659 BEACH AVE - REVISION TRUSS J� , CITY OF ATLANTIC BEACH
ass' 800 Seminole Road
- , - j �" Atlantic Beach,Florida 32233
J ;r F '_� r. COPY t Telephone(904)247-5800
\\ ``11 FAX(904)247-5845
Jiii9
REVISION REQUEST SHEET
Date—/0—J4 Received by: Resubmitted:
Permit Number: js— MO
Original Plans Examiner: Project Name: h1 c 6-60.1/ R
e&Aloe
Project Address:
Contractor: s er ' ...0C Contact Name; a ' dr
Contact Phone : 443—4404 Contact e-mail:qt;der caw uzioe a '
Revision/Plan Check/Permit Fee(s)Due: $
Description of Proposed Revision to Existing Permit: E C t�2 O V2
as 9 • dtvais
D I
m,,e16
Additional Increase in Building Value: $ 4/A Additional S.F. 4 '
Site Plan Revised: f Public W/U Approval:
By signing below.I(print name) p(I* affirm that the above revision
is inclusive if the propo ed changes.
•
//"
S—.n—i/
Signatur-/.f ontractor/Agent(Contractor must sign if increase in valuation) Date
g^ Y Office Use Only
Date: 5 '� 5.16 Approved: /C Rejected: .I ' ed b :
Le4Edi 4E- ---
Plan Review Comments: 1111Wallinfil_ 1
i
h. ave, as Sv.lomv r -e c II '
t
1 10 ' c.. . e, . '.. • ask. or IiIu / I/II
1 - 8 .1 •• -nt review required Y .No
41111 Buildin.
Plan • . &Zoning
Tree Administrator
Public Works laps Examiner
Public Utilities 5-'1916
Public Safety
Fire Services Date
Created 8/20/15 Rev.2
__� ,
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
M iTe k"'
RE: J140448 - Grider Const. / McGorrin MH /JK MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tama,FL 33610-4115
Customer Info: Grider Construction Project Name: McGurrin - Main House Moder under
Lot/Block: Subdivision:
Address: 659 Beach Ave
City: Atlantic Beach State: FL
Name Address and License #of Structural Engineer of Record, If there is one,for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 11 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date '-"'' .."! "
01 T8516520 Gi)3A 14/27/016 i J
12 T8516521 ,GO4A -j 4/27/016_
13 1T8516522 1 G05A 4/27/016 ������O�
14 I T8516523 I GO6A 4/27/016_
5 118516524 I G07A 4/27/016
6 118516525 IGO8A 4/27/016 BP# /5-- SFR- 4.00
7 118516526 J
GO9A 4/27/016 1 DATE 5' / l q / I6
8 1T8516527 G10A 4/27/016 SIGNED 1119 118516528 G 11 A 4/27/016
X
10 118516529 I G12A 4/27/016
11 178516530 G13A 4/27/016
The truss drawing(s) referenced above have been prepared by MiTek ��.�`'PS�A��,q����,�
Industries, Inc. under my direct supervision based on the parameters �,.• 00 X8,9.,,�
provided by Manning Building Supplies. �• ,Z., .•�G E Ns"tf,� ,�
Truss Design Engineer's Name: Albani, Thomas i, = '�•'0
My license renewal date for the state of Florida is February 28,2017. - :7
IMPORTANT NOTE:Truss Engineer's responsibility is solely for S:13•• STATE OF ��
design of individual trusses based upon design parameters shown 1.0••••,c P•: 4v
•
on referenced truss drawings. Parameters have not been verified '0, �` ••.,0 R 1�••'G`s.�
as appropriate for any use. Any location identification specified is �i, iGNA1-s.% s
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the Thomas A.Alban'PENo.39380
responsibility of the building designer, not the Truss Engineer, 690044ParkkeEastBlvd.T.FL Cert�FL33610
per ANSI/TPI-1, Chapter 2. Date:
April 27,2016
Albani. Thomas 1 of 1
r
Job Truss Truss Type Qty Ply Grider Const./McGorrin MH I JK
T8516520
J140448 GO3A HALF HIP 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 27 15:14:30 2016 Page 1
ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-651_1 Pkg801 cp2ZNaW IbG50E8HhX9Ok6bOmJVJzMUvd
1-0-8 I 5-1-12 9-1-8 I 13.9.14 i 17-9-8
1-0-8 4-1-4 3-11-12 4-8.6 3-11-10
Scale:318'=1'
3x4=
5x5= 1.5x4 II 3x4 II
1.5x4 II 5 6 19 20 7
4 El Q
5.00 r2
4x4 i /
18
x4 5 3 a
17 2 10 N a
4x4% 12 43
1iooiooi� 5x8=
ao
„000000040000(00(040011111111°111111x4
11 N
,r 1.5x4 I 3x8
a.co c'?
y 6x14 12 1 4.00
0 0
8
3x8=
I 1-0-8 : 5-1-12 I 9-1-8 91314 13-9-14 I 17-98
1-0.8 ' 4-1-4 3-11-12 0-ji-`I2 4.6.10 3-11-10
Plate Offsets(X,Y)-- 1:0-3-1,0-2-121,18:0-4-8,0-0-3)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.16 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.29 10-11 >684 180
BCLL 0.0 * Rep Stress Incr YESWB 0.42 Horz(TL) 0.23 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:100 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing.
SLIDER Left 2x6 SP No.1D 3-11-2 ! MiTek recommends that Stabilizers and required cross bracing
i be installed during truss erection,in accordance with Stabilizer i
I Installation guide. i
REACTIONS. (lb/size) 1=664/Mechanical,8=664/Mechanical
Max Horz 1=255(LC 11)
Max Uplift1=-280(LC 12),8=-373(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-17=-1082/754,2-17=-1055/755,2-3=-2276/1554,3-18=-2359/1697,4-18=-2327/1707,
4-5=-2359/1818,5-6=-643/417,6-19=-643/417,19-20=-643/417,7-20=-643/417,
8-12=-635/462,7-12=-635/462
BOT CHORD 1-11=-1769/2137,10-11=-1784/2160,9-10=-1234/1479
WEBS 4-10=-217/278,7-9=-585/834,6-9=-268/255,5-9=-977/845,5-10=-1381/1646
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25ft;B=45ft;L=24f1;eave=oft;Cat.II; ``,,„1�{ A.44'i,
Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-0-8 to 4-0-8,Interior(1)4-0-8 to 10-0-0,Exterior(2)10-0-010 `,S' IPS ASB ,,,
14-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions`,%•,0• • .......
EN”., -T ••,
shown;Lumber DOL=1.60 plate grip DOL=1.60 : •••\_\ F•••,L/
2)Provide adequate drainage to prevent water ponding. No 39380 •:
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 wile
fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ='O: /` • .
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 280 lb uplift at joint 1 and 373 lb uplift at T. , • •T, ,
joint 8. �3 -. •••'7
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -�-�(� ~ c �'
• •< 0R10, *(1.
•
Thomas A.Albans PE No.39380
MiTek LISA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411.7473 rev.10b3/2015 BEFORE USE. log
Design valid for use only vAth Mitek t connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use-the hulking designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building 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 with possible personal Intuy and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS8.89 and BCSI Building Component 6904 Parke East Blvd.
Salat'In formation avallabie.from Russ Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job I Truss Truss Type r Oty Ply Crider Const./McGonin MH/JK
78516521
1J140448 I GO4A ROOF SPECIAL 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Apr 27 15:14:30 2016 Page 1
I D:Nx2jG_M4EzGROODAwkOBFbz7iFL-651_1 Pkg801 cp2ZNaWtbG50EjHgj9PG6bOmJvJzMUvd
1-0-8f 3-10-0 I 7-11-0 l 12-0-0 i 17-9-8
1-0-8 2-9-8 4-1-0 4-1-0 5-9-8
Scale=1:36.2
3x4 I
5x5= 4x4—
4 13 14 15 5
5.00 Fi2 ii: tw
4x7 12
3
4x4= 4x4= $) N it ;:ii y
n
1 86
{-
• ,!�, 5x5= r 11
3x4 N
9
co .'r 4x10% 'VI.' I
2 4.00 12 b
10 _
• 1.5x4 II 3x8
I
1-0-8 , 3.10-0 I 9-1-8 I 12-0-0 I 17-9-8
1-0-8 ' 2-9-8 5-3-8 2-10-8 5-9-8
Plate Offsets(X,Y)-- (6:0-4-8,0.0-3]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 1 Vert(LL) 0.15 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.30 8-9 >650 180
BCLL 0.0 • Rep Stress Incr YES WB 0.45 ! Horz(TL) 0.22 6 n/a ri/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:98 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing.
1-10:2x4 SP No.1 D MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=658/Mechanical,6=658/Mechanical
Max Horz 10=285(LC 11)
Max Upliftl0=-280(LC 12),6=-347(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1456/833,2-3=-1834/1088,3-12=-2232/1514,4-12=-2188/1524,4-13=-716/452,
13-14=-716/452,14-15=-716/452,5-15=-716/452,6-11=-611/479,5-11=-611/479
BOT CHORD 9-10=-382/307,8-9=-1874/2326,7-8=-685/851
WEBS 2-9=-913/571,3-9=-591/526,4-8=-1309/1709,4-7=-581/555,5-7=-628/828,
1-10=640/377,1-9=-894/1563
NOTES- tolllliiiii
1)Unbalanced roof live loads have been considered for this design. OttS ii
Wind:
2)Exp D;ASCE
GCpi=0.118;MW FRS(directional)and C-C-second gust) 1Exter or()1-2-4 to 3-10-0,;TCDL=4.2psf; DI Interior(1)3-10-0sf; t;B=45ft;L=24ft;to 12-0-0,Exterior(2)12-0-0 to II;
.:6%k",O�P�E N A�ey'•',
15.0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions �� ..s, \ SLC•••2. ;.
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water Noponding. 39380 9 3.80
•
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 witC r*- •
fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections. :'O •• • • • .44,::
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 280 lb uplift at joint 10 and 347 lb uplift at -r - •' T .fes ••
•joint 6. i .� c •.•
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. X10 •••- O R 10. •G\,,,s`
e''SS�ONALE���•
- Thomas A.Albani PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
is,
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 818-7473 rev.1003/2016 BEFORE USE
f Design valid for use only with Milelas connectors.this design is based only upon parameters shown.and Is tor an Individual building component,not
1 a truss system.Before use,the balding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
1xiding design. Bracing Indicated Is to prevent d u ng 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 ilitay and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing o1 Misses and miss systems.seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Informaton available from buss Plate Institute.218 N.Lee Street,Stile 312,Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK
T8516522
J140448 i G05A ROOF SPECIAL 1 1
, Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MR,*Industries.Inc.Wed Apr 27 15:14:31 2016 Page 1
I D:Nx2jG_M4 EzG R00DAwkOB Fbz7i FL-a lsMEkllvK9T RC8a8E PgolZO5h2M up7Fg4 VtRIzM Uvc
5-10-01 9-11-0 14-0-0 I 17-9-8
5-10-0 4-1-0 - 4.1-0 3.9.8
Scaler 1:40.5
3x4=
4x4= 3x4 1
4 15 16 5
5.0012
3x6% 14
3
ilt
4x4=
• 15x5= Y
l se 1WpiltiliMiht. r a�b
e
5x5-----
III ii
`` N
5x5% 7
3x8: �' I:
4.00,7-I
I:
101.5x4 II 3x8=
1-0-8I 5-10-0 l 9-1-8 14-0.0 i 17-9-8
1-0-8 4-9-8 3-3-8 4-10.8 3-9-8
Plate Offsets(X,Y)-- (6:0-4.8,0-0-3)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.16 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 , BC 0.57 Vert(TL) -0.30 8-9 >668 180
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.23 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:105 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
i Installation guide.
REACTIONS. (lb/size) 10=667/Mechanical,6=658/Mechanical
Max Horz 10=166(LC 12)
Max Uplift10=-260(LC 8),6=-327(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-1969/1013,12-13=-1969/1013,2-13=-1969/1013,2-3=-2269/1228,3-14=-460/202,
4-14=-412/212,4-15=-377/241,15-16=-377/241,5-16=-377/241,6-11=-634/432,
5-11=-634/432
BOT CHORD 8-9=-1368/2244,7-8=-987/1529
WEBS 2-9=-1129/663,3-8=-804/1407,3-7=-1348/872,5-7=-416/651,1-10=-607/356,
1-9=-1060/2057
NOTES ,,1111111fIIiii
1) dered for
2)Wind:ASCEanced roof live 7-10;Vult=1130mph ads have (3-second en tgust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25(1;B=45ft;L=24ft;eave=4ft;Cat.II; `•s design. `>OP.-E N A�eq f'"..
Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-0-8 to 4-0-8,Interior(1)4-0-8 to 14-0-0,Exterior(2)14-0-0 to •, k -•'..\.,\ S$.•••2j '''
17-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
No 39380 ••;___
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 wit=-. •
lit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections. 1:•„„;411;41,....e,.•Te.t1
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 260 lb uplift at joint 10 and 327 lb uplift at •i'_,,etc
�
joint 6. ••� �• •4 OR0O• • \ �•
8)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. '°I k9/ NAL`\�•
,`
—slim l l olio`
`
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10 03/20/6 BEFORE USE. id"
f
Design valid for rise only with Mneid9 connectors.This design Is based only upon parameters shown.and Is for an individual b uldirg component.not
a truss system.Before use,the building designer must verify the appilcaLlily of design parameters and properly incorporate this design Into the overall
building design. (racing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing M iTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fc txlcatlon.storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/TPI1 Quality Criteria,DSB-89 and 8051 Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Aiexaxlda,VA 22314. Tampa,FL 33610
i
Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK
78516523
J140448 ,G06A ROOF SPECIAL 1 1
Job Reference(optional) I
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 27 15:14:32 2016 Page 1
I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-3UQkS4mwgdiJ3Limixw3L W 5VI4OodHHP3kFQzCzMUvb
1-0-8 , 3-11-0 7-10-0 I 11.11.0 I 16-0-0 I 17-9-8
1-0-8 ' 2-10-8 3-11-0 4-1-0 4-1-0 1-9-8
4x4= 3x6= Scale=1:41.3
5 6
5.00 rii
3x8� 15
O.4
1.5x4 II 4x10= 4x4=
1 2 a
a
9
4, n
I13 3x4 I
10 5x5=
3x5% °D
qn
N
1.5x4 I I 8 e,. I
c Ci
3x4% 4.00 12 3x8
12
3x10 MT2OHS=
1-0-8I 3-11-0 7-10-0 9-1-8 I 16-0-0 l 17-9-8
I
1-0-8 2-10-8 3-11-0 ' 1-3-8 6-10-8 1-9-8
Plate Offsets(X,Y)-- 17:0-6-8,0-0-31
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.13 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.31 8-9 >644 180 MT2OHS 187/143
BCLL 0.0 ' I Rep Stress Ina YES WB 0.61 Horz(TL) 0.19 7 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) I Weight:121 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-4 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-12 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=658/Mechanical,7=658/Mechanical
Max Horz 12=356(LC 11)
Max Upliftl2=-327(LC 8),7=-309(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-14=-2026/1147,3-14=-2026/1147,3-4=-2216/1282,4-15=-300/213,5-15=-282/225,
5-6=-278/238,7-13=-692/405,6-13=-692/405
BOT CHORD 11-12=-809/929,10-11-809/921,9-10=-1725/2326,8-9=-709/893
WEBS 3-10=-970/589,4-9=-1197/1743,4-8=-873/667,2-10=-842/1459,6-8=-431/673,
2-12.-1029/558
NOTES- 10111111in�
lli
2)Wind:AS1) CEroof 7-10vVule ltads have been considered for t=1130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat.II; %s design.
�``gJ S A.,--14(9-I,
iI Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 3-11-0,Interior(1)3-11.0 to 16-0-0,Exterior(2)16-0-0 to %% w'�i
17-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions�� k' •. \,\"E N S,�`'q4 #•
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. No 39380 -
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. T -
7)Refer to girder(s)for truss to truss connections. —e-r� te (v .
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 12 and 309 lb uplift at #L0-0_ -e-.. -
•-• �•
joint7. �i c .•: O R 10•.•. \
9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. , •
.#,ss ..... �C,•%•
'Ig,,,ONA'1E0
Thomas A.Albanl PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
I 4 ►
a WARNING-Verily design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/3/2015 BEFORE USE. --
Design valid for use only with MITek9 connectors.this design is based only urxxr parameters shown.and is for an iudlvldu al bolding component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling o1 In dMdud truss web and/or chord members only.Additional temporary and permanent tracing M iTek'
is always required for stability and to prevent collapse with posstle personal injury and property damage. For general guidance rogarang the
fabrication,storage,delivery.erection and bracing of trusses and tnus systems.seeANSI/1P1I Quality Criteria,DSB-89 and 8051 Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Stile 312,Alexandria VA 22314. Tampa.FL 33610 — —
Job Truss Truss Type Oty Ply Grider Const./McGorrin MH/JK
T8516524
J140448 GO7A ROOF SPECIAL 1 1
I I Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 Mifek Industries,Inc.Wed Apr 27 15:14:32 2016 Page 1
I D:Nx2jGM4EzGR00DAwkOBFbz7iFL-3UQkS4mwgdIJ3Limixvr3LW 5bj4OhdFNP3kFOzCzMUvb
.1.
1-0-8 4-6-12 9-0-4 98 13-2-0_ 17-2-4 17.9-
13
1-0-8 3-6-4 I 4-5-8 0.1.4 4-0-8 I 4-0-4 b-7-4
4x7- Scale=1:43.2
5.00 FIT 5
3x4 5 13
4
11
. 1.5x4 II 4x10= 4X4=
1 2
rn
r. n
Allippow, 8
5x8=
a
9 7 cv
r 1.5x4 I 4x4 will,
c 1 11 I6
103x4 4.00 12 6
4x10=
1-0-8 4-6.12I 9-1-8 I 13-2-0 I 17-9-8 l
1-0-8 3.6-4 4-6-12 4-0-8 4-7-8
Plate Offsets(X,Y)-- 15:0.5-4,0.2-01,16:0-5-0,0.0-12),18:0-2-12,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.14 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 8 >724 180
BCLL 0.0 * Rep Stress lncr YES WB 0.73 Horz(TL) 0.21 11 rVa n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:120 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=661/Mechanical,11=632/Mechanical
Max Horz 10=161(LC 12)
Max Upliftl0=-304(LC 8),11=-326(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2114/1001,3-4=-627/193,5-6=-282/541 ,,�h t,
BOT
WEBS 3-8=-347/592,
3-8=-347%9252-8=-693/1475,4-7=-250/6004-6=-840/488,3, 3 7=-1869/1033, ��`t"PS A• A,SII,,
2-10=-1062/531 ``�\>, -\GEN she-94,•
NOTES-
1)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasal=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25th B=45th L=24ft;eave=4lt;Cat.11 NO 39.3.80
Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 4-2-4,Interior(1)4-2-4 to 17-4-4 zone;cantilever left and: -
right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 pla i y
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. i � �'eZ
4)•This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ♦•.,(1/4 • �1
tit between the bottom chord and any other members. �i A •` \ ���
5)Refer to girder(s)for truss to truss connections. ''i,s6', •••••'" •` �,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 304 lb uplift at joint 10 and 326 lb uplift at 1,,, O N AL11. ‘%%`
jo
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Thomas A.Alban)PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10/03/2015 BEFORE USE lint
Design valid for use only with MilekI9 connectors.Itis design Is based only upon rxaaneters shown.and Is for an individual building component,not
a tuns system.Before use,the bulltlng designer must verify the applicability of design parameters and properly Incorporate This design Into the overall
bidding design. Brochg Indicated Is to prevent buckling of InciNkival truss web and/or chord members only.Adtltiorlal temporary and permanent bracing MiTek'
Is always required for stablllly and to prevent collapse with possible personal injury and property damage. For general gticicnce regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd.
Safety Information avcilable from truss Plate Institute.218 N.lee Street,kite 312,Nexcnwlrla,VA 22314. Tampa.FL 33610
, t
Job Truss Truss Type I Qty Ply Gilder Const./McGorrin MH I JK
i 18516525
J140448 GO8A ROOF SPECIAL 11 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 27 15:14:33 2016 Page 1
ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-Xg_7f QnZRxQAgVHyGeRltjejvUIQMI9YI N_WezMUva
1-0-8 , 4-7-10 9-1-8 10-2-8 16-0-0 17-9-8
1-0-8 ' 3-7-2 4-5-14 I 1.1.0 { 5-9-8 1-9-8
5x5= 3x4 II Scale=1:40.7
5.00 12 6
5
g_
1.5x4 II 15
1.5x4 II 3x8= 5x5=
1 2 3
n
-w-
:la
s
58
= In 12 3x4 II ni
N
co
10 3x4
... 1.5x4 II r=, j
•3x4
4.00 12 0
11 5x12=
9-3.4
• 144 44-10 8-11-12 1 10.243 12-7-10 18-0 17-9-8
, 10.3 I 3-7-2 l 4.4.2 0 -2 I 2.6.2 I 3-44 l 1.90 '
0-1-12
0-11-4
Plate Offsets(X,Y)-- 17:0.8.8,0.0-31
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Verl(LL) 0.08 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.13 9-10 >999 180
BCLL 0.0 • Rep Stress[nor YES WB 0.57 Horz(TL) 0.11 7 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:119 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=658/Mechanical,7=658/Mechanical
Max Horz 11=340(LC 11)
Max Uplifts 1=-372(LC 8),7=-334(LC 9)
FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-14.1549/910,3-14=-1549/910,3-4=-15491910,4-15=-664/333,5-15=-597/343
BOT CHORD 10-11.-733/858,9-10=-736/853,8-9=-1102/1423,7-8=-266/317
WEBS 2-9=-629/1027,5-7.-694/623,5-8=-430/734,4-8=-1167/877,4-9=-459/579,
2-11=-964/528
NOTES-
1)Unbalanced roof live loads have been considered for this design. t a
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; ,���
Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 4-2-4,Interior(1)4-2.4 to 16-0-0,Exterior(2)16-0-0 to ,`� �PS
17-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,% �O•••G.............................I
shown;Lumber DOL=1.60 plate grip DOL=1.60 :
Job ITruss Truss Type Qty Ply Griller Const./McGorrn MH/JK
T8516526
J140448 i G09A ROOF SPECIAL 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Apr 27 15:14:34 2016 Page 1
ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-?IXVsmnBCFY11fs8pMyXOx81Ju6V58xhW 1 kX24zMUvZ
1.0-2I 5-4-0 9-1-8 12-2-8 14.0-0 17.9.8 I
1-42 4-3-14 3-9-8 - 3-1-0 1-9-8 3-9.8
Scale=1:40.5
354 II
5.00 12 5x5= 1.5x4 II
4x7=
1.5x4 I
3x4= 1.5x4 II 4x7= 6 15 16 7
1 2 3 4 IIM I iliMIMIZirii wz, �`i
or
pl 1ril11,
i '6Eb�; �� 13
9 m
11 3x4 m
3x4
4.00� d
121.5x4 II 4x10
9.3-4
I 10.2 /-0 { 8-11.12 9-/ 12-24 I 14.0-0 I 17.9-8
l-0-2 4-3-14 3.7.12 a 2-11-4 1-9-9 3-9-8
0-1•12
Plate Offsets(X,Y)-- 15:0-5-4,0-2-0],18:0-5-0,0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.13 10-11 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.09 8 rt/a ria
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:120 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purtins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing.
' MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
• Installation guide.
REACTIONS. (lb/size) 12=660/Mechanical,8=660/Mechanical
Max Horz 12=45(LC 12)
Max Uplift12=-361(LC 8),8=-366(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-253/156,2-14=-575/332,3-14=-575/332,3-4=-1056/587,4-5=-1056/587,
5-6=-780/403
BOT CHORD 10-11=-382/615,9-10.407/717,8-9=-248/417
WEBS 5-9=-734/466,6-8=-728/453,6-9=-419/806,5-10=-352/494,2-11=-465/821,
3-11.690/477,3-10=-346/583,1-12=-621/377
NOTES- 1'1111,11 fill.
1)Wind:ASCE 7-10;17-0-0 zxp D;one;antnd., ili=0.18;ilevelr left and FRS
tdexposed!C-) C f C Cmembers and forces&MW FRS forreactionsl5shown Lumber DFOL 14-0-01 to plate II; ,`,,O OPS
'— A ,q6,1,',,
•
grip DOL=1.60 .. k' .' \'-'E N`SF•'92/�i••
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. No 39.3.80 __;__._:
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 wile --
fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. -13 _.-
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 361 lb uplift at joint 12 and 366 lb uplift at • • -
•Joint 8. 0..-��%. •4/z
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i. ' n •',,
-1 .•< OR1�. ' \ %•
•
Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
4
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.1003/2015 BEFORE USE.
Design valid for use only with hilekt9conneckxs.this design Is txaExi only upon fxx<melems shawls.and Is for an hdlNdual bonding component,not
a truss system.Before use,the bulking designer must verify the applk.ablity 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 hpxy and property damage. For general guidance regarding the
fatxk:atkrn,storage,de livery,erection and bracing of trusses and tans systems,seeANSI/TPl1 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd.
Safety Informahon available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job I Truss Truss Type Oy I Ply !Grider Const./McGorrin MH I JK
'J140448 JG10A HALF HIP I1 1 18516527
L-
I I 1 Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 27 15:14:34 2016 Page 1
ID:Nx2jG_M4EzGROODAwkOBFbz7iFL-?tXVsmnBCFY11fs8pMyXOxBxwu7O5FFhW 1 kX24zMUvZ
1-0-8 - 5-3-10I 9-1-8 I 12-11-6 f 17-9-8
' 1-0.8 ` 4-3-2 3-9-14 3-9-14 4-10-2
5.00'12 Scale=1:35.9
3x5=
5x5= 3x4= 1.5x4 II 3x4= 3x4 II
1 12 2 3 4 13 14 5
I.■� i r.�
_ NWI _
n
548 1111 11
m
9 7 I'N
3x4% 3x4
'a 'VI: ao
.v
cA
4.00 12 Io
10
3x8—
1.5x4 I;,
1-0.81.4-p 5-3-10 9-1-8 9-34 1211.6 { 17-9-8
'• 1-0.8 0.3 3-11-10 3-9-14 0-1.112 3-8-2 4-10-2
Plate Offsets(X,Y)-- 16:0-4-8,0-0-31
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.37 I Vert(LL) 0.06 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.08 8 >999 180
BCLL 0.0 " Rep Stress Incr YES WB 0.33 Horz(TL) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:111 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing.
j MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
I
Installation guide.
REACTIONS. (lb/size) 10=650/Mechanical,6=658/Mechanical
Max Horz10=229(LC 11)
Max Upliftl0=-412(LC 8),6=-414(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-571/329,2-12=-571/329,2-3=-1092/712,3-4=-1092/712,4-13=-623/359, „>>�l u l l/fp
BOT CHORD 9 1013-1=-27W307,8-9=-521/703,=-623/359, 7.8=-518/680442,5-11=-617/442 `,,,- p S A. „I,i„',
WEBS 2-9=-616/439,2-8=-458/623,1-9=-441/765,4-8=-428/573,4-7=-601/512,5-7=-533/786, s,<•Z”` .***\,••" E N" •,•'9jL e
1-10=-623/371 :� '� ••�,\ / •
• • i
NOTES-
No 39380
1)Unbalanced roof live loads have been considered for this design. * -----t-2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45ft;L=24ft;eave=4ft;Cat. - •
•
Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-4-0 to 4-4-0,Interior(1)4-4-0 to 17-7-12 zone;cantilever left anc -0
right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 platil • -
grip DOL=1.60 • ,> 4. s.--
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. 1,,� 4.0 R 19._ c.` ,•. ••
•
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 •,ss ••• \ %%
fit 6)Refer to between he(s)bofottom
tlru chord
ss to and
connections.members. I,II�O N AL ����
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 412 lb uplift at joint 10 and 414 lb uplift at Tho A.Albans PE No.39380
• joint 6. MITek USA,Inc.FL Cert 6634
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
0 WARNING-Welty design parameters end READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE M0.7473 rev.10/0312015 BEFORE USE
Design valid for use only with MITek8u connectors.This design is based only upon parameters shown,and is for an trdMduai bolding component,not
a truss system.Before use,the building designer must verify the apFNkabllty of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent budding of ktdNldual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' !.
is always required for stability and to prevent calla se with possble personal Moly and properly damage. For general gtidcnce regaadng the 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and tr ss systems.seeANSI/lPl t Quality Criteria,DS849 and BCSt Building Component
Safety Information available from Loss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type !Qty Ply Grider Cone./McGorrin MH/JK
T8516528
J140448 611A ROOF SPECIAL 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 27 15:14:35 2016 Page 1
I D:Nx2jG_M4EZGROODAwkOBFbz7iFL-T35146opzYguwpRLN3Tmz8j6iITYgaorlhT4aXzMUvY
1-0-8 , 4.7.10I 9-1-8 I 13-7-6 I 17-9-8
1-0-8 ' 3-7-2 4-5-14 4-5-14 4-2-2
Scale:3/8"=1'
3x6* 3x4_
1.5x4 II 3x4= 1.5x4 I 3x4= 3x4 II
1 13 2 14 3 4 15 5
hi n 3 n n
h
f
„ N
$ v
e w 1
5x6= I: 12 3
N w
9 7 N
3x4 3x4 C
(ivy' 4.00 12 di
o b
6
1.5x4 II
358=
1-0-8 4-7-10 I 9-1-8 9-3r413-7-6 17-9-8
1-0-8 3-7-2 4-5-14 0-1-'12
4-4-2 4-2-2
Plate Offsets(X,Y)-- 16:0-4-8,0-0-31
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in pc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.14 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.23 8-9 >857 180
BCLL 0.0 ' Rep Stress In
BCDL
WB 0.87 Horz(TL) 0.16 6 Na Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
1-10:2x4 SP No.1 D MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=658/Mechanical,6=658/Mechanical
Max Horz 10=193(LC 11)
Max Upliill0=-411(LC 8),6=-409(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown.
TOP CHORD 1-13=-579/330,2-13=-579/330,2-14=-1657/1081,3-14=-1657/1081,3-4=-165711081,
4-15=-676/387,5-15=-676/387,6-12=-626/433,5-12=-626/433
BOT CHORD 9-10.333/324,8-9=-495/678,7.8=-530/721
WEBS 9-11=-489/859,2-9=-651/451,3-8=-268/258,2-8=-802/1151,4-8=-741/1048,
4-7=-650/525,5-7=-558/849,10-11=-580/344
NOTES-
1)Unbalanced roof live loads have been considered for this design. %" ev ii
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Opsf;h=25ft;B=45tt;L=24ft;eave=41t;Cat.II; %%%• ON: A. A4 „-0,
Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 4-2-4,Interior(1)4-2-4 to 17-7-12 zone;cantilever left and % 0..••'.E e•9 "i0
right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate, A' . .\,\'' N S4:•..4. 0,,„
grip DOL=1.60 • 0
3)Provide adequate drainage to prevent water ponding. No 39380
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 wiC *_ --
fit between the bottom chord and any other members. —
6)Refer to girder(s)for truss to truss connections. 0 • • .4,.,.....,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 411 lb uplift at joint 10 and 409 lb uplift at ••••••, T- .,, -,
joint 6. i•fit �~ ._
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �10 Q R 1 •' $
I.
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
ith,
Q WARNING-Vali),design paramarsrs and READ NOTES ON THIS AND INCLUDED Ml1EK REFERANCE PAGE MIF7473 rev.I0/0W2015 BEFORE USE
Design valid for use only with Wake connectors.This design Is lased only upon parameters shown,and Is for an IndMdual building component,not
a hue system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the
fabricalkxl,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TP11 Qualify Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avalabie from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tana.FL 33610
Job Truss Truss Type Qty Ply Griller Const/McGorrin MH/JK
T8516529
J140448 G12A ROOF SPECIAL 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Apr 27 15:14:36 2016 Page 1
I D:Nx2jG_M4EzGROODAwkOBFbz7iFL-xFfFHSpRksolXzOXxn_4VMG HMi12Z19_LDe6zzMUvX
1-0-8I 4.2.8 8-1-8 I 10-1-8 i 14-0-8 i 17-9-8
1-0-8 3-2-0 3-11-0 2-0-0 3-11-0 3-9-0
Scale=1:31.5
3x6
1.5x4 II 4x4= 3x4= 1.5x4 h 3x5= 4x10=
1 2 15 3 4 16 5 17 6
N
10 9 r; V
5x5= 5x12= 6 cA
11 8 N
P 3x4% 3x4 EV.1
m 14 �
4.00 12 7 lo'
1.5x4 II 3x8
1-0-81 4-2-8 I 8.1.8 I 10-1-8 14-0-8 l 17-9-8
' 1-0-8 3-2-0 3-11-0 2-0-0 3-11-0 3.90
Plate Offsets(X,Y)-- (7:0-4-8,0-0-3)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.20 10 >997 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.32 10 >613 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.22 14 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing.
1-12:2x4 SP No.1 D I MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection,in accordance with Stabilizer
I Installation guide.
REACTIONS. (lb/size) 12=661/Mechanical,14=632/Mechanical
Max Uplift12=-396(LC 8),14=-380(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-668/398,2-15=-2233/1312,3-15=-2233/1312,3-4=-2270/1347,4-16=-2254/1331,
5-16=-2254/1331,5-17=-812/486,6-17=-812/486
BOT CHORD 10-11=-424/713,9-10=-1331/2256,8-9=-514/861
WEBS 11-13=575/965,2-11=-706/496,2-10=-989/1636,5.9.914/1506,5-8=-703/497,
6-8=-550/921,12-13=-573/362
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,,Mill/ill
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=411;Cat.II; ,•t,� Ii„
Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-4 to 4-2-8,Interior(1)4-2-8 to 17-4-4 zone;cantilever left and `.. IPPS A• A� 1'
right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,k •. ••• B ve
grip DOL=1.60 :••k'..'\,\"E lel`sC"•4.•.•
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. No 39380 :
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 wile —* •
, fit between the bottom chord and any other members. — - •
—
6)Refer to girder(s)for truss to truss connections. • . r.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 396 lb uplift at joint 12 and 380 lb uplift at; • . • w
joint 14. ...,r.c T ,tom ...•<</
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. �":1•- • • 4 O fi O c•. r ,�
1
Thomas A.Alban)PE No.39380
MfTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 27,2016
0 WARNING-Verify design panmefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mir-7473 rev.10/03/2015 BEFORE USE. at
Design vdkf for use only with Mitek&connectors.this design k based only upon parameters shown,and Is for an Individual building component,not
Cr truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Ibis design Into the overall
txidng 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 sfabiltty and to prevent collapse with possble personal harry 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 BCSI Building Component 6904 Parke East Bad.
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 Glider Const./McGorrin MH I JK
78516530
J140448 G13A ROOF SPECIAL GIRDER 1 1
Job Reference(optional) ,
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc Wed Apr 27 15:14:36 2016 Page 1
I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-xFf FHSpRksolXzOXxn_?VMGCGigzZ3J__LDe6zzMUvX
1-0.8 3-2-8 6.1.8 9.1.8i 12-1-8 14-9-12 17.9.8 {
1-0-8 - 2-2-0 2-11-0 3-0-0 3-0-0 2-8-4 2-11-12
Scale:3/8'.1'
3x10' NAILED NAILED NAILED NAILED
NAILED
2x4 I 3x4= 1.5x4 II 3x4= 3x10= 4x10=
3x10—_ NAILED NAILED NAILED
1 2 17 3 18 4 19 5 20 21 6 22 7
[l f� (1[l Il [1 C[> 11(1 '. [1
I j ....' I I Tori
O
M Sp al ]23 12 24 11 25 10 N ch
26 q
• Sp- al I' NAILED 5x8 M18SHS r I
= 3x8= 7x10 MT20HS= U:
• 14• 13 NAILED NAILED NAILED NAILED 4
•
1 4x4 G 4x4 C 16
NAILED NAILED 27 8 Io
3x6 I, 4.00 NAILED
3x8=
1-0.81 3-2-8 6-1-8 9-1-8 l 12-1-8 14-9-12 17.9.8
1-0-8 2-2-0 2-11-0 3-0-0 3-0-0 2-8-4 2-11-12
Plate Offsets(X,Y)-- 12:0.3-8,0-1-8],16:0.3-8,0-1-81,18:0-4-8,0-0-3]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Verl(LL) 0.39 11 >508 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Verl(TL) -0.64 11 >309 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.74 Horz(TL) 0.39 16 ria n/a i M18SHS 244/190
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:95 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins, except
BOT CHORD 2x4 SP No.2'Except' end verticals.
10-12:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing.
WEBS 2x4 SP No.2*Except' i MiTek recommends that Stabilizers and required cross bracing
1-14:2x6 SP No.1 D I be installed during truss erection,in accordance with Stabilizer
Installation guide. I
REACTIONS. (lb/size) 14=1393/Mechanical,16=1254/Mechanical
Max Uplif114=-800(LC 4),16=-743(LC 5)
FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1118/652,2-17=-4181/2440,3-17=-4181/2440,3-18=-4989/2905,4-18=-4989/2905,
4-19=-4989/2905,5-19=-4989/2905,5-20.4515/2636,20-21=-4515/2636,
6-21.4515/2636,6-22=-1652/966,7-22=-1652/966
BOT CHORD 13-14=-484/283,13-23=-688/1176,12-23=-683/1182,12-24=-2498/4267,
11-24=-2498/4267,11-25=-2681/4582,10-25=-2681/4582,10-26=-1012/1740,
9-26=-1016/1735
WEBS 3-12=-608/418,5-10.472/335,13-15=-1085/1860,2-13=-1451/905,2-12=-1894/3245,
3-11=-459/768,4-11=-285/246,5-11=-267/433,7-9=-1063/1822,6-9=-1492/933, ,, 1'
6-10=-1785/3063,14-15=-1139/681 ,,�,A011111111;111,PS A q 'iI/,
�
�• 46 ,i
1)NUnbalanced roof live loads have been considered for this design. ♦TES- ,k •• ••\C'E!ye. �/ t•
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat.ll,. • .•
Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.0 NO 39.380 ',___-_..
plate grip DOL=1.60 •
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated. -O• • •
5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ` ,tII�'
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 ,, ••i- te •••tC/ •
• fit between the bottom chord and any other members. °�..4s •/ ' , ♦♦
7)Refer to girder(s)for truss to truss connections. #%<(\.0.•• ........
0 R \'.••(2 '
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 800 lb uplift at joint 14 and 743 lb uplift at i,� ,9 • ••• E� `\
joint 16. F O N A�- 1. �0
9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ��"i f f f f f t S-
10)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.1485(3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. Thomas A.Alban)PE No.39380
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)110 lb down and 92 lb up at MiTek USA,Inc.FL Cert 6634
0-11-4 on top chord,and 86 lb down and 32 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s)is the 6904 Parke East Blvd.Tampa FL 33610
responsibility of others. Date:
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 27,2016
0 WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.160312015 BEFORE USE
11111
Design valid for use only with MIIek3:connectors.%Is design Is txaed only upon pxrarneters shown,and Is lot an individual buildklg component,riot
a truss system.Before use,the talking designer must verity the applicability 01 design poorneters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent truckling of kndivkiu al truss web and/or chord members only.Additional temporary arid permanent tracing MiTek•
Is always required for stability and to prevent collapse with possble personal Infniy and property damage. for general guidance regarding the
fabk.oIkri.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 Information available from Truss Plate Institute,2111 N.Lee Street.Suite 312.Alexandrla.VA 22314. Tampa.FL 33610 ,
Job I Truss Truss Type OtyPly Grids(Const./McGorrin MH/JK
1 i 78516530
J140448 1G1 3A ROOF SPECIAL GIRDER 1 i 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Apr 27 15:14:36 2016 Page 2
I D:Nx2jG_M4EzGRO0DAwkOBFbz7iFL-xFfFHSpRksolXzOXxn_?VMGCGigzZ3J__LDe6zzMUvX
LOAD CASE(S)Standard
7 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-7=-60,12-14=-20,10.12=-20,8-10=-20
Concentrated Loads(Ib)
Vert:1=-110(F)14=-80(F)13=-9(F)2=-132(F)11=-51(F)4=-90(F)9=-6(F)6=-136(F)17=-152(F)18=-90(F)19=-90(F)20=-156(F)22=-129(F)24=-51(F)25=-51(F)
27=-27(F)
•
0 WARNING-Vet*design peramsters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 nay.16932016 BEFORE USE.
Design valid for use only with Were:connectors.This design Is based only upon rxtrometers shown.and is for an indv dual building ng component not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly hcorporate this design Into Hie overall
building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary(Ind 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 tracing of trusses and truss systems,seeANSI/lP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Solely Information auditable from Ings Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610
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