty Ply
T9594193
11161TOA T28 Half Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:34 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-05Uusg6XPZnmOPrPnJI r7ySSHNoAwDN3hOdMdMyXBGt
2-0-0 5-8-0
2-0-0 3-8-0
Scale:1'.1'
Special
4x5= NAILED 354=
5.00;12 2 g 3
!� it w
1 1
510 4
3x4= NAILED
Special
3x4= 2x4 II
3x6 I
2-0-0 5-8-0
2-0-0 I 3-8-0
Plate Offsets(X,V)-- 111:0-0-0,0-1-6),11:0-1-11,0-4-131
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 4 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=239/Mechanical,1=239/0-5-8
Max Horz 1=24(LC 8)
Max Uplift 4=-87(LC 5),1=-65(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-335/120,2-3=-289/112
BOT CHORD 1-5=-112/291
WEBS 3-5=-118/305
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opst;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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.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)4,1.
7)'NAILED"indicates 3-10d(0.1485(3')or 3-12d(0.1485(3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 75 lb up at
2-0-0 on top chord,and 25 lb down and 58 lb up at 2-2-2 on bottom chord. The design/selection of such connection devices)is the
responsibility of others.
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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:5=-25(B)10=-11(B)
•0 WARNING-VMIy design paramatars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAI-7473 nv.10032015 BEFORE USE. mit
Deslgl valid for use only with Mllek.'9 connectors.This design is based only upon parameters shown.and Is for an irxiivkiexrl building component,not
a truss system.Before use.the trilling designer must verify the applicability of design parameters su d property Incorporate this design Into the overall
bolding design. Racing Indicated Is to prevent buckling of Individual tnas web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Slaty Information available from Inns Plate Institute,218 N.Lee Street.Suite 312,Alexancirla.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594194
11161TOA T29 Half Hip I 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:35 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-t11 G4069AtvdOZPcLOg4g9?c5nlcfhnCvgMwAoyXBGs
4-0-0 5-8-0
4-0-0 1-8-0
Scale=1:15.4
4x5-
2 3
5.00[12 9 ME
a
1 .ggiggl
4 52x4 I I 4
3x5 I
4-0-0 5-8-0
4-0-0 1-8-0
Plate Offsets(X,Y)-- 11:0-2-0,0-1-11
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (toc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.08 5-8 >796 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.19 5-8 >361 180
BCLL 0.0 * Rep Stress Ina YES WB 0.04 Horz(TL) 0.08 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 3=48/Mechanical,4=176/Mechanical,1=224/0-5-8
Max Horz 1=48(LC 12)
Max Uplift 3=22(LC 8),4=-19(LC 12),1.15(LC 12)
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=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4lt Cat.
11;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 4-0-0,Exterior(2)4-0-010
5-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the 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)3,4,1.
WARNNVG•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1693/2016 BEFORE USE I MN
Design valid for use only with Milela£%connectors.This design Is based only upon parameters shown,and is for an individual bolding component,not
a truss system.Before use.the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall
txldtng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek•
is 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 busses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Informalton available from Truss Plate institute.218 N.Lee Street,Suite 312,Nexaldtia VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594195
11161TOA T30 Roof Special Girder 1
2 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:36 2016 Page 1
ID:TvdoVe?s16166zpgtvAgm5yg41d-LUbeHL7nxB1 Uei_ovkLJCNXfKBGHOxxM8K6TiFyXBGr
7-4-4 [ 14.3.0 18-6-8 22-10-0 I 28-7-8 34-3-0 39.11.0
' 7-4-4 6-10-12 4-3-8 4-3-8 5-9-8 5-7-8 5-8-0
Scale=1:68.8
5x6=
3
5.00 12 Z� 4x10
4x5 4
2 7x6= 4x5= 8x12
5 6 NAILED NAILED NAILED
i • p�,pij, i
;-‘2--;'
tier 11111P
I�,.: I�
I,'
•� -- nn nn t Df nn Id-
15 14 13 12 11 t0 27 28 9 29 30
5x6 !I
2x4 II 3x6 4x10= 6x8= 4x6= NAILED 2x4 II NAILED 4x6=
5x10 MT2OHS WB= Special NAILED NAILED
NAILED
7.4-414-3-0 22-10-0 28-7-8 34-3-0 39-11-0
7-4-4 I 6-10-12 8-7-0 I 5-9-8 i 5-7-8 I 5-8-0 {
Plate Offsets(X,Y)-- [1:0-2-12,0-0-13],[3:0-3-0,0-2-4],[4:0-4-12,0-2-0],[7:0-5-0,0-2-0],[10:0-2-8,0-2-0],[12:0-2-8,0-2-8]
LOADING(psi) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.47 12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 i Vert(TL) -1.19 12-13 >403 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.88 1 Horz(TL) 0.16 8 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:415 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins.
5-7:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 SP No.1 'Except'
8-11:2x6 SP No.2
WEBS 2x4 SP No.3'Except'
4-12:2x4 SP No.2
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 8=3247/0-5-8,1=2088/0-5-8
Max Horz 1=97(LC 7)
Max Uplift 8=-467(LC 8),1=-247(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-4385/549,2-3=-3904/525,3-4=-3872/534,4-5=-11211/1449,5-6=-10088/1274,
6-7=-10491/1383,7-8=-6876/917
BOT CHORD 1-15=-446/3963,13-15=-446/3963,12-13=-654/5636,10-12=-1314/10492,
9-10=-796/6291,8-9=-798/6274
WEBS 2-13=-575/187,3-13=-301/2608,4-13=-3028/452,4-12=-829/6639,5-12=-4509/627,
6-12=-853/940,6-10=-651/388,7-10=-569/4618,7-9=0/383
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 0-7-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 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 root live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsl;h=25ft;B=45ft;L=40ft;eave=5ff Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
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.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.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=467,1=247.
10)'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.
Continued on oaae 2
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111.7473 rev.10/93/2015 BEFORE USE.
Design valid for use only with MIleIrD connectors.Ills design Is boned only upon parameters shown,and Is for an Indlsldu l bolding component-not •
a truss system.Before use,the[Aiding designer must verify the applicability of design parameters and properly incorp orale 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 bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general{xrkfanco re{I:xdng tho
fabrication.storage.delivery.erection and bracing of trusses and tr ss systems.seeANSI/IPI1 Quality Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexa ckla,VA 22314. L Tampa,FL 33610
Job Truss Truss Type Qty IPly
T9594195
11161TOA T30 Roof Special Girder 1
2 ;Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:36 2016 Page 2
ID:TvdoVe?s16166zpglvAgm5yg41d-LUbeHL7nxB1 Uei_ovkLJCNXfKBGHOxxM8K6TiFyXBGr
NOTES-
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1334 lb down and 200 lb up at 28-7-8 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-3=-60,3-5=-60,5-7=-60,7-8=-60,16-19=-20
Concentrated Loads(Ib)
Vert:10=-1334(6)9=-57(B)24=-88(B)25=-88(B)26=-88(B)27=-57(B)28=-57(B)29=-156(B)30=-219(6)
•
•
AI WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.160312015 BEFORE USE.
Design valid for use only with btlloirb connectors.This design Is based only upon parameters shown,and Is for an indMdual 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
bulding 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 collapse with possible personal frrfray and property damage. for general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria.DSB-89 and SCSI 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 Qty Ply
T9594196
11161 TOA T31 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:37 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg4ld-pg90Uh8Pi U9LGsZ_TRsYla4orac57Q3V N_rOEhyXBGq
7-1-14 14-3-0 I 21-1-14 26-10-3 I 32-3-0 { 39-11-0
7-1-14 7-1-2 6-10-14 5-8-5 5-4-13 7-8-0
Scale=1:68.5
5x6=
3
5.00 12 ;�
22 23 6x6= 4x5= 7x6=
4x5---
2
2 4 5
G
21 .----~ 24 25 26 . 27
28
dF 1
a .y 4 rn-, / u ,1 u i'7 to
14 13 12 11 10 9 8
65c6= 2x4 I I 3x8 MT2OHS= 4x5= 4x5= 2x4 II
6x6
4x10= 5x10 MT2OHS=
7-1-14 14.3-0I 21.1.14 26-10-3 I 32-3-0 I 39-11-0 I
7-1-14 7-1-2 6-10-14 5-8-5 5-4-13 7-8-0
Plate Offsets(X,Y)-- [1:0-0-9,0-3-0],[3:0-3-0,0-2-4],[7:0-0-13,0-2-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.42 11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.06 11-12 >452 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress!nor YES WB 0.76 Horz(TL) 0.24 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:192 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied.
4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.1 `Except' WEBS T-Brace: 2x6 SP No.2-4-12
7-10:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d
WEBS 2x4 SP No.3 (0.131'x3")nails,6in o.c.,with 3in minimum end distance.
WEDGE Brace must cover 90%of web length.
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,7=1597/0-5-8
Max Horz 1=-98(LC 10)
Max Uplift 1=-176(LC 12),7—176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3251/597,2-3=-2683/546,3-4=-2674/532,4-5=-4759/900,5-6=-4249/821,
6-7=-3257/613
BOT CHORD 1-14=-464/2925,12-14=-464/2925,11-12=-792/4768,9-11=-707/4247,8-9=-496/2925,
7-8=-494/2929
WEBS 2-12=-655/154,3-12=-226/1566,4-12=-2631/532,5-11=-94/599,5-9=-711/194,
6-9=-264/1563
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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 14-3-0,Exterior(2)
14-3-010 18.2.14,Interior(1)21-1-14 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)
1=176,7=176.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/032015 BEFORE USE. -
Design valid for use only with MlTel a connectors.This design is based only upon parameters shown.and is for cn individual balding component.not
a truss system.Before use.the building designer must verify the ap pllcaWly of design parameters and properly Incorporate this design into the overall
building ing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord menthe's only. Additional temporary and permanent bracing MiTek*
Is always required for stalAIy and to prevent collapse with possible personal Inftay and property damage. For general guidance regarding the
fabrication,storage.delivery.erection and bracing of tnrsses and truss systems,seeANSI/TPI1 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandrla.VA 22314. Tampa.FL 33610
Job Truss 'Truss Type Qty Ply
I T9594197
11161 TOA T32 1 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:38 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-HsjOi 191 ToHCtO8B08NnHodzv_yFsseebebam7yXBGp
7-1-14 14.3.019-1.14 24-6-8 30-3-0 . 32-6-0 39-11-0•
7-1-14 7-1-2 4-10-14 i 5-4-10 5-8-8 ' 2.3.0 I 7-5-0 {
Scale=1:68.5
5x6=
6x6=
3 3x4\\ 23
5.00112 ;r 3x4\\
3x4\\ 6x6=
III
4x5=
x5--;.-Al
22 4 2x4//
2 " _ti. 25 26 :: 7
27
� 28
Illibilito441144441,4444
21 //
/ IIP/ 4.„.‘
6 1 / ! r. 8 v
Ir-
6
a d
14 13 12 11 10 9
2x4 I I 3x8 MT2OHS= 4x5= 4x10= 6x66x6= 4x10= 3x8 MT2OHS=
7-1-14 14-3-0 22-3-030.3.0 39-11-0
7-1-14 7-1-2 I 8-0-0 8-0-0 I 9-8-0
Plate Offsets(X,Y)-- [1:0-0-9,0-3-01,13:0-3-0,0-2-41,[8:0-0-13,0-2-121
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lot) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.33 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.85 9-11 >565 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress lncr YES WB 0.80 Horz(TL) 0.23 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:208 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied.
1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.
BOT CHORD 2x4 SP No.1 'Except' WEBS Web Brace:Length(member) 4-1-10(4-12);4-10-15(5-9);
8-10:2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,8=1597/0-5-8
Max Horz 1_98(LC 10)
Max Uplift 1=-176(LC 12),8=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3254/610,2-3=-2677/553,3-4=-2640/545,4-5=-3758/738,5-6=-2771/579,
6-7.3030/616,7-8=-3208/632
BOT CHORD 1-14=-472/2929,12-14=-472/2929,11-12=-640/3801,9-11=-614/3638,8-9=-515/2877
WEBS 2-12=-658/161,3-12=-265/1619,4-12=-1851/421,5-11=0/322,5-9=-1069/226,
6-9=-142/896
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsi;h=251h B=45it;L=40it;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.16;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.11-14,Interior(1)3-11-14 to 14-3-0,Exterior(2)
14-3-0 to 18-2-14,Interior(1)19.1-14 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=176,8=176.
o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MtFEK REFERANCE PAGE 911-7473 rev.IGWI''2015 BEFORE USE. mill
Design valid for use only with Mltekf)connectors.This design Is based only upon parameters shown,and Is for an IndhA Aad irking component.not
a truss system.Before use,the building designer must verity the appllcobllty of design parameters and properly kicorporate this design Into the overall
bldtrrg design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek•
5 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
ktak:atlon.storage.delivery.erection and bracing of trusses and truss systems.seeANSl/TPIt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Informallon avalkixe from truss Plate Institute.218 N.Lee Street,Suite 312.FJexandda.VA 22314. Tampa.Ft.33610
Job Truss I Truss Type Qty Ply
T9594198
1116170A T33 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:39 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg4ld-13HnvN9gE6Q3VAjNasuOq?99x01?bH 1 oglK7JayXBGo
7-1-14 14-3-0 ; 17-1-14 , 22-8-7 28-3-0 34-0-10 39-11-0
7-1-14 7-1-2 ' 2-10-14 ' 5-6-9 5-6-9 5-9-10 5-10-6
Scale=1:68.6
5x6=
3 6x6= 4x5= 6x6=
5.00 12 ii
4 5
23 • n L:
4x5 " 24 25 26•
I 27 4x5
2 7
28
N
N
o B
:.;_ 'm_ to
•• 15 14 13 12 71 10 9
6x6= 2x4 I i 3x8 MT2OHS= 4x5= 4x10= 2x4 .1 6x6
4x10 = 3x8 MT2OHS=
7.1.1414-3-0 22-8-7 28-3-0 34-0-10 39-11-0
7-1-14 7-1-2 8-5-7 5-6-9 5-9-10 I 5-10-6 1
Plate Offsets(X,Y)-- [1:0-0-9,0-3-0j,[3:0-3-0,0-2-4],[8:0-0-9,0-3-01
— — r
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.27 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.78 12-13 >613 180 j MT2OHS 187/143
BCLL 0.0 * Rep Stress Ina YES WB 0.92 Horz(TL) 0.21 8 n/a n/a i
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,8=1597/0-5-8
Max Horz 1=-98(LC 10)
Max Uplift 1=-176(LC 12),8=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3253/603,2-3=-2679/542,3-4=-2611/556,4-5=-3164/653,5-6=-2619/574,
6-7=-2911/582,7-8=-3257/604
BOT CHORD 1-15=-478/2928,13-15=-478/2928,12-13=-492/3109,10-12=-490/3164,9-10=-506/2938,
8-9=-506/2938
WEBS 2-13=-651/167,3-13=-291/1663,4-13=-1426/350,5-10=-730/136,6-10=-91/766,
7-10=-358/112
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=5.Opsf;BCDL=5.Opsf;h=251t;B=459;L=408;eave=5ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 14-3-0,Exterior(2)
14-3-0 to 32-2-14,Interior(1)32-2-14 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)except(jt=1b)
1=176,8=176.
A WARNING-Verity design pannreters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.1803/7015 BEFORE USE. mg
Design valid for use only with MITeld9 connectors.his design Is based only upon parameters shown.and Is for an InclINdual Wading component,not
a truss system.Before use,the building designer must verify the applIcablity of design parameters and properly incorporate this design Into the overall MiTek'
design. Bracing Indicated Is to prevent budding o1 individual truss web and/or chord morntxers only.Additlond temporary aid permanent bracing Ml Tek•
Is always required(or stability and to prevent collapse with posst,le personal Injury and property damage. For general guidatce regarding the
fabrication,storage,delivery,erection and bracing of muses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed.
Safely In lormatton available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594199
111161TOA T34 Hip 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:40 2016 Page 1
ID:TvdoVe?s 16166zpglvAgm5yg41d-DFr97jAl?PYw7KIZ8ZPF NDiINohRKg1 x3y4grOyXBGn
6-10-6 13-4-2i 19.11.8 I 26-6-14 I 33-0-10 I 39-11-0 i
6-10-6 6-5-12 6-7-6 6-7-6 6-5-12 6-10-6
Scale=1:67.5
7x10=
2x4 II 7x10=
3 23 24 4 25 26 5
5.00 TIF
lilt
a Sig
4x5
22 27 46
x5
2
21 ro
1 7
„I a, 0 - a t► In
0
1.1.414 13 12 29 11 10 y 8
2x4 I 3x8 MT2OHS 4x10= 3x8 MT2OHS= 4x5= 2x4 I I
6x6= 6x6=
=
4x5=
I
6-10-6 13-4-2 19-11-8 I 26-6-14 I 33-0-10 I 39-11-0 l
6-10-6 I 6-5-12 6-7-6 6-7-6 6-5-12 6-10-6
Plate Offsets(X,Y)-- [1:0-0-1,0-3-0],[3:0-4-4,0-2-4],[5:0-4-4,0-2-4],[7:0.0-1,0.3-0]
LOADING
(psf) i SPACING- 2-0-0 CSI. DEF,. in (IDC) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.24 11 >999 240 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.60 11-12 >796 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress lncr YES I WB 0.55 Horz(TL) 0.19 7 n/a n/a
BCDL 10.0 1 Code FBC2014/TPI2007 I Matrix-MS Weight:203 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5.8,7=1597/0-5-8
Max Horz 1=91(LC 11)
Max Uplift 1—176(LC 12),7=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3252/646,2-3=-2737/593,3-4=-2773/642,4-5=-2773/642,5-6=-2737/593,
6-7=-3252/646
BOT CHORD 1-14=-548/2928,12-14=-548/2928,11-12=-401/2463,9-11=-392/2463,8-9=-539/2928,
7-8=-539/2928
WEBS 2-12.-542/163,3-12=-10/448,3-11=-109/561,4-11=-445/185,5-11=-109/561,
5-9=-10/448,6.9=-542/163
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 13-4-2,Exterior(2)
13-4-2 to 32-2-10,Interior(1)32-2-10 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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,with BCDL=10.0psf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)
1=176,7.176.
I
A WARNING-V.Aiy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. NI
Deslgr valid for use only with Mk-4M connectors.This design is based only upon parameters shown,and Is for an ddividual IuIdirig component,not
a truss system.Before use,the bulling designer must verify the app icability of design parameters and properly incorporate this design kilo the overall
balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Adcttkxt:l temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general grXknce regarding the
kt rication,storage,deltvery,erection and bracing of mases and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information(makable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610
Job Truss `Truss Type Qty Ply
19594200
11161T0A 135 Hip 1 1
Job Reference(optional) I
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industnes,Inc. Mon Oct 03 07:55:41 2016 Page 1
ID:TvdoVe?st 6166zpglvAgm5yg41d-hRPXK3BwmjgnkUtli HwUvQFVjC 1 D31s51cpENSyXBGm
7-10-6 15-4-2 19-11-8 24-6-14 32-0-10 39-11-0
I
7-10-6 l 7-5-12 i 4-7-6 i 4-7-6 l 7-5-12 i 7-10-6
Scale=1:68.7
5.0012 7x10
4x5-n7x10
4 24 5 25 6
3x6 i � `
3x6
37
2x4 II 23 ..+110.114 26 2x4 II
B
22 I 27 eb
'll
CI 1 1 9 0
t.:,
4 • [e1 ❑ U 191 �� IV
15 14 28 13 29 30 12 it 10
4x5— 3x8 MT2OHS= 4x5— 4x5= 3x8 MT20HS= 4x5—
6x6= 6x6
I 7.10.6 i 15-4-2 24-6-14 I 32-0-10 39-11-0 1
7-10-6 7-5-12 9-2-12 7-5-12 7-10-6
Plate Offsets(X,Y)-- 11:0-0-1,0-3-0),19:0-0-1,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.27 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.68 12-13 >705 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.18 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:206 lb FT=20%
— -- -- — — — ----1
LUMBER- BRACING-
TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied.
4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,9=1597/0-5-8
Max Horz 1=-105(LC 10)
Max Uplift 1=-176(LC 12),9=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3242/630,2-4=-3263/750,4-5=-2380/565,5-6=-2384/565,6-8=-3272/750,
8-9=-3251/630
BOT CHORD 1-15=-526/2994,13-15=-352/2411,12-13=-376/2464,10-12=-343/2371,9-10=-517/2923
WEBS 2-15=-453/238,4.15=-234/848,4-13=0/532,5-13=-317/96,5-12=-317/96,6-12=0/532,
6-10=-234/848,8.10=-453/238
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lOtmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3.11-14 to 15-4-2,Exterior(2)
15-4-2 to 30-2-10,Interior(1)30-2.10 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)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.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)except(jt=1b)
1=176,9=176.
I
0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2016 BEFORE USE. NB
Design valid for use only with Milekb 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 Ibis design into the overall
bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addtion i temporary and Mel('
permanent tracing
Is always required tot stability and to prevent collapse with possible personal Yrlray rind properly damage. For general guidance regarding the
fctrlcatkxr,storage,delivery-erection and tracing of trusses and truss systems.seeANSI/IPl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Instltule,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610
IJob Truss Truss Type Qty Ply
T9594201
11161TOA T36 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:42 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-9ezvYPCYW 1oeMdSyF_SjSenigbt2ogCEWGZnwuyXBGI
5-11-2 11-9-9 17-4-2 22-6.1428-1-7 33-11-14 39-11-0
5-11-2 l 5-10-7 5-6-9 5-2-12 5-6-9 i 5-10-7 5-11-2
Scale=1:68.7
5.00 7 6x6 t'; 6x6 /1
5 6
4x5-r.--
3x6
I
4x5
3x6� 3x6
4 7 8
3�s ✓ -z.--
z....7:/8
�s
2x4�� 2x4�i
2 9 r:
23 24
1� 10
12
s,
6 7-
16 25 15 26 14 13 12 27 28 11
4x5= 3x12 M18SHS= 4x5— 4x5— 4x5= 6x6=
6x6- — —
3x12 M18SHS=
8-10-6 17-4-2 22-6-14 31-0-10 39-11-0
8-10-6 I 8-5-12 5-2-12 8-5-12 I 8-10-6
Plate Offsets(X,Y)-- [1:0-0-1,0.3-0),[10:0-0-1,0-3-0)
--- i
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.66 11-13 >727 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -1.12 11-13 >429 180 M18SHS 244/190
BCLL 0.0 ' Rep Stress Ina YES WB 0.83 Horz(TL) 0.19 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:197 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc puffins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-7-15 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,10=1597/0-5-8
Max Horz 1=119(LC 11)
Max Uplift 1=-176(LC 12),10=-176(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3269/623,2-4=-3039/587,4-5=-2369/541,5-6=-2142/525,6-7=-2369/541,
7-9=-3039/587,9-10=-3269/623
BOT CHORD 1-16=-518/2995,14-16=-441/2633,13-14=-285/2154,11-13=-433/2575,10-11.510/2944
WEBS 2-16=-258/150,4-16=0/438,4-14=-725/213,5-14=-66/639,6-13=-66/639,
7-13=-725/213,7-11=0/438,9.11=-258/150
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=40ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 17-4-2,Exterior(2)
17-4-2 to 22-6-14,Interior(1)28-1-7 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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.Opst 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)except(jt=1b)
1=176,10=176.
A WARNING-Vally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. NI
Design valid for use only with MII0109 connectors.Ibis design Is based only upon parameters shown,and Is for an individual bolding component,not
a truss system.Before use,the bdldng designer must verity the applicability of design parameters and properly kicanfxxate Ibis design into the overall
bullring design. tracing Indicated is to prevent buckling of individual truss web and/or chord members only.Addlkrxwl lernporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injuy,and properly damage. For general guidance regrading the
fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Cualty Criteria,DSB-89 and BCSI Building Component 6904 Parke Easi Blvd.
Safety Inform:Mon available from Truss Plate Instltute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594202
11161TOA T37 Common 1 1
Job Reference(optional) _
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:43 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-egWHIICAHKwU_nl8pizy_rKu??iBXCONIwILSLyXBGk
6.8.5l 13-3-14 i 19-11-8 26-7-2 l 33-2-11 l 39-11-0 l
6-8-5 6-7-10 6-7-10 6-7-10 6-7-10 6-8-5
Scale=1:68.6
5x10 MT20HS
5.00l-
5
era
4x5 X22 23 4x5
3x6% 4 6 3x6
zz3
7
2x4 2x4/z
8
21 ./ Z. 24
1 9 0
. .N.LI
___________I_9,o ►ter o, r.r
_ a
14 13 25 2612 11 27 28 10
3x8 MT2OHS= 4x10= 3x8 MT2OHS= 4x5= 6x6=
6x6= 4x5=
10-0-2 19-11-8 29-10-14l 39-11-0
10-0-2 9-11-6 9-11-6 10-0-2
Plate Offsets(X,Y)-- 11:0-0-1,0-3-01,19:0-0-1,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.36 12-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.86 12-14 >559 180 MT2OHS 187/143
BCLL 0.0 ` Rep Stress Incr YES WB 0.45 Horz(TL) 0.19 9 n/a n/a
BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-12,4-12
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0.5-8,9=1597/0-5-8
Max Horz 1=-134(LC 10)
Max Uplift 1=-176(LC 12),9=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3250/581,2-4=-2970/532,4-5=-2146/465,5-6=-2146/465,6-8=-2970/532,
8-9=-3250/581
BOT CHORD 1-14=-454/2926,12-14=-355/2460,10-12=-348/2460,9-10=-461/2926
WEBS 5-12=-169/1189,6-12=-751/220,6-10=-12/515,8-10=-347/169,4-12=-751/220,
4-14=-12/515,2-14=-347/169
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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=40ft;eave=5ft;Cat.
It;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3.11-14 to 19-11-8,Exterior(2)
19-11-8 to 25-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 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=lb)
1=176,9=176.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MD-7473 rev.I0/03/2015 BEFORE USE. mil
Design valid for use only vAlh Milekt%connectors.This design is based only upon p,zameters shown,and is for do IndMdual handing component,not
a truss system.Before use,the balding designer must verily the appl cab liity of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of in divkkxl 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 damage. For general guidance regarding the
k4brtcation,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.058-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrkl.VA 22314. Tampa.FL 33610
;Job Truss Truss Type Qty Ply
T9594203
11161 TOA 138 Common 4 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:44 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-604fy5Do2e2LbxcKNPUBX3t31 P2QGfMX_a2u_nyXBGj
6-8-5 I 13-3-14 19-11-8 I 26-7-2 33-2-11 I 39-11-0 I
6-8-5 6-7-10 6-7-10 6-7-10 6-7-10 6-8-5
Scale=1:65.9
5x6=
5.00 FIF
5
23
4x5 22 4x5
3x64 6 3x6
3 7
- 2x4\ opor 244
..il
., 2 8
21 24
1I N- 9
0
A s g. Io
14 13 25 2612 11 27 28 10
3x8 MT20HS= 4x10— 3x8 MT20HS= 4x5= 6x6=
6x6=
4x5
I 10-0-2 I 19-11-8 I 29-10-14 I 39-11-0 i
10-0-2 9-11-6 9-11-6 10-0-2
Plate Offsets(X,Y)-- [1:0-0.1,0-3-01,15:0-3-0,0-2-41,19:0-0-1,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (toc) 1/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 IC 0.69 Vert(LL) -0.36 12-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.86 12-14 >558 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Inch YES WB 0.47 Horz(TL) 0.19 9 rola n/a
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-12,4-12
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,9=1597/0-5-8
Max Horz 1=136(LC 11)
Max Uplift 1=-176(LC 12),9=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3250/560,2-4=-2970/511,4-5=-2132/441,5-6=-2132/441,6-8=-2970/511,
8-9=-3250/560
BOT CHORD 1-14=-442/2926,12-14=-319/2460,10-12=-319/2460,9-10=-442/2926
WEBS 5-12=-169/1238,6-12=-780/210,6-10=-13/515,8-10=-347/169,4-12=-780/210,
4-14=-13/515,2-14=-347/169
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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=511;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 19-11-8,Exterior(2)
19-11-8 to 23-11.6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Ops1 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=lb)
1=176,9=176.
0 WARNING•Varl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10N34016 BEFORE USE. mg
Design valid for use only with Mdlekit connectors.Phis 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
briding design. Bracing Indicated Is to prevent buckling of Individual Buss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal him and properly da nage. For general guidance regarding th e
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPtl Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bird.
Safety Information avdl[ble from Truss Plate institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T9594204
'11161TOA T39 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:45 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-aDe2AQEQpyACD5AXx7?Q4GPC 1 pNL??OgC EnRW DyXBGi
6-0-7 12-0-4 18-0-0 21-11-0 27-10-12 33-10-9 39-11-0 ,
6-0-7 I 5-11-12 I 5-11-12 i 3-11-0 5-11-12 5-11-12 i 6-0-7
Scale=1:68.2
5.00 12 6x6 1'r 6x6 i;
5 6 25
4x5 l 4x5
3x6 i 3x6
4 24 7
3 8
2x4 12x4// c
2 26 9 co
23
1 100
d — — u ei w 1,
96
27 15 28 14 13 12 29 30 11
4x5_ 3x12 M18SHS= 4x5— 4x5— 4x5= 6x6-
— —
6x6=
3x8 MT20HS-
9.0-6I 18-0-0 I 21-11-0 I 30-10-10 39-11-0
9-0-6 8-11-10 3-11-0 8-11-10 9-0-6
Plate Offsets(X,Y)-- 11:0-0-1,0-3-01,110:0-0-1,0-3-01
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.51 11-13 >942 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -1.02 11-13 >471 180 I MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr YESII WB 0.95 Horz(TL) 0.19 10 n/a n/a M18SHS 244/190
BCDL 10.0 Code FBC2014/TPI2007 Matrix MS Weight:200 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,10=1597/0-5-8
Max Horz 1=123(LC 11)
Max Uplift 1=-176(LC 12),10=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3267/611,2-4=-3032/569,4-5=-2289/522,5-6=-2055/508,6-7=-2289/522,
7-9=-3032/569,9-10=-3267/611
BOT CHORD 1-16=-502/2969,14-16=-426/2591,13-14=-260/2067,11-13=-417/2561,10-11=-495/2942
WEBS 2-16=-266/151,4-16=0/458,4-14=-754/221,5-14=-77/628,6-13=-77/628,
7-13=-754/221,7-11=0/458,9-11=-266/151
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsl;h=25tt;B=451t;L=40ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 18-0-0,Exterior(2)
18-0-0 to 21-11-0,Interior(1)27-6-12 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
1=176,10=176.
I
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. Id
Design valid for use only with Mlieldo connectors.this design is based only upon parameters shown,and Is for or kx1Mdual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly 400rp Tato this design into this overall
building design. Bracing Indicated is to prevent buckling of Individual truss web sand/or chord members only.Addtton l temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal briery and property damage. for general guldcnce regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from buss Rate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tarpa,FL 33610
Job I Truss Truss Type Qty Ply
T9594205
11161TOA T40 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:46 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg4ld-2PCQNmF3aFI3r FIjUgW tcUyMI Dg8kaDgRuX?3gyXBGh
8-0-6i 15-10-15 I 19-11-8 l 24-0-1 31-10-10 l 39-11-0
8-0-6 7-10-9 4-0-9 4-0-9 7-10-9 8-0-6
Scale=1:69.9
5.00 r'12 6x12
4x5= 6x12
4 23 5 24 6
I
3x6%/�i r.— --- '� 3x6
3
\\iiiiiii,....,7
2x4 I 22 0 to 25 2x4 I
2 8
N
21 26 16
1 9
O I
14 13 27 12 28 29 11 30 10
6x6
4x5= 3x8 MT2OHS= 4x6- 6x8= 455= 6x6=
8.0-6 15.10.15i 24-0-1 i 31-10-10 39-11-0
8-0-6 7-10-9 8-1-2 7-10-9 8-0-6
Plate Offsets(X,Y)-- (1:0-0-1,0-3-01,[4:0-3-15,0-3.01,16:0.3-12,0-3-01.19:0-0-1,0-3-01,111:0-3-8,0-3.01
LOADING (pst) SPACING- 2-0.0 I CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 IC 0.79 Vert(LL) -0.29 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.73 11-12 >659 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stresslncr YES WB 0.44 Horz(TL) 0.19 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:207 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP SS*Except TOP CHORD Structural wood sheathing directly applied.
4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.
BOT CHORD 2x4 SP No.1 `Except'
11-13:2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
'1 Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,9=1597/0-5-8
Max Horz 1=-106(LC 10)
Max Uplift 1=-176(LC 12),9=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3228/628,2-4=-3240/748,4-5=-2357/563,5-6=-2359/563,6-8=-3240/748,
8-9=-3228/628
BOT CHORD 1-14=-523/2974,12-14=-349/2395,11-12=-380/2468,10-11=-340/2351,9-10=-514/2898
WEBS 2-14=-454/238,4-14=-234/849,4-12=-4/565,5-12=-361/107,6-11=-4/565,
6-10=-235/849,8-10=-454/238,5-11=-359/108
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=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=40ft;eave=5ft Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 15-5-11,Exterior(2)
15-5-11 to 30-1-1,Interior(1)30-1-1 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)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.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)except(jt=lb)
1=176,9=176.
V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ms-7473 rev.10/03/201S BEFORE USE mit
Design valid for use only with Milek0 connectors.this design Is based only upon parameters shown,and Is for an Individual bolding component,not
a truss system.Before use.the txikti ng designer must verity the applicability of design parameters and properly incorporate this design Into the overall
bulding design. Bracing indicated Is to prevent buckling of kxNvkiud truss web and/or chord members only. Addtltkrxrl temporary and permanent bracing MiTek
Is always repaired for stability and to prevent collapse with possble personal inky/arid property damage. For general guidance regarding the
fobk:alkn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdlable from truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss I Truss Type Qty 1 Ply
T9594206
11161TOA 141 Hip 1 I 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:46 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-2PCONmF3aF I3rF IjUgW fcUyNRDkAkZmgRuX?3gyXBGh
7-0-6 13-10-15 19.11.826-0-1 32-10-10 39-11-0
7-0-6 6-10-9 i 6-0-9 6-0-9 I 6-10-9 1 7-0-6
Scale=1:68.7
7x10=
2x4 I 7x10=
500 12 3 23 24 4 25 26
atIINI ii
4x5
27 C
22 4x5 6
2
o0/000/
... , N
28
21
1 7 R
�� 9 m r a c $ �� to
d4 13 12 29 t1 10 9 8 -
2x4 !I 3x8 MT2OHS= 4x10- 3x8 MT2OHS=4x5= 2x4 I I
6x6= 6x6
4x5=
7.0-6I 13.10.15 I 19-11-8 I 26-0-1 I 32-10-10 i 39-11-0 i
7-0-6 6-10-9 6-0-9 6-0-9 6-10-9 7-0-6
Plate Offsets(X,Y)-- [1:0-0-1,0-3-01,[3:0-5-4,Edge1,15:0-5-4 Edge],(7:0-0-1,0-3-01
LOADING — — —
(psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.23 11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.58 11-12 >826 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.19 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:204 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 *Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
3-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,7=1597/0-5-8
Max Horz 1=-90(LC 10)
Max Uplift 1=-176(LC 12),7=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3250/644,2-3=-2776/600,3-4=-2793/644,4-5=-2793/644,5-6=-2776/600,
6-7=-3250/644
BOT CHORD 1-14=-543/2924,12-14=-543/2924,11-12=-411/2505,9-11=-404/2505,8-9=-536/2924,
7-8=-536/2924
WEBS 2-12=-481/147,3-12=-6/423,3-11=-101/541,4-11=-423/177,5-11=-101/541,
5-9=-6/423,6-9=-481/147
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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=40ff;eave=5fh Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3.11-14 to 13-7-9,Exterior(2)
13-7-9 to 31-11-2,Interior(1)31-11-2 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.0psf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=176,7=176.
1 �
0 WARNING•Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE NI-7473 nit.70/03?015 BEFORE USE •
Design valid for use orgy with MllekS)connectors.This design k based only upon parameters shown,and Ls for an individual balding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly hcogxxate this deskln into the overall
building design. Bracing indicated h to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
S always required for stability and to prevent collapse with possble personal InMry and property ckunaElo. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Cdtaia,DS8.89 and BCSI Building Component 6904 Parke East Blvd.
Safety IMormalto n available from Trus Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type i Qty Ply '
T9594207
11161TOA T42 Hip 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:47 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-W bmob6GhLZQwSPKv2X1 u9hVW9c2CT2IzgYGYb6yXBGg
6-0-611.10.15 19-11-8 28-0-1 33-10-10 39-11-0
6-0-6 5-10-9 8-0-9 8-0-9 5-10-9 I 6-0-6 {
Scale=1:69.8
7x10= 7x10=
3x6= 2x4 1:
5'00 3 23 24 4 25 5 26 27 28 6
4x5 4x5
2 7
22 28
a,e.
1 e
A; :f ,# a g a r -- a IQ L
•, 15 14 13 12 11 10 9 c
6x6=
2x4 I I 3x8 MT2OHS= 4x10= 3x8 MT2OHS= 4x5= 2x4 II 6x6=
4x5=
6.0.61 11-10-15 + 19-11-8 28-0-1 33-10-10 I 39-11-0 l
6-0-6 5-10-9 8-0-9 8-0-9 5-10-9 6-0-6
Plate Offsets(X,Y)-- [1:0-0-9,0-3-0],[3:0-5-4,Edge],[6:0-5-4,Edge],[8:0.0-9,0-3-0]
T
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.26 12 >999 240 MT20 244/190
TCDL 10.0 i Lumber DOL 1.25 BC 0.89 Vert(TL) -0.70 12-14 >681 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress lncr YES WB 0.33 Horz(TL) 0.19 8 n/a n/a
• BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:199 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
3-4,4-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
• Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-5-8,8=1597/0-5-8
Max Horz 1=-77(LC 10)
Max Uplift 1=-176(LC 12),8=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3245/657,2-3=-2959/627,3-5=-3315/727,5-6=-3315/727,6-7=-2959/627,
7-8=-3245/657
BOT CHORD 1-15=-560/2924,14-15=-560/2924,12-14=-459/2697,10-12=-452/2697,9-10=-554/2924,
8-9=-554/2924
WEBS 2-14=-265/115,3-14=0/384,3-12=-157/861,5-12=-574/236,6-12=-157/861,6-10=0/384,
7-10=-265/115
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=5.Opsh BCDL=5.OpsI;h=25th B=45ft;L=40ft;eave=5ft Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-11-14,Interlor(1)3-11-14 to 11-7-9,Exterior(2)
11-7-9 to 33-10-10,Interior(1)33-10-10 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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 tit 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=1b)
1=176,8=176.
t
a WARNING-Verily dapgn Nominators and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE AM-7473 rev.101)32016 BEFORE USE 11111
Design valki for use only with MITekS)connectors.This design is based only upon parameters shown,and Is for an individual buldi ng component.not
a truss system.Before use,the biding designer must verify the applicability of design parameters and properly Incorporate this design Into tine overall
balding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.AdditIonal temporary and permanent bracing MEW
Is always required low stability and to prevent collapse with possible personal Irrfury and property damage. For general guidance regarding the 6904 Parke East Blvd.tebric:0ao n,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria.DSB-89 and BCSI BuNdn9 Component
Safety Information avclktAe from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty 1 Ply 1
T9594208
11161TOA T43 Hip Supported Gable 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:48 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg4ld-_oKAoSGJ6tYn4Yv6cFY7hv t fJOQXCTS7vC067YyXBGf
5.0.6I 9-10-15 l 16-7-11 l 23-3-5 30-0-1 34-10-10 l 39-11-0
5-0-6 4-10-9 6-8-12 6-7-11 6-8-12 4-10-9 5-0-6
Scale=1:69.8
7x10= 7x10=
500 12 4x5= 3x6= 2x4 II
3 24 25 4 5 6 26 27 7
2x4 pH .r b 2x4
23 28214
22 2 29
�jDS a
d 1 9
d
1514 13 12 11 10
6x6= 4x5=3x8 MT2OHS= 4x5= 4x10= 4x5= 6x6=
3x8 MT2OHS=
9-10-15 ) 16-7-11 } 23-3-5 I 30-0-1 l 39-11-0
9-10-15 6-8-12 6-7-11 6-8-12 9-10-15
Plate Offsets(X,Y)-- (1:0-0-9,0-3-0],(3:0-5-4,Edge],17:0-5-4,Edge],19:0.0-9,0-3-01,111:0-3-3,0-1-8]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.33 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.83 12-13 >577 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.21 9 ria n/a
BCDL 10.0 Code FBC2014/TP12007 i Matrix-MS Weight:197 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied.
3-5,5-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-3-8,9=1597/0-3-8
Max Horz 1=63(LC 11)
Max Uplift 1=-176(LC 12),9=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3256/1106,2-3=-3102/999,3-4=-3820/1208,4-6=-3819/1207,6-7=-3819/1207,
7-8=-3102/999,8-9=-3256/1106
BOT CHORD 1-15=-948/2932,13-15=-783/2861,12-13=-1002/3820,10-12=-786/2861,9-10=-951/2932
WEBS 3-15=0/301,3-13=-319/1210,4-13=-476/227,6-12=-431/211,7-12=-318/1209,
7-10=0/301
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=40ft;eave=2ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0.0 to 3-11-14,Exterior(2)3-11-14 to 9-7-9,Comer(3)9-7-9
to 34-3-5,Exterior(2)34-3-5 to 39-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=176,9=176.
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.19193/2015 BEFORE USE mi
Design valid for use only with MllebF:connectors.This design Is based only upon parameters shown,and Is for an kxilvidual priding component.not
a truss system.Before use,the Lxilding designer must verify the ap pllcabBty of rfeslgn parameters and properly Incorpxiate th[s design Into the overall
bolding design. Bracing indicated is to prevent buckling of IndWkival 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 properly damage. For general guidance regarding the
fctrlcatlo n,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Cdteda,OSB-89 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 I Truss Truss Type i Oty Ply
19594209
11161TOA IT44 Hip 11 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:49 2016 Page 1
I D:TvdoVe?s16166zpglvAgm5yg41d-S_uYOoHxtAgeiiUlAy4ME6as2QkAxtQG7slff?yXBGe
7-10-15 14.0.1019-11-8 25-10-6 32-0-1 39-11-0
7-10.15 I 6-1-11 5-10-14 5-10-14 I 6.1-11 7-10-15
Scale=1:69.7
2x4 I I
7x10= 7x10=
5.00 12 4x5= 3x6= 4x5=
2 24 25 3 26 45 27 6 28 29 7
grab
23 3Ore0
`�
110.11
di 22
31
8
es
t3 °r :.
15 14 13 12 17 10 9
6x6= 2x4 I 3x8 MT2OHS 4x10= 4x5= 2x4 I 6x6
4x5= 3x12 M18SHS=
0-3-4 7-10-15 14-0-10I 19.11.8 25-10-6 32-0-1 { 39-7-12 39.'111.0
04-4 7-7-11 6-1-11 5.10.14 5-10-14 6-1-11 7-7.11 0-3-4
Plate Offsets(X,Y)-- 11:0-1-1,0-2-121,12:0-5-4,Edge),17:0-5-4,Edge),[8:0-1-1,0-2-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.85 ' Vert(LL) -0.42 12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -1.07 12-13 >449 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Inc/ YES WB 0.67 Horz(TL) 0.23 8 rUa n/aI M18SHS 244/190
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:186 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied.
2-4,4-7:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=1597/0-3-8,8=1597/0-3-8
Max Horz 1=-49(LC 10)
Max Uplift 1=-176(LC 12),8=-176(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-3332/662,2-3=-4480/912,3-5=-4871/970,5-6=-4871/970,6-7=-4480/912,
7-8=-3332/662
BOT CHORD 1-15=-546/3015,13-15=-549/3010,12-13=-793/4480,10-12=-801/4480,9-10=-541/3010,
8-9.538/3015
WEBS 2-13=-302/1761,3-13=-657/203,3-12=-81/495,5-12=-331/128,6-12=-81/495,
6-10=-657/203,7-10=-302/1761
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=5.0psf;BCDL=5.Opsf;h=2511;B=45fC L=40ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 7-7-9,Extenor(2)7-7-9
to 37-11-2,Interior(1)37-11-2 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)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.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=1b)
1=176,8=176.
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl•7473 rev.10'03/2015 BEFORE USE ,
Design valid for use only with MIIekw 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
buldkng design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and pxrmarxnt bracing MITE**
Is 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,seeANSt/TPtI Qualtly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Informatton available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T9594210
11161TOA T45 Hip Girder 1 n
_ L Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:55 2016 Page 1
ID:TvdoVe?s 16166zpglvAgmsyg4ld-H8FgGrMiTORnOdxSW DBmTNquMrgtLZ59W nCzteyXBGY
6-0-0 10-9-0 15-4-4 19-11-8 24-6-12 29-2-0 33-11-0 39-11-0 -
i
6-0-0 I 4-9-0 4-7-4 - 4-7-4 4-7-4 4-7-4 4-9-0 } 6-0-0
Scale=1:67.6
NAILED
NAILEDr--.. NAILED NAILED 2x4 II NAILED
5.00 12 7x10— NAILED 3x8 MT2OHS= NAILED NAILED 7x10=--
NAILED
NAILED NAILED NAILED NAILED NAILED NAILED NAILED
2 26 27 3 28 29 30 431 32 5 6 33 34 7 35 36 37 838 39 40 9
s,a a In ail _in _ 13 Ill___._ sn( a1 _aa____ n rl. , , :'7 i. _C1.— illio
1 „ „ t✓ r rt r „
011)7r
L 4t _ 10 ]o
• — : nn , RI nn an d
41 42 19 43 44 18 17 45 16 46 47 15 48 1413 49 50 12 51 52 11 53 54
6x6= NAILED 2x4 I NAILED 3x12 M18SHS= NAILED NAILED 4x10= 3x12 M18SHS= NAILED NAILED NAILED 2x4 I
NAILED NAILED 6x6=
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
0-p4 6-0-0
' 10-9-0 I 15-4-4 I 19-11-8 I 24-6-12 I 29-2-0 I 33-11-0 I 39-7-12 39-+111-0
0-3-4 5-8-12 4-9-0 4-7-4 4-7-4 4-7-4 4-7-4 4-9-0 5-8-12 04-4
Plate Offsets(X,V)-- [1:0-0-3,0-3-01,[2:0-4-4,0-2-41,[9:0-4-4,0-2-41,110:0-0-3,0-3-01
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.80 15 >601 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -1.50 15 >320 180 MT2OHS 187/143
BCLL 0.0 * Rep Stress Incr NO WB 0.72 Horz(TL) 0.23 10 n/a n/a M18SHS 244/190
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:386 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins.
BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (lb/size) 1=3167/0-3-8,10=3167/0-3-8
Max Horz 1=41(LC 7)
Max Uplift 1=-i307(LC 8),10=-1306(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-6429/2663,2-3=-9074/3812,3-4=-10864/4562,4-6=-11469/4814,6-7=-11469/4814,
7-8=-10862/4561,8-9=-9073/3812,9-10=-6428/2662
BOT CHORD 1-19=-2397/5847,18-19.2402/5858,16-18.3740/9074,15-16=-4489/10864,
13-15=-4488/10862,12-13=-3739/9073,11-12=-2402/5857,10-11=-2396/5846
WEBS 2-19=-106/308,2-18=-1551/3797,3-18=-1659/666,3-16=-876/2112,4-16=-870/343,
4-15=-311/740,6-15=-506/195,7-15=-311/742,7-13=-868/342,8-13=-876/2113,
8-12=-1659/666,9-12=-1551/3797,9.11=-106/308
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 0-7-0 oc.
Bottom chords connected as follows:2x4-1 row 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 roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25it;B=4511;L=40ft;eave=51t;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 4x5 MT20 unless otherwise Indicated.
8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
9)"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.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=1307,10=1306.
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.
CLAAVASnEffahiSt andard
r
0 WARNING-'Wily design paras taws and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE N
Design valki for use only ells MIIekS)connectors.INs deslgtn Is based only upon parameters shown,and is for an individual balding component,not
C/truss system.Before use.the building desklnor 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 bracingI
Is always required for stability and to prevent collapse with possible personal y d properly damage. [ar{1ornoral guidance regarding the e I
fabrk:otkxs storage,delivery,erection a d bracing of trusses and truss systems,seeANSI/1PI1 Qually Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information available trn oTruss Plate InsBtr,4e,218 N.Lee Street.Sul te 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594210
11161TOA T45 Hip Girder 1
2 Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:55 2016 Page 2
ID:TvdoVe?s16166zpglvAgm5yg4ld-HBFgGrMiTORnQdxSW DBmTNquMrgI Z59WnCzteyXBGY
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-2=-60,2-9=-60,9-10=-60,20-23=-20
Concentrated Loads(Ib)
Vert:2=-97(F)5=-97(F)9=-97(F)17=-61(F)19=-61(F)15=-61(F)6=-97(F)11=-61(F)14=-61(F)26=-97(F)27=-97(F)28=-97(F)30=-97(F)32=-97(F)33=-97(F)
34=-97(F)36=-97(F)38=-97(F)39=-97(F)40=-97(F)41=-230(F)42=-159(F)43=-61(F)44=-61(F)45=-61(F)46=-61(F)47=-61(F)48=-61(F)49=-61(F)50=-61(F)
51=-61(F)52=-61(F)53=-159(F)54=-230(F)
Q WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED Mr/EK REFERANCE PAGE‘11.7473 rev.1O/032015 BEFORE USE ���
Design valid for use only with MITek9 cm
connectors.this design Is based only upon rxneters shown,and is for an individual balding component not
a truss system.Before use.the bulking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
balking design. &acing Indicated Is to prevent buckling of kndM dud truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the
fabrication,storage.delivery,erection and bracYrg of trusses and truss systems.seeANSUTPI l Quality Criteria,DS8-89 and SCSI 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 I Truss Truss Type Qty Ply
79594211
11161TOA T46 Half Hip Girder 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:55 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-H8FgGrMiTORnOdxSW DBmTNg16rylLjR9W nCzteyXBGY
2-0-0 6-0-0
2-0-0 4-0-0
Scale=1:12.1
Special
4x5= NAILED 3x4=
5.0012 2 9 3
r
I 1
5 t0
3x4 - NAILED
Special
3x4= 2x4 II
3x6 11
0-3-4 2-0-0 6-0-0
0-3-4 1-8-12 4-0-0
Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,[1:0-1-11,0-4-131
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:27 lb FT=20%
111
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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (Ib/size) 4=250/Mechanical,1=251/0-3-8
Max Horz 1=24(LC 8)
Max Uplift 4=-113(LC 5),1=-90(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-363/144,2-3=-315/134
BOT CHORD 1-5=-134/315
WEBS 3-5=-140/329
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511 B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;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 tit 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)1 except(jt=lb)
4=113.
7)"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.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)42 lb down and 71 lb up at
2-0-0 on top chord,and 24 lb down and 8 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the 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=-60,2-3=-60,4-6=-20
Concentrated Loads(Ib)
Vert:5=-21(F)10=-11(F)
WARNING-VssMy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE -.
Design valid for use only with Milek6n connectors.this design Is based only upon parameters shown,and is for an YrJivtduot b ulding component.not
a truss system.Before use,the buNdk>g designer must verify the applicability of design parameters and properly incorporate ihk design into the overall
bolding design. Bracing indicated Is to prevent buckling of Irxilvkival truss web and/or chord members only.Additional temporary and permanent bracing i MiTek'
Is always required for stability and to prevent collapse with pxssbie personal Injury and property damage. For general guid<nce regarding the
fabrication,storage,deltvery,erection and bracing of Fusses and truss systems seeANSI/lPlt Qualify 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 Qty Ply
T9594212
11161TOA T47 Half Hip 1I2 1 Job Reference-Ciptional)
_
Building Component Supply, Jacksonville,Fl 32256 8.1010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:56 2016 Page 1
I D:TvdoVe?s 16166zpglvAgm5yg41d-IKpCUBNKDKZe I nW e4wi?OaNBLFAZ4BIIkRyXP5yXBGX
4-0-0 6-0-0
4-0-0 2-0-0
Scale=1:15.4
4x5=
2 — -- 3
5.00 I12
9
1
7
o__
•
•
52.4 I 4
3x6 I
,0-3-4 4-0-0 6-0-0
0-3-4 3-8-12 2-0-0
Plate Offsets(X,Y)-- (1:0-2-12,0-1-11
LOADING (psf) � SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.22 5-8 >331 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >287 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.12 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:22 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-3-8
Max Horz 1=48(LC 12)
Max Uplift 3=-27(LC 8),4=-76(LC 12),1=-76(LC 12)
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=101 mph;TCDL=5.Opsf;BCDL=5.0psh h=25ft;B=45f1;L=24ft;eave=oft;Cat.
It;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to
5-11.4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)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)o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1.
1 Q WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Weld)connectors.This design Is based only upon Ixnanolors shown,and Is lot an individual buldkig component.not
a truss system.Before use,the bulking designer must verily the applicabllty of design parameters and properly incorporate this design Into the overall
building design- Bracing Indicated Is to prevent buckling of WsdvIdud truss web and/or chord members only.Addllonal temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal tidy and properly damage. For general gukknce rewiring the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quilty Criteria,DSB-$9 and BCSI Bulking Component 6904 Parke East Blvd.
Safety information avdiable Corn Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T9594213
11161 TOA Vol Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Mon Oct 03 07:55:57 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-DW NahXNy_ehVfx5geeDEZovOsef EpeKRz5h4xXyXBGW
-0-6-0 6-0-0 6-6-0
0-6-0 6-0-0 0-6-0
Scale=1:14.3
1 2x4 11 2x4 I 2x4 H
2 9 3 10 4 5
.. .:❖:•:❖:•:�::❖:•::❖:•:❖:❖:•:❖:❖:•:❖:❖:❖:•:•�❖:•:❖:❖:•:•:❖:•:•:❖:•.❖:•:•:•.•:❖:•:•:•.❖:•:❖:•:❖:❖:•:❖:❖:•:•.•:•:❖:•:•:•
87 6
2x4 2x4 2x4
6-0-0
6-0-0
LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4 rVr 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 4 n/r 120
BCLL 0.0 • Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 6 rile n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:26 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=140/6.0-0,6=140/6-0-0,7=254/6-0-0
Max Uplift 8=-52(LC 8),6=-52(LC 9),7=-53(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-6-0 to 2-6-0,Interior(1)2-6-0 to 6.6-0 zone;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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7.
Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/1015 BEFORE USE
Design valid for use only with Mlleklu connectors.This design is based only upon parameters shown,and Is for cn Irxiivldual boarding component,not
a truss system.Before use.the bilking designer must verity the applicability of design Ixxameters and property incorporate this design Into the overall
briding design. Bracing indicated Is to prevent buckling of IrxdNkduat 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 Inttry and prorxrty damage. for general guidance regarding the 6904 Parke East BNd.
fabrication,storage,storage,delNery,erectionand bxacksg of trusses and truss systems-5eeANSI/IP11 Quality Criteda,DSB-89 and BCSI Building Component
Safety Information available from Truss Plate institute.218 N.Lee Street.Sulte 312.Alexandria,VA 22314. Tampa.FL 33610
Job 1 Truss Truss Type Oty Ply
T9594214
11161 TOA V02 Valley 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:57 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-DWNahXNy ehVfxSgeeDEZovQtetEpeLRz5h4xXyXBGW
0-6-0 6-0-0 6-6-0
0-6-0 6-0-0 0-6-0
Scale=1:13.3
1 2x4 1 2x4 11 2x4
2 9 3 10 4 5
• •
i _I
•
•
l
• )
.........................•.❖:.•..❖.•.•O.❖.•.•.•.❖.•O.❖.•.•.❖.•.•.❖.•.•.•.•.•.•.•.!.•.•.•.!.!.•.•.•.•.!.•.•.!.•.!P.•.�.!PO.•O.•.•O.•.❖.❖.❖.❖.•.
8 7 6
2x4 ! 2x4 I; 2x4
6-0-0
6-0-0
LOADING (psf) SPACING- 2-0-0 ! CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 ! TC 0.09 Vert(LL) 0.00 4 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 4 n/r 120
BOLL 0.0 • Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:25 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=141/6-0-0,6=141/6-0-0,7=253/6-0-0
Max Uplift 8=-53(LC 8),6=-53(LC 9),7=-52(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=2411;eave=4ft;Cat.
Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-6-0 to 2-6-0,Interior(1)2-6-0 to 6-6-0 zone;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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)•This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7.
•
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A111-7473 rev.1(932015 BEFORE USE.
Design valid for use oily with MITeIN9 connectors.IIs design is based only upon parameters shown,and Is for an IrdlMdual 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. Bracing Indicated Is to prevent budding of Individual truss web arc?/or chord members only.Additional twill svary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For gels nal pcicksvco regarding the
labricatbn.storage.delivery,erection and bracing of trusses and truss systems-se0ANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available frau Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
19594215
11161 TOA V03 Valley 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:58 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg4ld-hjwyvtOalxpMH5g1 BLkT5?Sbe2_TYScbCIRdUzyXBGV
-0-6-0 6-0-0 , 6.6.0
II
0-6-0 6-0-0 ' 0-6-0
Scale=1:13.3
1 2x4 I 2x4 H 2x4
2 9 3 10 4 5
[ ____
-
I
..........................................................................................................................................................................
8 7 6
2x4 2x4 2x4
6-0-0 ,
6-aro
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4 Nr 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Verl(TL) 0.00 4 Nr 120
BCLL 0.0 ' Rep Stress Inch YES WB 0.03 Horz(TL) 0.00 6 Na Na
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:23 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=142/6-0-0,6=142/6-0-0,7=251/6-0-0
Max Uplift 8=-53(LC 8),6=-53(LC 9),7=-52(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst BCDL=5.Opsf;h=25th;B=45th L=24th eave=oft Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-6.0 to 2-6-0,Interior(1)2-6-0 to 6-6-0 zone;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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7.
0 WARNING-Verily dos/9n parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.IGV3/2015 BEFORE USE.
11111
Design valid for use only with tvMeir8i connectors.ills design Is based only upon parameters shown,and Is la an Y cM 1d hal building component,not
a truss system.Before use,the bulling designer must verify the appllcabilty of design parameters and properly tx:ogxxafo this design Into the overall
bolding design. Bracing Indicated Is to prevent buckling of 1ndNldual buss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal tnlu y and property damage. For general gukknce regarding the
fabrication,storage,delivery,erection and bracing of busses and buss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely IMormalton avdlable Corn Trus Plate Institute,218 N.Lee Street,Suite 312.Alexardrto,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T9594216
11161TOA IV04 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 07:55:58 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-hjwyvtOalxpMH5g1 BLkT5?SWO2xIY57bCIRdUzyXBGV
-0-6-0 6-0-0 6-6-0
0-6-0 ' 6-0-0 0-6-0 •
Scale=1:13.3
1 3x4 I 3x4 !1
2 7 8 3 4
•
1-7
•
LI
c... i c �: .O O •moi c�• i
6 5
2x4 2x4
6-0-0
6-0-0
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 3 Nr 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) 0.00 4 rs/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:21 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=267/6.0.0,5=267/6-0.0
Max Uplift 6=-79(LC 8),5=-79(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsl;h=25th B=451h L=24tt;eave=oft Cat.
II;Exp 8;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-6-0 to 2-6-0,Interior(1)2.6-0 to 6-6-0 zone;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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5.
1 �
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11.7473 rev.10032015 BEFORE USE. .
Design valid la use only with Mllekts connectors.this design Ls based only upon parameters shown.and Is for at k divan al 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 or individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always requied for stability and to prevent collapse wilts iwss4 le personal injury and property damage. For general gukiatce regarding the
krbicatk,n,storage,delivery,ereclkn ural bracing of trusses and truss systems,seeANSUIPI I Quality Criteria.CSB-$9 and BCSI Building Component 6904 Parke East BNd.
Safety Information avaIWble from Truss Rale Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. j Tampa.FL 33610
Job Truss Truss Type Oty Ply
T9594217
11161TOA V05 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industnes,Inc. Mon Oct 03 07:55:59 2016 Page 1
ID:TvdoVe?s16166zpglvAgm5yg41d-AvUK6DPCW FxDuFFD13FieD_hOSHHHYNkRPABOPyXBGU
-0-6-0 6-0-0 } 6-6-0
0-6-0 6-0-0 0-6-0
Scale=1:13.3
1
2 7 8 3 4
6 5
3x8 3x8 11
I 6-0-0
6-0-0
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 3 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) 0.01 4 n/r 120
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/fPI2007 Matrix-S I Weight:20 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=267/6-0-0,5=267/6-0-0
Max Uplift 6=-79(LC 8),5=-79(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-317/116
• BOT CHORD 5-6=-116/317
• NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-6-0 to 2-6-0,Interior(1)2-6-0 to 6-6-0 zone;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)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5.
A WARNING-Verify design paremafars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.1063/2015 BEFORE USE.
Design valkl for use only with Welds connectors.This design k txised oNy upon pararneters shown.and is for an Individual folding component,not -
a truss system.Before use,the building designer must verify the s rr{4lcablIty of design parameters and properly Incorporate this design into the overall
irking design. Bracing indicated is to prevent tackling of Indtvklual 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 hiuy and property damage. For general guidance regarding the
fctrtcatton,storage,delivery.erection and tracing of trusses and truss systems.seeANSt/IPl t 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,Alexandria,VA 22314. Tampa.FL 33610
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