544 ATLANTIC BEACH CT - TRUSSES • umum
R Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
OFFICE COPY
MiTek -
RE: J160226 - Riverside Homes - Lot 20 ABCC - JB MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa, FL 33610-4115
Customer Info: Riverside Homes Project Name: Hughes Residence Model:
Lot/Block: Subdivision:
Address: 631 Beach Avenue
City: Atlantic Beach State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: Floyd S. Simpson License #: 50791
Address: 11481 Old St. Augustine Rd. #202
City: Jacksonville State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: 55.0 psf
This package includes 82 individual,dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. —
No. Seal# Truss Name Date No. Seal# Truss Name Date w E 5 o -1
1 T8662499 F01 5/19/016 18 18662516 FG01 5/19/016 € ,1 a-
12 118662500 I F02 15/19/016 119 T8662517 FGO2 15/19/016 0 a a g i 1 E 1 N
3 T8662501 F03 5/19/016 120 I T8662518 1 FG03 5/19/016 E. !3 d e v o �- f
14 I T8662502 F04 j 5/19/016 21 T8662519 1A01 j 5/19/016 0 61 t Y W o z H
5 T8662503 I F05 5/19/016 22 T8662520 A02 5/19/016 N r g g a s Li-
16
16 T8662504 F06 5/19/016 23 T8662521 A03 5/19/016 c y i r t g g W 8 o
7 T8662505 I F07 5/19/016 24 T8662522 A04 5/19/016 W 3 `n
8 118662506 F08 5/19/016 125 T8662523 A05 5/19/016 W 3 t ❑ ❑ ❑ Li N
19 118662507 I F09 j 5/19/016126 118662524 I A06 15/19/016 °C - 5 d K.
110 1T8662508 1F11 1 5/19/016 27 118662525 1A07 1 5/19/016 l Z g g d e z c 5°,
11 T8662509 F12 5/19/016 1 28 T8662526 A08 5/19/016 a o N ❑8 W?
12 18662510 F13 5/19/016 29 T8662527 B01 5/19/016 .'o z -. F A u--
113
113 118662511 I F14 1 5/19/016 130 118662528 1602 15/19/016' a 's °;` 2 4
z � zCD
114 j T8662512 I F26 1 5/19/016 131 1 T8662529 1C01 15/19/016 x Z s 2 s i a
115 I F27 5/19/016 132 118662530 CO2 15/19/016 `" g o m y
116 T8662514 F28 5/19/01633 I T8662531 I CO3 1 5/19/016 E g d.F\ * 2 ._Ne
117 T8662515 F29 5/19/016134 I T8662532 I C04 15/19/016 a.s n o la ❑ 0 m i7-li
The truss drawing(s)referenced above have been prepared by MiTek ��+`` S A. '".
Industries, Inc. under my direct supervision based on the parameters %%• e...
�.`%p�`P A4e ''.,
provided by Manning Building Supplies. `e•,.� ..• N S ..�.1,�'
Truss Design Engineer's Name: Albani, Thomas .
My license renewal date for the state of Florida is February 28. 2017. _ �`��• �
IMPORTANT NOTE:Truss Engineer's responsibility is solelyfor
7;13°. STATE OF : �/
design of individual trusses based upon design parameters shown . 0 •,•�. P•. 44/
on referenced truss drawings. Parameters have not been verified '••,,‹� ••z o R �••'�`,•`
as appropriate for any use. Any location identification specified is 't. /O N A1- _.
�`
SS '' � .�
for file reference only and has not been used in preparing design. ''tit/1II,11++`o
Suitability of truss designs for any particular building is the Thomas A.Alban)PE No.39380
responsibility of the building designer, not the Truss Engineer, ` 6904Mak USA,Inc.Parke East L deTart m�FL 33610
per ANSI/TPI-1, Chapter 2. Date:
May 19,2016
• Albani,Thomas 1 of 2
F
RE: J160226 - Riverside Homes - Lot 20 ABCC - JB
Site Information:
Customer Info: Riverside Homes Project Name: Hughes Residence Model:
Lot/Block: Subdivision:
Address: 631 Beach Avenue
City: Atlantic Beach State: FL
No. Seal# Truss Name Date No. Seal# Truss Name Date
35 T8662533 C05 5/19/016 78 T8662576 'J24 5/19/016
36 T8662534 C06 5/19/016 79 118662577 1J25 15/19/0161
37 T8662535 DO1 5/19/016 80 118662578 I J26 5/19/0161
38 T8662536 D02 5/19/016 81 I T8662579 I J27 15/19/0161
39 T8662537 E01 5/19/016 82 I T8662580 I J28 15/19/0161
40 T8662538 E02 5/19/016
41 T8662539 GO1 5/19/016
42 T8662540 G02 5/19/016
43 T8662541 G03 5/19/016
44 T8662542 G04 5/19/016
45 T8662543 G05 5/19/016
46 118662544 G06 5/19/016
47 118662545 G07 5/19/016
48 118662546 GO8 5/19/016
49 118662547 G09 i 5/19/016
50 118662548 G10 5/19/016
51 1T8662549 G11 5/19/016
52 118662550 P01 5/19/016
53 118662551 P02 5/19/016
54 118662552 P03 5/19/016
55 T8662553 PO4 5/19/016
56 T8662554 J01 5/19/016
57 T8662555 J02 5/19/016
58 T8662556 J03 5/19/016
59 T8662557 J04 5/19/016
60 T8662558 J05 5/19/016
61 T8662559 J06 5/19/016
62 T8662560 J07 5/19/016
•
63 T8662561 I J08 5/19/016
64 T8662562 I J09 5/19/016
65 T8662563 J10 5/19/016
66 118662564 J 11 5/19/01_6j
67 118662565 J12 5/19/016
68 T8662566 J13 5/19/016
69 T8662567 J14 5/19/016
70 T8662568 J15 5/19/016
71 T8662569 J16 5/19/016
72 T8662570 J17 5/19/016
73 T8662571 J18 5/19/016
74 T8662572 J19 5/19/016
75 T8662573 J21 5/19/016
76 T8662574 J22 5/19/016
77 T8662575 J23 5/19/016
2 of 2
I Job a Truss Truss TypeQty I Pty I Riverside Homes-Lot 20 ABCC-JB
18662499
i
F01 Floor Supported Gable I 1 1
Jt� o226 i I Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:18 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S•w3bF0QPKxmrgX7n8EThEYZbL8C2D_m0X1 ggmnOzEyyB
0
0-1-8 -1.8
Scale=1:38.2
3x6 FP=
3x3=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
1e •- • •• w . •
• -
i
N
r k '• o o • e • o a • T -40 '
38 37 3635 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x3= 3x3= 3x6 FP= 3x3_
22-4.0
II
22-4-0
Plate Offsets(X,Y)-- [39:0-1-8,0-0-121,140:0-1-8,0.0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 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 0.02 Horz(TL) 0.00 20 rUa n/a
BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:110 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 22-4-0.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)38,20,37,36,34,33,32,31,30,29,28,27,26,25,24,
23,22,21
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
' 1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 31 nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. `.411%111111//1,'
%SSPSA A46,�•.
�EN "9 '•.
No 39380
• -i r
• .I
,,/1,5,()N A, %%0
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
Date:
•
May 19,2016
• , ith. i
0 WARNING•Volly design param►t rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10V3/2C15 BEFORE USE.
Design valid for use only with MIlela)connectors.This design Is based only upon rxuanreters shown,and Is for an individual building component.not
a truss system.Before use,tire building designer must verity the applicability of design parameters and properly incorporate this design Into the overall
•
', building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
• klxi ation,storage,delivery erection and bracing of trusses and truss systems.sooANSI/TPl1 Quality Criteria,DSB-e9 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avdlable horn less Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 —
r
Job Truss Truss Type Qty Ply Riverside Homes••Lot 20 ABCC•JB
786625001
J16%226 F02 Floor 8 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MTek Industries.Inc. Thu May 19 11:36:19 2016 Page 1
ID:CSsaV 1 cABCm_62nU H W YkzEzMm9S-OF9dEmayi4zX8HMLnACTSmBLGcAWj7ggGKQKJSzEyyA
F— I1-3.0 i 2-0-0 P 10 117
Scale=1:39.0
5x5=
6x6= 4x4= 3x4= 3x3= 353= 3x3= 1.5x4 Il 1.5x4 I I 3x6 FP= 4x4= 6x6=
2 3 4 5 6 7 8 9 10 11 12
1 \ 11 /\/ /.`-"' IL/\41- r-,. /A
/ALM arirl o O
25 24 23 22 21 20 19 18 17 16 15 1413
3x3 II 5x5= 3x6 FP 3x4—_ 3x4=3x6 Ii 3x6 II 3x6 II 4x7 I 4x7 II 6x6= 3X3 II
3x3=
4x4
1.6.0I 4-0-0 I 6-6-0 l 9-0-0 11-6-0 I 14-0-0 I 16-3-0 18-4-12 I 20-10-12 j 22-4-12 {
1-6-0 _ 2-6-0 2-6-0 2-6-0 2-6-0 2-6-0 2-3-0 2-1-12 2-6-0 1-6-0
Plate Offsets(X,Y)-- [1:Edge,0-1-81,[17:0-3-0,Edge]
LOADING(psf) SPACING- 2-0-0 f CSI. DEFL. in (toe) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 1 TC 0.82 Vert(LL) -0.33 18-19 >808 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.51 18-19 >516 360
BCLL 0.0 Rep Stress Incr YES WB 0.43 i Horz(TL) 0.07 13 n/a rVa
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) I Weight:143 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
1-10:2x4 SP No.1D(flat) end verticals.
BOT CHORD 2x4 SP No.1D(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
24-26:2x4 SP No.2(flat) 6-0-0 oc bracing:13-15.
WEBS 2x4 SP No.2(flat)
REACTIONS. (lb/size) 26=1218/0-4-12,13=1218/0-3-8
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-26=-1211/0,12-13=-1222/0,1-2=-986/0,2-3=-2514/0,3-4=-3551/0,4-5=-4265/0,
5-6=-4591/0,6-7=-3949/0,7-8=-3949/0,8-9=-3949/0,9-10=-2540/0,10-11=-2540/0,
11-12=-1040/0
BOT CHORD 24-25=0/1868,23-24=0/1868,22-23=0/3129,21-22=0/4005,20-21=0/4002,19-20=0/4533,
18-19=0/4405,17-18=0/3949,16-17=0/3346,15-16=0/1921
WEBS 12-15=0/1528,1-25=0/1481,11-15=-1364/0,2-25=-1401/0,11-16=0/959,2-23=0/1026,
9-16=-1250/0,3-23=-976/0,9-17=0/1239,3-22=0/670,4-22=-722/0,4-20=0/403,
5-20=-414/0,8-17=-408/0,6-19=-80/406,6-18=-827/32
NOTES- ``�%111111iii.
1)Unbalanced floor live loads have been considered for this design. ��� S A. 1•_
2)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ., O�P A( Ii
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 ,,s�� •.•�G E N S•.----/A-•,�
be attached to walls at their outer ends or restrained by other means. F•••. •
No 39380
'
:13:
• ;•40R1V. r.\
.0F�'SE",,,;ON M- � .ss
—iii111111
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
i mi, 1
o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M/l-7473 rev.10.03,2015 BEFORE USE.
Design valid for use only with Mllek.)connectors.lhls design B based only upon parameters shown.and Is for an kvflvkfix9 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
fouling design. Bracing Indicated Is to prevent buckling of Individual truss web aril/or chord members only. Additional temporary and permanent bracing Milek•
is always tedaired 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/IP11 Quality Criteria,D$8-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Plate Institute,218 N.lee Street.Suite 312 Nexandda.VA 22314. Tampa.FL 33610 --—
Job • Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662501
J16426F03 Floor 2 1
Job Reference(optional)_
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 Weir Industries,Inc. Thu May 19 11:36:19 2016 Page 1
I D:CSsaV 1cA8Cm_62nUHW YkzEzMm9S-OF9dEm0yi4zX8HMLnACT5m8KucBgj73gGKQKJSzEyyA
1-3.0 I 2-0-0 10P&4-4 °^-i
Scale=1:40.1
1.5x4 11 4x4=
6x6= 4x4= 1.5x4 11 5x5= 3x6 FP= 4x7 II
1 2 3 4 5 6 7 8 9 10 11 12 13
3 7 \FAilliz/___ \Ak" / Cl/\-
_ 1 ke A Loril.8
27 26 25 24 23 22 21 20 19 18 17 16 15 14
5x5= 3x6 FP= 3x4= 3x6 II 3x6 II 3x6 1I 3x8 II 4x7 II 6x6= 1.5x4 I:
4x4=
22-0-12 22-4-12
1 22-0-12 0.4.0 --
Plate Offsets(X,Y)-- (1:Edge,0-1.81,(13:0-3-0 Edge)
1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.31 19-20 >834 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.49 19-20 >533 360
BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 13 r/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:143 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
1-10:2x4 SP No.1 D(flat) end verticals.
BOT CHORD 2x4 SP No.1D(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
25-27:2x4 SP No.2(flat)
WEBS 2x4 SP No.2(flat)
REACTIONS. (Ib/sIze) 27=1203/0-4-12,13=1203/0-3.8
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-27=-1196/0,1-2=-972/0,2-3=-2477/0,3-4=-3489/0,4-5=-4184/0,5-6.4476/0,
6-7=-3805/0,7-8=-3805/0,8-9=-3805/0,9-10=-2463/0,10-11=-2463/0,11-12=-1004/0,
12-13=-1007/0
BOT CHORD 25-26=0/1843,24-25=0/1843,23-24=0/3079,22-23=0/3934,21-22=0/3932,20-21=0/4434,
19-20=0/4276,18-19=0/3805,17-18=0/3300,16-17=0/1843
WEBS 1-26=0/1461,2-26=-1382/0,2-24=0/1007,3-24=-957/0,3-23=0/651,4-23=-706/0,
4-21=0/387,5-21=-388/0,6-20=-63/417,6-19=-840/12,13-16=0/1477,11-16=-1301/0,
11-17=0/961,9-17=-1297/0,9-18=0/1263,8-18=-462/0
NOTES- ,,%11111I1eti
1)Unbalanced floor live loads have been considered for this design. `��os NS A. q�9,��i
2)All plates are 3x3 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � �.� r,E N S•- -IA.',
4)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to ,� A. ••\,,, ...-$2 °•
be attached to walls at their outer ends or restrained by other means. N o 39 380
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
6)CAUTION,Do not erect truss backwards. - •
* 4.
17
=�
f. 111r,dr-" - : 0
•
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,201 6
Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10iO3/2016 BEFORE USE. NI^
Design valid for use only with MiTek€connectors.Ills design Is based only upon fxxameters shown,and is for an Indddual buldkng component,not
a truss system.Before use,the bolding designer must verify the applicebilly of design parameters and properly Incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent buckling of hsdtvkival 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 properly damage. I or general guidance regarding the
fatxkwalkn,storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/TPI1 Qually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate knstlkrte,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job s Truss IITruss Type Oty Ply Riverside Homes-Lot 20 ABCC-JB
78662502
J160226 F04 (Floor 4 1
Job Reference(optional)
7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:20 2016 Page 1
Manning Building Supplies. Jacksonville.FL
ID:CSsaV 1 cABCm_62nUHW YkzEzMm9S-sRjOR6RaTN50mRwXLujid_gY10VjScBgVz9trvzEyy9
I
1-3-0 ! I 2-0-0 !! 1-2-4
Scale=1:27.5
1.5x4 II 4x7=
14x7= 2 3 4 5 6 7 8 -
italppyit
lir , Q
I / \\V / AU
eM. 2
f 16 15 14 13 12 11 10
4x4= 1.5x4 I! 4x4=
1-6-0 4.0.0 7-6-0 9-11-4 12-5-4 14-11-4 16-5-4 I
1-6-0 2-6-0 3-6-0 2-5-4 2-6-0 2-6-0 1-6-0
Plate Offsets(X.{)41:Edge,0-1-81,[8_0-3.0,Edoe] —..
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.21 12-13 >934 480 MT20 244/190
TCDL 10.0 1Lumber DOL 1.00 BC 0.97 I Vert(TL) -0.31 12-13 >623 360
BCLL 0.0 1 Rep Stress Incr YES WB 0.30Horz(TL) 0.04 9 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:92 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1D(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.1D(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing:14-15,13-14.
REACTIONS. (lb/size) 17=890/0-4-12,9=890/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-17=-890/0,8-9=-886/0,1-2=-693/0,2-3=-1694/0,3-4=-2193/0,4-5=-2193/0,5-6=-2228/0,6-7=-1684/0,
7-8=-696/0
BOT CHORD 15-16=0/1292,14-15=0/2193,13-14=0/2193,12-13=0/2337,11-12=0/2052,10-11=0/1309
WEBS 8-10=0/1046,1-16=0/1041,7-10=-973/0,2-16=-952/0,7-11=0/596,2-15=0/638,6-11=-583/0,3-15=-822/0,
6-12=0/281,3-14=0/292,5-13=-388/190
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. ,,`‘‘1111111////�'
``�s. MPSA, q� ,•
+
No 39380
_*
• Thomas A.Alban!PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
'
. ith,
0 WARNING-Verify assign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.1003'2015 BEFORE USE.
Design valid for use only with Mileldii connectors.This doslgn Is based only upon parameters shown,and Is for an kxilvkdual building component not
a truss system.Before use,tho building designer must veil y the appl cut9ity of design parameters and properly Incorporate this design Into the overall
brridng design. Bracing Indicated Is to prevent buckling or individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
is always regreed for stability and to prevent collapse with possible personal Infury and property damage. For general gidance regarding the East Blvd.fabrication,catkon,storage,delivery,erection and bracing of trussesand truss systems,seeANSI/1P11 Quality Criteria.DSB-89 and SCSI BWrt6904
rg ComponentE
Soley In formallon avallat9e from Truss Plate Institute.216 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.P.Parke 33610
Job - Truss /Truss Type Qty Ply I Riverside Homes-Lot 20 ABCC•JB
18662503
.1160a26 FOS 'Floor 2 1 [Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:20 2016 Page 1
ID:CSSaV 1 cABCm_62nU H W YkzEzMm9S-sRjOR6RaTN50mRwXLujid_gX90ZtSdggVz9trvzEyy9
1-3-0I I 2.60 I
Scale:112"=1'
1.5x4 I! 4x7=
4x7= 2 3 4 5 6 7 e
•
o a •
• -/ \ /
4
•
14 ° 13 12 11 10 9
4x4= 1.5x4 II 4x4=
1-6-0 4-0-0 10-6.013.0.0 14-6-0 I
I 1-6-0 I 2-6-0 ..- — —6-6-0 - --- I 2-6-0 I 1-6-0
Plate Offsets(X,Y)-- 11:Edge,0-1.81,17:0_3-0,Edge) __-_.
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.17 10-11 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 IVert(TL) -0.23 10-11 >746 360
BCLL 0.0 RepHorz(TL) 0.02 8 n
Stress Incr YES WB 0.25 /a nta
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) j I Weight:81 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.1D(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 15=784/0-4-12,8=784/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-15=-781/0,7-8=-775/0,1-2=-600/0,2-3=-1423/0,3-4=-1766/0,4-5=-1766/0,5-6=-1426/0,6-7=-599/0
BOT CHORD 13-14=0/1121,12-13=0/1766,11-12=0/1766,10-11=0/1675,9-10=0/1134
WEBS 7-9=0/900,1-14=0/901,6-9=-849/0,2-14=-828/0,6-10=0/464,2-13=0/485,5-10=-396/0,3-13=-626/0,5-11=-51/387
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
``,1{1{t1111II111I
%••% 0p,S A. q ,'
•
No 39380
=-0• : ,
% e •
.T. ' -
0•' �`S','•4OR \Q..•���`.
''I����`SOON AL .�`•
'11111111{{+{`,
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
. is.
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.11/032015 BEFORE USE.
Design valid for use only with Woke connectors.this design Is based only upon parameters shown,and Is Iw an Individual building component.not
a truss system.Before use,the building designer must verify the applk:abUty 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 regrired for stability and to prevent collapse with possible personal Irtkay and properly damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and buss systems seeANSUFPl1 Qualify Cdteda,05849 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avcilatle from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 - - —
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-J8 78662504
J160'26 F06 Floor 2 1
J Job Reference(optional)
7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:21 2016 Page 1
Manning Building Supplies, Jacksonville.FL
I D:CSsaV 1 cABCm_62nUH W YkzEzMm9S-KeHOeSSCEhDFObVjvbExABDfbQb649zkdvQOLzEyyB
1 3.0 I I 2-5-4 01,-{8
Scale=1:25.2
4x7
1.5x4 'I 1.5x4 II
1 4x7= 2 3 4 5 6 7 •a
a • •e •• I O •
18
i \ \'-'
•
• • i •
16 • 15 14 13 12 11 i 9
4x4= 1.5x4 I I 4x4=
14.108
12-11-4 14-3-12 14-ft-4 I
I 1-66. 0 2--6.0 0 i 6-54 5-4 I 2.6-0 ' 1.4.8 0:1.8
054
Plate Offsets(X,Y)-- I1:Edge,0-1-81.17:0-3-0,Edge]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell L/d PLATES GRIP
• TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.16 14-15 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.23 14-15 >748 360
BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.02 10 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:86 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.1D(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 17=768/0-4-12,10=1267/0-3-8
Max Grav17=771(LC 3),10=1267(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-17=-763/0,1-2=-587/0,2-3=-1396/0,3-4=-1708/0,4-5=1708/0,5-6=-1351/0,
6-7=-533/0
BOT CHORD 15-16=0/1113,14-15=0/1634,13.14=0/1708,12-13=0/1708,11-12=0/1031
WEBS 7.10=1002/0,1-16=0/883,7-11=0/794,2-16=-834/0,6-11=-791/0,2-15=0/449,
6-12=0/518,3-15.379/0,5-12=-644/0,3-14=-77/359
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ``4t%t i 1111//$�
be attached to walls at their outer ends or restrained by other means. A �I,
5)CAUTION,Do not erect truss backwards. ��`,��OPS ,q4 ,•j
LOAD CASE(S) Standard .``��••• G E NSF 7,p •00
• i
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 No 39380
Uniform Loads(pIQ —* • .
Vert:9-17=-10,1-8=100 •
s t�
Concentrated Loads(Ib) � ,�
Vert:8=-433 :13. ��
rte:T' - .4.
-
•�� „,,
-, ,,\5•< O R `O•`”r, s
00'1 s"/ON At-,,._• .,\‘,,‘%•
Thomas A.Albani PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1
0 WARNING•Verify design parameters and READ NOTES ON TMS AND INCLUDED MTTEK REFERANCE PAGE MO-7473 rev.10m3/2015 BEFORE USE. n
Design valid for use only wlih MllekS)connectors.This design is based only upon parameters shown,and Is for at Indlvldual I-wilding component,not
atm system.tlekxe use.the buIdi ng designer must verify the gx>ik.ablity 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 and permanent tracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.fatxlcaflon,storage,delivery,erection and bracing at trusses and truss systems.se0ANSI/IPl1 Quaflty Criteria,DSB-89 and BCSI Building Component
Safety Information available horn truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
1
Job •
Truss Truss Type I Oty I Ply Riverside Homes•Lot 20 ABCC-J8
78662505
Ji6q?26
F07 Floor Supported Gable '1 1
Job Reference(optional) —J
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MTek Industries.Inc. Thu May 19 11:36:22 2016 Page 1
ID:CSSaV 1 cABCm_62nU HW YkzEzMm9S-ogrmsnTq??L6?14vSJmAjPm 13gQ4wa?7yHe_wnzEyy7
Scale=1:20.9
3x3 I
1 3x6= 2 3 4y 5y 6 7y 8 9 1011
II
4
4
21•::.........•.•� 19❖..........•. ..
• ..... ..•:•'8�•. ;?• ;6 ;5••• •• .. . .. . •;4• 13 12
3x3 3x3= 3x5=
12.4-0
12-4-0
LOADING(pet) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 I TC 0.08 Vert(LL) n/a - Na 999 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) Na Na 999
BCLL 0.0 Rep Stress Incr YES 1 WB 0.02 Horz(TL) 0.00 12 n/a n/a •
BCDL 5.0 Code FBC2014/TPI2007 I (Matrix) 1Weight:67 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, except
BOT CHORD 2x4 SP No.2(fla1) end verticals.
• WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 12-4-0.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)21,12,20,19,18,17,16,15,14,13
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss.
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
,.
No 39.380 '
_ M
A•
_ • •- /2
. ►
x'10 '9/ON. 1-GC�
.lI,► ,11,10 ' s`
�
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Varl/y dargn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/032016 BEFORE USE. 1 tiff
Design valid for use only with MITekS)connectors.this design is based only upon ry-uorneters shown.and Is for an individual building comrxxient.not
a truss system.Before use,the!Aiding designer must verity the applicability of(leslgn pxranreters and properly Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing MNTek"
Is always required for stability and to prevent collapse with possible personal Wry and properly damage. For general grlldonce regarding the
fabrication,storage,delivery,erection and!racing of trusses and inns systems,seeANSI/IP11 Quaey Criteria,DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Leo Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job • Truss Truss Type Qty Ply I Riverside Homes•Lot 20 ABCC-JB
1
16662506
J160126 F08 Floor 4 I
1
'Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 Muck Industries.Inc. Thu May 19 11:36:22 2016 Page 1
I D:CSsaV 1 cABCm_62nUH W YkzEzMm9S-ogrmsnTq??L6?14vSJmAjPmgW gCNwV67yHe_wnzEyy7
1.3-02-0-0 I 1-7-8
Scale=1:30.9
3x4= 4x4= 1.5x4 I I 1.5x4 I I 3x3= 3x3= 3x4= 4x7=
14x7= 2 3 4 5 6 7 8 9
00 e
o ,\z \
o • • c
-/ \/
/ ;
18 17 16 15 14 13 12 11 10
3x3 H 4x4= 3x4= 4x4= 3x3= 3x3= 3x4= 4x4= 3x3 II
1-6-0I 4-0-0 6.6.0 i 11-7-8 I 14-1-8 I 16-7-8 i 18-1-8
1-6-0 2-6-0 2--0 5-1-8 2.6-0 2.6-0 1-6-0
Plate Offsets(X,Y)-- [1:Edge,0-1-81[9:0-3-0,EdgeL[15:0-1-8,Edge]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.23 13-14 >925 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.35 13-14 >609 360
BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.05 10 n/a Na
BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:101 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.1 D(flat) end verticals.
WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 18=2181/Mechanical,10=983/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-18=-2179/0,9-10=-979/0,1-2=-784/0,2-3=-1901/0,3-4=-2754/0,4-5=-2754/0,5-6=-2754/0,6-7=-2610/0,
7-8=-1917/0,8-9=-779/0
BOT CHORD 16-17=0/1469,15-16=0/2347,14-15=0/2754,13-14=0/2806,12-13=0/2358,11-12=0/1467
WEBS 9-11=0/1170,1-17=0/1178,8-11=-1093/0,2-17=-1088/0,8-12=01715,2-16=0/685,7-12=-700/0,3-16=-709/0,
7-13=0/399,3-15=0/805,6-13=-312/0,4-15=-429/0,6-14=-292/324
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. ,`,111111111/', ,'
LOAD CASE(S)Standard •��• ON ,q4e i.
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 `�� .2s0••�c E N,3 ,...// °.•
•• '9 •
Uniform Loads(plf) V . i
Vert:10-18=-10• ,1-s=-loo : No 39380 '• 1.
Concentrated Loads(Ib) .. '
Vert:1=-1198 —,,..
y w
iilrieri,... •41,...
. r' w
'it,�0NM- 0-�
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.I0rV3/2OIS BEFORE USE. Mil^
Design valid for use only with MlfekO connectors.This design Is based only upon ixxameters shown,and Is for an IndhAdual txitdfrng component,not
•
a Inas system.Before use-the building designer must verify the applicability of design txxcxmeters and properly Incorporate this design into the overall
buNding 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 stablllty and to prevent collapse with possible personal Inkay and property damage. For general guidance regarding the 6904 Parke East BNd.
fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems,seOANSI/1Pl l Quality Criteria,DS8-09 and SCSI Building Component
• Safely Information available from lens Plate Institute,218 N.tee Street.State 312,Atexandrla.VA22314. Tampa.FL 33610 ---
Job Truss Truss Type (Qty I Ply I Riverside Homes-Lot 20 ABCC-JB
T8662507
J16f16 F09 Floor 6 I 1 I Job Reference(optional)
Manning Building Supples, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Thu May 19 11:36:232016 Page 1
I D:CSsaV1 cA8Cm_62nU H W YkzEzMm9S-G0P837TSmITzduf600H PFc157DXFryIGBx0XSEzEyy6
1.3-0 I I 2-0-0 - 00
Scale:343"=1'
3x4= 3x4= 1.5x4 II 3x3 In- 3x3= 3x3= 3x4= 4x7=
14x7= 2 3 4 5 6 7 8 0
j. o
W
o\/'
Nv17 Y4Y 11
3x3 II 5x5= 3x3= 3x6 II 3x6 I I 3x6 II 3x6 II 3x3= 3x4= 5x5= 3x3 II
3x6 II
1-6-0 4-0-0 6-6-0 9-5-0 • 11-11-0 I 14-5-0 I 16-11-0 I 18-5-0 {
1-6-0 I 2-6-0 I 2-6-0 I 2.11-0 ' 2-6-0 2-6-0 2-6-0 1-6-0
Plate Offsets(X,Y)--_L1_Edge,0-1-8],[9:0-3.0,Edge],116:0-3-0,0-0-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.18 15-16 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.28 15-16 >787 360
BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.05 10 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:117 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 21=2197/Mechanical,10=999/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-21=-2187/0,9-10=-997/0,1-2=-790/0,2-3=-1993/0,3-4=-2926/0,4-5=-2926/0,
5-6=-3057/0,6-7=-2723/0,7-8=-1953/0,8-9=-795/0
BOT CHORD 19-20=0/1505,18-19=0/1504,17-18=0/2511,16-17=0/2926,15-16=0/2926,14-15=0/2994,
13-14=0/2427,12-13=0/2429,11-12=0/1492
•
WEBS 9-11=0/1194,1-20=0/1187,8-11=-1107/0,2-20=-1136/0,8-12=0/732,2-18=0/756,
7-12=-755/0,3-18=-802/0,7-14=0/455,3-17=0/761,6-14=-421/0,5-16=-631/71,
6-15=-36/277,5-15=-240/556
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. ``‘I111111/jg
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 ,0 S A. 4
be attached to walls at their outer ends or restrained by other means. `�s oON ;44 ,,• •�
•
LOAD CASE(S) Standard .%•••Z% v G E N 5c •• �'
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf) No 39380
• Vert:10-21=-10,1-9=-100
Concentrated Loads(Ib) •
Vert:1=-1198 "fl
. :
••
•
1:••••••44,• -4: 1i •,' �
�`'.c< 0R1p.. �l%%•
'x,'1, •
/it/sumo-
.
10 N A,`� s
1111
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
• Date:
May 19,2016
f
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.1003/2015 BEFORE USE. vio ^
Design valid for use only with Mnekt9 connectors.this design is based only upon parameters shown.and Is for an tx9Nduat tuldtng component,not
a Miss system.Before use,the building designer must verily the applicablity of design parameters and properly klcalxxate this design Into the overall
butd Ing design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bxactr'j M iTek'
is always required for stability and to prevent collapse with possible personal Irnpuy and property damage. for general guidance regarding the i
•
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,058-89 and BCSI aulding Component 6904 Parke East Blvd.
Safely Information avda le from Inns Plate Institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job I truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC•JB
T8662508
J160Z 26 F11 IFloor 3 1
I
r Job Referencesoptionaq
—Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:23 2016 Page 1
ID:CSsaV 1cASCm_62nUHW YkzEzMm9S-G0P837TSmITzduf600HPFc15ED1Hf?CGBxOXSEzEyy6
1-3-0 2.0.0i t 2-1-0
Scale=1:14,0
3x3= 1.5x4 II 3x6
3x6= 2 3 4
V. ' 1
•
3x3= 7 6 3x3= 5
9 8
1.5x4 II
3x
3x3J 3 11
I 1-6-0 l 5-10-0 I 1-6-0
7-4-0
1-6-0 4-4.0 --
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.04 7 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.05 7 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 (Matrix) 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=1588/Mechanical,5=390/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-9.1584/0,4-5=-387/0,2-3=-441/0,3-4=-441/0
BOT CHORD 7-8=0/441,6-7=0/441
WEBS 4-6=0/533,1-8=0/363,2-8=-308/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,`,111111 11/1i/',
UniformVert 5-9=-10,Loadsl) 1-a=-1oo ���`����:5•A•"4.4?t
Concentrated Loads(Ib) •' .••�G E N S'••.• 2
vert:1=-1198 V
No 39380
* • ..
••6• =0•} -tom •'V
, ii
', °IO N A�1��``s,
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1 I
Ia.
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.100/2015 BEFORE USE.
Design valid for use only with Mltekrs connectors.this design Is based only upon parameters shown,and Is ton an IndlvIdUal bulding component,tat
a truss system.Before use,the Wilding designer must verify he 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 poss9Ne personal Injury and property danage. For general guidcrice regarding the
indication,storage.delivery.erection and bracing of trusses and trusssystems,seeANSI/1PI1 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 •
Lruss Trus Type Qty Ply Riverside Homes•Lot 20 ABCC-JB
T86625091
J160226 F12 Floor 11 1
I Job Reference(optional) _
Manning Building Supplies. Jacksonville.Ft. 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:23 2016 Page 1
I D:CSsaV 1 cABCm_62nUHW YkzEzMm9S-G0P837TSmITzduf600HPFc17QDmtf 1 YGBxOXS EzEyy6
1-11-0
I 3af6
1 3x3 II 2 Scale=1:11.4
MEM
•
Illidal El.
••_ MIN
3x6-
4 I /
'3x3 11
I 0.71-0 2-5-0 l
0-11-0 1-6-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (doe) Udefl Lid PLATES GRIP
" TOLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) 0.00 4 "" 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.01 3-4 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:19 lb FT=20%F,11%E
—
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=119/0-3-8,4=1317/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-4=-1306/0
NOTES-
1)Refer to girder(s)for truss to truss connections.
2)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S)Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:3-4=-10,1-2=-100
Concentrated Loads(Ib) ,t‘,1111111,11.
Vert:1=-1198 ,•NOOP$ A. q4�1",,
• •........E N .'9
•��••�,\G Sic ••�• i l•
•
No 39380
- -;_ Ia
".ice • -
• c`SS O•R %0. --•
•
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East 81vd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-VedIY design paam.Nrsre and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10'03/201S BEFORE USE
Design valid for use only with MllekS connectors.This design is based only upon Ixxcxneters shown,and is for an Individual building component,not '
a truss system.Before use.the building designer must verity the applicability o1 design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss weberrs/cx chord members only. Additional temporary and permanent bracing MIR**
k'
S always required for stabltty and to prevent colicpse with possible personal injury and property drxnage. For general guidance regarding tix: 6904 Parke Est Blvd.a
fabrication,storage,delivery,erection and bracing of trusses and truss systems,sea
eANSI/IPlt Quality Criteria,DSB-89 and SCSI Building ComponentEast 0
Solely Information valiabte from Truss Plate institute,218 N.Lee Street,Suite 312•Alexandria,VA 22314. Tampa.P.rk
Job Truss Truss Type j Qty I Ply [Riverside Homes•Lot 20 ABCC•JB
78662510
J160;26 F13 Floor Girder 1 1
l Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 a Apr 19 2016 MTek Industries.Inc. Thu May 19 11:36:24 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-kDyWHTU4Xcbc1F2ElakoeogrL4d120okP0b74_gzEyy5
1-6.12I I 1-10-8 I I 2-0-12
THA426
THA426 Special Scale=1:13.4
6x6= 3x6 11 3x611 6x6=
1 2 3 4
• 1
NNN4
l
-
7 •
6 3x4=
3x4=
3x3 11 3x3 11
4-9-0I
6-3-0I
4-9-0 1.6-o
Plate Offsets(X,Y)-- [3:0-3-0,0-0-01,[6:0-1-8,Edael,[7:0-1-8,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.02 6 >999 480 MT20 244/190
TCDL 10.0 • Lumber DOL 1.00 BC 0.30 Vert(TL) -0.03 5-6 >999 360
BCLL 0.0 Rep Stress'nor NO WB 0.26 Horz(TL) 0.00 5 n/a Na
BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:46 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=644/0-3-8,5=923/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-8=642/0,4-5=-908/0,1-2=-704/0,2-3=-704/0,3-4=-704/0
BOT CHORD 6-7=0/704
WEBS 4-6=0/843,1-7=0/922,2-7=560/0,3-6=-455/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss.
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 Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-8 from the left end
to 3-10-8 to conned truss(es)to front face of top chord.
5)Fill all nail holes where hanger is in contact with lumber. ,,1 11 I 1 I11g,��
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)377 lb down at 6-1-8 on top chord. ,,`,t-A PS A A I��,
' The design/selection of such connection device(s)is the responsibility of others. `v, •,• •; • �e ��1
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .,•%-‘)%(:).•• G E N S' qiL ��
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 No 39380 '
Uniform Loads(plf) • * • s•
-
Vert:5-8=-10,1-4=-100 • •
—
Concentrated Loads(Ib) 7.-0
Vert:4=-327(F)2=-290(F)3=-290(F) �, . •; ;1/
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1 f
0 WARNWO-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/02/1015 BEFORE USE mit I
Design valid for use only vAth MIlele8 connectors.this design is txsed only upon parameters shown.and Is for an individual bidding con iponent.not
a truss system.Before use,the building designer must verify the apsAlcablily of design parameters and properly incorporate this afeskln into the overall _
building ding design. Bracing indicated is to provent budding of IrxihAdual truss web and/or chord members only.Additional temporary and permanent bracing M iTek
Is always requked for stability and to prevent collapse with possible personal iniury and properly damage. For general gridarae regadn g the EastBNd.
lablcParkegpq
atlon,storage.delivery,erection and bracing Clof trusses and truss systems,SeeANSI/TPII Quality Criteria,05949 and BCSI Bulking Component Tampa.04 E
3610
Safety Information available from brass Plate Institute,218 N.lee Street.Suite 312.Nexardrla.VA 22314.
1
Job truss rruss Type IOty Ply Riverside Homes•Lot 20 ABCC-JB
78662511
J16( 26 F14 Floor Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:24 2016 Page 1
ID:CSsaV 1 cA8Cm_62nU HW YkzEzMm9S-kDyW HTU4XcbgF2Elakoeogr8l dvNOLIPQb74_.gzEyy5
1-3-0 I 1-9-8 1-9.0 1.1-0
Scale=1:15.2
THA426 THA426 THA426
THA426 THA426 THA426 THA426
3x6 II 6x6 II 3x6 II 3x6 H 10x1OMT2OHS= THA426 3x6 II
1 2 3 4 5 11 6
•
-/ .
7!G�� 6x6 7
g 8
5x5= 5x10=
5x8=
I 1-6-0 I 3-3-8 i 5-3-8 6.4.8 I 7-10-8 —
1.6.0 1-9-8 2-0-0 1.1-0 1-6-0
Plate Offsets(X,Y)-- [4:0-3-0,0-0.01,[7:Edqe,0-1-81,[8:0.1.8,Edge),[9:0-1.8,Edge),[10:Edge,0-1-81 _
LOADING(psi) SPACING- 2-0-0 i CSI. DEFL. in (lora) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.07 9-10 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.12 9-10 >753 360 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.03 7 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) ! 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 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.1 D(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=2508/0-3-8,7=3053/Mechanical
Max Grav 10=2510(LC 3),7=3063(LC 4)
FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 6-7=-839/0,2-3=-3460/0,3-4=-3460/0,4-5=-3460/0
BOT CHORD 9-10=0/2295,8-9=0/3460,7-8=0/2092
WEBS 3-9=-960/0,4-8=-1704/0,2-10=-3371/0,2-9=0/1490,5-7=-3072/0,5-8=0/2259
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10.0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. `,0011111111//11�
6)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starling at 1-3-8 from the left end `01 S A. ��I
to 7-3-8 to connect truss(es)to front face of top chord. �s P q
7)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starling at 1-3-8 from the left end .%;��0••;G E N s.•.40 V•,
to 7-3.8 to connect truss(es)to back face of top chord. •• . �•••• i
8)Fill all nail holes where hanger is in contact with lumber.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). = No 39380 •. ,
ti
LOAD CASE(S) Standard l
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 =-o
Uniform Loads(plf) �4 - •,
Vert:7-10=-10,1-6=-100 ♦ p,r. ' t�
Concentrated Loads(Ib) •• .t� ( Q•••• �•
•
Vert:3=-1167(F=-883,B=-284)4=-1167(F=-883,B=-284)2=-1167(F=-883,B=-284)11=-1221(F=-910,B=-311) • cC\•••4 0 R\• �j,��
e' •
///S'O N A'c1,00
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
I SIN ,
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 my.10/0 3/2015 BEFORE USE.
Design valid for use only with MlTekuW connectors.This design Is based only upon parameters shown,and Is to an Individual building component.not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Millet('
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the East Blvd.
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PII Quality Criteria,DSB-89 and BCSI eue6904
ding Component Tampa.04 Parke Et 0
Safety Information avallabie fromus
Truss Plate Institute,218 N.Lee Street,Suite 312.Alexaxdrka.VA22314.
Job - -Truss i Truss Type Qty Ply Riverside Homes•Lot 20 ABCC•JB
I 78662512
J160126 F26 Floor 4 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc.Thu May 19 11:36:25 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUHW YkzEzMm9S-DPW vUPVjHwjhsCPU8RJtK 1 OR_1 Ly7vmZeFteX6zEyy4
I 130 I I 190 I I 2-2-12
Scale=1:13.8
3x3- 1.554 II 3x6=
1 3x6= 2 3 4
&lir . T. -
4
9
II
Iin i
i
3x3= 3x3=
6
9 8 7 5
3
1.5x4 II
3x3 il 3x3 II
1-6-0 5-8-12 7.2-12
I 1.6-0 I 4.2.12 — 1-6-0_..-----
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.04 7 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.04 7 >999 360
BCLL 0.0 Rep Stress lncr YES WB 0.15 Horz(TL) 0.00 5 n/a rVa
BCDL 5.0
Code FBC2014/TPI2007 (Matrix) i Weight:44 lb FT=20%F,11%E
II --- - — -- -- -'-- -----------------
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=384/Mechanical,5=384/0-2-12
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-9=-380/0,4-5=-377/0,2-3=-437/0,3-4=-437/0
BOT CHORD 7-8=0/437,6-7=0/437
WEBS 4.6=0/518,1-8=0/355,2-8=-309/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5.
4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
•,,,,,MPSI':. �1,,,
,,�����• ���E N S�..0:1,
No 39380
•
� •
'0 . •
'''',��`sS O R ‘.v....,..\,_.0.\,,,,,O•,G\,,,,.
i,,-1ONq�Eto`,
Thomas A.Albani PE No.39380
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Data:
May 19,2016
I
0 WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10032015 BEFORE USE.
Nit
Design valid for use only with Milekb connectors.This design is based only upon parameters shown.and Is for an Vy_thAdual building component,not
a truss system.Before use-the hulking designer must verily the appllcablity of design parameters and properly Incorporate his 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 stabltty and to prevent cotlapse with possbb personal hurry and property damage. For general guidance regarding the
fabrkatkrn,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Aiexandda,VA 22314. Tampa.FL 33610 -
Job • Truss truss Type Oty Ply Riverside Homes•Lot 20 ABCC-JB
J160226 F27 Floor
• I1 1 ,Job Reference(optional)
Manning Building Supplies,Jacksonville.FL.Kim Papizan 7.640 s Nov 10 2015 PATO Industries.Inc. Thu May 19 14:25:11 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W Yk2EzMm9S-ExE49L3YcY30teoUkmCiLPnwmtOdgbv07fnSwBzEwTs
I 1.3-0 I 1-9-0 i 2-2-12
Scale=1:13.3
3x3= 1.5x4 h s 3x6=
1 3x6= 2 11 3 4
•
o • • •
\/ m
.,
1 •
.... *iii':+:•000••:i i i;••P•••O.O•i1•i;:•: i••i *:•; i
••• ::• ••• ; :••O�••O1•9:9: 1❖ii•Jiii•• ❖ii•ii0
•'iiJ:9ii,00•;,.•i:i:0:,0:+:0100•0::09.99•ii90.O'Pi9D•0:•:ii0.9:4�•i:40:::0:ti
3x3—
'•0090••••0.•0••OiO•O•iO• •••i••••••OOJ••i• 9.9•9i :•:':'r••0t0�• 6
5
'OiDO•'JOOOOOi•••• 00•i•••••••P• ie•0•••••OOim0ii0c
••P•0000! 4Oi9009••:••0Q0O0.OPPi •!0QOi90000•0v•O %! i•O••••"•Qoo.
3x3 i 3x3- 1.5x4 I 3x3 II
1-6-0 3-3-8I 5.8.12 i 7-2-12
i 1-6-0 { 1-9-8 -. 254 160
LOADING(psf) SPACING- 2-0-0 CSI. ! DEFL. in (hoc) Udetl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.01 5-6 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(TL) -0.02 5-6 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.12 I Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) _ I 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 3-7-0 except(t=length)5=0-2-12,7=0-3-8.
(Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 8=-170(LC 4)
Max Gray All reactions 250 lb or less at joint(s)10,9,8,7 except 5=355(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 4-5=-339/0,2-11=-372/0,3-11=-372/0,3-4=-372/0
BOT CHORD 8-9=0/372,7-8=0/372,6-7=0/372
WEBS 4-6=0/441,2-9=-336/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 8.
4)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131-X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means. `,%%11111111111
LOAD CASES) Standard ,sspAP:s•A•:. ��'i•
No 39380
it
'-0; ••
t
• dT ,' ;'
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
• I
Q WARNING-Vorlly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIr-7473 rev.1W03/2015 BEFORE USE NI
, Design valid for use only with Mitek connectors.this design is based only upon parameters shown,and Is tot an Individual building component.not
o hirss system.Before use,the building designer must verify the applicability of design parameters and properly incogxxate this design into the overall
bribing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addltlorxal temporary and permanent tracing MiTek•
is always required for stability and to prevent colk4 se with possible personal k iy and properly damage. for general guidance regarding 6904 Park
fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/iPIl Quality Criteria,DSB-89 and SCSI Bulking East Blvd.
ng Component Tampa.4 rk 33610
Sdety Information available from lass Plate Institute,218 N.lee Street.Stile 312.Alexandria VA 22314.
Job Truss Truss Type I Oty Ply Riverside Homes•Lot 20 ABCC-JB
78662514,
J160.126 F28 Floor 2 1
Job Reference(ptional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:25 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-DP W V UpVjHwjhsCPUBRJIK 1 OSw1 Nw7wMZeFteX6zEyy4
130I 0f-6.4_
Scale•1:14.3
3x3= 1.5x4 I 1 3x6=
1 3x6= 2 3 4 353= 5
• T
0
co
I
_ /
1 * s
3x3= 7 3x3= 6
10 9 8
313= 1.5x4 11
3x3 11 3x3 11
1•6-0I 6-0-4 I 7:60 I
_ I 1.6-0 4.6-4 1PLATES
----LOADING(pst) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl L/d GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.01 7-8 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.02 7-8 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) _ Weight:49 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=400/0.3-8,6=400/0-2-4
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-11=-396/0,5-6=-393/0,1-2=-256/0,2-3=-473/0,3-4=-473/0,4-5=-255/0
BOT CHORD 9-10=0/473,8-9=0/473,7-8=0/475
WEBS 5-7=0/384,1-10=0/384,4-7=-349/0,2-10=-335/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6.
3)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
`"11111111/III
•
•% ••\ E N .'921i
No 39380
-T,
�:�
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/03/201S BEFORE USE. t
Design valkl for use only with MIIekID connectors.this design is based only upon parameters shown,and Is for an Individual bolding component not
a tuns system.Before tee.the building designer must verify the appllcabllty of design rxxarreters and properly Incorpxxale this design 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'
Is always required for statpllty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fatxk:atkrt storage.delivery.erection and bracing of trusses and tr ss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd.
Safety Information available from truss Plate Insttfute.218 N.lee Sheet Sulte 312,Alexadda,VA 21314. Tampa.FL 33610
Job f Truss Truss Type Qty Ply 1 Riverside Homes•Lot 20 ABCC-JB
18662515
J16Q226 F29 Floor Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:26 2016 Page 1
ID:CSsaV 1 cA6Cm_62nU H W YkzEzMm9S41b4Hi9W L2DrYUMOhh9g6tFwY6RiQsJfitvc83ZzEyy3
6x6= 1-3-0 3x6 II 0-7-8 3x6 I I 6x6=
I I I
1 9 2 3 10 4
Scale=1:10.0
• 1
4
4x4= 4x4=
g 7 6 '
3x3 I 3x3 I'
I 3-10-8
3-10-8
Plate Offsets(X,Y)-- [3:0.3-0,Edge],[6:0-1-8,Edge),[7:0-1.8 Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.01 6 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.01 6 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:31 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS. (Ib/size) 8=1514/0-3-8,5=1116/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-8=-1512/0,4-5=-1098/0,1-9=-970/0,2-9=-970/0,2-3=-970/0,3-10=-970/0,4-10=-970/0
BOT CHORD 6-7=0/970
WEBS 4-6=0/1277,1-7=0/1277,2-7=-785/0,3-6=-860/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 111111111/iii
Uniform Loads(plf) ��.0�Pg• A. q�ii�,�
Vert:5-8=-10,1-4=-100 �� e
Concentrated Loads(Ib) �% 1`�'•�G E N S•' Ave
Vert:9=-1128 10=-1103 k •• V �•••. / ,
No 39380
"It
•
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1 d
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.IG03/2015 BEFORE USE.
Ila
Design valid lot use only with MI lekl connectors.this design Is based only upon parameters shown,and Is lot an individual building component,not
a truss system.Before use,the building designer must verity the appllcabllty of design parameters and poperly incorporate this design Into the overall
btrlcing design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing ng M iTe k'
Is always required for stability and to prevent collapse with possible personal Injury and property danage. For general guidance regarding the s
East
t Blvd.
kixk:atkxn,storage.delivery,erection and bracing of trusses and truss systems-seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Balding Component 6904 Tampa.ParkeFEasB
Safety Information available from less Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. J
Job • Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB I
78662516.
J160126 FG01 FLOOR 1
2 Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Thu May 19 11:36:27 2016 Page 1
I D:CSsaV 1cA8Cm_62nUH W YkzEzMm9S-9oefvV W zpX_P6W ztFsLLOSTkMrxwbh6s6ZMlb?zEyy2
1 _ 3-3-12 , 6-7.88.7.8 11-6-6 _- —_-1438 -__-_--- 14.10-6
3-3-12 3-3-12 i 2-0-0 i 2-10-14 2-9-2 0-7-0I
This truss is NOT symmetric. Truss is not designed to support concentrated scale=1:25.7
Proper orientation is essential. loads at its cantilevered end(s).
1.5x4 II 1.5x4 : 4x4= 3x8= 2x4 II
3x8= 23x4= 3 4 5 6 7
I
13 12 11 10 8
2x4 !I 3x10= 3x4= 4x4= 4x7= 2x4 II
1.5x4 II
1410.8
3-3-12 8.78 8-7-8 11.84 14-3-8 444 I
I 33.12 t 3-3-12 I 200 I 2-10-14 I 2-9-2 0-1-12
044
Plate Offsets(X,Y)-- 16:0-3-8,0-1-8),(13:0-3-8,0-1-8) -- —
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.08 12 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.27 12 >624 360
BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.03 9 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:145 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except
BOT CHORD 2x4 SP No.1D end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 14=2438/0-4-12,9=2593/0-3-8
Max Grav14=2439(LC 3),9=2593(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-14=-2375/0,1-2=-4506/0,2-3=-6097/0,3-4=-6097/0,4-5=-6097/0,5-6=-3972/0
BOT CHORD 12-13=0/4506,11-12=0/6097,10-11=0/3972
WEBS 3-12=-791/0,4-11=-901/0,6-9=-2535/0,1-13=0/4729,2-13=-1862/0,2-12=0/1963,
6-10=0/4266,5-10=-1982/0,5-11=0/2520
NOTES-
1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows:
Top chords connected as follows:2x4-1 row at 1-0-0 oc.
Bottom chords connected as follows:2x4-1 row at 1-0-0 oc.
Webs connected as follows:2x4-1 row at 1-0-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply `,,fit 111111/1//
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `,,`� PS A A/ is��''
3)Unbalanced floor live loads have been considered for this design.
4)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. ,%•,z,0.":„� G•E(�S'•• 'lA
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 • \, F.••• -
be attached to walls at their outer ends or restrained byother means. : •
No 39380 ••: _
LOAD CASE(S) Standard * r
•
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 _ •= a � -
Uniform Loads(pit) " ` • •
Vert:1-7=-335,8.14=-70 �- .T e
,
1� j ••
'i,1,,-/ON A, . ON•
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R.33610
Date:
May 19,2016
t
o WARNING-Verily design pararre•tors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Alf•7473 rev.10.03/2015 BEFORE USE. mit
Design valid for use only with Milek�connectors.This design k based only upon parameters shown,and is for an individual building component,not
a truss system.Before use-the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing ksdlcated is to prevent bxucktkM
lg of Inddual trmembers ss web and/or chord only. Additional temporary and permanent bracing Mile k_
Is always required for stability and to prevent collapse with p osstle personal i itay and property damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems seeANSUTPI I Qua9ty Criteria,05849 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 Oty Ply ' Riverside Homes-Lot 20 ABCC•JB
78662517
J164226 FG02 FLOOR 1 3
'Job Reference(ophonal_
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 Muck Industries.Inc. Thu May 19 11:36:27 2016 Page 1
ID:CSsaVl cA8Cm_62nU HW YkzEzMm9S-9oelvV WzpX_.P6W ztFsLLOSTjkru8bfks6ZMIb?zEyy2
3-1-6 5-11-4 _ 7-5-4 I 10.3.2 13-4-8
3-1-6 2-9-14 1-6-0 2-9-14 3-1-6
Scale=1:23.0
This truss is NOT symmetric.
Proper orientation is essential.
1.5x4 II 3x10— 1.5x4 4x10= 2x5 II
1 :10=
2 I°: I�
u L: °
°
_....----------7--E------------ ---
1
yz 13 11 14 10 9 15 8 16 >z
5x5 Ii HTU26 6x10= HTU26 3x8 :I 4x10= HTU26 3x6 II HTU26 5x5=
HTU26 HHUS48 HTU26
3-1-6 5.11-4I 7-5-4 I 10-3-2 { 13-4-8
3-1-6 2-9-14 1-6-0 2-9-14 3-1-6
Plate Offsets(X,Y)-- [10:0.5-4,0-1-81,111:0-4-4,0-3-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.13 9-10 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.26 9-10 >608 360
BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.03 7 rla n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:259 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except
BOT CHORD 2x8 SP No.1D end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 12.4679/0-5-8,7=4315/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=-3967/0,1-2=-8566/0,2-3=-8566/0,3-4.12520/0,4-5=-12520/0,5-6=-421/0,6-7=-611/0
BOT CHORD 12-13=0/503,11-13.0/503,11-14=0/14603,10-14=0/14603,9-10=0/14603,9-15=0/8552,8-15=0/8552,8-16=0/8552,
7-16=0/8552
WEBS 1-11=0/8715,2-11=-1269/0,3-11=-6576/0,3-10=0/3351,3-9=-2684/0,4-9=-738/0,5-9.0/4322,5-7=-8790/0
NOTES-
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc.
Webs connected as follows:2x4-1 row at 1-0-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,,01111111/1"
�
3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. s�� s A. /t,
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 `�� Mp` qZ6 10�
be attached to walls at their outer ends or restrained by other means. ��v `Z`�••\G E N d•-.IA.',
5)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting '� .• \, F •.• , 0•
at 1-2-12 from the left end to 11-2-12 to connect truss(es)to front face of bottom chord. . No 39380 •:.
6)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent at 5-11-4 from the left end to connect =
truss(es)to back face of bottom chord.
7)Fill all nail holes where hanger is in contact with lumber. — :
"d: • '
LOAD CASE(S) Standard •
▪ t e ,
1)Dead+Floor Live(balanced):Lumber Increase.1.00,Plate Increase=1.00 ▪ a �� �� t:K/
Uniform Loads(plf) 0i-4ec •4 ��'. ,, �.�
Ven:1-6=-429,7-12=-10 o!,FS • O R \ o.%
Concentrated
Vert:11=-33(oads(F))10=3053(8)9.-33(F)13=-33(F)14=-33(F)15=-33(F)16=-33(F) �''/iS��N A��`,��,
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
t
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10N3/2016 BEFORE USE.
,
Design valid for use only with Mllek:9 connectors.This design Is tined only upon parameters shown-and Is for an Indwidud!wilding component not
a truss system.Before use,the Lxrilding designer must verify the at plk:ab1IN of design parameters and properly incorporate This design Into the overall
b lding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIR**
Is always required for stability and to prevent collapse with possible personal hmirey and properly damage. For general guidance regardtrtg the
fotxicatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P1t Quality Criteria,058-89 and SCSI Building Component 1 6904 Parke East Blvd.
Safety Information available from Buss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. 1 Tampa.FL 33610 --_
Job • Truss TrussType 1 Qty Ply !Riverside Homes-La 20 ABCC-JB
J160226 FG03 PIGGYBACK BASE GIRDE 1
4 Job Reference(optional)
Manning Building Supplies,Jacksonville.FL.Kim Papizan 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 19 14:28:17 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH WYkzEzMm9S-ojTPBxJ Dpi UdcDOEdgXJtdUZYsITFVuOubgI RPzEWQy
2-0-02.10-12 7-5-13 12-0-15 16.8.0 20-5-9 1 24-1-7 i 27-11-0 129.7.01
' 2.0-00-10-2 4-7-1 4-7-1 4-7.1 3-9-9 3.7-13 3-9-9 1-8-0
4x10= 1.5x4 16x6= 8x8= Scale=1:72.8
6 7 8 23 9 10
6.00
3x8
�12 �
3x5 ii
4 � m
Z
4.5051 5,5,-,
4x4 j \
3 I \
cr1 O 1 R 1 ji t//
19 1824 25 17 26 16 27 28 2930 15 31 3214 3334 13 35 36 3712 11 39
4x10 5x5= 4x10= 8x8= 8x8= 6x8= 10x10 776x6=
5x6 I
3x6 II
1 2.0.02110-12 7-5-13 12.0.15 I 16.8.0 1 20-5-9 1 24-1a 1 27-11-0 129-7-01
2-0-00-10.2 4.7.1 4-7.1 4-7-1 3-9-9 3-7-13 3-9-9 1-8-0
Plate Offsets(X,V)-- [6:0-7-8,0-1-121,19:0.6-4,0-2-41,113:0-3-8,0-5-01,115:0-3-8,0-5-81,[16:0.4.0,0-6.01.117:0-3-8,0-2-01
LOADING(psf) SPACING- 2-0-0 CSL I DEFL. in (loc) Udell lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 1.00 i Vert(LL) -0.12 15-16 >999 240MT20 244/190
TCDL 7.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.31 15-16 >999 180 �
BCLL 0.0 * Rep Stress Ina NO WB 0.96 Horz(TL) 0.03 11 n/a rVa
BCDL 20.0 Code FBC2014/TPI2007 (Matrix-M) 1 Weight:1351 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except
BOT CHORD 2x8 SP No.1 D end verticals.
WEBS 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-15,7-14,8-13,9-12:2x4 SP No.1D,10-11:2x6 SP No.2 6-0-0 oc bracing:1-19,18-19.
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 10-11
2 Rows at 1/3 pts 9-12
T-Brace: 2x4 SP No.2-5-15,7-14
2x6 SP No.2-6-14,8-13
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131'x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 18=11537/0-5-8,11=10496/Mechanical
Max Horz 18=391(LC 8)
Max Uplift 18=-839(LC 8),11=-427(LC 8)
Max Gray 18=13644(LC 2),11=12128(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2234/115,3-4=-13316/324,4-5=-13114/359,5-6=-10147/352,6-7=-7285/293,
7-8=-7285/293,8-23=-5047/216,9-23=-5047/216,9-10=-1796/82,10-11=-9955/354 `,111111111///
BOT CHORD 18-19=-15/452,18-24=-378/1871,24-25=-378/1871,17-25=-378/1871,17-26=-536/11021, ,.�0 KS A. q ,III
26-27=-536/11021,16-27=-536/11021,16-28=-439!10778,28-29=-439/10778, `% Off` 1e ,moi
29-30=-439/10778,15-30=-439/10778,15-31=-303/8493,31-32=-303/8493, s% se ••••G E•N S••.'9
14-32=-303/8493,14-33=-177/5047,33-34—177/5047,13-34=-177/5047,13-35=-48/1376, �� k .' \.\ '''• L/ °I.
35-36=-48/1376,36-37=-48/1376,37-38=-48/1376,12-38=-48/1376 No 39380 •... 1.
WEBS 2-19=-2935/149,2-18=-132/2190,3-18=-9539/379,3-17=-168/9705,5-16=-68/5334, • •
5-15=-4602/265,6-15=-206/8872,6-14=-3645/153,8-14=-240/6996,8-13=-6837/362, •
9-13=-391/11078,9-12=-9243/404,10-12=-298/8716
�"0lic::::.,,:',411-:-.0-Ol-N-.*.A;w:C91.;.:;•1•Cf...•41;
• '
NOTES-
1) 'i -'_.
r •1)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: � �Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. ,. � ,Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 oc. ��Webs connected as follows:2x4-1 row at
Attach BC w/1/2"dram.bolts(ASTM A-307)iinOthe center of the member w/washers at 4-0-0 oc. 11E
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. Thomas A.Albanl PE No.39380
3)Unbalanced roof live loads have been considered for this design. MITek USA,Inc.FL Cert 6634
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.Ops1;h=25ft;B=451t;L=30th eave=oft;Cat. 6904 Parke East Blvd.Tampa FL 33610
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever lett and right exposed;end vertical left exposed;Lumber DOL=1.60 Date:
plate grip DOL=1.60 May 19,2016
5)Provide adequate drainage to prevent water ponding.
w,na asvron pays r--___.a..__._._ ._._r....._.._..._.._._..._._......_...._..__.._.............,....._...._.____,
0 WARNING-Wordy design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Md-7473 rev.ICV03/2016 BEFORE USE.
Design valid for use only with Mlleku connectors.lhls design Is based only upon parameters shown,and Is for an YxdMdual building component.not
a truss system.Before use,the building designer must verify the app Ilcablity of design rxxamelers and properly k orp rale this design Into the overall
building design. Bracing indicated Is to prevent buckling of In dM dual truss web and/or chord members only. Additional temporary and permanent bracing ' MiTek'
Is always required for stability and to prevent collapse with possde personal I nkxy and property damage. For general guidance regarding tun:
fabrk:atio n,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI i Quality Criteria,D58.89 and BCSI Building Component �., 6904 Parke East Blvd.
Soley Information available from truss Plate Institute,218 N.lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.Ft.33610
Job ' •Truss truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
J160?V26 '.FG03 PIGGYBACK BASE GIRDE �1
4
4 Job Reference(optional)
Manning Building Supplies.Jacksonville.FL.Kim Papizan 7.640 s Nov 10 2015 Wok Industries.Inc. Thu May 19 14:28:17 2016 Page 2
1D:CSsaV 1 cA8Cm_62nUHW YkzEzMm9S-ojTPBxJ DpiUdcDOEdgXJtdUZYsITFVuOubglRPzEwOy
NOTES-
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members,with BCDL=20.Opsf.
8)Refer to girder(s)for truss to truss connections.
9)Provide metal plate or equivalent at bearing(s)11 to support reaction shown.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 839 lb uplift at joint 18 and 427 lb uplift at joint 11.
11)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used In the analysis and design of this truss.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1834 lb down at 5-6-0,1834 lb down at 7-6-0,1834 lb down at 9-6-0,
1847 lb down at 11-6-0,1847 lb down at 13-6-0,1847 lb down at 15-0-0,1847 lb down at 17-0.0,1847 lb down at 18-6-0,1847 lb down at 20-6-0,1349 lb down at
22-6-0,1349 lb down at 24-6-0,1349 lb down at 26-6-0,and 1193 Ib down at 28-6-0,and 1450 Ib down and 528 lb up at 3-6-0 on bottom chord. The design/selection of
such connection device(s)is the responsibility of others.
13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-54,2-6=-54,6-9=-54,9-10=-54,11-20=-40
Concentrated Loads(Ib)
Vert:17=-1426(F)15=-1431(F)14=-1431(F)24=-1426(F)25=-1426(F)26=-1426(F)27=-1431(F)28=-1431(F)30=-1431(F)31=-1431(F)34=-1264(F)35=-1264(F)
37=-1264(F)39=-1193(F)
a
pin
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE
Design valid for use only with Mlloko connectors.this design is based only upon parameters shown.and Is Ion tan Individual building component,not
a buss system.Before use,the bulking designer must verily the applicability of design parameters and properly Incorporate this design Into the overall
briding design. Bracing Indicated Is to prevent buckling of Individual Inas web and/or chord members only.Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal k*ay and property damage. for general guidance regarding the
fabrication,storage.deltVery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bald.
Sally Information available from Truss Plate Institute.218 N.Lee Street,Stile 312.Alexandria,VA 22314. Tampa.FL 33610
Job Fruss I Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662519
J16%226 A01 ROOF SPECIAL GIRDER 1 A
G Job Reference(gitiona)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 Miaek Industries.Inc. Thu May 19 11:35:57 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-10gJcE99tJCIVvg6VZpJC7DeQIjoZ4YRCu59XkzEyyW
11-9-01 6-9-0 I 11-2-0 I 15-5-4 1 22-0-8 I 28-7-12 32-11-0 I 37-4-0 42-4-0 .44-4-01
1-9-0 5-0-0 4-5-0 4-3-4 6-7-4 6-7-4 4-3-4 4-5-0 5-0-0 1 2-0-0
Scale=1:80.1
NAILED NAILED NAILED NAILED
NAILED NAILED NAILED NAILED NAILED NAILED
5x8=
�. 8.00 12 NAILED 1.5x4 I 3x8= NAILED 5x5= NAILED 4x10-NAILED 1.5x4 II 5x8=
_ 3 29 4 30 31 5 32 33 34 35 36 6 37 38 39 740 41 42 8 43 9
11 4.50112 7� w vi n • \ an n tc " " " rr n
rd 5x8%
5x12
m 2 / / ,10
ro
+0
A . \ 11
-- � It- lb
o .. o
20 19 qq 45 18 46 17 47 48 49 50 76 51 52 53 15 54 55 14 56 13 57 12
3x8 11 4x4=NAILED 3x8 5x5 NAILED 4x10= NAILED 5x5= NAILED 4x10= 4x4= 3x5 II
1.5x4 I NAILED NAILED NAILED NAILED NAILED NAILED 1.5x4 I
NAILED NAILED NAILED NAILED
11.9.0 i 6-9-0 I 11-2-0 I 15-5-4 1 22-0-8 28-7-12 I 32-11-0 I 37-4-0 I 42-4-0 144-4-0
1-9-0 5-0-0 4-5-0 4.9.4 6-7-4 1 6-7-4 4-3-4 4-5-0 5-0-0 2-0-0
Plate Offsets(X,Y)•- [1:0-2-12,0-2-81,[2:0-6-0,0-2-41,[3:0.6-4,0-2-4],[6:0-2-8,0-3-0],[9:0-6-4,0-2.41,111:0-1-8,0-2-2],[15:0.2.8,0.3-41,[17:0-2-8,0-3-0]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in 00c) Weft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 ITC 0.53 Vert(LL) 0.12 16-17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.24 16-17 >999 180 I
BCLL 0.0 • Rep Stress Ina NO WB 0.80 Horz(TL) 0.05 15 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:523 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-16,7-16
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
SLIDER Left 2x6 SP No.2 1-7-10,Right 2x4 SP No.2 1-10-7 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 1=1949/0-3-0,11=557/0-5-8,15=4886/0-5-8
Max Horz 1=-118(LC 6)
Max Uplift/=-1030(LC 8),11=-253(LC 8),15.2654(LC 8)
Max Gray 1=1956(LC 17),11=566(LC 18),15=4886(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1206/640,2-3=-3142/1735,3-29=-2981/1725,4-29=-2981/1725,4-30=-2981/1725,
30-31=-2981/1725,31-32=-2981/1725,5-32=-2981/1725,5-33=-1128/698,
33-34=-1128/698,34-35=-1128/698,35-36=-1128/698,6-36=-1128/698,6-37=-1128/698,
37-38=-1128/698,38-39=-1128/698,7-39=-1128/698,7-40=-228/555,40-41=-228/555,
41-42=-228/555,8-42=-228/555,8-43=-228/555,9-43=-228/555,9-10=-664/392,
10-11=-390/178
BOT CHORD 1-20=-1456/2773,20-44.1478/2794,19-44=-1478/2794,19-45=-1354/2596, �
18-45=-1354/2596,18-46=-1439/2775,46-47=-1439/2775,17-47.1439/2775, ,���.01111111i.S A �I��
17-48=-1439/2775,48-49=-1439/2775,49-50=-1439/2775,16-50=-1439/2775, `%%Off.. .......Aje ,Ia,
16-51=-2145/1240,51-52=-2145/1240,52-53=-2145/1240,15-53=-2145/1240, •% �. E Ns•• '9
15-54=-2145/1240,54-55=-2145/1240,14-55=-2145/1240,14-56=-290/526, .� A. •••V •••,L/ °•
13-56=-290/526,13-57=-399/872,12-57=-399/872,11-12.391/874 N 0 39380 ••
WEBS 2-19=-359/248,3-19=-414/941,3.18-336/586,4-18=-390/327,5-18=-191/310, •
I.
5-17=-55/528,5-16=-2008!1102,6-16=-642/542,7-16=-2146/3930,7-15=-4457/2579, •
* •
_�
7-14=-1254/2325,8-14=-380/321,9-14=-1520/821,9-13=-444/1031,10-13=-411/226 -
13: / Z
NOTES- %AP.4.`T• E.-Qf' •• /
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: • G I0-- -
Top chords connected as follows:2x4-1 row at 1-0-0 oc. 0� 0 R 1 O•i,t\, ,,�
Bottom chords connected as follows:2x4-1 row at 0-8-0 oc. moi• •
``S•• ,•
Webs connected as follows:2x4-1 row at 1-0-0 oc. ♦ S • •.• • •
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 lIs��0 N A' ��s%
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. Thomas A.Albans PE No.39380
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psf;h=2511;B=4511;L=4411;eave=5ft;Cat.II; MITekUSA,Inc.FLCert6634
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.60 6904 Parke East Blvd.Tampa FL 33610
plate grip DOL=1.60 Date:
5)Provide adequate drainage to prevent water ponding. May 19,2016
61,1-6§45r6R laptpen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1e9312015 BEFORE USE.
Design valid to use only with MITek:N connectors.this design Is based only upon parameters shown.and Is to an Indivlax>I Landing component,not
a hum system.Before use,the LrtildIng designer must verity the applicability of design parameters and properly incoporoIu this design Into the overall
building design. Bracing indicated Is to prevent buckling or IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k-
ls always required for stability and to prevent colapse with possible personal Injury and property damage. For general guidance regardng the 6904 Parke East Blvd.
fabrication.storage.delivery.erection and bracing of trusses and truss systems.seoANSU1P11 Quality Criteria,DSB-89 and BCSI Bulldog Component
Safety Information avdlable horn buss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Riverside Homes-Lot 20 ABCC-JB
T8662519
J160926 A01 ROOF SPECIAL GIRDER 1
1 I 2 Job Reference(optional)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:35:57 2016 Page 2
I D:CSsaV1 cABCm_62nU H W YkzEzMm9S-10gJcE99tJCfVvg6VZpJC7DeQljoZ4YRCu59XkzEyyW
NOTES-
7)*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.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1030 lb uplift at joint 1,253 lb uplift at joint 11 and 2654 lb uplift at joint 15.
9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)287 lb down and 327 lb up at 6-9-0,and 286 lb down and 326 lb up at
37-4-0 on top chord,and 306 lb down and 195 lb up at 6-6-14,404 lb down and 239 lb up at 6-11-2,and 439 lb down and 249 lb up at 37-1-2,and 332 lb down and 203 lb up
at 37-6-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,3-9.54,9-10=-54,10-11=-54,21-25=-20
Concentrated Loads(lb)
Vert:3=-82(B)9=-82(B)19=-404(B)18=-94(B)4=-79(B)8=-79(B)14=-103(B)13=-439(B)29=-79(B)31=-79(B)32=-79(B)33=-79(B)34=-79(B)36=-79(B)37=-79(B)
38=-79(B)39=-79(B)40=-79(B)41=-79(B)43=-79(B)44=-306(B)45=-94(B)46=-94(B)47=-94(8)48=-94(B)49=-94(B)50=-94(B)51=-94(B)52=-94(B)53=-94(B)
54=-103(B)55=-103(B)56=-103(B)57=-332(B)
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mir-7473 rev.10032015 BEFORE USE.
Design valid for use only with Mtlek&connectors.this design Is LKae d only utxn parameters shown,and Is for an Individual Io ldir>Eg component,not
a truss system.Before use.the blldng designer must vestry the ar4illcabllry of design parameters and properly Incaporalo this design Into the overall
lulling design. WacIng Indicated Is to prevent buckling or Iry Mdual truss web and/or chord members only. AdaBonal temporary and permanent bracing M iTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadrlg the East Blvd.
fabrication.storage,delivery.erection and bracing of trusses and truss systems.SeeANSI/lPParke6904
11 Quality Criteria,DSB-89 and BCSI Building Component Tampa.04 FL 33610
Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314.
9
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662520
J160Q26 A02 Roof Special 1 1
Job Referencetvoptional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Thu May 19 11:35:59 2016 Page 1
ID:CSsaV 1 cA8Cm_62nU HW Yk2EzMm9S-zPy31 wBPPwSNICgVc_rnHYJxNYPhI OOkgCaGcdzEWU
,1-9-0I 8-9-0 15-5-10 22-0-8 + 28-7-6 f 35-4-0 _�_ 42-4-0 {44-4-0 I
1-9-0 7-0-0 6-8-10 6-6-14 6-6-14 6-8-10 7-0-0 2-0-0
Scale=1:80.8
5x8= 1.5x4 II 3x8= 6x6=
558=
3 2627 4 28 5 29 6 30 31 7 8.00 12
\ \
4.5012
ere 32
25
Sx12
2 8 :-
to
R g
33 34 a5 36
16 15 14 13 12 11 10
454= 5x8= 1.5x4 I 5x8= 4x4= 3x5
3x8 II 1.5x4 I I
1.5x4 I
1.9.0 8-9-0 15-5-10 22-0-8 28-7-6 28- -12 35-4-0 42-4-0 44-4-0
{ I I I I
11.9.0} 7-0-0 6-8-10 6-6-14 6-6-14 6-8-4 7-0-0 2-0-0
Plate Offsets(X,Y)-- [1:0-2-12,0-2-81,12:0-6-0,0-3-4L 13:0-6-4,0-2-41,17:0-6-4,0-2-4119:0-1-8,0-2-21,[12:0-4-0,03-0],[14:0.4.0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
1.25TC 0.75 Vert(LL) -0.07 15 16 >999 240 fu1T20
244/190
TCLL 20.0 Plate Grip DOL
TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.20 15-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.65 Horz(TL) 0.05 9 rile rVa
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:259 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-7-12,5-12,3-14
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
SLIDER Left 2x6 SP No.2 1-7-10,Right 2x4 SP No.2 1-10-7 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing '
be installed during truss erection,in accordance with Stabilizer
Installation guide. '
REACTIONS. (lb/size) 9=267/0-5-8,1=886/0-3-0,12=2127/0-5-8
Max Horz1=-159(LC 10)
Max Uplift9=-85(LC 12),1=-313(LC 12),12=781(LC 12)
Max Grav9=295(LC 22),1=903(LC 21),12=2127(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-26=-921/493,26-27_921/493,4-27=-921/493,4-28=-921/493,5-28=-921/493,
5-29=-234/799,6-29=-234/799,6-30=-234/799,30-31=-234/799,7-31=-234/799,
I 2-32=-1187/476,3-32=-1085/497,1-2=-335/138
BOT CHORD 1-16=-562/1492,15-16=-579/1491,15-33=-265/994,14-33=-265/994,14-34=-57/402, `,41%%l i i hili.
WEBS 8 10=0/266,13-34=-57/48-11=-645/342,02,7-11=-35/352,7-125=-57/402,'-996/434,6-12-396/2676!529 `,,s0-APS• A.q��IIII
5-12=-1535/631,5-13=0/289,5-14=-341/761,4-14=-391/265,3-15=-15/349, •%�� ." •V\ ....-6
ENS'•••92'0
2-15=-592/318,2-16=0/264 • V'
No 39380
NOTES- •
I.
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=44ft;eave=5ft;Cat.II; = .
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 1-9-0,Interior(1)1-9-0 to 8-9-0,Exterior(2)8-9-0 to 39-9-3, :"a: •
Interior(1)39-9-3 to 42-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& = • „,T• a
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i tyam �"-1
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. ,,4,�' •<..R,�•�C-•s•
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 II S/ ,%
•
fit between the bottom chord and any other members,with BCDL=10.0psf. I,,Ii. N A;"Milli"-
6)
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 9,313 lb uplift at joint 1
and 781 lb uplift at joint 12. Thomas A.Albans PE No.39380
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. MITek USA,Inc.FL Cert 6634
8)Warning:Additional permanent and stability bracing for truss system(not pan of this component design)is always required. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
t
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. MI
Design valid for use only with Mitek®connectors.this design Is based only upon txxarneters shown,and is for an IndMdrlal bulding component not
o truss system.Before use,the bolding designer must verily nue applicability of design parameters and properly incorporate this design Into the overall
building design. Rachg Indicated
Is to prevent txlcWing 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 Wry and properly damage. For general guidance regordirng the
labrtcatkrn.storage,delivery,erection and bracing of trusses and taus systems,se0ANSI/IPI I Quality Crtlerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Inform:Non available from lens Plate Institute,218 N.Lee Street Suite 312.Alexarldrks,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB 1
T8662521,
J160.226 A03 Roof Special 1 1
Job Reference(optional) 1
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:00 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUH WYkzEzMm9S-RbW SEGC 1 AEaENMPhAhM0gmr94yjlmP2tvsJp83zEyyT
I 1-9-0 I 6-3-0 10-9-0 1 15-5-4 1 22-0-8 [ 28-7-12 1 33-4-0 37-10-0 I 42-4-0 144-4-0 i
1-9-0 4-6-0 4-6-0 4-8-4 6-7-4 6-7-4 4-8-4 4-6-0 4-6-0 2-0-0
Scale=1:80.8
5x5= 5x5= 1.5x4 I 3x5=
8 5x5=
4 27 5 28 29 6 30 7 31
Ci _ .. `r 8.00 12
1.5x4 II \ / 1.5x4 II
9
Vi 4.5012 M
vN
r 5x8 5x12 S 1;
2 10
18 17 32 33 t6 34 15 35 14 36 37 13 12
4x10= 6x6= 4x10= 6x6= 4x10= 3x5 II
3x8 II 1.5x4 II
1.5x4 Ii
11-9.01 6-3-0 15-54 I 22-0-8 I 28-7-12 I 37-10-0 . 42-4-0 144.4-01
1-9-0 4-6-0 9-2-4 6-7-4 6-7-4 9-2-4 4-6-0 2-0-0
Plate Offsets(X,Y)-- [1:0-2-12,0-2-81,12:0-6-0,0-2-41,14:0-2-8,0-1-131,15:0-2-8,0-3-01,18:0-2-8,0-1-131,[11:0-1-8,0-2-21,[14:03.0,Edge),116:0-3-0,0-3-41
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 j TC 0.56 Vert(LL) -0.20 16-17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.44 16-17 >782 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 14 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:280 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-8-14,7-14,5-15,4-16
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131'x3")
SLIDER Left 2x6 SP No.2 1-7-10,Right 2x4 SP No.2 1-10-7 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=250/0-5-8,1=890/0-3-0,14=2141/0-5-8
Max Horz 1=-200(LC 10)
Max Uplif11l=-78(LC 12),1=-314(LC 12),14=-787(LC 12)
Max Grav11=291(LC 22),1=948(LC 17),14=2226(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 8-9=-318/210,4-27=-826/450,27-28.826/450,5-28=-826/450,5-29=-345/257,
6-29=-345/257,6-30=-345/257,7-30=-345/257,7-31=-150/693,8-31=-150/693,
2-3=-1435/537,3-4=-1500/710,1.2=-536/207
BOT CHORD 16-34=411555/882,15-34=-155/882,15-35=-696/434,14-35=-696/434,14-36=-33 244, •4S t r.S+A++r+,'1,,
36-37=-333/244,13-37=-333/244,12-13=-112/383,11-12=-110/385 ���cp.:.P.........• ' 19 "i
WEBS 10-13=-290/199,9-13=-375/290,8-13=-332/724,8-14=-815/382,7-14=-1307/665, .% \>• •• G ENS l j.'..
7-15=-577/1393,6-15=-364/246,5-15=-804/290,5-16=0/335,4-17=-331/719, 0 '•••. •
3-17=-380/293 . •
No 393. 80
•
NOTES- •
1)Unbalanced roof live loads have been considered for this design. •
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=450;L=44ft;eave=5ft;Cat.II; :'O• •
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-9-0,Interlor(1)1-9-0 to 10-9-0,Exterior(2)10-9-0 to • •= • - •;�l/:
37-10-0,Interior(1)37-10-0 to 42-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and 0 t� Iv-� �1 • 414
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 moi,,. 8..
R 1�� .�\``��
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. , ass/ ���
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 �/1'411111110-
fit
,,�N A;���,,,
fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 11,314 lb uplift at joint 1 Thomas A.Albans PE No.39380
and 787 lb uplift at joint 14. MlTek USA,Inc.FL Cert 6634
7)"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
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date:
May 19,2016
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10'0312015 BEFORE USE.
Design valid for use only with MI Icko 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 pxsarneters and properly Incorporate this design Into the overall
bulking design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent tracing Mei(
Is always required for stabllry and to prevent collapse with possLle personal Injury and property damage. For general gukkrice regarding the East BN
Parked.
fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 690469 P.FEt B0 �
SdNy Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Nexandrla,VA 22314.
Job -Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC•JB
T8662522'
J164p26 A04 Rool Special 1 1
Job Reference(optional) ,•
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu Mey 19 11:36:01 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-wn3gScCixYi5_WztkPuFMzOHUM3TVwW 17W3NgVzEyyS
11.9-0 I 7-3.0 I 12-9-0 I 18-11-5 I 25-1-11 31-4-0 36-10-0 42-4-0. I444-0 I
1-9-0 5.6.0 5-6-0 6-2-5 6-2-5 6-2-5 5-6-0 5-6-0 2-0-0
Scale=1:80.8
5x5=
3x4= 3x4= 7 5x5=
4 27 528 6 29
•'a
:: �4x4 i6AAAAb7\L . 10 rasp
17 16 31 32 15 33 34 14 35 36 t3 37 38 12 11
3x4= 5x5= 3x4= 6x6= 3x4= 3x4—3x5 I
3x10 •I
3x4=
11.9.0, 8-7-2 i 15-5-4 I 22-0-8 I 28-7-12 t 35-5-14 I 42-4-0 {444-0 I
1.9-0' 6-10-2 6-10-2 6-7-4 6-7-4 6-10-2 6-10-2 2-0-0
Plate Offsets(X,Y)•• [2:0.6-0,0-2-41,14:0-2-8,0.1-131,17:0-2-8,0-1-131,110:0-1-8,0-2-21,[13:0-3-0,03=41,[15_0-2_8,0-3-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 15-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.26 16-17 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.03 1 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:289 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-7-13,6-13,5-14,4-15
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3')
SLIDER Left 2x6 SP No.2 1-7-10,Right 2x4 SP No.2 1-10-7 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=151/0-5-8,1=825/0-3-0,13=2305/0-5-8
Max Horz1=-243(LC 10)
Max Uplittl0=-65(LC 21),1.290(LC 12),13=-846(LC 12)
Max Grav10=223(LC 22),1=887(LC 17),13=2389(LC 18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 9-10=-400/104,7-26=-38/478,8-26=-52/369,8-9=-516/196,4-27=-585/366,
5-27=-585/366,6-29=-168/799,7-29=-168/799,2-3=-18081756,3.30=-1189/553,
4-30=-1110/577,1-2=-1471/549
BOT CHORD i.
15-33=`73/464,33-34/1610, =-3/64,14-34=-73/464, 4 3540, =-22/282,35-36=-522/282,/740, `0" p.,S A11A lit
13-36=-522/282,13-37=-630/368,37-38=-630/368,12-38=-630/368,11-12=-288/150, ,� O B4. ,
10-11=-95/369 •: \X ,•'.G•E N S'•. ,,L,i�
WEBS 9-11=-299/233,8-11=-268/583,8-12=-478/329,7-12=-300/668,7-13=-1000/476, •' V F '•-
6-13=-1407/619,6-14=-342/1067,5-14=-822/385,5-15=-138/525,4-15=-314/177, •• No 39380 • .
4-16=-307/680,3-16=-470/325,3-17=-294/650,2 17=-702/404 • * �" ••
•
NOTES- —
1)Unbalanced roof live loads have been considered for this design. ...:"O. • I
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=44ft;eave=5f1;Cat.II; '• T. i. - �;J[/�
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0.0 to 1-7-4,Interior(1)1-7-4 to 12-9-0,Exterior(2)12-9-0 to .0'13—v_,,,.-0 - 4.
35-9-3,Interior(1)35-9-3 to 42-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and 0� • O R0)...4 • \•b•,
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .j C?
3)Provide adequate drainage to prevent water ponding. '•SSS• �� 0
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I4,O N Al-1`1 ',`���
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members,with BCDL=10.Opsf. Thomas A.Alban)PE No.39380
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 lb uplift at joint 10,290 lb uplift at joint 1 MITek USA,Inc.FL Cert 6634
and 846 lb uplift at joint 13. 6904 Parke East Blvd.Tampa FL 33610
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Date:
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. May 19,2016
Continued on page 2
A WARNING•Varity deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rw.10132015 BEFORE USE. N.
Design valid for use only with Mnekt:connectors.this design Is based only upon parameters shown,and Is for ori indMdual building component,not
a truss system.Before use,tine Fxdlding designer must verily the(ippllcatNity of design txxameters and properly incorporate this design Into the overall
txidlrsg design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional ternlxrary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal int ry and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVFPI I Quality Criteria,DSB-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 fruSS Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
78662522
J1608226 A04 Roof Special 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MTek Industries.Inc. Thu May 19 11:36:01 2016 Page 2
I D:CSsaV1 cA8Cm_62nUH W YkzEzMm9S-wn3gScCixYi5_WztkPuFMzOHUM3TVwW 17W 3NgVzEyyS
1 �
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7073 rev./0N3/2015 BEFORE USE.
Design valid for use only with MITek'connectors.This design is based only upon parameters shown,and Is for an Individual building corntx>nent.not
a truss system.Before use,the briding designer must verily the pik i lly of design parameters and properly incorporate this design Into Ite overall
building design. Bracing indicated Is to prevent heckling of Individual truss web and/or chord members only.Additional lermrxxay and permanent bracing MiTek
Is always regrired tot stability and to prevent collapse with possible personal Injury and properly damage. For general grida co regarding the
fabrication,storage.delivery,erection and bracing of trusses and buss systems.seeANSI/TPI1 Quality Criteria,D58-89 and BCSI 8ulidng Component 6904 Parke East Blvd.
Safety Information ovcilable from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job , Truss Truss Type Oty Ply Riverside Homes-Lot 20 ABCC•JB
76662523
J160e26 A05 Roof Special 1 1
Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:02 2016 Page 1
ID:CSsaV1 cA8Cm_62nUH W YkzEzMm9S-O_dC1yDHirgycgY316PUvBx09mSN ERPAMAowDyzEyyR
2-0-0{ 8-6-0 } __ 15-0-0 i 22-3-8 29-7-0 ____f36.1-0 I 42-7-0 I
6-6-044-7-0.
2-0-0 6-6-06 7-3-8 7-3-8 6-6-0 6-6-0 2-0-0
Scale=1:82.2
5x8=
1.5x4 II 5x8=
1
4 27 5 28 6
�.
8.00 12 \ /
3x5 i 26 29 3x5��
3 7
m
4.50112
/ c
5x12
5x12
2 8
m 1� \- \ / 1 / `"�� 9 m
o • ••
17 16 15 14 12 11 10
4x4- 5x5— 30 3x8= 31 3x5 II
5x5= 4x4=
3x5 II 1.5x4 1
1.5x4 II
12.0.0 , 8-6-0 15-0-0 I 22-3.8 29-1-8 29.I-0 36-1-0 42-7-0 144.7.01
2-0-0 ' 6-6-0 6-6-0 7-3-8 6-10-0 0-5-8 6-6-0 6-6-0 2-0-0
Plate Offsets.(X,Y)-- (1:0-1-8,0.0-101,14:0-6-4,0-2-4],(6:0-6-4,0-2-41,1%0-1-8,0-2-a 112:0-2-8,0-3-01,115:0-2-8,0-3-01
LOADING(psi) SPACING- 2-0-0 CSI, DEFL. in (loc) Udell Ud i PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.09 14-15 >969 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.16 14-15 >547 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:287 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 6-0-0 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-15,4-15,4-14,5-14,6-14,
OTHERS 2x4 SP No.2 6-12,7-12
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer i
Installation uide. __. _i
REACTIONS. All bearings 29-1-8 except(jt=length)9=0-5-8,13=0-3-8.
(Ib)- Max Horz 1=282(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)1 except 1.142(LC 10),9=-187(LC
12),15=130(LC 12),17=-134(LC 12),16=-121(LC 12),14=535(LC 12),
13=-102(LC 12)
Max Gray All reactions 250 lb or less at joint(s)1 except 9=556(LC 22),15=547(LC
17),17=432(LC 17),16=388(LC 21),14=1250(LC 1),13=560(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ```‘I1 �!/���
TOP CHORD 4-26=0/257,4-27=0/321,5-27=0/321,5-28=0/321,6-28=0/321,7-8=-608/232 •• 00
NS A. ,q ///�
BOT CHORD 15-30=-351/270,14-30=-351/270,11-12=-73/437,10-11=-325/881,9-10=-316/885 `• 0�+"....•••.. 4.e ee
WEBS 2-17=-291/192,3-16=-267/157,3-15=-294/210,4-14=-303/176,5-14=-457/311, `��� s .•";G E N S•• '9jL�ii
6-14=-540/286,7-12=-699/358,7-11=-19/359,8-11=-505/269 • ••• _ F••'. i
NOTES- •
No 39380
1)Unbalanced roof live loads have been considered for this design. •
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psi;h=25ft;B=45ft;L=45ft;eave=511;Cat.II; . • •
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2)15-0-0 to :"0: _ + ►
34-0-8,Interior(1)34-0-8 to 42-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ' - • •T. ► • IL!
forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i 0 ' _�-��c .•• •0�
3)Provide adequate drainage to prevent water ponding. •:;,-4•,•-., .• O.•.• ::
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4,\ i ........R 1of %•
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
/j S'/ �� �
fit between the bottom chord and any other members,with BCDL=10.0psf. /�. N 15```�•�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=142,
9=187,15=130,17=134,16=121,14=535,13=102,1=142. Thomas A.Alban'PE No.39380
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. MITek USA,Inc.FL Cert 6634
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
4 I
0 WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED Mr1EK REFERANCE PAGE MB-7473 rev.(0102/1015 BEFORE USE. __
Design valid for use only with Mitres connectors.Ibis design is based only upon parameters shown,and Is for an individual building component,not •
a truss system.Before use,the building designer must verity the applkabllty of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent truckling 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 inkury and properly damage. For general guidance regarding the 6904 Parke East Blvd.
fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Cuaaty Crlterh,DSB-89 and SCSI Building Component
Safety information ave noble from truss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
•
Job i Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662524
J1601126 I A06 PIGGYBACK BASE 4 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:03 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-sABatlEvT9ypEg7GrpwjROTa39kHznhKbgYTIOzEyyQ
,,,_k_0-01 9-4-0 I 16-8-0 _22.3-8-_--I 27-11-0 1 35.3-0 42-7-0 144.7-01
2-0-0 7-4-0 7-4-0 5-7-8 5-7-8 7-4-0 7-4-0 2-0-0
Scale=1:81.9
5x5= 1.5x4 II
6 5x5=
4 26 27 5 28 29
8.00 LIZ
30
2NN5sN.NNN...
3x5 3x5
3 7
I 4.50 12
5x12%
Sx12
p , 8
co
q I4 �. �� — !\ 9 _ab
.. o :: 0
16 15 14 31 32 13 33 34 12 11 10
3x8 I I
3x8 II 4x4= 6x6— 4x10= 6x6_ 4x4= 1.5x4 I
1.5x4 11
j 2-0-0 i 9-4-0 I 14-4-4 22-3-8 j 30-2-12 1 35.3-0 42-7-0 144.7-0
2-0-0 7-4-0 5-0-4 7-11-4 7-11-4 5-0-4 7-4-0 2-0-0
--- -------------
Plate Offsets(X,Y)-- [4:0-2-8,0-1-131,[6:0-2-8 o_1-131_
LOADING(psi) SPACING- 2-0-0 CS!. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.31 13-14 >999 180
BCLL 0.0 " Rep Stress!nor YES WB 0.89 Horz(TL) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:296 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.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-12,6-13,5-13,4-13
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 I MiTek recommends that Stabilizers and required cross bracing I
be installed during truss erection,in accordance with Stabilizer
Installation guide. _._ 1
REACTIONS. (lb/size) 9=232/0-5-8,1=977/0-5-8,12=2090/0-3-8
Max Horz 1=316(LC 11)
Max Uplift9=-60(LC 12),1.340(LC 12),12=-786(LC 12)
Max Grav9=305(LC 22),1=1008(LC 17),12=2097(LC 18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 6-25=-62/650,7-25=-82/462,7-8=-95/323,4-26=-424/366,26-27=-424/366,
5-27=-424/366,5-28=-424/366,28-29=-424/366,6-29=-424/366,2-3=-1392/547,
3-30=-1028/501,4-30=-924/531,1-2=-435/195
BOT CHORD 1-16=-603/1925,15-16=-616/1923,14-15=-330/1302,14-31=-99/756,31-32=-99/756,
13-32=-99/756,13-33=-404/278,33-34=-404/278,12-34=-404/278,10-11=-112/514,
9-10=-103/528
WEBS 8-10=0/304,8-11=-582/289,7-11=-10/311,7-12=-699/378,6-12=-1618/650, `,‘11111111111I
6-13=-424/1188,5-13=-338/223,4-13=-539/233,4-14=-267/712,3-14=-723/389, S% *-1k
PS A. q ��j,
3-15=-20/329,2-15=-651/321 ♦S Qr` `e 'jI
NOTES :s•k�•` �• �G•E N S'�."92/"1.
1)Unbalanced roof live loads have been considered for this design. No 39380 • --
2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45ft;L=4511;eave=51t;Cat.II; -
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 16-8-0,Exterior(2)16-8-0 to
32-4-8,Interior(1)32-4-8 to 42-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and _
forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ''0% e
3)Provide adequate drainage to prevent water ponding. i,jQ.6` l". •h, ::
4)
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - r� dr.- .:��/;
5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in alt areas where a rectangle 3-6-0 tall by 2-0-0 wide will i.-•c 4 O R ,Q•••• :
fit between the bottom chord and any other members,with BCDL=10.Opsf. .jc•••'•. r •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=1b)1=340 'Iiss/p N AL EC.�`�♦
,12=786. 111fIt111111��`
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
f
0 WARNING•Verify design parameter.and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE M9.7473 rev.10/03/2015 BEFORE USE. NI
Design valid for use only with Millet connectors.INs design Is based only upon parameters shown,and Is for an Individual building component.not i
a truss system.Before use-the balding designer must verity the applicability of design parameters and properly incorporate this design into the overall
bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Adchikatal 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/IPI1 Qualty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available horn Utrss Plate Institute.218 N.Lee Street.Stifle 312.Nexanndrla,VA 22314. Tanya.FL 33610
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
: 78662525:
J164226 A07 PIGGYBACK BASE 4 1 Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MTek Industries,Inc.Thu May 19 11:36:05 2016 Page 1
ID:CSsaVIcA8Cm_62nUHWYkzEzMm9S-oZJLHzFA?mCWT7HezEyBXpZw2zPnRNc281apGzEyyO
0•5-ef3-0-o, 10-4-0 15.4.4 I17-8-0 23-3-8 I 28-11-0 131-2-12. 36-3-0 I 43-7-0 145.7-0.
'i-5-81$$' 7-4-0 5-0-4 2-3-12 5-7-8 5-7-8 2-3-12' 5-0-4 7-4-0 2-0-0
5x5= Scale=1:92.2
2x4 11 6x6=
5 25 26 6 2728 7
a
8.00 Fl
24 29
3x5 3x5
4 8
q cc;
4.50 I
5x5
5x12
3 9
2
6 -0°,--41744111. - rz " 10 1' lm
a
18 17 16 15 30 31 14 32 33 13 12 11 g
19 8x10= 5x5_ 5x5= 4x10-= 6x6= 5x5= 5x5 II
8x8 3x5= 2x4 II
4.5012
1-5-8:4-0-0 10-4-015-4-4 17$-0 23-3-8 28-11-0 31-2.12 36-3-0 43-7-0 45.7-0
I-5$11$$1 7-4-0 I 5-0-4 12-3-12 I 5-7-8 1 5-7-8 12$-121 5 0-4 1 7-4-0 l 2_0.0
Plate Offsets(X,Y)-- [[5:0.2-8,0-1-131,(7:0-3-12,0-2-01,(10:Edge,0-5-12],[15:0-2-8,0_3-0],[18:0-5-8 0-2.8],119:0-2-8,0-2-12]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.16 14-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.35 14-15 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.85 Horz(TL) 0.09 13 n/a Na •
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:301 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
SLIDER Right 2x4 SP No.2 1-10-7 WEBS 1 Row at midpt 3-16,6-14,7-14,5-14
2 Rows at 1/3 pts 7-13
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide_____-
REACTIONS. (lb/size) 19=958/0-5-8,10=113/0-5-8,13=2291/0-3-8
Max Horz 19=-341(LC 10)
Max Upliftl9=-332(LC 12),10=-110(LC 21),13=-860(LC 12)
Max Grav19=985(LC 21),10=240(LC 22),13=2296(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-19=-1019/406,1-2=-2119/788,2-3=-2421/892,3-4=-1399/550,4-24=-975/481,
5-24=-871/512,5-25=-335/326,25-26=-335/326,6-26=-335/326,6-27=-335/326,
27-28=-335/326,7-28=-335/326,7-29=-155/875,8-29=-175/713,8-9=-170/578
BOT CHORD 18-19=-312/415,17-1B=-721/2209,16-17=-836/2541,15-16=-333/1311,15-30=-86/697,
30-31=-86/697,14-31=-86/697,14-32=-526/332,32-33=-526/332,13-33=-526/332, i%%%m1111111/
12-13=-392/249,11-12=-155/407,10-11=-133/422 ,54% �p N.S A. q 4i,
WEBS 1-18=-660/1811,2-18=-266/43,2-17=-123/431,3-16=-1246/541,4-16=-55/388, •% 0``r'••.•••••. �e 'i
8-12=-8/308,9-12=-572/285,9-11=0/316,6-14=-338/223,7-14=-462/1296, •s NZ% .•'fi E N d'-.14.,••.
7-13=-1859/736,8-13=-695/377,5-14=-646/270,5-15=-290/779,4-15=-785/418 V 6 .•. .•
No 39380 '
NOTES- •
* '
1)Unbalanced roof live loads have been considered for this design. -
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=46ft;eave=6ft;Cat.I1; = •
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-0-0,interior(1)3.0-0 to 17-8-0,Exterior(2)17-8-0 to
33-5-11,Interior(1)33-5-11 to 43-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and I..;411, � • - ;•!Q
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 =0-0,,,,i3O
�!� �r-_i 1�; •
3)Provide adequate drainage to prevent water ponding. A
4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �4\ v •.�R �' •`C?`s s
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 �j tSi �` ��
fit between the bottom chord and any other members,with BCDL=10.0psf. I�110 N A;Ik��,,
6)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface. Thomas A.Albani PE No.39380
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=332, MITek USA,Inc.FL Cert 6634
10=110,13=860. 6904 Parke East Blvd.Tampa FL 33610
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Date:
May 19,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.1083!2015 BEFORE USE.
Design valid for use only with Mllekti connectors.Ods design Is bused only upon parameters shown.and Is for an IndMdual building component.not
a truss system.Before use,the building designer must verlfy the applicabilty 01 dr:ski n parameters and properly hcorl x)rato this design into the overall
building design. Bracing Indicated Is to prevent budding W Mc9viduual truss web and/or chord members only.Adaiorxi temporary and permanent bracing MTek*
is always requked for stability and to prevent collapse with possible personal inlay and properly damage. For general gtidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and Inns systems,seeANSI/1Pli Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Plate institute,218 N.lee Street.Suite 312.Alexondtia,VA 22314. Tampa.FL 33610 - .
Job Truss Truss Type !Qty Ply Riverside Homes•Lor 20 ABCC-JB
T8662526
J16%226 A08 PIGGYBACK BASE �2 1 Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:05 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-oZJLHzFA1mCWT7HezEyBXpZwnzQORj7c281 apGzEyyO
I 2-0-0 9-4-0 16-8-0 __ 22-3.8 l 27-11-0 ,•29.5
2-0-0 ' 7-4-0 7-4-0 5-7-8 5-7-8 1.6.8
4x7- 1.5x4 II 5x5= Scale=1:66.6
4 18 5 19 6 7
i \4 II
17
8.00 12
3x5 i
.-
O
4.50112
5x12 i !'
`1 ; 1
O
12 11 20 10 21 9 22 23 8
5x5 11
1.5x4 I 4x4= 5x5= 4x10= 6x6
2-0-0 9-4-0 16-8-0 22.3.8i 29-5-8 l
2-0-0 ' 7-4-0 7-4-0 5-7-8 7-2-0
Plate Offsets(X,Y)-- [4:0-5-4,0-2-0],[6:0-2-80-1-13],[10_0-2-8,03-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.12 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.25 11-12 >999 180 .
BCLL 0.0 • Rep Stress Ina YES • WB 0.77 I Horz(TL) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:228 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing.
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 3-10,4-9,5-9,6-9
SLIDER Left 2x4 SP No.2 1-10-7 T-Brace: 2x4 SP No.2-7-8,6-8
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1085/0-5-8,8=1085/Mechanical
Max Horz 1=519(LC 11)
Max Uplift1=-375(LC 12),8=-457(LC 9)
Max Grav1=1126(LC 17),8=1237(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-509/216,2-3=-1636/629,3-17=-1056/531,4-17=-950/545,4-18=-666/466,
5-18=-666/466,5-19=-666/466,6-19=-666/466,6-7=-351/377,7-8=-325/334 ��
,, 1;II ISi1III
BOT CHORD 1-12=-1103/2127,11-12=-1117/2128,11-20=-849/1514,10-20=-849/1514, .0%!,,,NS A. A Iie�
10-21=-553/914,9-21=-553/914,9-22=-208/275,22-23=-208/275,8-23=-208/275 NV cr. •....... 4.e /I
WEBS 2-11=-646/329,3-11=-13/396,3-10.784/385,4-10=-213/675,4-9=541/286, �� .� GEN ,d •i
5-9=-352/258,6-9=-471/1067,6-8=-1158/748 .•V 5' • / �,i
NOTES- •
No 39380
T
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft B=45ft;L=29ft;eave=4ft;Cat.II; . : •
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-010 16-8-0,Exterior(2)16-8-010 ---0: --- • t
29-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions '" T' 1• :,i9
shown;Lumber DOL=1.60 plate grip DOL=1.60 ;Q"',, '•-.� T�((I.
3)Provide adequate drainage to prevent water ponding. �'� 1 0• S
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4#\ R 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 �j S •�`
fit between the bottom chord and any other members,with BCDL=10.0psf. IIII.iiimstiN r'`, ���
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=375, Thomas A.Alban)PE No.39380
8=457. 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
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date:
May 19,2016
mit
1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE IM-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MilekS connectors.This design Is based only upon parameters shown.card Is for an individual Wilding component,not
a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate time design Into the overall •
building design. Wading Indicated Is to prevent buckling or 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 •
e East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems,secANSI/TPl1 Qualify Criteria,058-89 and BCSI Building Component 6904 Parke
E3st 0
Sd.Iy Information avc4lable from Inas Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
78662527
J160826 B01 Root Special 6 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:06 2016 Page 1
I D:CSsaV 1cA8Cm_62nUH W YkzEzMm9S-GItjVJGom4KN5HsrXyTQ3151HNypALLmHom7MjzEyyN
I_ 2-0-0 I 2-6-8
2-0-0 0-6-8
8.6C5 cRi2 I I Scale=1:12.3
4
3x4
4.50112 3x4% 3
2
110
0.1_
1
(11= °°. •
II
5
3x5 I I 1.5x4 I I
I
1-3-4 I 2-6-8
1-3-4 1-3-4
Plate Offsets(X,Y)-- 11:0-1-8,0-0-101
LOADING(psi) j SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 8 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purtins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MITek recommends that Stabilizers and required cross bracing
be installed during truss erection,In accordance with Stabilizer I
Installation guide.
REACTIONS. (lb/size) 1=89/0-3-0,5=89/Mechanical
Max Horz 1=65(LC 11)
Max Upliftl=-30(LC 12),5=-37(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 2-0-0,Interior(1)2-0-0 to 2-4-12 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
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 ,,111111111/1.
fit between the bottom chord and any other members. `�• S A �I•
4)Refer to girder(s)for truss to truss connections. `��ow. ........ ASB ��j�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. `���� .•• C E N►S•• '92 i�
6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. % V F�". •
No 39380
-o:
C? %
s'ii►,1111
Thomas A.Albans PE No.39380
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
r
0 WARNING•Verify datlpn pserarnetors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 my.fa9Y1015 BEFORE USE. ��'
Desi(/1 valid for use only with Milekay connectors.this dosign Is txaaxl only upon parameters shown.and Is for an individual dual bulding component.not
a truss system.Before use,the Lidding designer must vestry the applicu rlity of design parameters and properly snap rate this design into the overall
bulling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
B always regLEed 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 fames and taus systems,seeANSI/TP11 Qualify Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd.
Sauey Information available from buss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610
,
Job Truss Truss Type Qty PF—Riverside Homes•Lot 20 ABCC-JB
T8662528
J160226 B02 Monopitch 6 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:06 2016 Page 1
ID:CSsaV,cA8Cm_62nUH W YkzEzMm9S-GItjVJGom4KN5HsrXyTQ3151 ANykALLmHom7MjzEyyN
2-0-0 i 2-8-0 I
2-0-0 0-8-0
1.5x4dA0 12 Scale=1:12.7
4
3x4
4.50 Fli3 l
3x4
2 ,,
ri
1 iiii:
miaimii
...
.•
. .
w. 5 ...
Po.„.....44....
3x5 I I 1.5x4 II
I 1-4-0 I 2-8-0
1-4-0 1-4-0
Plate Offsets(X,Y)-- (1:0-1.8,0-0-101
LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 8 >999 180
BOLL 0.0 * Rep Stress[nor YES WB 0.00 Horz(TL) 0.00 1 rt/a tVa
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 1=93/0-5.8,5=93/Mechanical
Max Horz 1=69(LC 11)
Max Upliftl=-31(LC 12),5=-40(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2.0.0 to 2-6-4 zone;cantilever left and right I
exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)
fit between truss
the bottom chord and for
aa live load
er members sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,`,,,��IIII I Aii,,�t,,'
4)Refer to girder(s)for truss to truss connections. ���O�P Az •'•
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. ,%.%Ne •••.C E N......
••./4,••,
6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• F •••u •
ss
No 39380 '
•T
:.dr'
iiiistI
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date;
May 19,2016
mii,
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MB-7473 rev.10/03/201S BEFORE USE.
Dodge valid for use only with MilekC connectors.this design h based only upon rxxameters shown,and Is for am Indviduai building component,not
a truss system.Before use,the building designer must veiny the appllcablity 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. Addnawl temporary and permanent tracing 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.seeANSI/,PI l Quaaty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from less Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply I Riverside Homes-Lot 20 ABCC-JB
78662529
J16a926 CO1 Roof Special Girder 1
. 2 Job Reference(optional) ,
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MTek Industries.Inc. Thu May 19 11:36:09 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUHW YkzEzMm9S-hKYr7LJg3?iyylbOC417h fjflanlNb_Czm?oy2zEyyK
1 2-0-0 I 7-0-0 12-5-0 I 17-10-0 l 22-10-0 24-8-0 I
2-0-0 5-0-0 5-5-0 5-5-0 5-0-0 1-10-0
Scale=1:50.2
NAILED
10x12 M18SHS= NAILED 10x12 M18SHS=
NAILED NAILED 1.5x4 I NAILED
8.00 12 3 21 22 234 24 25 26 5
•
nn �.i fly
4.50 •12
12x14-.=--
2
10x10 MT20HS
•
2 6 b
K 1 1ff A — �� 7 co
} 0,
1 :--I �-W. nii, R n fl-n f llnn fill.— Illi Ilf 1 H ld
12 11 27 28 29 10 30 31 32 33 34 935 36 37 8
HTU26 HTU26 HTU26 HTU26
8x8_ 8x8= 8x8= 8x8= 7x10 MT20HS I
HTU26 NAILED NAILED HTU26 NAILED HTU26 HTU26 HTU26
NAILED
NAILED
I 2-0-0 I 7-0-0 12-5-0 17-10-0 1 22-10-0 I 24-8-0_ {
2-0-0_ _ 5-0-0 5-5-0 5-5-0 _ 5-0-0 1.10-0
Plate Offsets(X,Y)— [1:0-2-0,0-5-0],[2:0-7-4,Edge],13_0-9-8 0-1-12],[5:0-9-8,0-1-12],[6:0-4-0 0-3=0],[7:0-7-4_Edge],[9_03=8 0-55-121t10_0-4-0 0.6-0],[11:0-3_8 0-5-12
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 0.70 Vert(LL) 0.19 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.34 10-11 >854 180 MT20HS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.45 Horz(TL) 0.06 7 n/a ri/a M18SHS 244/190
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:348 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D`Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins.
1-2,6-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing.
BOT CHORD 2x8 SP No.1D
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 1-3-11,Right 2x4 SP No.2 1-3-11
REACTIONS. (lb/size) 1=5536/0-5-8,7=6456/0-3-8
Max Horz 1=105(LC 7)
Max Uphill—2725(LC 8),7=-2892(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-4470/2203,2-3=-9988/4964,3-21=-9996/4834,21-22=-9996/4834,
22-23=-9996/4834,4-23=-9996/4834,4-24=-9996/4834,24-25=-9996/4834,
25-26=-9996/4834,5-26=-9996/4834,5-6=-9901/4601,6-7=-5067/2246
BOT CHORD 1-12=-3787/7660,12-27=-3902/7876,11-27=-3902/7876,11-28=-4109/8386,
28-29=-4109/8386,10-29=-4109/8386,10-30=-3775/8313,30-31=-3775/8313,
31-32=-3775/8313,32-33=-3775/8313,33-34=-3775/8313,9-34.3775/8313,
9-35=-3949/8809,35.36=-3949/8809,36-37=-3949/8809,8-37=-3949/8809,
7-8=-3884/8723 ,111111111///
WEBS 5-10=-1188/2208,5-9=-1468/3691,1/810, 6-9=538, '65228,16-8=-603/456 115,4-10=-607/551, %%%0400.1:1/4. A q......
NOTES- ���`'��•••�'\G•ENSF•••.L/ 1•
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. NO 39380 I.
Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. *
Webs connected as follows:2x4-1 row at 1-0-0 oc. — •
•
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply:-p; . .
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. e • • , V 47
3)Unbalanced roof live loads have been considered for this design. —(� . - .tA 4/
SCE 7-10;
4)Wind:Exp C;End..,GCpi=0.1181 MW FRS(direct o al);cond t)cant cantilever left and right exposed;end vertical left andB exposed(1LumberDOL=1.60 4.,'...(k •-••; O R 1 •••r..\0,
plate grip DOL=1.60 rightoe• S �0
5)Provide adequate drainage to prevent water ponding. liter�O N Al- s1�,
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. Thomas A.Albani PE No.39380
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 MITek USA,Inc.FL Cert 6634
tit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=2725, Date:
7=2892. May 19,2016
d6atitt5lgpbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 811-7473 rev.1003/2015 BEFORE USE. mg
Design valid for use only with MilekS connectors.lhls design Is based only upon parameters shown,and Is for an individual building component,not
o truss system.Before use,the buldkrg designer must verity the applicability of design parameters and properly incorporate m5 design Into the overall
budding design. Bracing indicated Is to prevent txuckling of Individual truss web and/or chord members only. Addtional temporary and permanent bracing MiTek
Is always requked for stability and to prevent collapse with possible personal Yyury and property damage. for general guidance regadr>g the
tabrkxrtkxn,storage,delivery,erection and bracing of busses and truss systems-seeANSI/lPl l Qudlly Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandda,VA 22314. Tampa.FL 33610
Job • Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662529
J160e26 CO1 Roof Special Girder 1 A
L Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:09 2016 Page 2
ID:CSsaV 1 cABCm_62nU H W YkzEzMm9S-hKYr7LJg37ryylbOC417hfjflanfNb_Czm?oy2zEyyK
NOTES-
11)Use Simpson Strong-Tie HTU26(20-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 7-0-12 from the left end to connect truss(es)to front face of bottom
chord.
12)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 23-0-12 to
connect truss(es)to front face of bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
14)"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.
15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)286 lb down and 322 lb up at 7-0-0,and 286 lb down and 322 lb up at
17-10-0 on top chord,and 332 lb down and 203 lb up at 6-9-14,and 439 lb down and 249 lb up at 17-7-2,and 332 lb down and 203 lb up at 18-0-2 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:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-17=-20
Concentrated Loads(Ib)
Vert:3=-82(B)5=-82(B)11=-439(B)10=-103(B)4=-79(B)9=-439(B)8=-718(F)21=-79(B)22=-79(B)25=-79(B)26=-79(B)27=-2133(F=-1800,B=-332)28=-830(F=-727,
8=-103)29=-830(F=-727,B=-103)30=-727(F)31=-103(B)32=-718(F)33=-103(8)34=-718(F)35=-332(B)36=-718(F)37=-718(F)
t �
Q WARNING-Venly design paramatas and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE Mt7473 rev.10/032015 BEFORE USE
Design valid for use only with MlleirS connectors.Ibis design Is based only upon parameters shown,and Is for an Individual building component.not
a taus system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate 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 statlAity and to prevent collapse with possible personal kitty and property damage. For general guidance regarding the 6804 Perko Ease Blvd.fabrication,storage,delivery,erection and bracing of musses and truss systems,$eeANSI/1'Pt 1 Quality Criteria.DSB-89 and BCSI Building Component
Sagely Information available from Truss Plate institute,218 N.lee Street,Suite 312,Alexandrks VA 22314. Tempa.FL 33610
Job Truss I TrussType Qty Ply Riverside Homes•Lot 20 ABCC•JB
T8662530
J160.226 CO2 Hall Hip Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:10 2016 Page 1
ID:CSsaV 1cA8Cm_62nUH W YkzEZMm9S-9W6ELhJIgJgpZv9cmoYMDtGgw_5g62oMCQkLVUzEyyJ
2-0-0 + 7-0-0 11-5-15 I 15-10-1 20.4.0 I
2-0-0 5-0-0 4-5-15 4-4-3 4-5-15
Scale=1:40.6
NAILED NAILED
4x7=
NAILED 1.5x4 1 NAILED 3x10= NAILED NAILED 2x4 .1
3 16 17 4 18 18 20 5 21 22 6
8.00 I,z nn tick nn 111T til 1n Fi
`.
4.5012
5x12
2
0014
1 00°' \
1 c - kIIIIIIIIIIIIIIIIrmilrlliMMMMMMI1BMMirm-
11 10 23 8 24 25 8 26 27
NAILED NAILED NAILED 7
4x7 ll 1.5x4 I I 5x5= 3x8= 1.5x4 '1 6x6=
NAILED NAILED NAILED
2-0-0I 7-0-0 11-5-15 I 15-10-1 20-4-0_ _- :
2-0-0 5-0-0 4-5-15 4-4-3 4-5-15
Plate Offsets(X,Y)-- [3:0-5-4,0-2-01,[10:0-2-8,0-3-01
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.11 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.19 9-10 >999 180
BCLL 0.0 • Rep Stress Incr NO WB 0.48 Horz(TL) 0.08 7 n/a n/a I
BCDL 10.0 Code FBC20141TPI2007 I (Matrix-M) Weight:126 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11.5 oc purlins, except ,
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing.
OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7
SLIDER Left 2x4 SP No.2 1-10-7 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1625/0-5-8,7.1820/Mechanical
Max Horz 1=219(LC 7)
Max Uplift)=-827(LC 8),7=-1048(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-849/437,2-3=-2641/1421,3-16=-2157/1241,16-17=-2157/1241,4-17=-2157/1241,
4-18=-2157/1241,18-19=-2157/1241,19-20=-2157/1241,5-20=-2157/1241
BOT CHORD 1-11=-1435/2577,10-11.1453/2595,10-23.1285/2150,9-23=-1285/2150,
9-24=-891/1464,24-25=-891/1464,8-25=-891/1464,8-26=-891/1464,26-27=-891/1464, ``001111/ifs,
,,
7-27=-8
1/1464
WEBS 2-10=-4 958/264,3-10=-458/1053,4-9=-430/382,5-9.-581/1000,5.8=-52/459, `,��0\`+• . ..,q�6',•j,
5-7=-2082/1199 �•N,<.X ,••\GENS•••9,y e
NOTES- No 39380
1)Unbalanced roof live loads have been considered for this design. s *-
•
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24th eave=4ft;Cat.II; s
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60_
plate grip DOL=1.60 fl
3)Provide adequate drainage to prevent water ponding. i,= ..r,,,•71' E„,!...- •:�(/
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 ( ,. fi 1 DI ",• %:
fit between the bottom chord and any other members. woe 0',9•••........ C?,�
6)Refer to girder(s)for truss to truss connections. 'j /
,s\•-% �0
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=827, ��,,��N PL,,,,�1,
7=1048.
8)"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
9)"NAILED"indicates 3-lOd(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. MITek USA,Inc.FL Cart 6634
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)286 lb down and 322 lb up at 6904 Parke East Blvd.Tampa FL 33610
7-0-0 on top chord,and 332 lb down and 203 lb up at 6-9-14,and 439 lb down and 249 lb up at 7-2-2 on bottom chord. The Date:
design/selection of such connection device(s)is the responsibility of others. May 19,2016
Continued on page 2
1 /
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED//TER REFERANCE PAGE MM-7473 rev.10/01/2016 BEFORE USE. M.
Design valid for use only with MITekt connectors.this design Is based only upon parameters shown.and is for an halvidua bolding component.not
a Russ system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Itds design Into the overall
holding design. Bracing indicated Is 10 prevent buckling of indlvldud Russ web and/or chord members only. Additional temt xrury and permanent bracing MiTek'
Is always required for stability and to prevent colicinse with possble personal Miry and property dcrnage. For general guidance regarding the
fa rk•.atkn•storage,delivery.erection and bracing 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,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job TrussrT us ype Oty Ply Riverside Homes-Lot 20 ABCC-JB
786625301
J164226 CO2 Hall Hip Girder 1 1
_,Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:10 2016 Page 2
ID:CSsaV 1 cA8Cm_62nU H W YkzEzMm9S-9 W6ELhJ IgJgpZv9cmoYMDtGqw_5g62oMCOkLVUzEyyJ
NOTES-
11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,3-6=-54,7-12=-20
Concentrated Loads(Ib)
Vert:3=-82(B)10=-772(B)4=-79(B)9=-103(B)17=-79(B)19=-79(B)20=-79(B)21=-79(B)22=-81(B)23=-103(B)24=-103(B)25=-103(B)26=-103(B)27=-104(B)
0 WARNING-Vivify 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 Milekr connectors.This design Is based only upon parameters shown.and Is far an individual building component,not
a truss system.Before use,the balking designer must verily the applicabilty of design parameters and properly incorporate tints design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual hues web and/or chord members only. Additional temporary and permanent bracing Milek
i� ivreofIth possible ss rsonal Injury arid 1operly rymage. For general guickrice regarding file
bricato storage,red for
erection to and bravent cing of trusses and truss s s,,s AN51PI1 Quality 0 B-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. Tampa.FL 33610
Job i Truss i Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662531
J160226 i CO3 I Hip 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville,FL- 7.640 s Apr 19 2016 Mit sir Industries.Inc. Thu May 19 11:36:10 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUHW YkzEzMm9S-9 W 6ELhJIgJgpZv9cmoYMDtGqj_7a60mMCOkLVUzEyyJ
I 2-0-0 I 9-0-0 I 13.9.8 l 18-7-0 j 20-4-0 I
2-0-0 7-0.0 4-9-8 4-9-8 1-9-0
4x4= Scale=1:38.1
5x5= 3x4=
3 16 17 4 18 5
3x5 Q
8.00171
15 ci
• 4.50 12
M ;
5x12
2 O
c. 1
• ___..-----• �' e
10 9 19 20 a
7
3x6 II 1.5x4 II 6x8= 3x8= 1.5x4 II
2.0.0I 8-0-0 18.7-0 20-4-0 I
2-0-0 7-0-0 __ 9.7-0 1-9-0
Plate Offsets(X,Y)-- 11:0-2-8,0.0-101,13:0-2-8,0-1-131,F9:0-2-12,Edgel
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 I BC 0.89 Vert(TL) -0.41 8-9 >594 180
BCLL 0.0 • Rep Stress lncr YES � WB 0.61 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 I (Matrix-M) Weight:130 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 1-10-7 Mitek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=747/0-5-8,7=747/Mechanical
Max Horz 1=262(LC 11)
Max Uptiftl=-264(LC 12),7=-319(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-294/125,2-15=-924/382,3-15=-819/402,3-16=-699/416,16-17=-699/416,
4-17=-699/416,4-18=-301/219,5-18=-301/219,5-6=-360/243,6-7=-844/347
BOT CHORD 1-10=-782/1357,9-10=-795/1358,9-19=-379/592,19-20=-379/592,8-20=-379/592
WEBS 2-9=-6531370,3-9=0/259,4-9=-97/287,4-8=-538/335,6-8=-318/732
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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; `,11%111111f/��
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 20-2-4 ,,�0�tL r S A A. e4-1,
�
zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; ,� o .. ... e ski
Lumber DOL=1.60 plate grip DOL=1.60 `,.• .r,.••\GEN, '9,/, •�
3)Provide adequate drainage to prevent water ponding. k • V- �•••. / •
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S ,;,
fit between the bottom chord and any other members,with BCDL=10.0psf.
6)Refer to girder(s)for truss to truss connections. — •
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=264, :'U: _
7=319. ' •,...T'-� -'' �' .
8)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Q'
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Celt 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
� 1
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1OWf2015 BEFORE USE. NI.
Design valid for use only with Mliek4 connectors.Ibis design Is based only upon Fxsraneters 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
bulking design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milia lc'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general Oukknce regarding the
fabk:atlo n,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lP11 Quatty Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Inlormallon available from Truss Plate institute.218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa.FL 33610
Job I russ Truss Type Qty Ply Riverside Homes•Lot 20 ABCC•JB
T8662532
J16fi226 C04 Hip 1 1
i Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:11 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-djgcYl KxaczgB2koJV3bm4p?dOQSrRJVQ4Uu1 wzEyyl
I 2-0-0 I 6.6.0 11-0-0 I 16-7-0 I 20-4-0 i
2-0-0 4-6-0 4-6-0 5-7-0 3-8-0
4x4= 5x5= Scale=1:44.9
4 15 16 5 17
8.00 112 Nic4 I'
4x4-i
3 14 6
I. m
J. AillhiL ::',
14. ' r:-
4.50
`4.50E
m
5x12
4
2
1r011101(-10116,1k.�fa �1t
�,-z 1
R 8 8 18 19
7
3x8 H 3x4= 5x10= 5x5=
I 2-0-0 11-0-0 I 16-7-0 I 20-4-0 I
2-0-0 9-0-0 5-7-0 3-9-0
Plate Offsets(X,Y)-- (5:0-2-8,0-1-13),[8:0-4-12,03-01
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.29 7-8 >845 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.53 7-8 >455 180
BCLL 0.0 • Rep Stress Incr YES WB 0.72 Horz(TL) 0.02 7 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:128 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except
BOT CHORD 2x4 SP No.2'Except* end verticals.
1-8:2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 1-10-7 be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 1=747/0-5-8,7=747/Mechanical
Max Horz 1=299(LC 11)
Max Upliftl=-264(LC 12),7=273(LC 12)
Max Grav1=747(LC 1),7=768(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1397/535,2-3=-1603/704,3-14=-747/383,4-14=-735/405,4-15=-637/385,
15.16=-637/385,5-16=-637/385
BOT CHORD 1-9=-717/1443,8-9=-558/941,8.18=-240/356,18-19=-240/356,7-19=-240/356
WEBS 2-9=-479/312,3-9=-259/681,3-8=-431/278,5.8=-180/487,5-7=650/398
NOTES-
1)Unbalanced roof live loads have been considered for this design. 0%1111111g,
0 i
2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4tt;Cat.II; ,%0_, PSAq �Ii,�
Exp C;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 11-0-0,Exterior(2)11-0-0 to `S 0 1' 4e e,�
20-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions N• Ne •••�C E N S•• '9� i�
shown;Lumber DOL=1.60 plate grip DOL=1.60 • V F•••• / f
3)Provide adequate drainage to prevent water ponding. • No 39380
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 -• • * _____i_......:&"fit between the bottom chord and any other members,with BCDL=10.Opsf. — •
6)Refer to girder(s)for truss to truss connections. ;"0•
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=264, ", = •4.�-T. E •• - �(/
7=273. s. . .t�. �
•
8)"Semi-rigid pltchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� `•• R ,Q• \ ••�,
••.
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
•
Q WARNING-Verify deafgn nominators and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 8111-7473 rev.101032015 BEFORE USE.
Design valid for use only with MltekIS connectors.Ihls design is based only upon parameters shown.and is ror an Individual building component notlilt
a truss system.Before use,the Wilding designer must verity the applk:atrilty of design rxxameters 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. Additkrxl temporary and permanent bracing M ilek"
is always required for stability and to prevent collapse with possible personal/rimy and property damorto. Fon cameral gukfa nce regarding the
fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSUTPI I Quality Criteria,058.89 and SCSI Sutidtng Component 6904 Parke East Blvd.
Solely Information avclktle from Truss Plate Institute,218 N.lee Street,Suite 312•Alexandria,VA 22314. Tampa.FL 33610
Job • I Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
18662533
J160e26 CO5 Hip 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Thu May 19 11:36:12 2016 Page 1
ID:CSsaV 1cA8Cm_62nUH W YkzEzMm9S-5vE_INLZLw5XpCJACagJIL9Qon1 a_GefkDSZMzEyyH
I
2-0-0 I6-10-4 11-8-8 I 15-10-8 I 20-4-0 I
2-0-0 4-10-4 4-10-4 4.2.0 4-5-8
4x4= 5x5= Scale=1:47.4
4 15 5
01-1M.1111..11.111
8.00 12 II
e
4x4 i
14
3
4.50 I m
5x12
IY e \\616x4
e
2 \
9 8 17 18
7
3x811 3x4= 5x10= 5x5_
I 2-0-0 I 11-8-8 I 15-10-8 I 20-4-0
2-0-0 9-8-8 4-2-0 4-5-8
Plate Offsets(X.Y)-- 15:0-2-8,0-1-131,[8:0-4-12,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.23 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.43 8-9 >565 180
BCLL 0.0 " Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 7 n/a rVa
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:131 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except
BOT CHORD 2x4 SP No.2*Except" end verticals.
1-8:2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
SLIDER Left 2x4 SP No.2 1-10-7 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=747/0-5-8,7=747/Mechanical
Max Horz 1=313(LC 11)
Max Upliftl=-264(LC 12),7=-273(LC 12)
Max Grav1=747(LC 1),7=766(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1436/529,2-3=-1648/703,3-14=-702/373,4-14=-679/394,4-15=-620/377,
5-15=-620/377 1
BOT 7=-244/391,
391,
l.
WEBS HORD 1-9=-709/1502-9=499/32403-9=-262/762,3,8-9=-547/933,8 466/299,5-7=-667/362,5-8=-161/467 87-18=-244/391 ••`kttwill
IPS I Ali .0.y. i,
NOTES- ,•`f '=.• •\G E N 3•• "92 .�
1)Unbalanced roof live loads have been considered for this design. 4 •
• V F•••. %
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psl;h=25ft;B=451t;L=24ft;eave=oft;Cat.II; No 39380. '
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 11-8-8,Exterior(2)11-8-8 to
15-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions - * `7
shown;Lumber DOL=1.60 plate grip DOL=1.60 — •
3)Provide adequate drainage to prevent water ponding. ="0• =- • • ►
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ','•• ,.T, • • •,.14/:
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 O"•- -7410w , ,:,,,t11,
fit between the bottom chord and any other members,with BCDL=10.0psf. ��'�� ,- fi 1 0•,.• 'S" �
6)Refer to girder(s)for truss to truss connections. 'j;`s•' �?%%
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=264, , S/p N AL E��`�
7=273. ,,,//11111111`,
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
mit
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 W.100312015 BEFORE USE
Design valid for use only with Mileke connectors.This design Is based only upon parameters shown,and Is for an hdly dud building component.not
a taus system.Before use,the building designer must verily the applkxt Ally of design parameters and properly Incorporate his design Into the overall
building design. Brachg indicated Is to prevent buckling of IndN dual truss web and/or chord members only. Additional temporary and permanent tracing MiTek"
is always required for stability and to proven,collapse with possible personal injury and properly damage. ha general guidance regarding the
fabrication.storage,delNery,erection and bracing of trusses and taus 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,Alexandria,VA 22314. Tanga,FL 33610
e
Job Truss 1Truss Type Qty Ply Riverside Homes-Lot 20 ABCC•JB 1
T8662534
J160e26 CO6 Roof Special 5 1
Job Reference(optional)
Manning Building Supples. Jacksonville,FL 7.640 a Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:13 2016 Page 1
ID:CSsaV 1 cA8Cm_62nU H W YkzEzMm9S-ZSoMz1MB6EDOQMuBRw53rVuO4BEQJPpouOz?5pzEyyG
I 2-0-0 I 5-9-8i 11-3-8 I 16.9-8 -I -0 -- i
2-0-0 3-9-8 5-6-0 5-6-0 3-6-8
5x5= Scale:1/4'=1'
4
III
8.0051
16 17
1.5x4 II 1.5x4 11
3 5 18
4.50 FIF
3x5��
5x12
6
2
,N
►=411 109 19 20 8
7
4x4=
2x4 I' 7x10= 3x8= 2x4 I
I 2-0-0 5-9-8 I 16-9-8 1 20.4-0 1
2-0-0 3-9-8 11-0-0 3-6-8
Plate Offsets(X,Y)-- 1:0-1-2,0-1-12],[10:0-4-4,0-4-8]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.12 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.26 8-9 >910 180
BCLL 0.0 • I Rep Stress Incr YES WB 0.47 Horz(TL) 0.01 7 n/a IVa
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:135 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except:
SLIDER Left 2x4 SP No.2 1-8-11 6-0-0 oc bracing:7-8.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,In accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=738/0-5-8,7=738/Mechanical
Max Horz 1=229(LC 11)
Max Uplift1=-265(LC 12),7=-266(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-465/204,2-3=-1152/427,3-16=-1283/580,4-16=-1260/594,4-17=-983/486,
5-17=-1005/472,5-18=-800/306,6-18=-867/304,6-7=-793/293
BOT CHORD 1-11=-442/1056,10-11=-449/1090,9-10=-449/1090,9-19=-141/566,19-20=-141/566,
8-20=-141/566
WEBS 2-11=-252/48,3-9=-385/283,4-9=-326/832,4-8=-181/443,5-8=-376/278,6.8=-218/751
NOTES- ``,111111111//ii'
1)Unbalanced roof live loads have been considered for this design. ,0 p.S A. q 1,�
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24it;eave=oft;Cat.II; ,N O`er 4e ••
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 2-0-0,Interior(1)2-0-0 to 11-3-8,Exterior(2)11-3-8 to `..�,.r•.•'*G E N j••.-14,'.
14-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions • V F •. . ••
•shown;Lumber DOL=1.60 plate grip DOL=1.60 •• i
3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • No 39380 •a ..-_,
4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * — .
fit between the bottom chord and any other members,with BCDL=10.0psf. — • •
5)Refer to girder(s)for truss to truss connections. :'fl: •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=265, •;;;•,,• .T• • - •/-i
7=266. 1.--0-", .....r-4 ((/
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. %� 4 R 9.••(.1 *,,,,�
�''SS�ONA1-�• �.�`�%
111111111
Thomas A.Aibani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.11103/2015 BEFORE USE.
111111' ,
Design valid for use only with Mltekc connectors.INs design Is based only upon parameters shown-and Is for an individual building component,not
a truss system.Before use,the txldtrrg designer must verify the applicatlllty of design parameters and properly Incorporate this design Into the overall
b lciing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and p rmanoril tracing MiTek'
is always required for sk*lllty and to prevent collapse with possble personal injury and property damage. Fon general guidance regarding the 6904 Parke East Blvd.
tctdcatlon,storage,delivery,erection and bracing of trams(rid truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component
Safety Information avdiatle from buss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty I Ply Riverside Homes-Lot 20 ABCC-JB
78662535
..116o226 DOt Root �
Special Girder 1 I 1 I
I I Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:14 2016 Page 1
I D:CSsaV1 cA8Cm_62nUHW YkzEzMm9S-1 HMkA2MptXLF2WTN?dclOjQTgbS72wzx72iZeFzEyyF
I 2-0.0 i 4-0.0 I 11.0-0 13-0-0 I 15-0-0
2-0-0 2-0-0 7-0-0 2-0-0 2-0-0
i Scale=1:26.8
4x7= NAILED
NAILED NAILED NAILED 5x5=
8.0012 3
19 20 21 22 4
nn fl 11 nn n1 e
4.5012 5x12
5 5x12
2 m
ill .,o1.. 111
lir
0. ;
ev
� i�'n nn nn nn n� n�Fn 8� I li
10 23 9 24 25 26 27 8 28 7 IIII".
NAILED NAILED NAILED
1.5x4 II 3x4= 3x8= 1.5x4 II
3x6 II NAILED NAILED NAILED 3x6 II
NAILED NAILED
I 2-0-0 4-0-0 11-00 I 13-0-0 i 15-0-0
2-0-0 2-0-0 7-0-0 2-0-0 2-0-o
Plate Offsets(X,Y)-- [1:0-2-8,0-0-101,[3:0-5-4,0-2-4],[4:0-2-8,0-1-13],[6:0-2-8,0-2-2]
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.12 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 1 Vert(TL) -0.27 8-9 >672 180
BCLL 0.0 • Rep Stress Incr NO WB 0.15 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:78 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins.
BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing.
WEBS 2x4 SP No.2 ` MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1000/0-5-8,6=1000/0-5-8
Max Horz 1=-50(LC 23)
Max Upliltl=-494(LC 8),6=-494(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown.
TOP CHORD 1-2=-623/316,2-3=-1744/904,3-19=-1495/815,19-20=-1495/815,20-21=-1495/815,
21-22=-1495/815,4-22=-1495/815,4-5=-1745/904,5-6=-623/316
BOT CHORD 1-10=-723/1441,10-23=-737/1469,9-23=-737/1469,9-24=-746/1494,24-25=-746/1494,
25-26=-746/1494,26-27=-746/1494,8-27=-746/1494,8-28=-737/1469,7-28=-737/1469,
6-7=-723/1440
WEBS 3-9=-274/665,4-8=-274/665
NOTES-
1)Unbalanced roof live loads have been considered for this design. 111111/ii
t‘•%1
i
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat.II; %•% S A. �'le
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `V OMP;.......4l e"VA.',.,�'
plate grip DOL=1.60 ,%,,f.�•,••\C,E S•• 7, ,
3)Provide adequate drainage to prevent water ponding. : • V F•••, i •
4)This truss has been designed for a 10.01 bottom chord live load nonconcurrent with an other live loads.
5)*This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will NO 39380
•
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)1=494,
6=494. -0• _ • t Z•
•
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •.:- " T• • - ; (-(JZ
8)"NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. O � =--1 � •:��(/;
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)158 lb down and 151 lb up at 4-0-0, '•�t� 4 O•••, �
and 156 lb down and 151 lb up at 11-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. �,e``k9,,••• R `�`,�
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). #, AO N AL ,�‘,
LOAD CASE(S) Standard
//is
i i ��,`,
1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albans PE No.39380
Uniform Loads(plf) MITek USA,Inc.FL Cert 6634
Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5.6=-54,11-15=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
Continued on page 2
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.100312015 BEFORE USE. 1 lilt
Design valid for use only with Mllek2)connectors.This design is based only upon nanometers shown.and Is for on kxlMNduaI LxiNWrq component,not
a truss system.Before use,the briding deskjner must verity the applicability of design parameters and properly hcorpxrato this design Into the overall
briding design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only.Addinonal temporary and permanent tracing I MiTek"
Is always required for stabillty and to prevent collapse with possible personal hurry and properly damage. to general guidance regarding the
fabrication.storage,delivery,erection and tracing o1 trusses and truss Systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled.
Safely Information avalkihte hem Truss Plate institute.218 N.Lee Sheet,Suite 312,Nexanchlo,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply 1 Riverside Homes-Lot 20 ABCC-JB
T8662535
J160226 D01 Root Special Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:14 2016 Page 2
ID:CSsaV1 cA8Cm_62nU HW YkzEzMm9S-1 HMkA2MptXLF2 W TN?dctOjOTgbS72wzx72iZeFzEyyF
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:9=-148(F)8=-148(F)23=-150(F)24=-73(F)25=-73(F)26=-73(F)27=-73(F)28=-150(F)
II
_ r
0 WARNING•Verily durpn parer tars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA•7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MIFekv1i connectors.Iris design Is based only upon parameters shown-and Is(or an Individual holding component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly kx:orIxra W this design into the overall
bulking design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always regLked for stability and to prevent collapse with poste personal Injury and property damage. For general gtdance regarding the
fabrication,storage,delivery,erection and bracing o1 trusses and truss systems.seeANSI/TP11 Quality Criteria.D5B$9 and BCSI Building Component 6904 Parke East Bbd.
Safety Information avcAable from truss Plate Institute.218 N.lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
18662536
J160826 D02 Hip Girder 1
2 Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 Milek Industries,Inc.Thu May 19 11:36:14 2016 Page 1
I0:CSsaV1cA8Cm_62nUHWYkzEzMm9S-1 HMkA2MptXLF2WTN?dcIOjQZUbWV2unx72iZeFzEyyF
I
2-0-0 --f- ----- 53.0... I - 9.9.0 I 15-0.0 I
2-0-0 3-3-0 4-6-0 5-3-0
Scale=1:26.0
4x7= 4x4=
3 4
8.00 FIF -
n: 4.50 12 5x12% co
tJ 2 cA
1 or
p.4
•_ .5
2 M
- . ; I_.
8 7 15 16 6 17 18 d
2x4 II 6x6= HTU26 HTU26 6x6= HTU26 6x6
4x4= HTU26 HTU26
2-0-0 I 5-3-0 I 9-9-0 l 15-0-0 i
2-0-0 3-3-0 4-6-0 5-3-0
Plate Offsets(X,Y)--_j1:0-1-2,0-1-12),(3:0-5-4,0-2-01,16:0-3.0,0-4-81,17:0-3.0,0-4-01
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 6-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.14 6-13 >999 180
BCLL 0.0 " Rep Stress Ina NO WB 0.29 Horz(TL) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:168 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins.
BOT CHORD 2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing.
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 1-8-11
REACTIONS. (lb/size) 1=2586/0.5.8,5=4035/0-5-8
Max Horz 1=88(LC 7)
Max Upliftl=1166(LC 8),5=-1633(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1984/899,2-3=-4656/2158,3-4=-4389/1925,4-5.5170/2194
BOT CHORD 1-8=-1510/3419,7-8=-1580/3554,7-15=-1783/3931,15-16=-1783/3931,6-16=-1783/3931,
6-17=-1743/4275,17-18=-1743/4275,5-18=-1743/4275
WEBS 2-8=-1021/526,2-7=-335/402,3-7=-1040/2029,3-6=-111/637,4-6.1061/2577
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 1-0-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. 011111
Webs connected as follows:2x4-1 row at 1-0-0 oc. ,��•%% „ A, /////.
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 `V% gP A4'B •�,•
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. � �0111
• G ESN '9 1.
3)Unbalanced root live loads have been considered for this design. �� A. •�\,\ `SF••.?/ °e
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat.II; .
Exp C;Encl.,GCp1=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.60 No 39.380 1. -
plate grip DOL=1.60 __-_-;__,,
5)Provide adequate drainage to prevent water ponding. _ •: :
fi
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. --0 •;
7)"This truss has been designed for a live load of 20.Opsi on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1VZ
fit between the bottom chord and any other members. • + -C3-' __-: '. 4/
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1166, 1,-.0t‘ i O••.' \, ,4.
5=1633.
#.°°7°,6143. A `tom
9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. S • "'•• �\ S%'
10)Use Simpson Strong-Tie HTU26(20.10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 6-0-12 from the left end to ,���N A�������
connect truss(es)to back face of bottom chord.
11)Use Simpson Strong-Tie HTU26(20.10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting Thomas A.Albans PE No.39380
at 8-0-12 from the left end to 14-0-12 to connect truss(es)to back face of bottom chord. MITek USA,Inc.FL Cert 6634
12)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610
Date:
LOAD CASE(S) Standard May 19,2016
Continued on page 2
ml,o WARNING-Verify design puenaters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AB-7473 rev.10'03^2015 BEFORE USE.
Design valid for use oNy vAth Mllek3 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 applicabilty of design i.argxneters and properly Incorporate this design Into the overfill
bulling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mak'
k'
is always required for stability and to prevent collapse with possible personal okay and properly damage. For general guidance regardng the 6904 Parke East Blvd.
fabrication,storage,delivery.erection and tracing of trusses and truss systems•seeANSI/iPt l Quality Criteria,058-89 and BCSI Bulking Component
Solely Infonnalon available horn truss Plate Institute,218 N.Lee Street,Suite 312•Alexandria,VA 22314. Tampa.FL 33610
Job Truss -Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
18662536
J168226 002 Hip Girder 1 A
L Job Reference(optional)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MITek Industries.Inc. Thu May 19 11:36:15 2016 Page 2
ID:CSsaV l cABCm_62nUH W YkzEzMm9S-VUw700NRerT6gg2ZYL8XwwzkE?sknL 15LiS6AhzEyyE
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,3-4=-54,4-5=-54,5-9=-20
Concentrated Loads(Ib)
Vert:13=-931(B)15=-1841(B)16=-923(B)17=-923(B)18=-928(B)
Q WARNING-Verify design promoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn.7473 rw.10/03/2015 BEFORE USE. y
Design valid for use oNy with Miler&connectors.This design le based oNy upon parameters shown,and Is for an hvllNdual building cormxxont.not
a truss system.Before use,the bulking designer must verify the ap lk:cblity of design pcxarneters and properly iu:orpxxate Itils design Into the overall
building design. tracing Indicated Is to prevent budding of Individual truss web and/or chord members any. Addgorvr temporary and permanent txcrcirg MiTek"
Is always required for stability and to prevent collapse with possible personal'Nary and property damage. For general guId nce regarding the
fobdcotlon,storage,delivery,erection and txaci g of trusses and truss systems.seeANSI/TPI1 Quality CrtterIa,058-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 1,
•
Job Truss Truss Type Qty Ply Riverside Homes•Lot 20 ABCC-JB
T8662537
J160e26 E01 Root Special Girder 1 1 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7640 s Apr 19 2016 MTek Industries,Inc. Thu May 19 11:36:16 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W Ykz EzMm9S-zgTVbk03P9byHgdm62f mT8 W q_PBH W oIEaMBfi8zEyyD
2-0-0 _7-04 I 11-2-12 l 15.5.8 20-5-8 I 22-5-8
2-0-0 5-0-0 4-2-12 4-2-12 5-0-0 2-0-0
Scale=1:43.0
4x10= NAILED
1.5x4 II 4x10=
NAILED NAILED
3 21 22 4 23 24 5
8.00 FIFn11 -F{ 1 n am
4.50 12
m
5x8 i s 5x8 3
2
et.—
1�� 7
B--------•—— I
110— IT' 1n IS � ,a
CI 12 11 25 10 9 26 27 8
6x6 II 1.5x4 II 6x6= NAILED 3x8= NAILED 6x6= 1.5x4 II 6x6 II
NAILED
2-0-0 7-0-0i 11-2-12 I 15-5-8 20-5-8 I 22-5-8
2-0-0 5-0-0 4-2-12 4-2-12 5-0-0 2-0-0
Plate Offsets(X,Y)-- 12:0-5-12,0-2-81 13:0-7.12,0-2-01,(5:0-7-12,0-2-01,16:0.5-12,0-2.81.17:Edge,0-5-121 I
LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.15 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.26 10-11 >999 180 j
BCLL 0.0 * Rep Stress Incr NO WB 0.26 Horz(TL) 0.08 7 n/a Na
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) I Weight:130 lb FT=20% 1
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins.
BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1958/0-3-0,7=1957/0-3-0
Max Horz 1=107(LC 7)
Max Uplifts_1012(LC 8),7=-1012(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1065/555,2-3=-3260/1768,3-21=-2988/1705,21-22=-2988/1705,4-22=-2988/1705,
4-23=-2988/1705,23-24=-2988/1705,5-24=-2988/1705,5-6=-3236/1757,6-7.1052/549
BOT CHORD 1-12=-1611/3109,11-12=-1634/3136,11-25.1389/2663,10-25=-1389/2663,
10-26=-1369/2678,9-26=-1369/2678,9-27=-1642/3153,8-27=-1642/3153,
7-8=-1621/3131
WEBS 2-11=-485/279,3-11=-469/1068,3-10=-304/521,4-10=-426/379,5-10=-295/499,
5-9=-470/1071,6-9.-522/296
NOTES- s design. ,0%111111/1i.
1)2)Wind:ASCEanced roof 7-10vVue oads have 30mph(3-secen ond gust)Vasdsidered for =101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=oft;Cat.II; `•�,O1ps. A.1/4 ;
Job , Truss Truss Type Qty Ply Riverside Homes-Lol 20 ABCC-JB
18662537
J160226 E01 Root Special Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MTsk Industries,Inc. Thu May 19 11:36:16 2016 Page 2
I D:CSsaV I cA8Cm_62n U H W Ykz EzMm9S-zgTVbkO3P9byHgd m62f mT8W q_PB H W oI EaMBfi8zEyyD
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-17=-20
Concentrated Loads(Ib)
Vert:3=-82(B)5=-82(B)11=-770(B)10=-103(B)4=-79(B)9=-439(B)21=-79(B)24=-79(B)25=-103(B)26=-103(B)27=-331(B)
Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MU-7473 rev.10/03/201S BEFORE USE.
Design valid tor use only with Mitek®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 verity the applk:a>tity of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek"
Is always required for stability and to prevent collapse with possfbie personal injury and property damage. For general guidance regarding the
fabrication,slaage,delivery,erection and bracing of trusses and truss systems.seeANSI/1181 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 1 Riverside Homes-Lot 20 ABCC-JB
J169226 E02 Hip Girder 1 - 2 18662538
! Job Reference(optional)
Manning Building Suppkes. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:17 2016 Page 1
I D:CSsaV i cA8Cm_62nUH W YkzEzMm9S-Ss l tp4PhASjpvzCygmA?0L201 pVXFBXOp0xDFazEyyC
2.0.0I 5-6-0 I 9-0-0 1 —13-5-8-_------- --� 17.7.1 22-5-8
2-0-0 3-6-0 3-6-0 4-5-8 4-1-9 4-10-7
4x7= Scale=1:42.1
555=
4 19 20 5
8.00 12 rill e
3x5-i
3x6•�
3
:..* 6 m
• 1
• 4• .50 12 r7
5x8
2 INH%likl\Ili mi.
w7
ii in =Mum IIICIIIIIn IIIIII "
m. 12 11 21 22 10 23 24 9 25 26 8 27 28 6
HTU26 HTU26 HTU26 HTU26 4x10•�
6x6 I 2x4 II 6x6= 8x8= 8x8= 3x10 H
HTU26 HTU26 HTU26 HTU26
I 2-0-0 5-6-0 i 9-0-0 1 13-5-8 I 17-7-1 I 22-5-8 1
2-0-0 3-6-0 3-6-0 4-5-8 4-1-9 4-10-7
Plate Offsets(X,Y)-- [1:0.4-4,0-0-141,12:0-5-12,0-2-X21,14:0-5-4 0-2-41,15:0-2-8,0.1.13),110:0-4.0,0-4-8],111:0-3-0,0-4-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.14 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.27 9-10 >984 180
BCLL 0.0 * Rep Stress!nor NO WB 0.55 Horz(TL) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:295 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins.
BOT CHORD 2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing.
WEBS 2x4 SP No.2
SLIDER Left 2x4 SP No.2 1-8-11
REACTIONS. (lb/size) 1=4615/0-5-8,7=5399/0-5-8
Max Horz 1=159(LC 24)
Max Uplift/=-2103(LC 8),7=-2182(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-3608/1649,2-3=-8345/3868,3-4=-6727/3060,4-19=-5558/2457,19-20=-5558/2457,
5-20=-5558/2457,5-6=-6661/2864,6-7=-8954/3667
BOT CHORD 1-12=-2851/6331,11-12=-2953/6536,11-21=-3128/6929,21-22=-3128/6929,
10-22=-3128/6929,10-23=-2348/5534,23-24=-2348/5534,9-24=-2348/5534,
9-25=-2983/7439,25-26=-2983/7439,8-26=-2983/7439,8-27=-2983/7439,
27-28=-2983/7439,7-28=-2983/7439
WEBS 2-12=-1543/770,2-11=-366/492,3-11=-1071/2016,3-10=-1948/1107,4-10=-1741/3485,
4-9=-180/288,5-9=-1459/3456,6-9=-2401/980,6-8=-840/2371
111,111_
otl
1)NOTplytruss to be connected together with 10d(0.131'x3•)nails as follows: ••ENOp`S i ... 4,9��'0.
Top chords connected as follows:2x4-1 row at 1-0-0 oc. ♦♦��.��••\G E N• • I2-jam
Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. .••\, F '.. . i
Webs connected as follows:2x4-1 row at 1-0-0 oc.
•
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply No 39380
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .." •
.., . --* • r
3)Unbalanced roof live loads have been considered for this design. =
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat.II; =-0•• i
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 . _ T, •{L
...
plate grip DOL=1.60 0.-Cy.--�-" ct� - •c(j
5)Provide adequate drainage to prevent water ponding. �..-4 : / O ` \' S.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j `` O R
7)*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 �I'',71/ON s ••"" •G ` �,
fit between the bottom chord and any other members. 1' A,`,,%ts
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=2103,
7=2182. Thomas A.Albans PE No.39380
9)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. MITek USA,Inc.FL Cert 6634
10)Use Simpson Strong-Tie HTU26(20.10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 6-0-12 from the left end to 6904 Parke East Blvd.Tampa FL 33610
connect truss(es)to front face of bottom chord. Date:
11)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting May 19,2016
Cont9ll ®-aa ow left end to 20-0-12 to connect truss(es)to front face of bottom chord.
i
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.I0N32015 BEFORE USE
Design valid for use only with Mllek&v connectors.this design is based only upon rxxameters shown,and is for an Individual building component.not
a truss system.Before use,the building designer rntrst veilty the applicobkity of design parameters and properly Incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent buckling of Indh4deol 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 guldance regarding the
to rlcation.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.055-89 and SCSI Bulking Component 6904 Parke East Bbd.
Safely Information available from/mfrs Plate knstttute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610
Job • Truss Truss Type Oty Ply Riverside Homes-Lot 20 ABCC-JB
78662538
J16e226 E02 Hip Girder 1
2 Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:17 2016 Page 2
I D:CSaaV I cA8Cm_.62nU H W YkzEzMm9S-Ss 1 tp4PhASjpvzCygmA?0L201 pVXFBXOpOxDFazEyyC
NOTES-
12)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:1-2=-54,2-4=-54,4-5=-54,5-7=-54,7-13=-20
Concentrated Loads(Ib)
Vert:21=-1900(F)22=-923(F)23=-923(F)24=-928(F)25=-928(F)26=-928(F)27=-928(F)28=-928(F)
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 ran'.I01032OI5 BEFORE USE.
Design valid(or use only with Mitokto connectors.this design Is Ixssod only upon parameters shown.and Is for an Yxllvidud binding component.not
a truss system.Before rase.the biting designer must verity the applicability of design parameters and properly incorporate 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 stabllty and to prevent collapse with posstle personal Injury and properly damage. For general midilce regaling the 6904 Parke East BNd.
fabrication..storage,delivery.erection and bracing o1 trusses and puss systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Bulding Component
Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Fuss -Truss Type Qty Ply Riverside Homes-Lot 20 ABCC•JB
T8662539
J160E26 G01 Rod Special Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.Ft. 7640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:30 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUH WYkzEzMm9S-ZMKoXXZr6SMzzzhSw_v2155A42wgo5?IoXaPCKzEyy?
l 2-0-0 I 7-0-0 I 12-9-12 I 18-7-8 I 23-7-8 i 25-7-8 i
2-0-0 5-0-0 5-9-12 5-9-12 5-0-0 2-0-0
Scale:114"=1'
NAILED
5x8= =
NAILED NAILED 1.5x4 I NAILED NAILED 5x8
8.00 FIT 3 21 22 423 24 25 26 5
4.50niln1 If rn nn IV 1
112
M
6x8
6 6x8 e
2
1�;� 7
' l tL_ C I ft i It
-,‘ 12 71 27 28 10 29 30 9 31 8
6x6 11
1.5x4 i t 6x6= NAILED NAILED 3x8= NAILED NAILED 6x6= 1.5x4 II 6x6 I
NAILED
I 2-0-0 I 7-0-0 I 12-9-12 I 18-7-8 I 23-7-8 I 25-7-8 I
2-0-0 5-0-0 5-9-12 5-9-12 5-0-0 2-0-0
Plate Offsets_(X -- 12:0.5-12,0-3.01,[3:0-5-12,0-2-0],[5:0-5-12,0-2-01,16:0-5-12,0-3-01,17:Edge,0-5-12],[11:0-3-0,0-3-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.21 10-11 >999 240I MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.39 10-11 >790 180
BCLL 0.0 • Rep Stress Incr NO WB 0.47 Horz(TL) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:143 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied.
3-5:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing.
BOT CHORD 2x4 SP No.1D j MiTek recommends that Stabilizers and required cross bracing j
WEBS 2x4 SP No.2 ' be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 Installatio guide.
REACTIONS. (lb/size) 1=2259/0-5-8,7=2258/0-5-8
Max Horz 1=107(LC 7)
Max Uplift1=-1179(LC 8),7.1179(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1248/653,2-3=-3838/2083,3-21=-3854/2185,21-22=-3854/2185,22-23=-3854/2185,
4-23=-3854/2185,4-24=-3854/2185,24-25=-3854/2185,25-26=-3854/2185,
5-26=-3854/2185,5-6=3811/2071,6-7=-1232/646
BOT CHORD 1-12=-1873/3574,11-12=-1900/3610,11-27=-1641/3147,27-28=-1641/3147,
10.28=-1641/3147,10-29=-1632/3161,29-30=-1632/3161,9-30=-1632/3161,
9-31=-1910/3630,8-31=-1910/3630,7-8.1885/3600
WEBS 2-12=-287/225,2-11=-475/281,3-11=-481/1129,3-10=-525/940,4-10=-646/560,
5-10=-518/922,5-9=-478/1125,6-9=-518/300 011111I1/1111
sus S A. it,
NOTES- `•• 0 A.e 1,,
1)Unbalanced roof live loads have been considered for this design. �•N ," • �G E N s•• T •.i
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=26ft;eave=4ft Cat.11; 'N :•\,• ��••� I �.0
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 : •
No 39380
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 7.-0• ___ •
fit between the bottom chord and any other members. : T. •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1179 lb uplift at joint 1 and 1179 lb uplift at .� }� ,1" •:(V
joint 7. .�.t� 4 O :•• „.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 'j `` 0 R �'
d
ils.For more
ls
r to MiTek's ST-TOENAIL
etail.
9)Hanger(s)ordicates 3-10d(0.148"x3")or othe connection device()shallbebe provided2sufficient to support concenttratedeoad(s)286 lb down and 322 lb up at 7-0-0, ,'IIIS�ON A, ,ss
and 286 lb down and 322 lb up at 18-7-8 on top chord,and 332 lb down and 203 lb up at 6-9-14,439 lb down and 249 lb up at 7-2-2,
and 439 lb down and 249 lb up at 18-4-10,and 332 lb down and 203 lb up at 18-9-10 on bottom chord. The design/selection of such Thomas A.Albani PE No.39380
connection device(s)is the responsibility of others. MITek USA,Inc.FL Cert 6634
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610
Date:
LOAD CASE(S) Standard May 19,2016
Continued on page 2
1 1
la
V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MB-7473 rev,r6V3t2015 BEFORE USE.
Design valid for use only with MIk.�connectors.This design B based only upon parameters shown,and Is for an individual bolding component,not
a tress system.Before use,the building designer mus!verity the applicability of dosign 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 coeapse with possible personal Injury and properly damage. For general guidance tegardng the 6904 Parke East Bbd.
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component
Safety Inlormallon available from muss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610
Truss Truss Type Qty P P b Job Reference(optional)Riverside Homes•Lot 20 ABCC-JB
78662539
J161226 GO7 Roof Special Girder --�t -- 1
•
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 Mirek Industries,Inc. Thu May 19 11:36:30 2016 Page 2
ID:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-ZMKoXXZr6SMzzzhSw_v2155A42wgo5?IoXaPCKzEyy?
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,3-5=-54,5-6=-54,6-7=-54,13-17=-20
Concentrated Loads(Ib)
Vert:3=-82(F)5=-82(F)11=-772(F)10=-103(F)4=-79(F)9=-439(F)21=-79(F)22=-79(F)25=-79(F)26=-79(F)27=-103(F)28=-103(F)29=-103(F)30=-103(F)
31=-332(F)
0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10N312016 BEFORE USE. �
Design valid for use only with MltekB connectors.Ibis design is based only upon parameters shown,and Is for an hdlvkkral building component,not
a truss system.Before use,the building designer roust verify the applk:abllty of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing M iTek•
k always required for stability and to prevent collapse with possible personal kytay cod property damage. For general guidance regarding the
fabrication,storage,delivery.erection and braoklg of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Plate institute,218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa,FL 33610
Job • Truss Truss Type Qty 1131Y I Riverside Homes-Lot 20 ABCC-JB
J160926 G02 Root Special 1 1 T8662540
I (Job Reference(optional)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:31 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-1 ZtAlsaUtmUgb7GeUiQHaIeOgSJhXVDR 1 BKykmzEyy_
1 2-0-0 i 9-0-0 I 16-7-8 I 23-7-8 i 25-7-8 1
2-0-0 7-0-0 7-7-8 7-0-0 2-0-0
Scale:1/4"=1'
5x8 M18SHS=
5x5=
3 20 21 22 23 4
8.0012
N
IIIIII
19 24
• 4.50 12
• 5x12
5 5x12 S
2NN.1
Ilt.so
1 `/• i0 KW `66 1'
�� 10 9 25 8 7
3x6 II 1.5x4 II 6x6= 4x10= 1.5x4 I 13x6 '!
I
2-0-0 1 9-0-0 I 16-7-8 i 23-7-8 1 25-7-8 1
2-0-0 7-0-0 7-7-8 7-0-0 2-0-0
Plate Offsets(X,Y)-- [1:0-2-8,0-0-101,13:0-5-12,0-2-0],[4:0-2-12,0-2-01,16:0-2-8,0-2-21
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.08 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.24 7-8 >999 180 M18SHS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(TL) 0.06 6 n/a Na
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:141 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.2 BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-8
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=948/0-5-8,6=948/0-5-8
Max Horz 1=-145(LC 10)
Max Upliftl=-341(LC 12),6=-341(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-398/177,2-19=-1291/537,3-19=-1171/554,3-20=-995/549,20-21=-995/549,
21-22=-995/549,22-23=-995/549,4-23=-995/549,4-24=-1162/552,5-24=-1282/535,
5-6=-395/179
BOT CHORD 1-10=-650/1619,9-10=-663/1622,9-25=-316/1035,8-25=-316/1035,7-8=-666/1575,
6-7=-652/157
WEBS 2-9=-692/362,3-9=-20/374,4-8=-22/375,5-8=-704/363 ,_,416 S�A.�, -i,�
• O ----------------
NOTES-
B -
NOTES- •% se.•••\C E N S•• 9 .••
i
1)Unbalanced roof live loads have been considered for this design. , '' k'•••-‘%• i
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=oft Cat.II; • No 39380
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 19-7-8, : • * - ••
Interior(1)19-7-8 to 23-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& •
MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •
3)Provide adequate drainage to prevent water ponding. 13 • --�-- •
4)All plates are MT20 plates unless otherwise indicated. i .T• �-
:e.,
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 i ''�,(,�•, ( ����
fit between the bottom chord and any other members,with BCDL=10.Opsf. e:''s ••••0 R 1 Q"•••``c\�•
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 341 lb uplift at joint 1 and 341 lb uplift at F, S/ G`,�.
joint 6. 11/i NAL 1•%
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. "1,11111%
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.16932015 BEFORE USE.
la
Design valid for use only with MI1r4ch connectors.this design is bused only upon parameters shown,and is tor an Indivkkui building component,not
a Inas system.Before use,the building designer must veiny the applicability of design parameters and properly Incorporate this design Into the overall
buildng 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 eclipse with possible personal Injury and property damage. for general guidance regarcing the
fabrhotkxt storage,delivery.erection and bracing of trusses and truss systems.seeANS1/1PI1 Quality Criteria,DSB-89 and BCSI Buildkrg Component 6904 Parke East Blvd.
Solely Information available from truss Plate Institute.218 N.lee Street.Sulle 312,Nexandrta,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Riverside Homes•Lot 20 ABCC•JB
78662541
J160E26 G03 Roof Special 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:32 2016 Page 1
ID:CSsaV 1cA8Cm_62nU HW YkzEzMm9S-VIRYyCa6e3chCHrg2PxW 7W AW YreuGl2bFr3W FCzEyxz
2-0-0 6-6-0 11-0-0I 14-7-8 I 19-1-8 I 23-7-8 } 25-7-8
2-0-0 4.6.0 4-6-0 3-7-8 4-6-0 4-6-0 2-0-0
4x7_ Scale=1:49.6
4x4=
4 22 23 24 25 5
8.00112
21
4x4G 4x4
3 6
ru
e. N
r
4.50 12
5x12
5x12
7
2
1 �� 014.11, 8
d
12 11 /0 9
3x8 I 3x4= 5x5= 358= 3x4= 3x8 II
I
2-0-0 l 11-0-0 l 14-7-8 23-7-8 . 25-7-8 l
2-0-0 9-0-0 3-7-8 9-0-0 2-0-0
Plate Offsets(X,Y)-- (4:0-5-4,0-2-01,111:0-2-8,0-3-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.21 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.58 9-10 >531 180
BCLL 0.0 • Rep Stress Incr YES WB 0.30 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:158 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-8 oc bracing.
WEBS 2x4 SP No.2 ,
MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=948/0-5-8,8=948/0-5-8
Max Horz 1=-186(LC 10)
Max Uplift/=-341(LC 12),8=-341(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1821/672,2-3=-2066/855,3-21=-1106/527,4-21=-1060/546,4-22=-933/505,
22-23=-933/505,23-24=-933/505,24-25=-933/505,5-25=-933/505,5-26=-1052/543,
6-26=-1100/523,6-7=-2071/853,7-8=-1825/671
BOT CHORD 1-12=-605/1676,11-12=-426/1117,10-11=-220/850,9-10.418/1116,8-9=-611/1680 I
WEBS 2-12=-534/336,3-12.266/789,3-11=-451/274,4-11=-150/430,5-10=-155/429,
6-10=-453/275,6-9=-265/800,7-9=-534/337
NOTES-
1)Unbalanced root live loads have been considered for this design. `,417111111/i.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; NO 9 A. die
Exp C;End.,GCpi=0.78;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 11-0-0,Exterior(2)11-0-0 to `‘s 00.....•...q4 9 a'aj�
17-7-8,Interior(1)17-7-8 to 23-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,��zr .••\G E N s /4,',°
2,°
forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • • V •F •. / i
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 20.0psf 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 341 lb uplift at joint 1 and 341 lb uplift at :"O. +
joint 8. i
Job Truss Truss Type Qty Ply Riverside Homes•Lot 20 ABCC-JB '
J160C26 G04 Roof Special 1 1 78662542
Job Reference(optional) 1
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 Milek Industries.Inc. Thu May 19 11:36:33 2016 Page 1
I D:CSsaV 1 cA8C m_62 nU H W YkzEzMm9S-_x?wAYbkPN kYgRQ 1 c7Sltjj qF F2p?RkkU Vp3oizEyxy
1 2-0-0 t 7-1-0 I 12-2_0 —113.5.81 18-6-8 I 23-7-8 1 25-7-8 I
2-0-0 5-1-0 5-1-0 1-3-8 5-1-0 5-1-0 2-0-0
4x4= 4x4= Scale=1:53.5
4 24 5 25
[tel
8.00'`,12 26
23
3x5* 3x5
3 6
e 1 N
., C6
4.50 12
5x12 i
5x12
7
2
',Al
e.
4 i t:/I� y y lilli8
�/
14 13 12 11 10 9
3x6 II 1.5x4 I 4x4= 5x5= 3x4= 4x4= 1.5x4 I!356 !I
2.0-0I 7-1-0 1 12-2-0 113-5-61 18-6-8 1 23-7-8 1 25-7-8 l
2-0-0 5-1-0 5-1-0 1-3-8 5-1-0 5-1-0 2-0-0
Plate Offsets(XY)-- 11:0-2-8,0.0-101,18:0-2-8,0-2-21,Fl 2:0-2-8,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP '
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 10-11 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.15 10-11 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.47 Horz(TL) 0.05 8 ria Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-15 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Lett 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 be installed during truss erection,in accordance with Stabilizer
Installation guide._
REACTIONS. (lb/size) 1=948/0-5-8,8=948/0-5-8
Max Horz 1=-205(LC 10)
Max Uplift/=-341(LC 12),8=-341(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-488/224,2-3=-1383/571,3-23=-1050/493,4-23=-1027/514,4-24=-912/478,
24-25=-912/478,5-25=-912/478,5-26=-1017/510,6-26=-1040/489,6-7=-1384/571,
7-8=-489/224
BOT CHORD 1-14=-574/1482,13-14=-584/1486,12-13=-372/1125,11-12=-158/770,10-11=-368/1113,
9.10=-588/1485,8-9=-579/1481
WEBS 2-13=-419/230,3-13=-22/295,3-12=-565/288,4-12=-184/434,5-11=-182/431,
6-11=-569/288,6-10=-21/299,7-10=-418/231
NOTES- `,�111111/1//II
1)Unbalanced roof live loads have been considered for this design. ,�%% p,S A. A ",�
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=26ft;eave=oft;Cat.II; `• o0• (B •
Exp2)12-2-0 to
8,End.,
telriorr((1)p16-5-8 to 23F-8 zone;RS cant lever left andonal)and C-C xrightrexposed to
verticalrleft(1)and right exp sed;C C-0 to 12-2-0, efor(members and �,`'�?"•\- G E N SF• •q2/,�•••
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • •
No 393. 80 : . 1.
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. * l—;
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. =-0. • • ,,••:
6)Provide mechanical connection(by others)o1 truss to bearing plate capable of withstanding 341 lb uplift at joint 1 and 341 lb uplift at = • ,. • • •;�(/:
joint8. #. cS 4..►�"G -.or- (V�
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. iii, <•••:•• O A ,O•,••r,,\
e �i�O./10N A�EC�%�%
Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL Cat 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE#45-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with Miele:U connectors.This design Is based only upon parameters shown,and Is for an Individual buNdirrg component.not
a hues system.Before use,the building designer must verify the af..p IicoWIty of design parameters and properly Incorporate this design Into the ovemoll
building design. Brachng indicated is to prevent buckling or IndIvkdeal truss web and/or chord members only. Addtkmal temporary and pxannaxant Ixexcirng Milek'
le always required for stabitty and to prevent collgese with possible personal Injury and property damage. For general guidance regarding the Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUlPI I Quality Criteria,OSB-89 and BCSI BuNdIng Component 690469 P.Parke
FEe Eastt 0
Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314.
•
Job Truss !Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662543
J160e26 G05 .Root Special 6 1
I Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:34 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-S8ZINucMAhsPSb?D9gz_CxG?OtOxkt9uj9YcK5zEyxx
I 2-0-0 , 7-4-14 { 12-9-12 + 18-2-10 I 23-7-8 I
' 25-7-8
2-0-0 5-4-14 5-4-14 5-4-14 5-4-14 2-0-0
4x4= Scale=1:54.6
4
i
8.00 FT 21 22
3x5 e, 3x5
3 5
Ir 1
4.50 12
5x12
5x12
6
2
M 1 i` ��111114111111 7
-• 12 11 10 9 8
3x6 ii 1.5x4 I 4x4= 5x8= 4x4= 3x6 I
1.5x4
I 2-0-0 I 7-4-14 ] 12-9-12 I 18.2.10 23-7-8 I 25-7-8
2-0-0 5-4-14 5-4-14 5-4.14 5-4-14 2-0-0
Plate Offsets(X,Y)-- (1:0-2-8,0.0-101,[7:0-2-8,0-2-2],I10:0-4-0,03-01 —
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.06 10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.15 11-12 >999 180
BCLL 0.0 • Rep Stress!nor YES WB 0.52 Horz(TL) 0.05 7 rVa rVa
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:154 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 be installed during truss erection,in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size) 1=948/0-5-8,7=948/Mechanical
Max Horz 1=-217(LC 10)
Max Uplift1=-341(LC 12),7.341(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-478/216,2-3=-1381/552,3-21=-1045/467,4-21=-1021/490,4-22=-1021/490,
5-22=-1045/467,5-6=-1381/552,6-7=-478/216
BOT CHORD 1-12=-566/1502,11-12=-576/1504,10-11=-347/1107,9-10=-343/1095,8-9=-580/1496,
7-8=-570/1493
WEBS 4-10=-351/873,5-10=-584/295,5-9=-24/303,6-9=-454/243,3-10=-584/295,
3-11=-24/303,2-11=-454/243
NOTES-
1)Unbalanced roof live loads have been considered for this design. .,,,,•
I I IIl i l t,,,
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=261t;eave=4ft;Cat.II; ,0S,A S A. tI,,
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 2-0-0,Interior(1)2-0-0 to 12-9-12,Exterior(2)12-9-12 to mss' r• A B i,
15-9-12,Interior(1)23-7-8 to 25-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,,��.r�•'�C ENS'•. T4,
forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip OOL=1.60 ' �' •'• �i
3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. NO 39380 •
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 • *--- i. F
fit between the bottom chord and any other members. ,
5)Refer to girder(s)for truss to truss connections. — fi
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 341 lb uplift at joint 1 and 341 lb uplift at ='O• • e
Joint 7. i. ' • .,¢ _ „
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ' I+.- Y
Thomas A.Alban'PE No.39380
MITAUSA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1
is,
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERANCE PAGE MR-7473 rev.1003/2015 BEFORE USE.
Design valid for use only with Mllekee connectors.1Ns design Is Ixtsed only upon parameters shown,and Is kr an kidlvidual balding component.not
a truss system.Before use,the building g designer must verily the appxkctbltlty of design',ammeters and properly Incorpor<:tar this design Into the overall
bulking design. Bracing Indicated Is to prevent budding of Indlvidud 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 Inbry and property damage. For general gukicnce regarding that
fabrication,storage,delNery,erection and bracing of inisses and truss systems,seeANSI/TPI1 Qualify Criteria,058.89 and BCS(Building Component 6904 Parke East Blvd.
Safely Inlormatlon available from buss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
•
Job Truss Truss Type Oty Ply I Riverside Homes•Lot 20 ABCC•JB
T8662544
J160E26 G06 Roof Special 1 1 I
Job Reference(optional)
Manning Building Suppkes, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:35 2016 Page 1
I D:CSsaV1 cA8Cm_62nUH W YkzEzMm9S-wK7gaEd_x_G3kaPjYVDk8oA83kATKP1 yplAsXzEyxw
I 2-0-0 I 7-4-14 12-9-12 j 18-2-10 I 23-7.8 1 25-7-8
2-0-0 5-4-14 5-4-14 5-4-14 5-4-14 2-0-0
4x4= Scale=1:56.2
4
L
8.00 12
21
3x5% 3x5��
3
r 1
e4
4.50 'I.
5X12
5x12
6
2
imb
I as 10000010:gliii�� ca
+n_lag. 7 1.
12 11 10 9 8
3x6 ii 1.5x4 I 4x4= 5x8= 4x4= 3x6 II
1.5x4 I
I 2-0-0 I 7-4-14 I 12-9-12 I 18-2-10 I 23-7-8 , 25-7-8
2-0-0 5-4-14 5-4-14 5-4-14 5-4-14 ' 2-0-0
Plate Offsets(X,Y)-- [1:0-2-8 0.0-101,[7:0-2-8,0-2-21,[10:0-4-0,0-3-0] _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.06 10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.15 11-12 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:154 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 , be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=948/0-5-8,7=948/0-5-8
Max Horz 1=-217(LC 10)
Max Uplift1=-341(LC 12),7=-341(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-478/216,2-3=-1381/552,3-21=-1045/467,4-21=-1021/490,4-22=-1021/490,
5-22=-1045/467,5-6=-1381/552,6.7=-478/216
BOT CHORD 1-12=-566/1502,11-12=-576/1504,10.11=-347/1107,9-10=-343/1095,8-9=-580/1496,
7-8=-570/1493
WEBS 4-10=-351/873,5-10=-584/295,5-9=-24/303,6-9=-454/243,3-10=-584/295,
3-11=-24/303,2-11=-454/243
NOTES-
1)Unbalanced roof live loads have been considered for this design. III11111//,.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0psf;h=251t;B=451t;L=26ft;eave-_41t;Cat.II; ,•‘ S A. l/,,
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-0 to 2-0-0,Interior(1)2.0.0 to 12-9-12,Exterior(2)12-9-12 to ,�`, . .......q
f15-9-12,Interior(1)orces&MW FRS for23-7-8
7-810reactions 25-7-8 shown;Lumber;cantilever
DOL 11'60 plate right
gexposed DO1 end0 vertical left and right exposed;C-C for members and :♦�.r�.�� E N s .• ;9-i,/.,•• '
•
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ; i
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 Z N o-_3*9380 ••- M
fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 341 lb uplift at joint 1 and 341 lb uplift at
joint 7. •••13. • t
6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. 1•4 T. • • :,1:11,:::
•
•,, ,'• o... l'Occ./r,,\ $
',I`,�ONAs os-
isliiiiits-
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verily design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10032015 BEFORE USE.
Design valki for use only with Mllekav connectors.this design is based only upon parameters shown,and Is for an hc9vkkal holding component.not •
a truss system.Belore use,the building designer must vedfy the cavilcaLAllty of design txxamefers and properly kx:apxrate this design Into the overall
building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary ry 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 o1 busses and truss systems,seeANSI/lP11 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avc able from truss Plate Institute,218 N.Lee Street,S&Ate 312,Nexancida.VA 22314. Tampa.FL 33610
Job • Truss Truss Type Qty Ply Riverside Homes•Lot 20 ABCC-JO
T6662545
J160926 007 Roof Special 1 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 Mack Industries.Inc. Thu May 19 11:36:36 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-OW h3oadcil67hu9cHFOSHMLLuT4PCnfBAT2jOzzEyxv
I 2-0-0 } 7-4-14 I 12-9-12 I 18-2-10 I 23-7-8 I 25-7-8 I
2-0-0 5-4-14 5-4-14 5-4-14 5-4-14 2-0-0
4x4= Scale=1:54.6
41111
4
r
8.00 221 22
3x5:- 3x5•:-.,3 5
r 1
4.50112
5x12
Aillhhhhv464,4.5x12
2
12 11 10 9 a
3x6 II 1.5x4 I 4x4= 5x8= 4x4= 3x6 I
1.5x4 I
I 2-0-0 I 74.14 I 12-9-12 I 18-2-10 I 23-7-8 , 25-7-8 I
2-0-0 5-4-14 5-4-14 54-14 5-4-14 2-0-0
Plate Offsets(X,Y)-- [1:0-2-8,0-0-10],[7:0-2-8,0-2-21,110:0-4-0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.06 10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.15 11-12 >999 180
BCLL 0.0 • Rep Stress!nor YES WB 0.52 HOrz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:154 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing.
WEBS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1-10-7 be installed during truss erection,in accordance with Stabilizer
I Installation guide.
REACTIONS. (lb/size) 1=948/Mechanical,7=948/Mechanical
Max Horz1=217(LC 10)
Max Uplitt1=-341(LC 12),7=-341(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-478/216,2-3=-1381/552,3-21=-1045/467,4-21=-1021/490,4-22=-1021/490,
5-22=-1045/467,5-6=-1381/552,6-7=-478/216
BOT CHORD 1-12=-566/1502,11-12=-576/1504,10-11.347/1107,9-10=-343/1095,8-9=-580/1496,
7-8=-570/1493
WEBS 4-10=-351/873,5-10=-584/295,5-9=-24/303,6-9=-454/243,3-10=-584/295,
3-11=-24/303,2-11=-454/243
NOTES-
1)Unbalanced roof live loads have been considered for this design. �1 ig
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=oft;Cat.II; ,`,�f, S A. �it�
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 2-0-0,Interior(1)2-0-0 to 12-9-12,Exterlor(2)12-9-12 to ��N ONS ,iZ0 �sj
15-9-12,Interior(1)23-7-8 to 25-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,%�'Ne..•'\G•E N s 12'i�
forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \.- •• / •i
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 N O 3 9380 ;-_.- .
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 341 lb uplift at joint 1 and 341 lb uplift at :"0• — • ►
joint 7. % ' .�:T• • - •: L�
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ;•••:-0,--.-
,•'�SS�4NAliti �E;.� •
`•
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03//2015 BEFORE USE. __ Ir
Design valid for use only with Mlleke 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 txxorneters and properly incorporate this design into the overall
biding design. Bracing indicated Is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
is always required(or stability and to prevent collapse with possible personal tyury and property damage. for general guidance regarding Bre
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DS8-89 and SCSI Building Component 6904 Parke East BNd. I
Safely Information available from truss Plate Institute.218 N.lee Street.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610
•
Job Truss Truss Type Oty Ply Riverside Homes•Lot 20 ABCC-JB
T6662546
J160e26 G08 Roof Special 1 1 ,
I Job Reference(option)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11'36:36 2016 Page 1
ID:CSsaV 1 cABCm_62nU H W YkzEzMm9S-O W h3oadci167hu9cHFOSHMLHYT2nCpeBAT2jOzzEyxv
I 2-0-0 I 7-0-0 12-0-0 I 13.7-0 { 18.7-8 j 23-7-8 I 25-7-8 I
2-0-0 5-0-0 5-0-0 1-7-8 5-0-0 5-0-0 2-0-0
4x10= Scale=1:52.3
4x4=
4 22 23 5
-n
11111111111114111111N
8.0012
21 24
4x4 4x4
3 6
ON m
w
• 4.5012
5x12% 5x12 S
kle7
2
II ➢ to
12 11 10 9
3x8 II 3x4= 6x6= 3x8= 3x4= 3x8 II
I 2-0-0 i 12-0-0 i 13-7-8 I 23-7-8 I 25-7-8 I
2-0-0 10-0-0 1-7-8 10-0-0 2-0-0
Plate Offsets(X,Y)-- [1:0-3-8,EdAel,f4:0-7-12,0-2-01,[8:0-3-8,Edge1,I11:0-3-0,Edge]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeil Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.58 9-10 >526 180
BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 8 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins.
1-2,7-8:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing.
BOT CHORD 2x4 SP No.1 D I MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2x4 SP No.2 1-10-7,Right 2x4 SP No.2 1.10-7 Installation guide. I
REACTIONS. (lb/size) 1=948/Mechanical,8=948/Mechanical
Max Horz 1=-205(LC 10)
Max Uplift1=-341(LC 12),8=-341(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1841/652,2-3=-2097/843,3-21=-1078/493,4-21=-1054/514,4-22=-936/482,
22-23=-936/482,5-23=-936/482,5-24=-1048/511,6-24=-1071/489,6-7=-2099/840,
7-8=-1842/649
BOT CHORD 1-12=-588/1700,11-12=-395/1095,10-11=-169/798,9-10=-387/1087,8-9=-593/1699
WEBS 2-12=-583/355,3-12=-279/862,3-11=-486/298,4-11=-162/434,5-10=-178/439,
6-10=-486/298,6-9=-275/869,7-9=-584/356
NOTES- 0%111111fff
1)Unbalanced roof live loads have been considered for this design. �tttfit
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4-2psl;BCDL=3.0pst h=25ft;B=45ft;L=2611;eave=4ft;Cat.II; `0% OPS A• A4 '•,
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-10-4,Interior(1)1-10-4 to 12-0-0,Exterior(2)12-0-0 to � B ��
-9,t..
13-7-8,Interior(1)16-7-8 to 23-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and •% sZ,• V G E N S`�.••• °o'
forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. NO 39380
4)This truss has been designed lora 10.0 pet bottom chord live load nonconcurrent with any other live loads. "" •
. . --* ' r
5)•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. - . • • ,:
6)Refer to girder(s)for truss to truss connections. �.� • -
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 341 lb uplift at joint 1 and 341 lb uplift at 0. — ��1� • j;
joint8. 0 ..•
- �_��
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. °. (�s•. 0 R19.//`-
i'It/'f0 N A�E o'
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
N 1
tut
Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. �
Design valid for use only with Mllekd'l connectors.INS design Is based only upon parameters shown,and Is for anIrrdMd ral buldIng component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
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 WY and property damage. for general guidance regatdIng the
fabrication,storage.delivery,erection and bracing of busses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from buss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
•
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662547
J1611e26 G09 Hip 1 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:37 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-sjFR?weETcE_J2koryXhgZtQ65LVx9jKP7nGxOzEyxu
I 2-0-0 i 10-0-0 I 17-5-4 I 24-10-8 25-7-8
2-0-0 8-0-0 7-5-4 7-5-4 9
Scale=1:48.9
5x8= 2x5 II
1.5x4 II 5x5=
3 16 17 18 4 19 5 6
1.1
8.00 FE 131 \ `
15 I
V)
\ an
•
c
4.50 12 \` ‘7, eo
5x12 i ui
2 \
0
10 9 8 21 22 7
3x6 11 1.5x4 II 6x6= 3x8= 6x6=
I 2.0-o I 10-0-0 1 17-5-4 I 25-7-8 I
2-0-0 8-0-0 7-5-4 8-2-4
Plate Offsets(X,Y)-- [1:0-2-8,0-0-101,13:0-5-12,0-2-01,[5:0-2-8,0-1-131
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.12 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.31 7-8 >983 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:160 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins,
2-3:2x4 SP No.1D except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-9,3-8
OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131'x3")
SLIDER Left 2x4 SP No.2 1-10-7 nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=943/Mechanical,7=943/Mechanical
Max Horz 1=309(LC 11)
Max Uplift1=-333(LC 12),7=-431(LC 9)
Max Grav 1=943(LC 1),7=991(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-343/150,2-15=-1226/508,3-15=-1129/528,3-16=-857/510,16-17=-857/510,
17-18=-857/510,4-18=-857/510,4-19=-857/510,5-19=-857/510
BOT /1010
WEBS 2-10=-2/255,
2-100=22/2055754,998 9/420,3�9=-22 393,4.8 462/358,5-8=-492/1024,5-7=-969/732 �ss"`-'NS1 A. ,4 "I,,
NOTES- �••�` P••\.Etk •N S•••.9A/'/,
1)Unbalanced roof live loads have been considered for this design. • \.- '.'•-,' i
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=2511;B=45ft;L=2611;eave=411;Cat.II; NO 39380 •• i
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 10-0-0,Exterior(2)10-0-010 *-
25-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions: • —
•
shown;Lumber DOL=1.60 plate grip DOL=1.60 • �-
•
3)Provide adequate drainage to prevent water ponding. -fi.••
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .:;„ " • „6 T• • ' •fi./-I'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 ,, ►� -.� ‘ :4/
fit between the bottom chord and any other members,with BCDL=10.0psf. 0. 4 f.1.`.
•
0• ..• •_s.
6)Refer to girder(s)for truss to truss connections. �i�s••'•9 ..
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 333 lb uplift at joint 1 and 431 lb uplift at ��,SAO N A1-EC4 •
joint 7. ///1111 t 1111��,
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/13/2015 BEFORE USE. N.
Design valid for use only with MI1ekF:connectors.this design Is based only upon parameters shown-and Is tot an Individual residing component not
a truss system.Before use,the bxtlkfing designer must verity the applicability of design parameters and properly incorporate this design Into the overall
folding design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' j
Is always reguked for stability and to prevent colla=pse with possible personal Irrltry and properly damage. For general guidance regarding the I
tabxlcation.storage,delivery,erection and bracing 01 trusses and truss systems-seeANSI/TPI l Quality Criteria.DS8.69 and Bal Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA22314. Tampa.FL 33610
Job Truss Truss Type Qty -Ply Riverside Homes•Lot 20 ABCC-JB
T8662548
J164226 010 Hae Hip 1 1
Job Reference(option
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11.36:38 2016 Page 1
ID:CSsaV 1 cA8Cm_62nUH WYkzEzMm9S-KvppDGttEVMrWCI_Og2WMr10f_GfPgj6TenXgTszEyxt
2-0-0 8-0-0 13-9-5 I 19-10-3 I 25-7-8 {
2-0-0 6-0-0 5-9-5 6-0-14 5-9-5
i Scale=1:45.7
5x5= 2x4 H
I
3x4= 3x4=
3 17 18 4 5 19 20 6
8.00 I it, a
I
V 4.50 riy �
16
vi 5x12
2
• V \i
11 10 21 22 8 23 24
g 7
3x6 I i
1.5x4 II 5x12= 3x4= 6x6_
I 2-0-0 8-0-0 I 16-9-12 I 25-7-8 I
2-0-0 6-0-0 8-9-12 8-9-12
Plate Offsets(X,Y)-- 11:0-2-8,0-0-101 13:0-2-8,0-1-131,[10:0-5-8,0.3-01 11
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Weft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.14 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.37 7-8 >819 180
BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.06 7 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:145 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.2-11 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7
SLIDER Left 2x4 SP No.2 1-10-7 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=943/Mechanical,7=943/Mechanical
Max Horz 1=252(LC 11)
Max Uplift1=-334(LC 12),7=-445(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-441/201,2-16=-1324/558,3-16=-1238/578,3-17=-1047/5.56,17-18=-1047/556,
4.18=-1047/556,4-5.1052/539
BOT CHORD 1-11=-919/1556,10-11=-932/1562,9-10=-932/1562,9-21_655/1190,21-22=-655/1190,
8-22=-655/111,
31
WEBS 2-9=-567/318,33-9=92/425,4-9=-262/128,,8-23=-472/831, 75.83145 516,5-8 1 087/5 52 ��.�`,�p S A��q�����,
�„� <B �i
NOTES- ,•A\`�• \GENS'••.94,••
1)Unbalanced roof live loads have been considered for this design. • �' •••• •
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Opsf;h=25ft;B=45tL L=26ft;eave=oft;Cat.II; NO 39380. :-___
Exp C;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 8-0.0,Exterior(2)8-0-0 to 12-2-15 -
zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; : —
Lumber DOL=1.60 plate grip DOL=1.60 = •
3)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. 12`.• 6' a
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 i.6 i e 4,/::
fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Refer to girder(s)for truss to truss connections. 'i,' • O R\0•\\\��:`�
7)Projoinvide mechanical connection(by others)of truss to bearing plate capable of withstanding 334 lb uplift at joint 1 and 445 lb uplift at l,,,5�O N. �%��,
Iiiipoils-
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1 pill
0 WARNING-Verify design panmabrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.111-7473 rev.10173/2015 BEFORE USE
Design valid for use only with Mllek8 connectors.this design is based only upon parameters shown,and is for an ksdM tool building component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
bulking design. tracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek I,I
Is always requked for stability and to prevent collapse with possible personal tyuy and property damage. For general gricknce regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/1111 Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avc fable from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
•
I Job Truss I Truss Type Qty I Ply Riverside Homes-Lot 20 ABCC•JB
T8662549
J16(7226 Gil (HALF HIP GIRDER 1 1
I Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:39 2016 Page 1
ID:CSsaV1 cA8Cm_62nUH W YkzEzMm9S-o5MBQcgV_DUiYMtByNZ9v_zgmg04P4udsRGN?IzEyxs
6-8-8
I 12-11-0 I 19-1-8 I 25-7-8
6-2-8 6-2-8 6-2'8 6.6-0
Scale=1:45.0
NAILED NAILED NAILED NAILED
6x6— NAILED NAILED NAILED 2x4 II NAILED NAILED 3x6 NAILED NAILED 8x8 NAILED NAILED 4x7=
1 11 12 13 14 2 15 16 17 3 18 19 420 21 22 23 524
• nn nn 1n 2 nil nn nn acm an of frir nn of n
::
ICA .e.".'---
11 nn 11n1n T • no nn nn r# nn nn on II in
25 26 27 9 28 29 30 8 6
31 32 733 34 35 36
10
4x10 II NAILED NAILED 7x10= NAILED NAILED 2x4 II NAILED NAILED 6x10= NAILED NAILED 4x10 I'.
NAILED NAILED NAILED NAILED NAILED
I 6-84 I 12-11-0 I 19-1-8 I 25-7-8 --_--- I
6-8-8 6.2.8 6-2-8 6-6-0
Plate Offsets()(,Y)-- (1:0-3-0,0-1-131,14:0-4-0,0-4-81,16:Edge,0-3-8),19:0-5-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.18 8-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.31 8-9 >992 180
BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(TL) 0.05 6 n/a ata
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:184 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing.
OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-1-9,5-7
Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3")
nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=1920/Mechanical,10=1861/Mechanical
Max Horz 10=-170(LC 4)
Max Uplifts=1073(LC 5),10=1035(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-11.2673/1479,11-12=-2673/1479,12-13.2673/1479,13-14=-2673/1479,
2-14=-2673/1479,2-15=-2673/1480,15-16=-2673/1480,16-17=-2673/1480,
3-17.2673/1480,3-18=-2568/1415,18-19=-2568/1415,19-20=-2568/1415,
4-20=-2568/1415,4-21=-2568/1415,21-22=-2568/1415,22-23=-2568/1415, ``1\1111111////
23-24=-2568/1415,5-24=-2568/1415,5-6=-1710/1026,1-10=-1696/1004 `,,�t-A p,S A. 4 ,'I,�
BOT CHORD 9-28=-1889/3365,28-29.1889/3365,29-30=-1889/3365,8-30=-1889/3365, N Qr' B e
8-31=-1889/3365,31-32.1889/3365,32-33=-1889/3365,7-33=-1889/3365 ��isZ`•••••G E NS•• 14,1/
WEBS 1-9=-1675/3017,2-9=-574/533,3-9=-80W442,3-8=-77/514,3-7=-928/516, ,. �••••
4-7=-544/503,5-7=-1624!2920 No 39380 . •_
"
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=lolmph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=450;L=26tt;eave=4ft;Cat.II; =
Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 -0• • e =
plate grip DOL=1.60 .- % •• 4 • A^ - •ems:
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. '40�"'4,t�• i Q ••• ��
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 ��`` i•'•.9 R,...`C?`��
fit between the bottom chord and any other members. '',�S/O N AL - -ss
5)Refer to girder(s)for truss to truss connections. /////11111111111
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1073 lb uplift at joint 6 and 1035 lb uplift at
joint 10. Thomas A.Albans PE No.39380
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. MiTek USA,Inc.FL Cert 6634
8)"NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 6904 Parke East Blvd.Tampa FL 33610
9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date:
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or beck(B). May 19,2016
Continued on page 2
1 mil,
0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10038015 BEFORE USE.
Design valid for use only with MlleIci connectors.this design Is Lased only upon parameters shown,and Is for an Individual building component not
a truss system.Before use,the balking designer must verity the applicability of design parameters and property incorporate this design Into the overall
] building design. Bracing indicated Is to prevent buckling of Irxilvldu ll teas web and/or chord members only. Additional temporary and permanent bracing
is andMiTek'
always required for slablIty to prevent collapse with possble personal Injury and property dactn
nage. For general guldce regarding the Parke East Blvd.
ktbricatkxt storage,delivery,erection and bracing of musses and truss systems.seeANSVIPII Quality Criteria,DSB•89 and BCSI Building
ding Component Tampa.04 Park
FE3st0
Safety Information available from teas Plane Institute,218 N.Lee Sheet.Suite312,Alexandria.VA 22314.
•
Job 'Truss Truss Type IQty Ply Riverside Homes-Lot 20 ABCC•J8
T8662540
J160026 IG11 HALF HIP GIRDER 11 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:39 2016 Page 2
ID:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-o5MBQcgV_DUiYMtByNZ9V_zemg04P4udsRGN?IzEyxs
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-5=-54,6-10=-20
Concentrated Loads(Ib)
Vert 8=-93(B)3=-52(B)12=-52(B)13=-52(B)14=-52(B)15=-52(B)16=-52(B)17=-52(B)18=-52(B)19=-52(B)20=-52(B)21=-52(B)22=-52(B)23=-61(B)25=-93(B)
26=-93(B)27=-93(B)28=-93(B)29=-93(B)30=-93(B)31=-93(B)32=-93(B)33=-93(B)34=-93(B)35=-93(B)36=-97(B)
I mg
WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.IOJ032Ofli BEFORE USE.
Design valid for use only with MlTekr)connectors.Us design Is based only upon parameters shown.and Is for an Individual building component.not
a truss system.Before use.Its building designer must verify the applicability of design rxxaxneters and properly incorporate This design Into the overall
budding design. Bracing Indicated Is to prevent buckling or individual al taus web and/or chord members only. Additional temporary and permanent t ra ctg MiTek'
Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the
fabrication,n,storage,delivery,erection and bracing of trusses and truss systems,seeANSVfPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available haxn Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job • truss Truss Type Oty Ply ! Riverside Homes•Lot 20 ABCC-JB
T8662550
J160926 P01 Piggyback 1 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Thu May 19 11:36:55 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-KAKEn4sXD8VQTp6FuksvYMddh7dm9VtzYw8DZNzEyxc
2-0-0 11-3-0
I 2-0-0 I 73-0 I 2-0-0
Scale=1:19.0
1
8.00 12
3x4= 1.5x4 II 3x4= 1
2 7 3 8 4
AI
$ -
1 5
N
n O
O d
op.pp ••i•••i•;•••;•••ii•••••.•i••••••i•;•;•*:••••i• i•••;••••••••••i •;•;••••••ii•!•!•;•t•••i•i•••i•;•;•••i••••$•• •• i : • • • 0
6
2x4;"i 1.5x4 I 2x4
I 11-3-0
11-3-0 -.. -.
Plate Offsets KY).- (2:0-2-0,0-2-3],(4:0-2-0,0-2-3]
LOADING psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:33 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.2 r MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=193/10-9-12,5=193/10-9-12,6=348/10-9-12
Max Horz1=26(LC 11)
Max Uplift1=-76(LC 9),5=-76(LC 8),6=-168(LC 9)
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=lolmph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 6-2-15,Interior(1)6-2-15 to 9-3-0,Exterior(2)9-3-0 to
10-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. 0111111114
4)Gable requires continuous bottom chord bearing. `�� /,��
5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. NO �&S A. Az e,�
6)'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 `� B ,
fit between the bottom chord and any other members. O • °,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 1,76 Ib uplift at joint 5 ♦♦�?' G E N SF•'•�� '��
and 168 lb uplift at joint 6. No 39380 I.
8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ •.- • -
9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer. = • .
'O . • .
It
Ir '♦
..
c', ,•4OR10. \
S • �,
"I Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
11 Date:
May 19,2016
i I
0 WARNING-Verify d sign param.brs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 row.10103/2015 BEFORE USE.
11111.
Design valid for use only with MilekS connectors.this design Is bused only upon parameters shown.and Is for an indivkiud bulding component.not
a truss system.Before use,the balalrlg designer must verity the applk:abrity 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 brcx:lrng MiTek'
Is always requited for stability and to prevent collapse with possible personal inlay and property damage. For general guidance race regarding the
fatudcalio n,storage,delivery-erection and bracing of trusses and Inns systems-seeANSI/IP6904 Parke East Blvd.
I1 Qualify Criteria,DSB-$9 and SCSI Building Component Tampa. Est B
Safely Information available from truss Plate institute.218 N.Lee Street,Suite 312,Alesondri a.VA 22314. mp •
Job cuss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
18662551
J169226 P02 Piggyback 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:55 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-KAKEn4sXD8VQTp6FuksvYMdf27dZ9V5zYw8DZNzEyxc
3-6-0 7-9-0 11.3-o
. 3-6-0 f 4-3-0 I 3-6-0
Scale a 1:19.0
3x4= 1.5x4 II 3x4
2 3 4
D8.00 FIT !!
N
Y N
N
5
1 O • O
eq Y
.:i - :•••....••••••••.••••••••..•••. *M•••••••••...••••••••..•••••••..•.•...•••••.••••••••••.•.•••••• ••••••••.•••.•..•••••.••.•••• 'g taro
6
2x4-i 2x4
1.5x4
11-3-0
I 11-3-0
Plate Offsets(X,Y)-- [2:0-2-0,0-2-3),[4:0-2-0,0-2-3]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:35 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.
OTHERS 2x4 SP No.2 r MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=236/10-9-12,5=236/10.9-12,6=261/10-9-12
Max Horz 1=-54(LC 10)
Max Uplift/=-103(LC 12),5=-103(LC 12),6=-91(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-260/202,4-5=-260/202
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever lett and right exposed;end vertical left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)Gable continuous bottom chord bearing.
5)This truss has sbeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,`,,,BP`S A.�,4, �I4
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 ♦♦ o0 -------- �e ,jam
fit between the bottom chord and any other members. ♦ •••- E N 14, •
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 lb uplift at joint 1,103 lb uplift at joint 5 ♦ �?• V G `SF•••. / t�
and 91 lb uplift at joint 6. No 39380 '
• • •.
8)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. .
9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer. = •
,.
��iii;1"11,11110--
1 O N A , its%
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE it
Design valid for use only with Mitek connectors.This design Is based only upon parameters shown,and is for an i ndMdrol building component,not
a teas system.Before use.the l wNding designer must verify the applicability of design parameters and property incorporate this design Into the overall
bulling design. B'acksg Indicated Is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with rx>ssbie personal tYray and property damage. For general gukicnce regarding the
fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-$9 and SCSI Bulling Component 6904 Parke East Blvd.
Safety Information avcilobie horn Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 72314. Tampa.FL 33610
Job Truss Truss Type Qty i Ply Riverside Homes-Lot 20 ABCC-JB
I T8662552
J160226 P03 Piggyback i1 1
I Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:56 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-oNud7Qt9_RdH4zhSSSN85aAncXyW uy07naun6pzEyxb
I
5-6-0 5-9-9 11-3-0 I
5-6-0 0-3-6 5-6-0
Scale=1:24.5
4x4=
2
8.00 12 Pill
7
6
8
5
3
1 ,, w
O 1tI cy fD
o'. ...-.- .•...•D.o❖.•••.•:.:•:.X.C•:❖.❖.❖.•.•.❖:•:❖:•:S••. . - ...... - .. _ :••'•..:❖•.•....X.�:•: 'd I
C. 0
2x5 i ° 2x5 C"
1.5x4 ' 1
i 11-3-0 I
11-3-0
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - rVa 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:38 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.
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=174/10-9-12,3=174/10-9-12,4=386/10-9-12
Max Horz1=94(LC 11)
Max Upliftl=-75(LC 12),3=-75(LC 12),4=-113(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=4.2psh BCDL=3.Ops1;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 3-8-0,Interior(1)3-8-0 to 5-7-8,Exterior(2)5-7-8 to 8-7-8
zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
1 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 `��1 !/i���
fit between the bottom chord and any other members. ,%Os p,S A. q Ise
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 1,75 lb uplift at joint 3 ,• O . Z& ,jam,
and 113 Ib uplift at joint 4. ,•%�� •.�G E N s''•.,,-4% °.
7)"Semi-rigid pitchbreaks with fixed heels`Member end fixity model was used in the analysis and design of this truss.
8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building = N O 39380 •�•
designer.
��i"i,S'O N A�t;%••••
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
4
0 WARNING"Wary d sign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10/0312015 BEFORE USENI,
Design valid for use only with Mllek6 connectors.This design is Lased only upon parameters shown,and is for an individual buNding component,not
a truss system.Before use,the baiting designer must verify the cKlplicabiily of design parameters and property incorporate this design Into the overall
bunting design. Racing indicated is to prevent buckling of Individual truss web anti/or chord members only. Additional termpxrary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possbte personal inivay and property damage. For general guidance regarding the
fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSUIPII Qualify Criteria,D58-89 and BCSI Building Corllponent 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 I Truss Type Qty Ply j Riverside Homes-Lot 20 ABCC•JB
78662553
J160926 PO4 Piggyback 7 1 ,
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 a Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:56 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-oNud?Qt9_RdH4zhSSSN85aAncXyW uy07naun6pzEyxb
I 5-7.8 I 11.3-0 ------ I
5-7-8 5-7-8
Scale=1:24.4
4x4-
2
8.00 12
ISsioN7
6
3
111 11,
I e 1 r r
`£ o T�
................
................
4
2x5�i1.5x4 II 26
11.3-0
11-3-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid , PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 ! MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) rVa - n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:38 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.
OTHERS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
I
Installation guide.
REACTIONS. (lb/size) 1=174/10-9-12,3=174/10-9-12,4=386/10-9-12
Max Horz 1=94(LC 11)
Max Uplift1=-75(LC 12),3=75(LC 12),4=-113(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=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-0 to 3-8-0,Interior(1)3-8-0 to 5-7-8,Exterior(2)5-7-8 to 8-7-8
zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3)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 ive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,,``,01111111f/4,','
fit between the bottom chord and anyother members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 1,75 lb uplift at joint 3 _'e•OM, .e �,
and 113 lb uplift at joint 4. `��sZ• .•• GENe-.14.:..
7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • V � •'• - o•
8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building No 39380 •:.
designer.
r e •
Thomas A.Albans PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
is,
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.1003/2015 BEFORE USE '
Design valid for use only with Mllekfo connectors.Ills design b based only upon(parameters shown.and Is for Cal Irxlivdual building component,not
a truss system.Before use,the building designer must verity Hie applicability of design parameters and properly Incorporate this design Into the overall
txlcirlg design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additonri temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possible personal Nn.zy and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-99 and SCSI Bultdlng Component 6904 Parke East Blvd.
Sagely Information available from Truss Plate Institute.218 N.lee Street.Suite 312. 1exanclrb,VA 22314. Tampa,FL 33610
I
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
78662554
J160226 J01 Jack-Panial Girder 4 1
Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:40 2016 Page 1
ID:CSsaV1 cA8Cm_62nUHW YkzEzMm9S-GlwZexh7lXcZAW SN W 54ORCV2h4MP8hCm550xYIzEyxr
1.6.12I 2-9-15 I 6-2-4 I 9-10-1
' 1-6-12 1-3-4 3-4-5 3-7-13
5 Scale=1:28.1
5.66 Fil
NAILED
5x5 15
I
4
NAILED �� r`
•
3.18 12 tq or
Y e
454 II0
NAILED
3x4% 3
13 �
J 4ce
. .i w 1(
� � I II ,r
litasil 16 17 18 7
O� 83x4=
NAILED NAILED NAILED 6
3x6 II 3x4=
I
2-9-15 I 9-10-1
2-9-15 7-0-2
Plate Offsets(X,Y)-- (1:0-2-4.0-1-14]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.13 7-8 >918 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.36 7-8 >322 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) -0.02 5 n/a n/a
BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:48 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-6 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation ulde.
REACTIONS. (lb/size) 1=419/0-7-0,5=79/Mechanical,6=364/Mechanical
Max Horz 1=165(LC 25)
Max Upliftl=-141(LC 8),5=-65(LC 8),6=-176(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-956/302,3-14=-1020/362,4-14=-995/369
BOT CHORD 1-16=-427/890,8-16=-427/890,8-17=-222/345,17-18=-222/345,7-18=-222/345
WEBS 4-8=-2791722,4-7=-439/283
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60 ,`,111111111/////
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _�� _PS A• A, ti�i
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 `s 0 e •�
fit between the bottom chord and any other members. `�•%,``r•••• ••\
C+E N %.14,, 0
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 1,65 lb uplift at joint 5
No 393__80
and 176 lb uplift at joint 6. -*" •
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
8)"NAILED"indicates 3-10d(0.148°x3")or 2-12d(0.148°x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. _ •
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _'O• ___...---- •
"_ ...e.:.
LOAD CASE(S) Standard , tS• •b T ��
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,
Uniform Loads
Concentratederr: 3=l 1-3=-54,s 3b)5-54,6-9=-20 ,��'� :..;0°NRAII-C1...f%'.%11.1111111"-
Vert
1 • `
Ven:15.3(B)16=-6(B)17=-55(B)18=-75(B)
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MT1EK REFERANCE PAGE MB•7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MldekS)connectors.this design is based only upon parameters shown,and is form Individual building component.not
a truss system.Before use,the balding designer must verity the applicabllty of design parameters and properly Urcorp orate this design into the overall
buldng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addtbrlal temporary and permanent bracing M iTe k-
Is always required for stability and to prevent collapse with possible personal inlay and properly damage. for general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery.erection and bracing of trusses and Inns systems,seeANSI/TP11 Quality Cdteda,DS8-89 and SCSI Building Component
Safely Information avcllabte from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
i Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
78662555
J160226 J02 Jack-Partial Girder 2 1
Job Reference(option
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:41 2016 Page 1
ID:CSsaV 1 cABCm_62nU H W YkzEzMm9S-IUUyrHhIW gkPnf 1 Z4obd_P2EhUjLtBXwKI1U4BzEyxq
1-6-12 I 2-9-15 I 6-1-2 I 9-7-13 I
1-6-12 1-3-4 3-3-3 3-6-11
5 Scale=1:27.7
5.66 Fri
NAILED
15
5x5 i I 1
4
NAILED Ilku?m 3.18[12 14 a o
e 4x4
NAILED V
1 3x4
3
13��
a 'moi M.
iV ,
en
4 IIMO II A
► 16 17 18 7
I� 83x4=
NAILED NAILED NAILED 6
3x6 I, 3x4=
2-9.15I 9-7-13 9$0
2-9-15 6.9-14 3
Plate Offsets(X,Y)-- 11:0-2-4 0-1-141
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.12 7-8 >969 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.33 7-8 >346 180
BCLL 0.0 * Rep Stress Incr NO WB 0.16 Ii Horz(TL) -0.02 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) ILII Weight:47 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins,
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8.11-14 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation ulde. _
REACTIONS. (lb/size) 1=411/0-7-0,5=77/Mechanical,6=361/Mechanical
Max Harz 1=161(LC 8)
Max Upliri1=-138(LC 8),5=-65(LC 8),6=-174(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-926/294,3-14=-987/351,4-14=-962/359
BOT CHORD 1-16=-415/862,8-16=-415/862,8-17=-216/336,17-18=-216/336,7-18=-216/336
WEBS 4-8=-273/700,4-7=-429/276
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60 `,1111111111:11
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �0%t p`S A. A, 1,,,�,
• 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 �� B
fit between the bottom chord and any other members. :•N s ..•.G E N S'*.,4.0��
5)Refer to girder(s)for truss to truss connections. %
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 1,65 lb uplift at joint 5 = •
No 39380 •.
and 174 lb uplift at joint 6. 1* r
7)"Semi-rigid pitchbreaks with fixed heels`Member end fixity model was used in the analysis and design of this truss.
8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.14853.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • •
_
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 13 •
N.
LOAD CASE(S) Standard •i
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,� rN.i G R 1 Q•.•' ' ��4
Uniform Loads(pit) ,1�1 SiO N AL E�-•••
Vert 1-3=-54,3-5=-54,6-9=-20
Concentrated Loads(Ib) ��111/1111100
Vert:15=-3(B)16=-6(B)17=-55(B)18=-75(B)
Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE. M'
Design valid for use only with Mllekto 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 verity the applIcablity of design parameters and properly Incorporate This design Into the overall
building design. Bracing located 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 hEast Blvd.
rctxk:atlon.storage,delivery.median and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingFL
ng Component 6904 P.Parke Et 0
Safety Information avdlable am truss Plate institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314.
Job + Truss Truss Type Cly Ply I Riverside Homes-Lot 20 ABCC•JB
78662556
J160226 J03 Corner Jack 8 1
!Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc Thu May 19 11:36:41 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-IU UyrHhIW gkPnf 1 Z4obd_P2HTUvftA?wKIIU4BzEyxq
I 1.0.0 I
1-0-0
4.50 12 Scale=1:8.5
2
u1.1 ur
y 7_, -
1 11111 o
3
3x4=
I
1-0-0
1-0-0
LOADING(psi) SPACING 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rVa Wa
5 Ib FT=20%
BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Weight:
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=37/0-5-8,2=21/Mechanical,3=15/Mechanical
Max Horz 1=15(LC 12)
Max Upliftl=-6(LC 12),2=15(LC 12),3=-5(LC 12)
Max Grav 1=37(LC 1),2=21(LC 1),3=17(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right
exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.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. ,��10111111 ifl,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 1,15 lb uplift at joint 2 and `,,s t A PS A. q 11
5 lb uplift at joint 3. • O • `• ' 100
6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .: sZ` .•"\C E A1$•• '94, ••
•
No 39380 •• •. •��
it
•a::T. ,aw :�/.`
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
• 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
f,
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9(9-7473 rev.1a03/2015 BEFORE USE
la.
Design vdkl for use only with Mitek®connectors.ibis design Is txssed only upon 1 arameters shown,and Is to an individual building component,not
a teas system.Before use,the building designer must verify the appliccilily 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 tor stability and to prevent collapse with possible personal!Nay and property damage. For general guidance regarding the Parke East Blvd.
fabrication.storage,delivery,erection and bracing of trussystems.ses and truss seeAN31/IP11 Quality CBulking teda,OSS-89 and SCSI BuFLlking Component 69 6904 P.
Park
East
Safety Information avaiabbe from Truss Plate institute.218 N.tee Street,Suite 312,Alexandria.VA 22314. j _ __
Job + Truss ITrus Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662557
J169226 J04 Corner Jack 8 1
I I Job Reference(optional)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:41 2016 Page 1
I D:CSsaV 1cA0Cm62nUH W YkzEzMm9S-IUUyrHhIW gkPM 1 Z4obd__P2FKUg8tA?WKIIU4BzEyxq
2-0-0 } 3-0-0- I
2-0-0 1-0-0
8.00 Fli Scale=1:13.9
4
3x4 ,
a
4.50 12 3
3x4
2 11
n ' O N
V: 1 ab
N
m .1
illoI 1111
11110*4111 5
AI
3x8 II
1 2-0-0 3.0.0 I
2-0-0 1-0-0
Plate Offsets(X Y)-- [1:0-3-8,Edge]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TO 0.14 Vert(LL) 0.02 5.8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.03 5.8 >999 180
BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=109/0-5-8,4=25/Mechanical,5=83/Mechanical
Max Horz1=56(LC 12)
Max Uplittl=-18(LC 12),4=-23(LC 12),5=-37(LC 12)
Max Grav1=109(LC 1),4=28(LC 17),5=83(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-303/237
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25it B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ,`,,`'"„"If ','
grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %.0 �P$ A. . of
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 ♦% o. ` "E N 4-O '•
fit between the bottom chord and any other members. `♦♦.��.' C' SSC. • / °.•
5)Refer to girder(s)for truss to truss connections. i
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1,23 lb uplift at joint 4 ..... No 39• .380
and 37 lb uplift at joint 5.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. * •_--
l�
• i
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi•7173 rev.10103/2015 BEFORE USE. id,
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is lor an individual building component,not
a htss system.Before use,the baking designer must verify the appticablity of design Txxameters and propotly Incorporate this design Into the overall MiTek*building design. Bracing Indicated is to prevent heckling of Individual truss web and/or chord members only.Additionalrtemp e dp the bracing i
is always required lot stability and to prevent collapse with possible personal injury and property damage. generalg East Blvd.
fabrication.storage,delivery,erection and bracing of trusses trussand systems,seeANSUTP11 Qualify Criteria,DSB-89 and BCSI Building Component 690469 P.Parke East 0
Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Nexanirla,VA 22314.
•
Job Ifruss Truss Type
Qty Ply Riverside Homes-Lot 20 ABCC•JO T8662558I
J166'226 J05 Corner Jack 8 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Thu May 19 11:36:42 2016 Page 1
ID:CSsaV 1 cABCm_62nUH W YkzEzMm9S-Dg2K2diN H8sGPpcldW 7s W dbP0t5icdF3ZPV1 cdzEyxp
I 2-0-0 I 5-0-0 I
2-0-0 3-0-0
Scale=1:20.9
4
8.00 Tli
4.50 FT 3x4% m
F
5 . in
d 3 3x4%
2 H ;
q'
" 1 00
iii
►.
►_• 5
3x8 I I
2-0-0 5-0-0 1
I 2-0-0 1 3.0.0
Plate Offsets(X,Y)-- (1:0-3-8,Edge)__
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.10 5-8 >605 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.16 5-8 >375 180
BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=183/0-5-8,4=79/Mechanical,5=103/Mechanical
Max Horz 1=110(LC 12)
Max Uplift)=-26(LC 12),4=-74(LC 12),5=31(LC 12)
Max Grav1=183(LC 1),4=88(LC 17),5=113(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-516/509
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opst;h=25t1;B=45tt;L=24ft;eave=4ft Cat.11;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2.0-0 to 4.11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60 ,`,��1111111//ii,'
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,., MPS A. A ,,,
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 `N O �e lj�
• fit between •
the bottom chord and any other members. ��,`�•.•• G E N S•. '92 i�
5)Refer to girder(s)for truss to truss connections. : •. V �••..
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 1,74 lb uplift at joint 4 N O 39380
and 31 lb uplift at joint 5. —* •._—E
7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. ••
411Fr�""
.
°• c• 40810• • %.
g/,1,111111‘
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1
0 WARNMIG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.1003/2015 BEFORE USE.
pa
Design valid for use only with Mlleksy connectors.this design is based only upon parameters shown.and is lot art Individual building component,not
a truss system.Before use,the building designer must verily the op441cab,lty of design p arceneters and property itcotporate this design Into the overall
bullring design. Bracing Indicated Is to prevent buckling of todivkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with poscible personal Inkly and property damage. I or general guidance regarding the e Est Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPt l Quality Criteria,D58-89 and BCSI Building Component 696904 04 P.ParkrkFL Eaast 0
Safety information available from inns Plate Institute,'210 N.Lee Street.Suite 312.Alexandria,VA 22314.
Job * Truss Truss Type Qty Ply Riverside Homes•Lot 20 ABCC-JB
78662559!
J160226 J06 Jack•Open 79 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:42 2016 Page 1
I D:CSsaV 1cA8Cm_62nUHW YkzEzMm9S-Dg2K2diN H8sGPpcldW 7sW dbLxtSkcdF3ZPV 1 cdzEyxp
I 2-0-0 I 7
2-0-0 5-0-0
Scale=1:28.1
4
8.00112
co
0
• 4.50 12 3x4% Y '
10 0
3x43-:"
x4% 3
2 lik
r. 1 igioillii
yi
c y
5
4x7 11
2.0-0I 7-0-0
2-0-0 5.0.0
Plate Offsets(X,Y)-- 1 1:0-3-0,0-0-21
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.21 5-8 >402 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.39 5-8 >213 180
BCLL 0.0 ` Rep Stress Ina YES WB 0.00 Horz(TL) 0.10 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection,in accordance with Stabilizer i
Installation guide. I
REACTIONS. (lb/size) 1=257/0-5-8,4=133/Mechanical,5=123/Mechanical
Max Horz1=165(LC 12)
Max Uplift)=-34(LC 12),4=-125(LC 12),5=-25(LC 12)
Max Grav1=257(LC 1),4=148(LC 17),5=153(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-694/766
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60 ``,1111111///////'
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.k _APS A. . ,�
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 , 0��+,; .E Ni*---c-7
e 2�
fit between the bottom chord and any other members. :��.�••• G S 'q• /•1:
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 1,125 lb uplift at joint 4 = No 3938• .0
and 25 lb uplift at joint 5.
7)"Semi-rigid pitchbreaks with fixed heels`Member end fixity model was used in the analysis and design of this truss.
To, , . e„„„,
7teArg
•
.°#e C.\SS ........•.N,\1/4:,%•R 1 V..'....\'%%
'if,�O N A�E�0'
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,201 r6
IMM
tilt
o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use oNy with Mitekty connectors.this design Is Ixtsed only upon rorameters shown.and Is for an individual building component.not
a truss system.Before use.the building designer must verity the applicability of design paameters and properly incorporate this design Into the overall MiTek'
building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent colk{rse with possible personal Into y and property damage. For general guidance regarctrg the
fatrk;atlon,storage,delivery.erection and bracing of busses and hubs systems,seoANS1/1PI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdklle horn truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tanya.FL 33610 - _
Job -Truss Truss Type Qty Ply f Riverside Homes•Lot 20 ABCC-JB
78662560
J160226 J07 Jack•Panial Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:43 2016 Page 1
ID:CSsaV1cA8Cm 62nUHWYkzEzMm9S-htciGzj?2S?71zByBDe53g7ZIHN_L2HCn2Eb83zEyxo
I 1-4-10 I 2-5-11 f 5-10-0 9-5-13 —H
1-4-10 1-1-2 3-4-5 3-7-13
Scale=1:28.2
5 l
5.66112
NAILED
5x5 i 14
4
NAILED �'
• 3.181-11 13
4x4% 1
NAILED 4x4 ��
2
1 i � N
I- pi
q wr A
0 15 16 7
�� 83x4=
NAILED NAILED 6
4x7 II
NAILED 3x4=
I
2-5-11 [ 9-5-13
2-5-11 7-0-2
Plate Offsets(X,Y)-- [1:0-1-12,0-3-31
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.11 7-8 >990 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.33 7-8 >345 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:48 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=398/0-3-8,5=79/Mechanical,6=338/Mechanical
Max Horz 1=161(LC 8)
Max Upliftl=-133(LC 8),5=-66(LC 8),6=-168(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-868/271,3-13=-900/319,4-13=-875/326
BOT CHORD 1-8=-391/792,8-15=-214/321,15-16=-214/321,7-16=-214/321
WEBS 4-8=-240/613,4-7=-408/272
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi ).18;MW FRS(directional);cantilever len and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,+/j 11111�/��
plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �sOt NS A. ,q 1te,
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 `s 4,& •ice,
fit between the bottom chord and any other members. ,'' ' .••\G E N S•• 2 •
,
5)Refer to girder(s)for truss to truss connections. V �•••• / •
• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 1,66 lb uplift at joint 5 N O 39380 ,• _
and 168 lb uplift at joint 6. " .-a* •
7)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. —�
8)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • f -
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •
-T' 1' ;':
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit) e1F SAO N A�- �.�`•
Vert:1-3=-54,3-5=-54,6-9=-20
Concentrated Loads(Ib) i�1/1111111.,
Vert:11=-3(B)14=-3(B)15=-46(B)16=-66(B) Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
•
. Q WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mil-7473 rnw.1003/2015 BEFORE USE. lei
Design valid for use only with Wok!)connectors.itis design k based only ulxm parameters shown,and Is tot an individual balding component-not
a truss system.Before use,the bonding designer must verify trio applk=abllty of design parameters and properly Incorporate this design Into the overall MiTek'
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
h always required for stability and to prevent collapse with posseaie personal injury and property damage. For general guide nce regardnp the 6904 Parke Ease Blvd.
fabricationfabricationstorage,delivery,erection and tracing of trusses and truss systems,seeANSI/Tel1 Quilty Cr ter a,DSB-e9 and SCSI Building Component Tampa.P.rFLk East
`.
Solely Information available from inns Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. __ __i
•
Job truss truss Type Qty Ply Riverside Homes•Lot 20 ABCC-JB
T8662561
J161226 J08 Jack-Partial Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:44 2016 Page 1
ID:CSsaV 1cA8Cm_62nUH WYkzEzMm9S-93A4TJkdp17_e7m81x9Kc2gkLhkw4VfM0i_8hW zEyxn
I
1-4-10 I 2-5-11 I 5-8-14 l 9-3-9 l i
1-4-10 1-1-2 3-3-3 3-6-11
Scale=1:27.7
5,�
5.66 FIT
NAILED
14
5x51 11
4
NAILED �'
.. 3.18 112 13
4x4 11
NAILED 4x4% 3
0000.12
•
0 15 16 7
0 83x4=
4x7 l NAILED NAILED NAILED 6
3x4=
l
2-5-11 I 9-3-9 i
2-5-11 6-9-14
Plate Offsets(X,Y)-- J1:0.1-12.0-3-31
LOADING(psf) SPACING- 2-0-0 CS,. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.10 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.30 7-8 >372 180
BCLL 0.0 ' Rep Stress lncr NO WB 0.13 Horz(TL) -0.01 5 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=390/0-3-8,5=77/Mechanical,6=334/Mechanical
Max Horz 1=157(LC 8)
• Max Upliftl=-130(LC 8),5=-65(LC 8),6=-166(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-839/264,3-13=-871/309,4-13=-845/317
BOT CHORD 1-8=-380/766,8-15=-208/313,15-16=-208/313,7-16=-208/313
WEBS 4-8=-234/594,4-7=-399/266
NOTES-
• 1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60 ,`,111/1111g//1I,,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO -APS A. ,i e,
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 •• 0 �e •jam
• fit between the bottom chord and any other members. `r ,., .••\G E N s`'• 94. l•
• 5)Refer to girder(s)for truss to truss connections. : •• V s;.•.• 4.
/ .0
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 1,65 lb uplift at joint 5 = No 39380 �:,__
and 166 lb uplift at joint 6.
•
7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ ,
8)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7.,-0 • - • t
• ,T, . • :{J
LOAD CASE(S) Standard
• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 '0. •.. Q R o,••" '* �
Uniform Loads(pit) iee��s`S/O N AL ‘,4\-.,%%
�`
Vert:1-3=-54,3-5=-54,6-9=-20
Concentrated Loads(Ib) .5,, 1111100
Vert:11=-3(F)14=-3(F)15=-46(F)16=-66(F) Thomas A.Albani PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
Q WARNING•dowdy Iy design paramand READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MII.7473 ray.10/03/2015 BEFORE USE. 1
p
Design valid to use only vAth Mlfek®connectors.this design Is based only upon parameters shown.and is lot an individual building component,not
o truss system.Before use,the bolding designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members oily.Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possble personal Iryrry and property damage. for general guidance regarding the 6904 Parke East Blvd.
fabrication,storage,delNery.erection and bracing of trusses and truss systems,sooANSI/1PI1 Quailty Criteria.058.89 and SCSI Building Component Tampa.FL 33610
Safety Information available from buss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. I
•
Job Truss Truss Type Oty Ply Riverside Homes•Lot 20 ABCC-JB
T8662562
J160226 J09 Corner Jack 2 1
Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:44 2016 Page 1
I D:CSsaV 1 cA8Cm_62nUH W YkzEzMm9S-93A4TJkdp17_e7m81x9Kc2gokhwO4XIM0i_8hW zEyxn
I
0-9-0
0-9-0
4.50!12 Scale=1:8.5
2
1
X
v u'
\1\ .:
pp
p
8
3
3x4=
0-9-0
0-9-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.00 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.00 6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a rt/a Weight:4 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-9-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation_guide.
REACTIONS. (lb/size) 1=27/0-3-0,2=17/Mechanical,3=11/Mechanical
Max Horz 1=11(LC 12)
Max Upliftl—2(LC 12),2=14(LC 12),3=-4(LC 12)
Max Grav1=27(LC 1),2=17(LC 1),3=14(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45tt;L=24ft;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right
exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0pst 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. %%111111i/1i_
4)Refer to girder(s)for truss to truss connections. ��� ��
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 1,14 lb uplift at joint 2 and `,. % A.A. . I�
4 lb uplift at joint 3. %••
O Ce ,'�
• 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •� •E N '9 ,
ys g ' ,td`,•\,\G Sc •.2/ -•
No 39380
I:
7.-p: •J�
.� •.. -i�e �<(/• U:
4.
't�,oe 5�ONA� •
E`•s.
Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
1
Q WARNING-VwNy design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE 1411.7473 rev.10103/2015 BEFORE USE.
Design valid for use only with MITeke connectors.this design is based only upon parameters shown.and is tor art tWMdual bidir><g component,not
a truss system.Before use,the briding designer must verity the cbplicablity of design parameters and property Incorporate this design Into the overall• MiTek'
briding design. Brecht)indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary<nd permanent tracing
• Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the 6904 Parke East Bbd.
fablcatkn.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/lPt1 Qualily Criteria,DSB-$9 and BCSI Building Component 6904 P.rFLk East 0
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. ____ ,
•
Job Truss truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
78662563
J168226 J10 Corner Jack 2 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:45 2016 Page 1
ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-dFkShfkGa3FrGHLKJegZ8FDxH5Ccp_?VFM1iDyzEyxm
I 1-9-0 I 2-9-0 I
1-9-0 1-0-0
80012 Scale=1:13.9
3 yit
�r�
4.50 12 4x7
2
4x4
tS
oil °
CN 1 pp ',
•'. idi
4
"3x8 II
I 19.0 I 2-9-0 I -
1-9.0 1-0-0
Plate Offsets(X,Y)-- jt:0.4-15.0-2-121,[1:1_2-15.0-2-0]
LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.02 4-7 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a Weight:14 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.9-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
SLIDER Left 2x6 SP No.2 1-11-6 I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=99/0-3-0,3=25/Mechanical,4=74/Mechanical
Max Horz 1=52(LC 12)
Max Uplittt-13(LC 12),3=-24(LC 12),4=-34(LC 12)
Max Gray 1=99(LC 1),3=28(LC 17),4=74(LC 1)
FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45f1;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-9-0,Interior(1)1-9-0 to 2-8-4 zone;cantilever lett and right
exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.603) 1111 i 1111
4)*This his truss has been designed forss has been designed for a a live load of 20:psf on the bottom chord in all areas where a.0 psf bottom chord live load nonconcurrent with any other l rectangle 3-6-0 tall by 2-0-0 wide will ,,•.�ve loads. le. A. A I It.
tit between the bottom chord and any other members. �, ........
•.N''`e• '9�i,,,
5)Refer to girder(s)for truss to truss connections. \ � •"//j •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 1,24 lb uplift at joint 3 • •k?• V C S• °�
and 34 lb uplift at joint 4. No 39380
7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • * •
7.-p;
•
•.
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
A WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111.7473 rev.1 W1S/1015 BEFORE USE igt
Design valid for use only with Mltekf connectors.this design is based only trx.rn 1 xxaneters shown.and Is for as Individual building component,nol
a truss system.Before use,the building designer must veiny 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 possible personal injury and properly damage. For general guidance regarding the East Blvd
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSV6904
TPtt Quality Criteria,DSB-99 and BCSI Building Component 6904 P.Parke 33610
Slaty Information avcilable from ls Plate institute,218 N.lee Street,State 312,Alexandria VA 22314.
Job , Truss Truss Type City Ply I Riverside Homes-Lot 20 ABCC•JB
T8662564
J16d226 J11 Corner Jack 2 1
Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 1911:36:45 2016 Page 1
I D:CSsaV 1cA8Cm_62nUH W YkzEzMm9S-dFkShfkGa3FrGHLKJeg28F0v?58Dp__?VFMjiDyzEyxm
1.9-04.9.0 --H
1.9-0 3.0.0
Scale=1:20.6
3
8.0017F I
4.50 FIF
co
° 4x7 A-
d rO
e' 4x4� 2
liell 1410
.Ir
I. -�
3x10 1, 4
1-9-0I 4-9.0 i
1-9-0 _ 3-0-0
Plate Offsets(X,Y)-- 11:0-6-3,Edgel,11:1-2-15,0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 4-7 >768 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.12 4-7 >475 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 n/a r/a Weight:20 lb FT=20%
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-11-6 r MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=173/0-3-0,3=79/Mechanical,4=94/Mechanical
Max Horz 1=106(LC 12)
Max Upliftl=-21(LC 12),3=-75(LC 12),4=-29(LC 12)
Max Grav1=173(LC 1),3=88(LC 17),4=106(LC 3)
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=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24f1;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-9-0,Interior(1)1-9-0 to 4-8-4 zone;cantilever left and right
exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60 111111111
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 `,`r. �A PS A. A ,,
fit between the bottom chord and any other members. �, ..........N Ce-9 10
5)Refer to girder(s)for truss to truss connections. k'.'•�j •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1,75 lb uplift at joint 3 �?� V C S•• �•
�
and 29 lb uplift at joint 4. No 39380 .�:
7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. 1 * a
,{1I ,
:.....::.;46:7�i,�ils i0 N A;��:%.0,��
1111
Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. sm.
Desigtl valid for use only with Mileis h connectors.this design is based only upon parameters shown,and Is to an Individual bolding component,not
a tries system.Before use,the bulking designer must vedry the applicability of design parameters and pxoparlY Incorporate this design into the overall MiTek"
building design. Bracing indicated is to prevent buckling 01 individual truss web and/or chord members only. Additional temporary and permanent bracing
B always required for stabllty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the East Blvd.fabricationation storage,delivery,erection and bracing of trusses and buss systems.seeANSVTPI1 Quality Criteria,DSB-89 and BCSI Building
ding Component Tampa.04 ParkeF33610
Safety Information available from inns Plate institute.218 N.Loo Sheet Suite 312,A1ex<xxirkl.VA 22314. i
•
Job Truss Truss Type Qty Ply Riverside Homes•Lot 20 ABCC-JB
T8662565
J16d226 J12 Jack-Open 11 1
Job Reference(optional)
Manning Building Supplies. Jacksonville,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:46 2016 Page 1
I D:CSsaV 1 cA8Cm.62nUH W YkzEzMm9S-5R Iru?IuLNNiuRwXsLBohT11 uVPmYREtTOTFIOzEyId
I 1-9-0 i 6.9-0
1-9-0 5-0-0
Scale=1:27.7
3
/j
1
8.00 FY
os
• 4.50,12 - T
• o `'
4x7 i 9 0
4x4% 2
t'S 004
0111
..r
4
4x10 I
I 1.9-0 i 6-9-0
1-9-0 5-0-0
Plate Offsets(X,Y)-- [1:0-6-3,Edge],[1:1-2-15,0-2.01
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.22 4-7 >369 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.41 4-7 >198 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.12 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) 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 BOT CHORD Rigid ceiling directly applied or 7-11-10 oc bracing.
SLIDER Left 2x6 SP No.2 1-11-6 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. _
REACTIONS. (lb/size) 1=247/0-3-0,3=133/Mechanical,4=114/Mechanical
Max Horz1=161(LC 12)
Max Uplift)=-29(LC 12),3=-i25(LC 12),4=-23(LC 12)
Max Grav1=247(LC 1),3=148(LC 17),4=146(LC 3)
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;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 1-9-0,Interior(1)1-9-0 to 6-8-4 zone;cantilever lett and right
exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60 �������
3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,`%‘► 1,/its
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 .s 11,Sj A. ,q ♦♦
fit between the bottom chord and any other members. �%,` -A
I
5)Refer to girder(s)for truss to truss connections. 4.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 1,125 lb uplift at joint 3
and 23 lb uplift at joint 4. •
.39380 ;-__ 1
7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • -
-�-G•
• l
T
d . ►' •.•.._e
4:
'♦ •.
0
0'I,,5ONAsoss
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. is.
Design valid for use only with MITekS 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 applicability of design FW ameters 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 tor stability and to prevent coilcpse with possible personal Injury and property damage. For general guidance regadng the East Blvd.
fabrication,storage,delivery,erection and bracing of trusses curd truss systems.seeANSI/1PI1 Quality Criteria,OSB-89 and BCSI Building Component 690469P.Parke East 0
Safety information available horn Truss Plato Institute,218 N.Lee Street,Suite 312,Nexartckda,VA 22314.
Job Truss 1 russ Type Qty Ply Riverside Homes•Lot 20 ABCC•JB
76662566
.1160226 1.113 Jack-Panial Girder 2 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:46 2016 Page 1
I D:CSsaV t cASCm_62nUH W YkzEzMm9S-5RIru?luLNNiuRwXsLBohT15RVQW YPmfTOTFIOzEyx1
1 1-6-12 1 2-9-15 1 6-1-2 9-7-13 1
1-6-12 1-3-4 3-3-3 I 3-6-11
Scale=1:27.7
5
01 li
5.66 12
NAILED
15
'N ,
• 3.1812NAILED
3x4II YII II I
m
- 16 17 18 7
MI 83x4=
NAILED NAILED NAILED 6
3x6 II 3x4
9-7-13
1 2-9-15 1 6-9-14 1
2-9-15
j Plate Offsets(X,Y)-- 11:0-2-4,0.1-141
1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.12 7-8 >969 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.33 7-8 >346 180
BCLL 0.0 • Rep Stress Incr NO WB 0.16 Horz(TL) -0.02 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:47 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing.
WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing
SLIDER Left 21(4 SP No.2 2-0-0• j be installed during truss erection,in accordance with Stabilizer
1 Installation guide.
REACTIONS. (lb/size) 1=411/0-7-0,5=77/Mechanical,6=361/Mechanical
Max Horz 1=161(LC 8)
Max Upliftl=-138(LC 8),5=-65(LC 8),6=-174(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-926/294,3-14=-987/351,4-14=-962/359
BOT CHORD 1-16=-415/862,8-16=-415/862,8-17=-216/336,17-18=-216/336,7-18=-216/336
WEBS 4-8=-273/700,4-7=-429/276
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opst;h=25ft;B=4511;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60 ��01111111111/
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��0% c H. 'lit_ �
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 `sr` e
fit between the bottom chord and anyother members. O• \ .•
4, .
5)Refer to girder(s)for truss to truss connections. •
�`` •,``Z`, �'C E N S'� ,•• �..
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 1,65 lb uplift at joint 5 No 39380
and 174 lb uplift at joint 6. •
7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. j�'
8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. =
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
„• .s,.T• _ •
LOAD CASE(S) Standard ��y t�
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,��5• R 0•••�\��•
Uniform Loads(pif) •
Vert:1-3=-54,3-5=-54,6-9=-20 ,''1/`S/O N AL E��`%
Concentrated Loads(lb) -/1h11111111�,`
Vert:15=-3(F)16=-6(F)17=-55(F)18=-75(F)
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cett 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
Q WARNING-Val&designilia ,parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 r .101W2015 BEFORE USE.
1 Design valid for use oNy wi h Milekv connectors.this design Is based oNy upon perameters shown.and 6 for cr klcilvidual building component,not
a truss system.Before use,the bulking designer must verily the applkxtWlty of design parameters and properly incorporate this design Into the overall
• binding design. Bracing Indicated Is to prevent buckling of individual Inss web and/or chord members oNy.Additional temporary and permanent txacing MiTek'
Is always required for stability and to prevent collapse wtth possible personal hhry and properly damage. For general grldance regarding the 6904 East Blvd. �
fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Cdtera,DS8-89 and BCS/Building Component Tampa,04 Parke East
Safety Information available from truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314.
•
Job Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
T8662567
J168226 J14 Jack-Partial Girder 2 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industrieb.Inc. Thu May 19 11:36:47 2016 Page 1
ID:CSsaV 1 cABCm_62nU H W YkzEzMm9S-ZerD6LmW6gVZVaVlQ3'1 DglEhukIHu7oigeoHrzEyxk
1.6-12 I 2-9-15 4-0-13 5-7-2
1.6.12 1.3-4 1-2-14 1.6E
Scale=1:17.4
5.66 12 4 i
NAILED
12
1111
3.18 12 4x4% 1
NAILED 3
3x4
11 11110,
2
1.i
1
•
111.11111.111111111
v
I- 1' 11
II
i1 1PITA-I
18 6 14 5
I. NAILED 1.5x4 II NAILED
3x6 'I
I 2-9-15 5-7-2 I
2.9.15 2-9-3
Plate Offsets(x,`0-- (1:0-2-4.0-1-14) _
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.14 6 >489 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.24 5-6 >275 180
BCLL 0.0 " Rep Stress Incr NO WB 0.02 Horz(TL) 0.05 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 r MiTek recommends that Stabilizers and required cross bracing
• SLIDER Left 2x4 SP No.2 2-0-0 ! be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=222/0-7-0,4.73/Mechanical,5=176/Mechanical
Max Horz 1=83(LC 8)
Max Upliftl=-70(LC 4),4=-56(LC 8),5=-76(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-11.467/218,2-11=-455/219
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=4.2pSf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60
3)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 ,`,,,.‘‘‘111111111111.
''',
fit between the bottom chord and any other members. %
5)Refer to girder(s)for truss to truss connections. • e ile
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 1,56 lb uplift at joint 4 �,`,i�•
••\Ci E N s••.-74,-.
and 76 lb uplift at joint 5. • i
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• No 39380 •. 1.
8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
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 • 'O : •
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i.j*�,T.. �:�• :
Job Truss Truss Type Qty I Ply I Riverside Homes-Lot 20 ABCC-JB 1
78662568
J16e226 J15 Jack-Partial Girder 2 1
Job Reference(optional)
Manning Building Supplies, Jacksonville,Fl 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:47 2016 Page 1
ID:CSsaV1cA8Cm_62nUH W YkzEzMm9S-ZerD6LmW 6gVZVaVjO3i1 DgIE_uleHu8oigCoHrzEyxk
I
1-6-12 I 2-9-15 I 3-11-5 I 5-4-2
1-6-12 1-3-4 1-1.6 1-4-14
Scale=1:16.3
5.66 FE 4 -i
o,.
NAILED 0 1 0
12
4x4 '
3.18 12
NAILED 3
3x4
11 2 1111.iiiit-• cv
N
R 1 1�
v
•
H 11 _ [-I 11 #1
13 6 14 5
NAILED NAILED
1.5x4 it
3x6 II
2-9-15I 5-4-2 I
2-9-15 2.6.3
Plate OffsetsjX,Y)-- 11:0-2-4.0-1-14) _.
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.11 6 >572 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.20 6 >320 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.04 1 n/a rVa
BCDL 10.0 Code F8C2014/TPI2007 (Matrix-M) Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
jpstallation guide.
REACTIONS. (lb/size) 1=211/0-7-0,4=66/Mechanical,5=178/Mechanical
Max Horz 1=78(LC 8)
Max Uplift1=-67(LC 4),4=-51(LC 8),5.77(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-11=-435/201,2-11=-422/202
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60
3)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 `,,,,-A,P I I At i q,,,��♦
fit between the bottom chord and any other members. rr,,
5)Refer to girder(s)for truss to truss connections. ♦ Q
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at Joint 1,51 lb uplift at joint 4 ``��...\GEN/5+-.q2/♦♦♦
and 77 lb uplift at Joint 5. •
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. NO 39380
8)'NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
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 ;. �� i
Uniform Loads(pit) ��CC//
Vert:1-3=-54,3-4=-54,5-7=-20 ♦,.i �,•'• \
Concentrated )
Vert:13=-6(B)ads b114=-59(B) �'��,S��N A��?���`
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
mll.
0 WARNING-Verify design paramour's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/201S BEFORE USE.
I Design valid for use only with MlfekS)connectors.this design is based only upon parameters shown,and is for an trdlvkkral bolding component,not
I a Inas system.Befole use,the bulking designer must verity the c11.44lcublIty of design',ammeters and properly incorporate this design irno the overall
bolding design. Bracing Indicated Is to prevent buckling or 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 regading the Parke East Blvd.
fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Bol 6904
Bolding Component E3st B _ --_�
Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Aexandda VA 22314. Tampa.P.Park
FL
Job , Truss Truss Type Qty Ply Riverside Homes•Lot 20 ABCC•JB T6662569
ICorner Jack 12 1
LJi6d226 Jib Job Reference(optional)
Manning Building Supplies. Jacksonville.FL7.640 s Apr 19 2016 MTek Industries,Inc. Thu May 19 11:36:48 2016 Page 1
ID:CSsaV 1cABCm_62nUH W YkzEzMm9S-1 gpbJgn8t_dQ7k3v_mDGmurUil IIOLkyxKyMgHzEyxj
I 1-0-0
1.0.0
4.50 12 Scale=1:8.5
2
1
A e;-
1 i11 1111111 1
Ililli
' 3
*IP(.. ..
3x4=
I 1.0-0 i
1-0-0
LOADING(psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 180
•
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a Na Weight:5 Ib FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) l __—
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
jInstallation guide.-_ _
• REACTIONS. (lb/size) 1=37/0-5-8,2=21/Mechanical,3=15/Mechanical
Max Horz 1=15(LC 12)
Max Upliftl=6(LC 12),2=-15(LC 12),3=-5(LC 12)
Max Grav 1=37(LC 1),2=21(LC 1),3=17(LC 3)
•
• FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
• 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf 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. ,,,01111111/$1','
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 1,15 lb uplift at joint 2 and `,.%' A. q�e 1,�,,
5 lb uplift at joint 3. �. .........N '9
6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. :�k ••\-\G Ns•-• '.
i
No 39.380
yt
'O:
--• .ar : !v
'• rte•OR1�.�'•__,2.
ii FS •
tJ
'';;;6;�ONM -00
Thomas A.Alban'PE No.39380
Mak USA,Inc.FL CBR 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
• t
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE.
1 lilt
valid for use only with MITek&connectors.Inls design is based only upon parameters shown.and is(or an individual bulging 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 MiTek
[wilding design. (Bracing indicated is to prevent buckling of individual inns web anal/or chord members only.Additionaltemporary adthe
permanent tracing
is always requited for stability and to prevent collapse with possble personal him and property age East Blvd
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Starling ing Component
Safely Information available from Truss Hate institute.218 N.Lee Street.Suite 312,Plexarxida,VA 22314. Tampa.P.ParkeFL 33610
•
Job Truss russ Type ply Pb Riverside Homes-Lot 20 ABCC-JB T8662570I
JI
J16fS226
J17 Comer Jack 4 1 Job Reference(optional)
7.640 s Apr 19 2016 MTek industries.Inc. Thu May 19 11:36:48 2016 Page 1
Ntanning Building Supplies. Jacksonville,FL ID:CSSaV1cA8Cm_62nUHWYkzEzMm9S-1gpbJgnet_dQ7k3v_mDGmurSZIDnOLkyxKyMgHzEyxj
2-0-0l 3-0.0
l 2-0-0 1-0-0
8.00 12 Scale=1:13.9
4
��
4.50 12
3x4 i 3x43:-."-- ,
2 ,,
0
iiii
o ' O N
PIIIIIOIIOIIIIII
111
IIill
5
3x8 II
3-0-0
2-0-0 I 1.0.0 l
Plate Offsets(X,Y)-- 11:0-3-8,Edge)
LOADING(psi) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 i Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.02 5-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.03 5-8 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a ria Weight:13 lb FT=20%BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
• LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing T
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=109/0-5-8,4=25/Mechanical,5=83/Mechanical
Max Horz 1=56(LC 12)
Max Upliftl=-18(LC 12),4=-23(LC 12),5=-37(LC 12)
Max Grav1=109(LC 1),4=28(LC 17),5=83(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-303/237
NOTES-
•
• 1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vull=130mph(3-second gust)Vasd=101mph;TCDL=4.2psi;BCDL=3.0psf;h=251t;B=45ft;L=24ft;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0.0 to 2.11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate `,,+1111"'',,',
grip DOL=7.60 •� ONS A. /4 Bei
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. �e ,•
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 •% O
fit between the bottom chord and any other members. ,` ,�`,.•\G E N d'• 94, ,jam
5)Refer to girder(s)for truss to truss connections.
i
. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1,23 lb uplift at joint 4 = •
No 39.380 •••
�_.._�
and 37 lb uplift at joint 5.
7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ � l- •
.-p:
,��11I/
•
��, �`' • 0R \Q.•���.
moi,-'SS/O N A' `,ss-
1111
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa Ft.33610
Date:
May 19,2016
tin-
QWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312016 BEFORE USE.
Design valid for use only with Mllek9 connectors.Ns design k based only upon parameters shown.and Is ler an individual building component,not
a truss system.Before use,the building designer must verity the applk:aLAlty of design parameters and property IncolPOate this design Into the overall MiTek•
building design. Bracing indicated Is to prevent�rng of individual Inns and/or chord members only. Additional
�d�t temporarya regarding
d r a tt tracing
is always required for stability and to prevent call with and properly damage. g e East Blvd.fabrication,storage,delivery.erection end tracing of trusses and truss systems,seeANSI/TP11 QuaNty Criteria,DSB-a6904 Park
9 and BCSI Building Component Tampa.Parke
33610
Safety Information avdtable from tress Hate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. J
Qty I Ply I Riverside Homes-Lot 20 ABCC-JB
Job Truss Truss TypeT8662571
Jack-Open 3 1 1
J160226 J18 [Job Reference(optional)
Manning Building Suppkes. Jacksonville.FL7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:49 2016 Page 1
I D:CSsaV 1 cABCm_62nU H W YkzEzMm9S-W OzzW OnmellHlue6YUIVJ5NcUiXnlo_5A_hvMjzEyxi
2-0-0 1 4-0-0
2-0-0 2-0-0
Scale=1:17.2
4
8.00 12 J
3x4
4.50�12
3x4% 3 co
0002000,
' N tw
a7 1 '
v -
giolipro
•
1 : I [ FA
5
►�
3x6 11
1 2-0-0 1
4-0-0 I
2-0-0 2-0-0
Plate Offsets(X,Y)-- [1:0-3-8,Edgel
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (10c) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.05 5-8 >924 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.07 5-8 >639 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a Weight:16 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=146/0-5-8,4=52/Mechanical,5=93/Mechanical
Max Horz 1=83(LC 12)
Max Uplift/=-22(LC 12),4=-49(LC 12),5=34(LC 12)
Max Gray 1=146(LC 1),4=58(LC 17),5=93(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-410/373
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0ps1;h=251t;B=45tt;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 2-0-0,Interior(1)2-0-010 3-11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate `,%%1111111.11.
,+"'11 t,', '
grip DOL=1.60 11
``. tis A, A, e,
3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �e �,
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. ` ,`•NX•' G E N S'•.-1.1.••/.•
5)Refer to girder(s)for truss to truss connections. •••6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 1,49 lb uplift at joint 4 N •o 39.3.80 •
•�:
and 34 lb uplift at joint 5. •
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
'''* T' E •
:e Z.
- !' w� *
Z
•
i \,,‘C,%.•
sss.E
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verily dosIgn parameters and READ NOTES ON THIS AND INCLUDED MriEK REFERANCE PAGE MI7473 rev.1003.2015 BEFORE USE.
ig. ,
Design valid for use only with MITeira connectors.This design Is based only upon parameters shown.and Is tot an individual tuldkng component.not
a truss system.Before use,the building designer must verily the applIcablity of design fxsometers and properly Incorporate this design into the overall MiTek-
briding design. Bracing Indicated Is to prevent buckling of Individual truss
s web and/or chord members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the Parke East BNd.
fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria.DSB-$9 and BCSI Building6904
Component
610
Safely Information available from ill/SS
S Plate institute,216 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.P. East
•milk
Qty Ply Riverside Homes-Lot 20 ABCC•JB
Job truss TypeT8662572
Jack-Open 1 1
J1611226 J19 Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:49 2016 Page 1
I D:CSsaV 1 cABCm_62nU H W YkzE zMm9S•W Ozz W Onmel I HIue6Y UIV J SNcU iXnlo_SA_NWEyxi
2.0.0I 2-0 0 I
2 -0-0
Scale=1:17.2
a l
8.00 12 I
3x4
4.50 12
3x4% 3 in
2 11111/ 4 N
N
'
K1 '
41I il b I
5
►�
3x8 II
I 2-0-0 4-0-0
-�I 2 .0.0 I Plate Offsets(X Y)-- (1:0-3-8,Edge]
!
LOADING(psf) SPACING- 2-0-0 CSI. DEF L. in (loc) I/dell Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.05 5-8 >924 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.07 5-8 >639 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 1 nla Na i Weight:16 lb FT=20%
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 ( MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
i Installation guide.
REACTIONS. (lb/size) 1=146/0-5-8,4=52/Mechanical,5=93/Mechanical
Max Horz 1=83(LC 12)
Max Uplift1=-22(LC 12),4=-49(LC 12),5=-34(LC 12)
Max Grav1=146(LC 1),4=58(LC 17),5=93(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-410/373
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.0psf;h=2511 B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 3-11-4 zone;cantilever left and
t right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate• ``,,,'„",,,, ,,'
grip DOL=1.60 ,���PS A A, �i
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. le �,
4)'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 .•
tit between the bottom chord and any other members. :,,����V\G E N s'�.•'92/0
5)Refer to girder(s)for truss to truss connections. .• .••:_-_i
and 34 lb uplift at joint 5.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
'o: T • '
• .moi
. S'ONA,E
,,/ 00
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING•verily design paramIera and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE Mu.7473 rev.10/03!1015 BEFORE USE.
tilt
Design valid for use only with Mile 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 ail lk:abllty of design parameters and properly Incorporate this design into the overall MiTek'
building design. Bracing Irndicated Is to prevent buckling of kxiivkiucN truss web and/of chord members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal lrrkt y and property damage. For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Crrterla,058-89 and BCSI Bulking Component 690 P.FL 33610
Safely Information available from truss Plate Institute,218 N.Lee Street,Sprite 312,Alexandria,VA 22314. __ _
As
Job I russ (runs Type Qty Ply Riverside Homes-Lot 20 ABCC-JB 18662573I
II
J16d22s
J21 Jack-Open 131 1 I
111 Job Reference(optional)
Manning Building Supplies. Jacksonville.FL7.640 s Apr 19 2016 MtTek industries.Inc. Thu May 19 11:36:50 2016 Page 1
ID:CSsaV t cA6Cm_62nUHW YkzEzMm9S•_DXLkMo0Pbt8M2D158GkrJwmX6n4UFEE0eRSuAzEyxh
2-0-0 6-0-o I
1 2.00 } 4-0-0
Scale=1:24.4
4
8.00 12 �� -
I m
3x4
M 4.50 12 0 co
a
3x4% 3
2
ai000
040
l 6
i
P.
IIMII 5
4x7 II
2-0.0 6-0-0 1
1 2-0-o I 4-0-0
Plate Offsets(X,Y)-- [1:0.3-8,Ed9
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.17 5-8 >430 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.30 5-8 >241 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 1 n/a Na Weight:23 lb FT=20%
BCDL 10.0 Code F8C2014/TP12007 (Matrix-M)
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 9-9-3 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=220/0-5-8,4=106/Mechanical,5=113/Mechanical
Max Horz 1=138(LC 12)
Max Uplift1=-30(LC 12),4=-100(LC 12),5=-28(LC 12)
Max Grav1=220(LC 1),4=118(LC 17),5=133(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-611/640
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ,,,,,"1„',',,,
grip DOL=1.60 ,`�%' b S A. I,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. q40 ,,e
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. �,`k�O•. G E N`S •'14, ,moi
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 1,100 lb uplift at joint 4 = N O 39 380 "•
and 28 lb uplift at joint 5. •
• - * % .
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. =
eol es'It/ ;O N.....
�Et00
l'isitiiiw.
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Varfly design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10113/2016 BEFORE USE.
Design valid for use only with MITek®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 verify the applicability of design parameters and properly incorporate this design Into he 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. 10f general guidance regarding the Parke East Blvd.fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSt/TPlt Quality Criteria,DSB-89 and SCSI Building Component 690469Tampa.reit 33610
Brialy Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 72314. _ _ l
Job I russ I fuss Type Qty Ply j Riverside Homes-Lot 20 ABCC•JBI T86625741
J16t226 J22 Jack-Partial Girder 4 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.640 s Apr 19 2016 MTek Industries,Inc. Thu May 19 11:36:50 2016 Page 1
ID:CSsaV 1 cABCm_62nUHW YkzEzMm9S-_DXLkMoOPbt8M2D15BGkrJwmA6mIUDhEOeRSuAzEyxh
I 1-6-12 I 2-9-15 I 6-2-4 I 9-10-1 I
1-6-12 1-3-4 3-4-5 3-7-13
Scale=1:28.1
5;ti
,i l" I
0
5.66 FiT
NAILED
15
5x5 i �
4
NAILED O' e
•
3.18 12 1q v v
4xa: ' 1 e
NAILED
3x4= 3
13 �
"i r 1 ii ...00111•Ahogo,
nii
18 7
0 16 83x4= 17
NAILED NAILED NAILED 6
3x6 I 3x4=
2-9-15 9-10-1 I
2-9-15 I 7-0-2 --
Plate Offsets(X,Y)-- (1:0-2-4,0-1-141
l
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Weft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.13 7-8 >918 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.36 7-8 >322 180
BCLL 0.0 * Rep Stress Incr NO WB 0.16 Horz(TL) -0.02 5 n/a rya Weight:48 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7.5 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-6 oc bracing.
WEBS 2x4 SP No.2 ( MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 2-0-0 i be installed during truss erection,in accordance with Stabilizer
Installation guide. i
REACTIONS. (lb/size) 1=419/0-3-8,5=79/Mechanical,6=364/Mechanical
Max Horz 1=165(LC 8)
• Max Upliftl=-141(LC 8),5=-65(LC 8),6=-176(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-956/302,3-14=-1020/362,4-14=-995/369
BOT CHORD 1-16=-427/890,8-16=-427/890,8-17=-222/345,17-18=-222/345,7-18=-222/345
WEBS 4-8=-279/722,4-7=-439/283
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=241t;eave=4tt;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,%%e111111/ii
,",l„',,,'
plate grip DOLbeen y `,•,-•_Pc, A A li4,�
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an 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 � .. N.,
fit between the bottom chord and any other members. ``�,`��• \C' She*l�• //moi.
5)Refer to girder(s)for truss to truss connections.
i
•
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 Ib uplift at joint 1,65 Ib uplift at joint 5 • N O 39380 •••._.-__.
and 176 lb uplift at joint 6.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
8)"NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. = • =
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 ,,''��• . Q R\�...�?▪ `?�
Uniform Loads(plf)
Vert:1-3=-54,3-5=-54,6-9=-20 1 Si it � .. ��SN
Concentrated Loads(Ib)
Vert:15=-3(B)16=-6(B)17=-55(B)18=-75(B) Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R.33610
Date:
May 19,2016
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE 1411-7473 rev.1&.032015 BEFORE USE. mit
Design valid for use only with Mileku connectors.itis design Is based only upon txxarrreters shown.and Is for m individual building component,not
o truss system.Before use,the balding designer must verify the applicability of design parameters and property Incorporate this design Into the overall M iTe k
building design. Racing Indicated Is to prevent buckling of Indvldual truss web and/or chord members only. Addlllonal and d permanent bracing
•
Is always regAed to stdltllN and to prevent coilapso with possible personal Inlay and property damage. For general gtldonce regaalng the e E
a
Prkast BNd.
fabrication.storage,delivery,erection and bracing of trusses and truss systems,se0ANSI/1PI1 Quality Criteria,OSB-89 and BCSI Building Component 6904690P.rk East
• Safety!Nom-lotion avable from truss Plate Institute,218 N.lee Street,Stile 312,Alexandria,VA 22314.
mow
Job •
Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-.18 T86625751
J23 Jack-Partial Girder 2 1 1
J1614226Job Reference(optional)
-Manning Building Suppies, Jacksonville.FL7.640 s Apr 19 2016 MiTek Industries,Inc.Thu May 19 11:36:51 2016 Page 1
lD:CSsaV1 cA8Cm_62nUHW YkzEzMm9S-SP5kxip0Av??_CoUtvnzOW TyFW 7wDf2OdIA0QczEyxg
1.6-12 2-9-15 6-0.12 ) 9-7.1
I
1-6-12 I 1-3-4 I 3-2-13 3-6-5
Scale=1:27.5
5i to
5.66 122
NAILED
15
5x5 G1 !
4
NAILED '
nap
3• .18 12 14 e
4x4% ' a
NAILED 3
3x4
13 �
a 1 i .
Ili
mil
um
I , sis
NM
I
C 1683x4= 17 18 7
CNAILED NAILED 6
3x6 II NAILED
354=
2-9-15 I 6-9-2
2-9-15
Plate Offsets(X,Y)-- (1:0-2-4,0-1-141
LOADING(psi) SPACING- 2-0-0 CSI. I DEFL. in (lord) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 1 Vert(LL) 0.12 7-8 >987 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 I Vert(TL) -0.32 7-8 >355 180
BCLL 0.0 • Rep Stress Incr NO WB 0.16 Horz(TL) -0.02 5 n/a Na Weight:46 lb FT=20%
BCDL 10.0 Code FBC2014lTPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 1=408/0-3-8,5=76/Mechanical,6=359/Mechanical
Max Horz1=160(LC 8)
Max Uplift/=-137(LC 8),5=-65(LC 8),6=-174(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-915/291,3-14=-977/348,4-14=-951/355
' BOT CHORD 1-16=-411/852,8-16=-411/852,8-17=-214/333,17-18=-214/333,7-18=-214/333
WEBS 4-8=-270/693,4-7=-426/274
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25it;B=45ft;L=2461;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 1.60 `,'+,"1„1,,,'
Thislate grip hasDObeen �%0% INS A. A ilii
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.Opsi 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. ••� •• �,�00 ........
E N`S Feg2i e1.
5)Refer to girder(s)for truss to truss connections.
upliftjointupliftjointNo 39380. ••;
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding137 lb at1,65 lb at5r
and 174 lb uplift at joint 6. ...
7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ - --"•
8)"NAILED"indicates 3-I0d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. •• • _ `V
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �-0 •• -� - r{ �
LOAD CASE(S) Standard #•03 �•,
1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 . . R \Q.`••• V '•4
•
Uniform Loads(plf)
Vert:1-3=-54,3-5=-54,6-9=-20
Concentrated Loads(Ib) i1���s�0 N Al •%
SS
Vert:15=-3(B)16=-6(B)17=-55(B)18=-75(B) Thomas A.Albani PE No.39380
• MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
• Q WARNING-Verily dau/Dn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/3/2015 BEFORE USE. IS
Design valid la use only vAth Mllek€connectors.IhNs design Is based only upon rxxameters shown,and Is to an Individual building component.not
a truss system.Before use,the building designer must verity the appilcabllty of design urometers and properly Incorporate this design Into the overall MiTek'
• building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.For��fAdditional temporary`��oery permanent bracing 1
is always required for stability and to prevent collapse with possible personal Inpay and property6904 Parke East Blvd.
arcling he
fabrication.storage,delivery,erection aril tracing of pusses and truss systems-seeANSI/lPil Quality CdterW,DS8-89 and SCSI Building Component Tampa.04 Parke
33610 B _ I
Riley Information mailable from Truss Plate institute,218 N.lee Street.Suite 312,Alexarxiria,VA 22314. ___ 1
t pry Ply Riverside Homes•Lot 20 ABCC-JB
JobTruss iTruss TypeT8662576,
J166226 J24 I Corner Jack 8 1
Job Reference(optional) _
Manning Building Supplies, Jacksonville,FL7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:52 2016 Page 1
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LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.02 5-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.03 5-8 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 1 n/a Na Weight:131b FT=204b
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
•
' LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 1 MiTek recommends that Stabilizers and required cross bracing
I be installed during truss erection,in accordance with Stabilizer
LInstallation guide. _._ ___
REACTIONS. (Ib/size) 1=109/0-5-8,4=25/Mechanical,5=83/Mechanical
Max Horz 1=56(LC 12)
Max Upliltl=-18(LC 12),4=-23(LC 12),5=-37(LC 12)
Max Grav1=109(LC 1),4=28(LC 17),5=83(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-303/237
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=4.2ps1;BCDL=3.0psf;h=25tt;B=451t;L=2411;eave=oft;Cat.II;
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ,,%%1111118/II,,
grip DOL=1.60 ��`�tsS A. q /�i
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B ,
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 `,`tee O ' .E N. l4_
fit between the bottom chord and any other members. v
•
5)Refer to girder(s)for truss to truss connections.
i
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 Ib uplift at joint 1,23 lb uplift at joint 4 = No 393.80 •• :
and 37 lb uplift at joint 5. . '--
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = _
• .
:!' .,GT• E A .4,„:
•
I� •r �s�
• .,,is• s'O N A,%OsN •
11g
Thomas A.Albani PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE MI.7473 rev.10W3/2015 BEFORE USE. lin
Design valid for use only with Milew connectors.This design is Ir ased only upon parameters shown.and is for an individual Lxilicling
design Into component.
not
til
a truss system.Before use.the bulking designer must verily the ap lk:abllty o1 design parameters and properlyMiTek
building design. Bracing indicated Is to prevent buckling 01 individual truss web and/or chord membersonly.Additional tr�lcorary and nl�rent bracing .
is always teed for slablity alai to prevent collapse with possible personal Injury property ag• gene ge 6904 Parke East Blvd.
rm
fabrication.storage,delivery,erection ari d bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.P.rFLk 33610ast
Safety infoatton available from lass Plate Institute,218 hi.Lee Street,Suite 312.Alexandria,VA 22314.
1
JobJ.
Truss l Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB T8662577
J25 'Corner Jack 8 1
IJob Reference(optional)
J16p226 tional
Manning Building Supptes, Jacksonville.FL 1 7.640 s Apr 19 2016 MiTek Industries,Inc. Thu May 19 11:36:52 2016 Page 1
I D:CSsaV 1 cABCm_62nUHW YkzEzMm9S-wbf692gixD7scMNgDcICwk?7vvV2y8jXsywZz2zEyxf
2-0-0 I 5-0.0 j
2-0-0 3-0-0
Scale=1:20.6
4
8.00 12 /I+
4.50 FY 3x4 i Co
v 3x4% vi
o 3 dA
2 I. A
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2-0.0 , 5-0.0
I 2-0-0 3.0.0
_Plate Offsets(X Y)-- f 1:0.3-8,Edge}
LOADING(ps1) SPACING- 2-0-0 I CSL DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.10 5-8 >605 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.16 5-8 >375 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 n/a Na Weight:19 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation_guide.
REACTIONS. (lb/size) 1=183/0-3-0,4=79/Mechanical,5=103/Mechanical
Max Horz 1=110(LC 12)
Max Upliftl_26(LC 12),4=-74(LC 12),5=-31(LC 12)
Max Grav1=183(LC 1),4=88(LC 17),5=113(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-516/509
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=241t;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ,,,'1"� �'rI,',
grip DOL=1.60 s%lk%t .S A. �1
3)This truss has been designed for a 10.0 psf bottom chord •
live load nonconcurrent with any other live loads. q4e ,�,
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 ,N
fit between the bottom chord and any other members. ,�%��..'\G E N s`� 94, e,�
•
5)Refer to girder(s)for truss to truss connections. �
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 1,74 lb uplift at joint 4 •
.• No 39380 •• •• a
and 31 lb uplift at joint 5. ~* -; •
7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. _ �- •
• •
Y
1 7.:°°.e e.ti;9:s j•C'•..14.O.9N.flA.'‘''71".....V:.%\s‘:%.:("4';:-.:7:1:
L:
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
AWARNING-Vwiy design parrrntera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5.7473 rev.10073/2015 BEFORE USE. mg",
Design valid for use only with MITeka7 connectors.ibis design is based only upon parameters shown,and Is for<ar trdlvlduol balding component,not
a truss system.Before use,the baking designer must veins/the appllceblity of design rxxanetens and properly Incorporate This design into the overall MiTek*
Dac Indicated k to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Is lway design. stc personal Gni ry and property damage. For general guidance regarding the 6904 East Blvd.
Is always n,Stora e. el ier y and fop prevent bracingcoliofse with possble PerTampa.04 Parke East 0
IaGk atbn storage,delivery,erection and of trusses and Buss systems,seeAN31/1P11 Quality Criteria,DSB 89 and SCSI Building Component
Safety Information avalabie from truss Plate Institute,218 N.lee Street,Suite 312.ANexadinla.VA 22314. .-. i
l i
•
Job
Truss Truss Type Qty Ply Riverside Homes-Lot 20 ABCC-JB
78662578I
'
J26 Jack-Open 12 1
J1�226 Job Reference(optional)
7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:53 2016 Page 1
Manning Building Supplies. Jacksonville.FL ID:CSsaV1cABCm_62nUHWYkzEzMm9S-OoDUMOrHhWFiDVytnJpRTxYE9JrJhbzh5cf7VUzEyxe
i 2-0-0 I 7-0-0 i
2-0-0 5-0-0
Scale=1:27.6
4 +
Y
8.00 FIT
co
•
oYy
4.5017E 3x4% v
10 3
3x4% 3
2 �,
v 1
rill y
11 1 a MI i
c
4x7 11
2-0-0 7-0-0 I
1 2-0-0 ' 5-0-0 -- - --- — — ---
Plate Offsets(X,Y)-- (1:0-3-0,0-0-21 - —
• LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udell Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.21 5-8 >402 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.39 5-8 >213 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 1 n/a Na i Weight:26 lb FT=20%
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M)
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.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-0 I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
j Installation guide. . - —J
REACTIONS. (lb/size) 1=257/0-3-0,4=133/Mechanical,5=123/Mechanical
Max Horz 1=165(LC 12) -
Max Uplittl=-34(LC 12),4=-125(LC 12),5=-25(LC 12)
Max Grav1=257(LC 1),4=148(LC 17),5=153(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-694/766
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psi;h=25ft;B=45ft;L=24ft;eave=4it;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever lett and
right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ,,,,,1111,x,',,
grip DOL=1.60 ����p,S A. q Bei
I 3)This truss has been designed for a 10.0 psf bottom chord live toad 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 �5 0 ��
fit between the bottom chord and any other members. ♦♦
♦ • i
5)Refer to girder(s)for truss to truss connections. IwithstandingupliftjointN o 39380
6)Provide mechanical connection(by others)of truss to bearing plate capable of 34 lb at 1,1251b uplift at joint 4 and 25 lb uplift at joint 5. • M
- •_ p.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •_ •
—'6.
• w
°'i •�• • ' 0 R10. •�• �•
iiiisistt‘‘
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
Q WARNING•Verify design parameters and READ NOTES ON THIS AND W4CLUDED MITER ReEFE tersINCE PAAGE�MIF7for�indi10/03/2015 al BE ng ORE USE.
till
not
Design valid for use only with Mllekm connectors.this design is trued only upon par
a Truss system.Below use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'
building design. Wacktg indicated is to prevent truckling of individual truss web and/or chord members onF Add/ ralb ra t�dal permanent bracing
is always required for stability and to prevent collapse with possible personal Initay and property damage. generalC st EBN
Parkead.
tatrk:atkrn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Qualify Criteria,DSB-89 and SCSI Building Component Tampa.6904 4 East B
Safety Information available from truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314.
Type qty Ply Riverside Homes-Lot 20 ABCC-JB
J� iTrUss Truss Jack-PartialT8662579
Girder 1 1
Jied226 J27Job Reference(optional)_
7.640 s Apr 19 2016 MiTek industries,Inc. Thu May 19 11:36:53 2016 Page 1
NlanningBuildingSuppies. Jacksonville.FL ID:CSaaV1cA8Cm_62nUHWYkzEzMm9S-OoDUMOrHhWFiDVytnJpRTxYIfJp9hZVh5cf7VUzEyxe
1.6-12 2-9-15 6-1-2 I 9-7-13 I
1.6-12 I 1-3-4 I 3-3-3 3-6-11
Scale=1:27.7
5 II 1$
5.66 r12
NAILED
15
5x5 i15/ -
NAILED foI
N44‘
3.18 1214
4x4 ' v
NAILED 3
3x4
13A
�
v1 IS
a IIIII
. II ! I
:AS 18 7
i; 16 83x4= 17 NAILED 6
NAILED NAILED
3x4=
3x6 II
2-9-15 I 9-7-13 I
2-9-15 6-9-14
Plate fisetssx v)_• l(1:0-2-a 0-1-14i II
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.12 7-8 >969 240 MT20 244/190
TCDL 7.0 I Lumber DOL 1.25 BC 0.79 Vert(TL) -0.33 7-8 >346 180
BCLL 0.0 • ! Rep Stress Incr NO WB 0.16 Horz(TL) -0.02 5 n/a rda Weight:471b FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matnx-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing.
WEBS 2x4 SP No.2 r MiTek recommends that Stabilizers and required cross bracing
SLIDER Lett 2x4 SP No.2 2-0-0 I be installed during truss erection,in accordance with Stabilizer
i_Installation guide.
REACTIONS. (lb/size) 1=411/0-7-0,5=77/Mechanical,6=361/Mechanical
Max Horz 1=161(LC 8)
Max Upliftl=-138(LC 8),5=-65(LC 8),6=-174(LC 8)
• FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
s.
TOP CHORD 2-3=-926/294,3-14=-987/351,4-14=-962/359
BOT CHORD 1-16=-415/862,8-16=-415/862,8-17=-216/336,17-18=-216/336,7-18=-216/336
WEBS 4-8=-273/700,4-7=429/276
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=2411;eave=oft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,,,``,PS Ar �I',','
plate grip DOL=1.60
3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. e
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 ,,,,,'0��.......
E M S�• e ice'
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 138 Ib uplift at joint 1,65 Ib uplift at joint 5 N o`'29380 •+:..____
and 174 lb uplift at joint 6. ..
7)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. =
•
8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. - • • =
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• •
�T �- '•,'
LOAD CASE(S) Standard •,i O R �•••• � `
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ���s•.••••••• `t;?`�
Uniform Loads(plf)
Vert:1-3=-54,3-5=54,6-9=-20 11'lei /ON
��N A� ��s‘
•
Concentrated Loads(Ib)
Vert:15=-3(B)16=-6(B)17=-55(B)18=•75(B) Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
•
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2016
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEE PAGrS shown, dE�MO-7lot� .indi.t* I5ual dBEUFORE USSE. not mit
Design valid for use only with Mileke connectors.Ibis design is based only upon Por
`' a bras syslern.Retort:use.the bilking deslgrx:r must verity ate opr>ik:abllry of design rxucxnekxs and Ixoperly incorporate this design Into tonly. Additional temporary and he nidtxadng MiTek
is design. BracingretailIty indicated a to preventco buckling of irxily truss and/or chord e1 damage. F general al guIdcnce regarding the 6904 East Blvd.
is always required to eiivery,and to prevent bracing
1 possible and personalTampa.04 Parke East 0
fabrication.stooge,delivery,erection and txackq of trusses and truss systems,seeAN51/iPl I Quality Criteria,DSB-89 and BCSI Building Component
Safety Information available horn Truss Plato institute,'218 N.Lee Street,Suite 312.Nexartdrla,VA223 b1.
I
e- pry ply Riverside Homes-Lot 20 ABCC•JB
Job Truss 'Truss Type I T8662580II
Jack•Partial Girder 1 1
IJ1 226 J28 Job Reference(optional)
7.640 s Apr 19 2016 MiTek Industries.Inc. Thu May 19 11:36:54 2016 Page 1
Manning Building Supplies, Jacksonville.FL ID:CSsaV1cA8Cm_62nUHWYkzEzMm9S-s_msakreSciNZrfX3K1Kg095TPj9000IgJGP(t1xzEyxd
1.6.12 2-9-156-1-2 9-7.13
{ I 3�i 11
I 1.6.12 I 1-3-4 3-3-3
Scale=1:27.7
5►'Y
110
5.66 12 Y
NAILED
15
5x5 1
4
NAILED0000040
40Niossiih6
3.18,121 14
4x4% I
NAILED 3
3x4
731!
1 I 1
•
11111111.11.111'=1""1111111111111.11. 1
18 7
•�• NAILED 83x4= 17 NAILED NAILED 6
3x4=
3x6 II
2-9-15 I 9-7-13 I2-9-15 6-9-14
Plate Offsets(X i) 11:0-2:4,0-1-141_ I I
LOADING(psi) SPACING- 2-0-0
CSI. 1 DEFL. in pc) Udell Lid PLATES GRIP
TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.12 7-8 >969 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.33 7-8 >346 180
BCLL 0.0 * Rep Stress Incr NO WB 0.16 ' Horz(TL) -0.02 5 n/a Na Weight:47 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
BRACING-
TTOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins.
LUMBER-
TOP
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing.
BOT CHORD 2x4 SP No.2 'MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SNo.2be installed during truss erection,in accordance with Stabilizer
SLIDER Left 2xx 4 SPPNo.2 2-0-0 Installation guide. — — --
REACTIONS. (lb/size) 1=411/0.7-0,5=77/Mechanical,6=361/Mechanical
Max Horz 1=161(LC 8)
Max Upliftl=-138(LC 8),5=-65(LC 8),6=-174(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-926/294,3-14=-987/351,4-14=-962/359
BOT CHORD 1-16=-415/862,8-16=-415/862,8-17=-216/336,17-16=-216/336,7-18=-216/336
' WEBS 4.8=-273/700,4-7=-429/276
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45it;L=24ft;eave=4tt;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,.0111111//".,'
plate grip DOL=1.60 �0% 1 p,S A. A�6',,�
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,RNs%��\........�•,9�i i��
tit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. N O 39380 l's'
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 1,65 lb uplift at joint 5 = !* f `• �
and 174 lb uplift at joint 6. — •
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ : _
•
8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. = • •
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .e:,..,
�► 6 T . .
•
LOAD CASE(S) Standard -0 ••.< 0 R\0,�`�•`,�.
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=7.25 le'�i0 •.. ...
N AL� 1�,``
Uniform Loads(plf)
Vert:1-3=-54,3-5=-54,6-9=-20 ��S�f/11111111`,
Concentrated Loads(Ib)
Vert:15=-3(F)16=-6(F)17=-55(F)18=-75(F) Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,201E
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED te117E 14Eers sfw�vn E Pond is AGE PAR-7473
47 Individual 10 building BEFOREt uSE
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tabrk:atkxt.storage,dc�llvery,erection and bracing or trusses and Inrss systems-seeANSI/iPl l Quality Criteria,DSS-89 and SCSI Building Component
Safety Information available horn Truss Poste Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314.
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