1727 ATLANTIC BEACH DR - TRUSS
1727 ATLANTIC BEACH DR - TRUSS ,� ,
OFFICE COPY
B CS
BUILDING COMPONENT SUPPLY, INC,
4627 JP HALL BLVD. SUITE 20B
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529. 1406
BEARING HEIGHTS
9'- 1 1 /81I
Nuns ///// 1 ❑I- 1 1 /8N
Floor Truss Connector List Plies Net Qty UlSui z❑' _,711
>A-LAM®2.0 3700 SP 3 3 USPPMSH422 2 2 ,
3A-LAM®2.0 3100 SP 2 2 USP THD26-2 1
3A-LAM®2.0 3100 SP 2 2 USP THD46 10
i,i, 1
1116,211 IIIIIIII
mum III ..
ul
...: ...,, ,t . .. . ..
Fiiih
„ THIS ISA TRUSS PLACEMENT
�I�I�I�I T=y DIAGRAM ONLY.
�1i1� = 'i-
,
These trusses are designed as
0 i ! EEO ”' % individual building components to be
ICS ; W ns incorporated into the building design at
11
_��, the specification of the building
"' designer. See individual design sheets
11 „,,,,.,,,,„..'1®.1 TWO STORY III 726
Willi for each truss design identified on the
FOYER
"' placement drawing.The building
OPEN TO 111
I �, ABOVE designer is responsible for temporary
----- -.. 4 and permanent bracing of the roof and
/I I $ floor system and for the overall
�_�
�__ ,�I • � 7._ �,.,,,, structure.The design of the truss
"°�"" ' support structure including headers,
�i MMbeams,walls, and columns is the
11
0EIL�G �!® responsibility of the building designer.
111
lliffir For general guidance regarding
! v. bracing, consult"Bracing of Wood
I
a Trusses" available from the Truss Plate
III s '_ , Institute, 583 D'Onifrio Drive; Madison,
';__.... _ W 153179.
NGV ATTENTION.
■ ' ' •-I V2 Refer to truss layout and engineering
oCEI.NG /�� 4 0 q I $ 4 10.10
■— y9 9
N documents that arrive with delivered
A � field trusses.
IIo Unless noted otherwise, all beams are
aIIby others.
,,ii ,,,, ,,i„.�,,,,,., �C Il/llJlff/l�: 'P` i a ,� n P: .. .�■
_ _ - yr REVISION DATE
} ' CHECKED BY 0O/0O/1 5
T}„d0
eeasou
CLIENT TOLL BROTHERS
SUBDIVISION ATLANTIC BEACH
MODEL CAPTIVA
ELEVATION SHINGLE
DRAWN BY
LOT #
C J R
DATE
FIRST FLOOR LAYOUT 029
06/28/2018
S CALE: 3/ 1 611 = 1 1011 REF#
16023T0
FF C COPY
PIotID Length Product
F803 23-01-08 1.314'x16
F1302 11-05-00 1-314'x 16
Root Truss Connector List F801 7-11-08 1-3/4"x 16
Menu( Product Qty
USP JUS24 16 6.0640
Ill 3301-00 44600
A I
i - C111 Mk
I 11
I7
1..�•:•
gy S a'CEILING $ 7
.7 ,, p $
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.. • 4rG .T]P 7\ 740410
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11111
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T41 ' r Si =. ;,.= e=FO:£4=i= .\‘Ta 140600
III901 OWE W.1.10
60600 3d0.111 10603 1701m 10000 1 40100
3707m
SECOND FLOOR LAYOUT
II
SCALE: 3/ 16 = 1 'Oil
11•111 NMI
Nu 1 7
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek OFFICE COY
RE: 16023T0 - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa,FL 33610-4115
Customer Info: Toll Brothers Project Name: . Model: The Captiva - Shingle
Lot/Block: 029 Subdivision: Atlantic Beach
Address: 1727 Atlantic Beach Drive, .
City: Jacksonville State: FL
Name Address and License #of Structural Engineer of Record, If there is one, for the building.
Name: Lou Pontigo License #: 53311
Address: 420 Osceola Ave., .
City: Jacksonville Beach State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 122 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name 1 Date No. Seal# Truss Name j Date
1 T14432359 F01 6/28/18 118 ,T14432376 I FT01 1 6/28/18
2 1114432360 F02 1 6/28/18 19 1T144323771FT02 1 6/28/18
3 1T14432361 F03 1 6/28/18 20 1T14432378 1 GEB01 1 6/28/18
4 1114432362 F04 1 6/28/18 21 'T14432379 GEB02 1 6/28/18
5 1114432363 F06 6/28/18 22 714432380 HJ02 6/28/18
6 1114432364 F07 6/28/18 23 T14432381 HJO5 6/28/18
7 1114432365 F08 1.6/28/18 j 4 T14432382 j HJO6 16/28/18
8 1114432366. F09 1 6/28/18 25 I T14432383 HJ07 6/28/18
9 1714432367 F10 1 6/28/18 26 1714432384 1 HJ17 6/28/18
10 714432368 F12 1 6/28/18 27 • j 714432385 J01 1 6/28/18
11 .171443,2369 F13 „ 1 6/28/18 28 1714432386 J02 1 6/28/18
12 1714432370 F14 _I 6/28/18 29 1714432387 LJO3 1 6/28/18
13 L114432371 F15 1 6/28/18 30 1714432388 J05 6/28/18
'f'14 1114432372 F17 L6 /28/18 31 T14432389 I,1J060 1 6/28/18
115
• 16/28/18 32 1114432390 1 6/28/18
16 1T14432374 FG02 ' `+6/28/18 33 1114432391 1J11 1 6/28/18
117 11144323751 FG04, 16/28/18 34 1T14432392 J13 6/28/18
The truss drawing(s)referenced above have been prepared by MiTek `���` OPS. A.
4 "ei,�
USA, Inc. under my direct supervision based on the parameters •N •Z` -•• G E N S�.;9,1�,•'
provided by Building Component Supply. •
Thomas • No 39380
Truss Design Engineer's Name: Albani, _ ��
My license renewal date for the state of Florida is February 28, 2019. _ : ,-f
-fl: - ice-. —
4.
IMPORTANT NOTE: The seal on these truss component designs is a certification
' S
OF : 4
1i
that the engineer named is licensed in the jurisdiction(s)identified and that the �..
i 'N '•'c4 X
designs comply with ANSI/TPI 1. Ttlese designs are based upon parameters ,ei<(`s'•. 0 R \,shown(e.g., d supports, 9 , s� N . `
given
eMikrct informationincluded for preparationktomers 0 . oN
vreference purpose only, specific as not on the ,
these designs. MiTek has not independently verified the applicability of the design Thomas A.Alban)PE No.39380
parameters or the designs for any particular building. Before use,the building designer MITek USA,Inc.FL Cert 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the overall building design per ANSI/TPI 1,Chapter 2. Date:
June 28.2018
Albani, Thomas 1 of 3
RE: 16023T0 -
Site Information:
Customer Info: Toll Brothers Project Name: . Model: The Captiva - Shingle
Lot/Block: 029 Subdivision: Atlantic Beach
Address: 1727 Atlantic Beach Drive, .
City: Jacksonville State: FL
No. Seal# Truss Name Date No. Seal# Truss Name Date
35 T14432393 J15 6/28/18 78 T14432436 T39 6/28/18
36 T14432394 J17 6/28/18 79 7144324371 T40 6/28/18
37 T14432395 J21' 6/28/18 80 T14432438(T41 6/28/18
38 T14432396 J23 6/28/18 81 T14432439 1142 6/28/18
39 T14432397 J25 6/28/18 82 T14432440 1143 6/28/18
40 T14432398 T01 6/28/18 83 T14432441 1T44 6/28/18)
41 LT14432399 T02 6/28/18 84 T14432442 1145 6/28/18
42 T14432400 T03 6/28/18 85 7144324431 V01 6/28/18
43 T14432401 T04 6/28/18 86 1144324441 V02 6/28/18
44 114432402 T05 6/28/18 87 T14432445 1V03 6/28/18
45 T14432403 106 6/28/18 88 T14432446 1VO4 6/28/18
46 T14432404 107 6/28/18 89 T144324471 V05 6/28/18
47 T14432405 108 6/28/18 90 T14432448 1V06 6/28/18
48 T14432406 109 6/28/18 91 T14432449 1V07 6/28/18
49 T14432407 T10 6/28/18 92 T14432450 1V08 6/28/18
50 T14432408 T11 6/28/18 93 T14432451 1V09 6/28/18
51 T14432409 T12 6/28/18 94 T14432452 1V10 6/28/18
52 T14432410 T13 6/28/18 95 T14432453 1V11 6/28/18
53 T14432411 T14 6/28/18 96 T14432454 1V12 6/28/18
54 T14432412 T15 6/28/18 97 714432455(V13 6/28/18
55 T14432413 T16 6/28/18 98 7144324561 V14 6/28/18
56 T14432414 T17 6/28/18 99 7144324571 V15 6/28/18
57 T14432415 T18 6/28/18 100 T14432458 1V16 6/28/18
58 T14432416 T19 6/28/18 101 7144324591 V17 6/28/18
59 T14432417 T20 6/28/18 102 T14432460 1V18 6/28/18
60 T14432418 T21 6/28/18 103 T14432461 1 V19 6/28/18
61 T14432419 T22 6/28/18 104 T14432462 1V20 6/28/18
62 (T14432420 T23 6/28/18 105 T14432463 1V21 6/28/18
63 T14432421 T24 6/28/18 106 T14432464 1V22 6/28/18
64 T14432422 T25 6/28/18 107 T14432465 V23 6/28/18
65 T14432423 T26 6/28/18 108 T14432466 V24 6/28/18
66 T14432424 1T27 6/28/18 109 T14432467 1V25 6/28/18
67 T14432425 1T28 6/28/18 110 T14432468 1V26 6/28/18
68 T14432426 1T29 6/28/18 111 714432469(V27 6/28/18
69 T14432427(130 6/28/18 112 T14432470 1V28 6/28/18
70 T14432428 11-31 6/28/18 113 T14432471 1V29 6/28/18
71 T14432429 1132 6/28/18 114 T14432472 1 V30 6/28/18
72 T144324301133 6/28/18 115 T14432473 1V31 6/28/18
73 T14432431 1T34 6/28/18 116 T14432474 1V32 6/28/18
74 T14432432 11-35 6/28/18 117 T14432475 1V33 6/28/18
75 T14432433 11-36 6/28/18 118 714432476(V34 6/28/18
76 114432434 1-137 6/28/18 119 7144324771 V35 6/28/18
77 T144324351138 6/28/18 120 T144324781 V36 6/28/18
OFFICE COPr"
RE: 16023T0 -
Site Information:
Customer Info: Toll Brothers Project Name: . Model: The Captiva - Shingle
Lot/Block: 029 Subdivision: Atlantic Beach
Address: 1727 Atlantic Beach Drive, .
City: Jacksonville State: FL
No. Seal# Truss Name Date
121 T14432479 V37 C 6/28/18
122 I T14432480 V38 16/28/18
3of3
Job Truss Truss Type I Oty Ply
714432359
16023T0 F01 GABLE �1 1
i Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:09 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-fwuRmUzXXoFssxyOBETy_XAI6c_Y6?ordMcyZwzl kfC
0 8
Scale=1:17.8
3x6=
1 3x4= 2 3 4 5 6 7 8 9
e e o L M..
19
• N —
Y
s e e sl a of
18 17 16 15 14 13 12 11 10
3x4— 3x4= 3x4— 3x4
1-6-12 2-10-12I 4-2-12 I 5-6-12 6-10-12 8-2-12 9-2-12 10-9-8
1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-0-0 1-6-12
Plate Offsets(X,Y)-- [11:0-1-8,Edge],[17:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 ; Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 10 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:54 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:17-18,10-11.
REACTIONS. All bearings 10-9-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,11,16,15,14,13,12
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
``,`,,BP`S A.I '11,0I
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•. 2
`r� Cr S ••'9 -�i
No 39380
7.:13:5) , •• CC=
11,'40��NA�E`tSSN
Thomas A.Albans PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,201F
0 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 MITeke connectors.this design is based only upon parameters shown,and Is for an iolMdual building component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Meek_
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/IPII QualityCrhda,DS$49 and/CSI adding Component 6904 Parke East Blvd.
Safely Infonnotbtravallable from Truss Nate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type .Qty Ply
714432360
16023T0 F02 Floor 14 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:10 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-76Spzq_916NjU5Xalx?BXljpy?7YrN4_5OMW5Mz1 kf B
0-1-8
H I 1-3-0 I 1-11-0 01118
Scale'=1:19.1
1.5x3= l.5x3 II 1.5x3=
1 2 3 4 5 6
o • o
♦ • NZ
e
4 15
— o
d
a–
/ 12 11 10 9 8
1.5x3 II
1-6-0i 4-0-0 I 5-8-8 16-0-8 7-5-0 9-11-0 11-5-0 i
1-6-0 2-6-0 1-8-8 0-4-0 1-4-8 2-6-0 1-6-0
Plate Offsets(X,Y)-- [3:0-1-8,Edge],[6:0-1-8,Edge],[9:0-1-8,Edge] _
LOADING (psf) � SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.10 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.12 10-11 >999 240
BCLL 0.0 Rep Stress!nor YES 1 WB 0.35 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:60 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=608/0-3-8,7=608/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-13=-601/0,6-7=-595/0,1-2=-577/0,2-3=-1261/0,3-4=-1376/0,4-5=-1376/0,5-6=-557/0
BOT CHORD 11-12=0/1081,10-11=0/1376,9-10=0/1376,8-9=0/1066
WEBS 6-8=0/716,1-12=0/742,5-8=-707/0,2-12=-701/0,5-9=0/542,2-11=0/289,3-11=-288/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
.•,,Z, '• E.\G N.4 • T �
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No 39380
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Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.10/73!2015 BEFORE USE.
Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not
a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSIIPII QualtyWed°,031-89 and ICS Buldhp Component 6904 Parke East Blvd.
Safety Infomlattonwcilable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty `Ply
T14432361
16023T0 F03 Floor 2 1
l I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:10 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-76Spzq_916Nj U5Xalx?BXIjpE?G 1 rNS_sOM W 5Mz1 MB
3x6=
0-1-8
111.59 I10-4-4 21 316= 1-3-0 3 ).5x1 II 0-7-12 4 1.5x3 H 5
Scale=1:9.4
T
12
P ::
11 o
1.5x3 I I 3x4= 3x4=
10 8 7 6
0-824 H 3x4
I 0-6-0 0-7'} I 4-6-0
0-6-0 0-1-4 3-9-4
0-1-8
Plate Offsets(X,Y)-- (6:Edge,0-1-8),(7:0-1-8,Edge),(8:0-1-8,Edge],(11:0-1-8,0-0-41(12:0-1-8,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.01 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(CT) -0.01 7 >999 240
BCLL 0.0 1 Rep Stress Incr NO I WB 0.33 Horz(CT) 0.00 6 n/a n/a 1
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:30 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=690/Mechanical,9=931/0-5-8
Max Gray 6=693(LC 4),9=931(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 5-6=-679/0,2-3=-530/0,3-4=-530/0,4-5=-530/0
BOT CHORD 7-8=0/530
WEBS 2-9=-922/0,5-7=0/693,2-8=0/693,3-8=-408/0,4-7=-461/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s)for truss to truss connections.
3)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct
for the intended use of this truss. '
4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means. `111111111111 ji
5)CAUTION,Do not erect truss backwards. `�� S A.
•N. �.. .............
LOAD CASE(S) Standard •% �O• \C E N S•• '94,•�i�
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 . \, F•••. / 0
Uniform Loads(pit) No 39380 ;.
Vert:6-10=-10,1-5=-377
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf) *! ii
Vert:6-10=-10,1-5=-377 ..-0 /� f• Y z.
3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 LU
Uniform Loads(plf) 0%.'_m' �0(/.
Vert:6-10=-10,1-2=-377,2-5=-297 �i�� R ,0 P.•\ ,a
4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 ..<`
Uniform Loads(PO)-10,1-2=-297,2-5=-377 '',illlipN P 1,.•
\s
Vert5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf) Thomas A.Albani PE No.39380
Vert:6-10=-10,1-2=-377,2-5=-297 MITek USA,Inc.FL Cert 6634
6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East 81vd.Tampa FL 33610
Date:
June 28,2018
Continued on Dane 2
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M9-7473 rev.10/13/20/5 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 use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MeV
is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANlf/D//Quality Geode,DSI.89 and BON aiding Component 6904 Parke East Blvd.
Safety ilfonnaRonavdlable from Truss Plate Institute.218 N.Lee Street,Sutte 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432361
16023T0 F03 Floor 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:10 2018 Page 2
I D:2wfj6cN6QIwY4YBHbx97HYyiZgT-76Spzq_916NjU5XabUBXljpE?G1 rNS_sOMW 5Mz1 kfB
LOAD CASE(S) Standard
Uniform Loads(pIf)
Vert:6-10=-10,1-2=-297,2-5=-377
7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pIf)
Vert:6-10=-10,1-2=-297,2-4=-377,4-5=-297
8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pIf)
Vert:6-10=-10,1-2=-377,2-3=-297,3-5=-377
9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pIf)
Vert:6-10=-10,1-2=-297,2-4=-377,4-5=-297
10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pIf)
Vert:6-10=-10,1-2=-377,2-3=-297,3-5=-377
V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE.
1111
Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual t xi►ding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek
Is always required for stability and to prevent collapse with posbie personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANi1//%1 QuaByC,Mda,D3/d9 and ACS/adding Component 6904 Parke East Blvd.
Safety Iitpanattp►pvdlabte from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexa dria-VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432362
16023T0 F04 Floor 3 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:11 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-cJ?BBA?o3PVa5F5nIe W Q3yGtBPR?av184g53eoz1 kfA
3x6=
0-1-8
CI 1.5x8 HO-4-4 2 3716= 1-3-0 3 1.51 H 0-7-12 4 1.5x3 ,I 5
Scale=1:9.4
12 1.5x3=
1.51=
11 O
Y
• 1 • • •Il
• • 1 •
1.5x3 H 111111 3x4= 3x4=
10 8 7 6
0-83?(24 H 3x4
0-6-0 0-7 4-6-0
0-6-0 0-1- I 3-9-4
0-1-a
Plate Offsets(X,Y)-- 17:0-1-8,Edgel,(8:0-1-8,Edge],(11:0-1-8,0-0-4],(12:0-1-8,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0.01 8-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.03 8-9 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 6 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S j Weight:30 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:7-8.
REACTIONS. (lb/size) 6=127/Mechanical,9=802/0-5-8
Max Uplift 6=-19(LC 3)
Max Gray 6=130(LC 4),9=802(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-9=-466/0
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 capable of withstanding 19 lb uplift at joint 6.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
01111111//11
LOAD CASE(S) Standard `01 S A- /III
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 %S' O1tP q�e Ili,_
Uniform Loads(plf) ��� Z• ••'\C,E•N 8'••97. 0�
Vert:6-10.10,1-5=-100 • •' V '• '••
Concentrated Loads(Ib) No 39380
Vert:1=-468
:::
• * ' cr� " , r '�:
0'. (jC%% 'QJ.
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
1 t
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE
1111
Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of IndNIdual truss web and/or chord members only. Additional temporary and permanent bracing Milek"
Is always required tor 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.seeAMSVIMI Qualify C,Ntla,DSI-89 and ICSI DuIdI g Cempona t 6904 Parke East Blvd.
Safely Idonealpnavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432363
1602370 F06 Floor 5 1 i Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:12 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-4VZZOW OQgjdRj PgzsM 1 fcAo7apnMJ E8HJ KrdAFz1 kf9
0-1-8
H I
1-3-0 tP 0 1?� 0-11-12 0-11-8
Scale=1:39.2
4x6=
1.5x3= 3x6 FP- 1.5x3 II 3x6= 6x8- 1.5x3 H 1.5x3=-
1
1 2 3 4 5 6 7 8 9 10 11 12 13
-a-- ,,0 •\/ ! a
d 29 N. / X Z
/ / N_/ _ X /a 30 9
v
28 27 26 25 24 23 22 21 20 19 18 17 16 15 14
4x6= 1.5x3 H 4x6= 3x6 FP= 1.5x3 I
1-6-0 4-0-0 6-6-011-4-12 13-10-12 15-3-4 16-7-12 21-7-8 23-1-8
1-6-0 2-6-0 2-6-0 4-10-12 2-6-0 { 1-4-8 i 1-4-8 4-11-12 1-6-0
Plate Offsets(X,Y)-- (1:Edge,0-1-8),F5:0-1-8,Edge),(10:0-1-8,Edge),[13:0-1-8,Edge),F16:0-1-8,Edge],123:0-1-8,Edge)
LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.13 24-25 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.17 24-25 >999 240
BCLL 0.0 Rep Stress lncr YES WB 0.57 Horz(CT) 0.03 20 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:123 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 28=724/0-5-8,14=217/0-5-8,20=1563/0-3-8
Max Uplift 14=-69(LC 3)
Max Gray 28=735(LC 10),14=347(LC 4),20=1563(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-28=-731/0,13-14=-347/61,1-2=-718/0,2-3=-1678/0,3-5=-2027/0,5-6=-1971/0,
6-7=-1971/0,7-8=-1102/0,8-9=0/369,9-10=0/854,10-11=-397/502,11-12=-397/502,
12-13=-283/87
BOT CHORD 26-27=0/1341,25-26=0/1996,24-25=0/1971,23-24=0/1971,22-23=0/1605,21-22=0/597,
20-21=-1271/0,18-20=-1271/0,17-18=-502/397,16-17=-502/397,15-16=-229/497
WEBS 9-20=-1513/0,1-27=0/924,9-21=0/1205,2-27=-868/0,8-21=-1122/0,2-26=0/469,
8-22=0/729,3-26=-442/0,7-22=-731/0,7-23=0/621,13-15=-114/361,9-18=0/719,
12-15=-298/198,10-18=-823/0,12-16=-451/0
N
TES-
1)Unbalanced floor live loads have been considered for this design. ,i%' r.S 1 A.. ie
2)All plates are 3x4 MT20 unless otherwise indicated. �� e
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 14. ,•% NZ"•• G E Ns•• 'St'.
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. w ••• V F•••. 2 °•
Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39380 9380 •
5)CAUTION,Do not erect truss backwards.
1:-°.... '1,441/11WPiirS
•
i 0."i � 41/
•,11';1•0NAV-%to`%•
•
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd-Tampa FL 33610
Date:
June 28,2018
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. lill
Design valid for use only with Mliek©connectors.this design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMWIPII Qualify Cihda,D55-89 and Br-SI Binding Campania'? 6904 Parke East Blvd.
Safety hiibmraIorcivdiabie from Truss Elate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
1
Job Truss Truss Type 1 Qty Ply
714432364
1602370 F07 Floor I 1 11 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:13 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-Yh7ycs02b1IILZF9Q3Yu9NLKoD7a2hnRY_aAihzlkf8
0-1-8
H 1-3-0 -1p 01�2 . 2-o-12 0-1-8
Se=1:38.9
4x6= 6x8=
1.5x3= 1.5x3 II 3x6 FP= 1.5x3=
1 2 3 4 5 6 7 8 9 10 11 12
1 _?t.-l ) t- .t .t ,1-54. si i
).t, til .•,:1 ' I.qt 4 .1 ;,y4 T
428 x 29 4
4f
27 26 25 24 23 22 21 20 19 18 17 16 15 14 13
4x6= 3x8 MT2OHS FP= 4x6= 1.5x3 i 1.5x3 I I
1.5x3 I
1-6-0 4-0-0 6-6-0 11-4-12 13-10-12Ii 15-3-4 16-7-12 l 18-5-2 18-10-0 21-5-8 22-11-8
1-6-0 2-6-0 2-6-0 4-10-12 2-6-0 1-4-8 1-4-8 1-9-6 0-4-14 2-7-8 1-6-0
Plate Offsets(X,Y)-- f1:Edge,0-1-81,f4:0-1-8,Edge],[7:0-1-12,Edge],[10:0-1-8,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge],[21:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.14 22-24 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.19 22-24 >956 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.04 13 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:120 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (Ib/size) 27=772/0-5-8,13=299/0-3-8,18=1415/0-3-8
Max Gray 27=789(LC 10),13=371(LC 4),18=1423(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-27=-785/0,12-13=-370/0,1-2=-778/0,2-3=-1849/0,3-4=-2309/0,4-5=-2333/0,
5-6=-2333/0,6-7=-1603/0,7-8=-398/0,8-10=-152/419,10-11=-522/148,11-12=-296/23
BOT CHORD 25-26=0/1458,24-25=0/2219,22-24=0/2333,21-22=0/2333,20-21=0/2047,19-20=0/1151,
18-19=-830/0,17-18=-830/0,16-17=-148/522,15-16=-148/522,14-15=-148/522
WEBS 8-18=-1378/0,1-26=0/1003,8-19=0/1149,2-26=-946/0,7-19=-1070/0,2-25=0/544,
7-20=0/680,3-25=-514/0,6-20=-67510,6-21=0/558,12-14=-32/376,8-17=0/565,
11-14=-308/170,10-17=-688/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated. .001 fill/gill
3)All plates are 3x4 MT20 unless otherwise indicated. ` "-A1 S A. 4
,0id,�
4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3')nails. ,% Offtk•...... . 4,9 •j
Strongbacks to be attached to walls at their outer ends or restrained by other means. •% .••\C E •-./4,••
5)CAUTION,Do not erect truss backwards. V F .•. / l•
No 39380
- �.
3 _....----.. .0.7 I :CC=
41 •
°I &/cjN. E�C"%
•
•
lllllltiil�
Thomas A.Albani PE No.39380
MITek USA,Inc.Ft.Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
N
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. is
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 use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of IndtvWual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMYDII QaalyCJ.da,DSid!and SpI Ju ldhrg Canpon ad 6904 Parke East Blvd.
Safely hlbnnaMDrmvaIable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432365 I
16023T0 F08 Floor 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:14 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-OuhKpC 1 gMKt9yjgL_n37hbuXsdd?nDQameKjF7z1 kf7
0-1-8
HI-- 1-3-0- 1-11-8 1-11-8 081 u1
Scdig=1:25.6
1.5x3= 3x6= 1.5x3=
1 2 3 4 5 6 7
• • •
192/10r20
lk.
. 1 NIAll& /r— _ N r
o a > a Ls e
• O�•�%•�%.WM....WM.•.••••i i. .�.•.••.O••.•.
••i i i i i i i i.•.•••i i i i.��:�❖.•ti1 i�J.�4��00�Q,
•••4........W.0000000000••.•••
•••••.•••0•••••0046000••0.0066•.•••••
1.5x3 1.5x3 1.5x3 II 1.5x3 I.
} 4-5-4 'Q11-0-8
1-6-0 3-9-12
el
p 11-30
8-0 15-2-0
1-6-0 I 2-3-12 d-3-19 f9-3.12 6-2-8 5-8 ' 1-3-8 I 8-11-81-5-8 1-3-8 19--4.119 01242 2-4-12 1-6-0
0-3-12 0-4-12
Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[5:0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.02 10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.03 10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 8 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:80 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 7-7-8 except(V-length)8=0-3-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)18,17,14 except 8=398(LC 10),13=666(LC 9),16=265(LC 9),
15=268(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 7-8=-396/0,4-5=-410/0,5-6=-596/0,6-7=-330/0
BOT CHORD 11-12=0/596,10-11=0/596,9-10=0/596
WEBS 4-13=-644/0,7-9=0/421,4-12=0/426,6-9=-367/0,5-12=-423/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards. •0`.0011111A"A','/ei
4,9
•
�•� .Z• .••k E • • .
No 39380
- •• r'% •:4/•
.Off.��_ P <(/,
'''' •1�0A1 r;.\
is
�'
'it;ONA�E�os%
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
1 p
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Md-7473 rev.1003/2015 BEFORE USE. mit
Design valid for use only with MIleke.connectors.This design Is based only upon parameters shown,and is for an individual buNding component,not
a truss system.Before use,the balding designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. 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 ry and property damage. Tor general guidance regarding the I
fabrication,storage,delivery,erection and bxacIng of trusses and truss systems,seeANff Pt1 Quarry C,l.da,DSS-89 and ICSI auldhrp Component 6904 Parke East Blvd.
Safety Wonnallo/nvdlable from Truss Plate Insttute,218 N.Lee Street.Sulfe 312.Nexandrla.VA 22314. Tampa.FL 33610
Job Truss Truss Type 1Qty Ply
T14432366
16023T0 F09 Floor 4 1
;Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:15 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-U4Fi0X217e?OasPYXUaMEoQhBOxnW gej?I3Hnaz1 kf6
0-1-8
1-3-0 2-0-0 1-
I— I I I I Scale=1:14.4
1 2 3 4
•
1.1 — 12
1.5x — 1.5x3= o
7b
1 - o r o -
I 9 8 7 6f*'
1.5x3 II 1.5x3 I
1-6-0 3-3-0 3-7-8I 6-3-0 7-9-0
1-6-0 1-9-0 0-4-8 2-7-8 1-6-0
Plate Offsets(X,Y)-- (2:0-1-8,Edge),)3:0-1-8,Edgel,[4:0-1-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP
TCLL 40.0 - Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.04 8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.04 8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:42 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=406/0-5-8,5=406/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-10=-400/0,4-5=-400/0,1-2=-336/0,2-3=-637/0,3-4=-336/0
BOT CHORD 8-9=0/637,7-8=0/637,6-7=0/637
WEBS 4-6=0/429,1-9=0/429,3-6=-409/0,2-9=-409/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
, � �
0" Ns A. AI,e,s.•O • �e
`• `ZGEN y�
.
. •
No 39380
* ..
1.13." - o :�.-
'Ii,,1S,0NA ON-
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
IMOIRA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03!1015 BEFORE USE.
Design valid for use only with Mllek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing Mitek
k 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,seeANESJIPII QuaSlyCiteda,D5Sd9 and SCSI Suldhg Component 6904 Parke East Blvd.
Safety Intotmallonovailable from Truss Nate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432367
16023T0 F10 Floor 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:15 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-U4Fi0X217e?oasPYXUaMEoQhnOy9 W gjj?I3Hnaz1 kf6
0-1-8
I 1-3-0 1-8-8
Scale=1:13.8
3x4= 3x6=
1 34= 2 3 3x4= 4
• • •
• • •
11 'J
• 1.5 = o
/,_ —
• •
II 93x4= 8 7 63x4= 5
1.5x3 I I 1.5x3 I I
3x4= 3x4 I'
1-6-0 5-11-8 7-5-8
1-6-0 4-5-8 1-6-0
Plate Offsets(X,Y)-- (2:0-1-8,Edge),(3:0-1-8,Edge)
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 40.0 I Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.03 7 >999 360 MT20 244/190
TCDL 10.0 1 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.03 7 >999 240
BCLL 0.0 1Rep Stress!nor YES WB 0.20 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:41 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=390/0-5-8,5=396/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-10=-384/0,4-5=-390/0,1-2=-317/0,2-3=-599/0,3-4=-315/0
BOT CHORD 8-9=0/599,7-8=0/599,6-7=0/599
WEBS 4-6=0/420,1-9=0/404,3-6=-386/0,2-9=-384/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3•)nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
,,,‘1111111t.,,
��OS�p,S A. 44 ,i
�•` `��• G E.N S• .'9i�,'•i
No 39380
...1•6 . i•.••
i,.X
0•• jl r/= ' •'
1I11I1I
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 910.7473 rev.10,03/2015 BEFORE USE.
Design valid for use only with MITek©connectors.this design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek.
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1//M►Gually Weft,DS8-$9 and ICJ/Building Component 6904 Parke East Blvd.
Safetyprromrarbmvdtable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432368
16023T0 F12 Floor Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:16 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-yGp4Et3wty7tC0_k5C5bmOzuRQMDFAAtEypgJOz1 kf5
0-1-8
1_3x4 1I 6 0-6-12 2 314— 1-3-0 31 3x4 ',I
Special Scale=1:9.5
ME I
O
I
I i
NM MilEtii
I -l.
4
3x6= 3x6=
0-9-12 2-3-12
0-9-12 1-6-0
Plate Offsets(X,Y)-- (1:Edge,0-1-8)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) 0.00 5 "" 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.00 4-5 >999 240
BCLL 0.0 Rep Stress lncr NO WB 0.06 Horz(CT) 0.00 4 Na n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:18 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=390/0-3-7,4=167/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-5=-251/0
NOTES-
1) Refer to girder(s)for truss to truss connections.
2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
3)CAUTION,Do not erect truss backwards.
4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)330 lb down at 0-5-8 on top
chord. The design/selection of such connection device(s)is the responsibility of others.
5) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
AD
ndard
1)Dead+Floor
Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •N,`,,,PS A. xi
t e
10
Uniform Loads(plf) ♦ �` •
Vert:4-5=-10,1-3=-100 ,%kx•••\G ENS;.:• q,,0
Concentrated Loads(Ib) • •
Vert:6=-330(F) No 39380
-S" -"f"'Weill, •ir• .7:
' � '
•i iSls, • OA1 .w � `.
� `G `
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
IMMINEQ WARNING-Verify deign parameters and READ NOTES ON THISAND INCLUDED MREK REFERANCE PAGE MIh7473 rev.11Y03/2015 BEFORE USE.
Design valid for use only with MITek&connectors.This design is based only upon parameters shown,and Is for an Individual building component,not .
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIJ►MI QuaayC,Nda,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Mfonnallonavaliable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432369
16023T0 F13 Floor Girder 1 1 IJob Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:17 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-QTNSRD4YeFFjpAZwfvdgJDVz9gW 1_YQOTcYOrSz1 kf4
0-1-8
H
1-3-0 0-11-12 0-9-12 01118
Scale I=1:19.1
Special
1.5x3= 3x6= 1.5x3=
1 2 3 4 5 6
.
I q /
15 '
9 ° 0
v
q
_ i
Z N / e • N6
6
/3 12 11 10 9 8 'Y
1.5x3 I I L�
7-7-4 11-5-0
7-7-4 3-9-12
Plate Offsets(X,Y)-- 15:0-1-8,Edge1,(6:0-1-S,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.08 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.10 10-11 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:64 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
' BOT CHORD 2x4 SP No.1(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 14=630/0-5-8,7=653/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-14=-626/0,6-7=-632/0,1-2=-598/0,2-3=-1340/0,3-4=-1473/0,4-5=-1290/0,5-6=-617/0
BOT CHORD 12-13=0/1113,11-12=0/1550,10-11=0/1290,9-10=0/1290,8-9=0/1290
WEBS 4-10=-357/0,1-13=0/769,2-13=-716/0,2-12=0/316,3-12=-292/0,4-11=-21/352,6-8=0/795,5-8=-914/0,5-9=0/354
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)107 lb down at 7-7-4 on top
6)csuch
nsibility of others.
In the he LOAD CASE(S)sectionrd. The design/selection ,loads applied
p edtto the face of heon device(s)is tru s are noted as front(F)or back(B). Ot001111111/1,_
,NS A. ,",'h/
LOAD CASE(S) Standard .` Ne .• ........
E•N s••.1.1_'.
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Z\ •• V • % °•
Uniform Loads(pit) • No 39380
Vert:7-14=-10,1-6=-100
Concentrated Loads(Ib)
Vert:4=-67(B) =
.•,,F O R , • C? �•
•
',It,/0 N A' 't.os
iiiiiiiino
Thomas A.Albani PE No.39380
Weir USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
ISIMEN
©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/032015 BEFORE USE. M
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 use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for 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/7M QuamyCd.11a,05849 and SCSI Suldhp Component 6904 Parke East Blvd.
Sandy i1Nbmma/Igpvdlabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432370
16023T0 F14 Floor 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:17 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-QTNSRD4YeFFjpAZwfvdgJDV?BqW B_YpOTcYOrSz1 kf4
0-1-8
1-3-0 1-11-0 018
Scale'=1:19.1
1.5x3= 1.5x3 II 1.5x3=
1 2 3 4 5 6
0 0 0
o ' e o
4 — /- 15
0 0
X_ _
1 e o e o
12 li 10 9 8
1.5x3 H
1-6-0 4-0-0 5-8-8 6-0-8 7-5-0 9-11-0 11-5-0
1-6-0 2-6-0 1-8-8 0-4-0 1-4-8 2-6-0 1-6-0
Plate Offsets(X,Y)-- 13:0-1-8,Edgei,(6:0-1-8,Edge],(9:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.10 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.12 10-11 >999 240
BCLL 0.0 Rep Stress lncr YES WB 0.35 Horz(CT) 0.02 7 n/a n/a i
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:60 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 13=608/0-5-8,7=608/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-13=-601/0,6-7=-595/0,1-2=-577/0,2-3=-1261/0,3-4=-1376/0,4-5=-1376/0,5-6=-557/0
BOT CHORD 11-12=0/1081,10-11=0/1376,9-10=0/1376,8-9=0/1066
WEBS 6-8=0/716,1-12=0/742,5-8=-707/0,2-12=-701/0,5-9=0/542,2-11=0/289,3-11=-288/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
,`,111111111%.
,Z,o c•
•q
No 39380
* -
�
,9:• iC'E
••i�F ••.•.O R ,p,• '0 `��
. s,, sto
�ONA'�s •s%
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
1
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 11111
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 verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
Is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSHIPN QuaiiyWeida,DS1d9 and 1CSI Bolding Compon.nt 6904 Parke East Blvd.
Safely YMannal/olrovdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432371
1602370 F15 GABLE i i
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:18 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-ufwgtZ4BPZNaRK87Dd83sR2HyE2fj42AhGlxOuzl kf3
O_1-i3
1f Scale=1:11.6
i 3x4= 2 3 4 5 6
0 • •
13 r
14
o 0
0
d
u
•i i ii ii iii ilii iii'i iii ii'i i'i'i ii i i i i'ii i i i i i i ilii i i ii ilii ii iiiii ii'i i i ii i'iiii'i i i ii i i i i i iiiiiiiiii..•'•'••.'i'.'.'••.•.•.'.'.•i ii i i ii4•i•
.t :t t:t t:t:txi•O:xt:x:I:•x*:!:•::,:!:4 i i i i i i i i i i i i i i itx❖Oi i i i❖:txtx0••i�i i••:tx!:,:x!:,:i❖:i❖:•i i i x i xtzt•i x x000•!x01:•0:10:::0 i zt
12 11 10 9 3 7
3x4- 3x4= 3x4
1-6-122-10-12 4-2-12 , 4-7-12 6-2-8
1-6-12 1-4-0 1-4-0 0-5-0 1-6-12
Plate Offsets(X,Y)-- (7:Edge,0-1-8),(11:0-1-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 7 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:33 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 6-2-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,8,10,9
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
,tt‘%/1111/1/1,,1
mss%L•j•`'..'• \GENS •,9,Ji '•
No 39380
*
•
Thomas A.Albans PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
� I
la
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek0 connectors.This design is based only upon parameters shown,and is for an individual building component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Crlbo°,DSB-89 and SCSI adding Component 6904 Parke East Blvd.
Safety Nrfonnaaanuvalable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432372
16023T0 F16 Floor 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:19 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-NrUDsvSpAtVR3UjJmKflOebK8eGYSU6Jww1 UwLz1 kf2
0-1-8
1-3-0 1-8-8
Scale=1:11.8
3x4=
1 3x4= 21.5x3 I' 3 3x4= 4
• •
10 11
• 1.5 — 1.5x3=
0
i
1.5x3 I I 3x4=
8 7 6 5
Al
3x4=
3x4= 3x4 I I
4-8-8 6-2-8
II
4-8-8 1-6-0
Plate Offsets(X,V)-- (3:0-1-8,Edge],(4:0-1-8,Edge],(8:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.04 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.06 6-7 >999 240
BCLL 0.0 Rep Stress lncr NO WB 0.24 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 1 Matrix-S I Weight:35 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=326/0-3-8,5=785/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-9=-355/0,4-5=-788/0,1-2=-393/0,2-3=-393/0,3-4=-257/0
BOT CHORD 7-8=0/393,6-7=0/393
WEBS 4-6=0/294,1-8=0/499
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s)for truss to truss connections.
3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the
intended use of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards. ,,,�11\11I IIllIg,i,,
S
LOAD CASE(S) Standard ,,S�0 r.. . •.q�e,'�i �
1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 tet. •.A �i
Uniform Loads(plf) .. \' F •• , -i
Vert:5-9=-10,1-a=-loo No 39380
Concentrated Loads(lb) * ►
Vert:4=-468
2)Dead:Lumber Increase=1.00,Plate Increase=1.00 •
Uniform Loads(plf) Q
Vert:5-9=-10,1-4=-100 i:5:
'•
Concentrated Loads(Ib) i ' 4/
Vert:4=-468 T,c•�Tr--.0-:":11:11PAIL°7-:r'''‘j‘.
\ `��3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 I��``s ��Uniform LoadsVert:5(910,1-3=-100,3-4=20 plf) 'h / �
Concentrated Loads(lb)
Vert:4=-468 Thomas A.Albani PE No.39380
4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cort 6634
Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610
Vert:5-9=-10,1-2=-20,2-4=-100 Date:
June 28,2018
Continued on Daae 2
INIMIll
©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTekS)connectors.This design is based only upon parameters shown,and is for an individual building component,not •
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSUlPII Quay Criteria,DS849 and BCSI Buldfny Component 6904 Parke East Blvd.
Safety bsforma/torravdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanga,FL 33610
Job Truss Truss Type Qty Ply
T14432372
16023T0 F16 Floor 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:19 2018 Page 2
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-NrUDsvSpAtVR3UjJmKflOebK8eGYSU6Jww1 UwLz1 kf2
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:4=-468
5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:5-9=-10,1-3=-100,3-4=-20
Concentrated Loads(Ib)
Vert:4=-468
6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:5-9=-10,1-2=-20,2-4=-100
Concentrated Loads(Ib)
Vert:4=-468
9
0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev_10/03/2015 BEFORE USE.
Design valid for use only with MITek0 connectors.This design Is based only upon Ixuameters shown,and Is Tor an individual balding component,ponent,rat
a truss system.Before use,the building designer must verily 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 Mile k
Is always required for stability and to prevent collapse with possk le personal t>Wry and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVIPTI Ovally Caddo.DSI-89 and ACS/Building Component 6904 Parke East Btvd.
daftly hrMnna/bKuvdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tarrpa,FL 33610
Job Truss Truss Type Qty Ply
T14432373
1602310 F17 GABLE 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:19 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-NrUDsv5pAtVR3UjJmKfIOebSceOuSXGJww1 UwLz1 kf2
4-1-if (1-11
1 3x6= 2 1.5x3 H 3 18x3 I 4
Scale=1:9.4
1
•
0
I
1
••:..x.:•i•i•i•i•i•i•:iii.:•:•Ki.:•::•:•::•:xiii.:•i i•i•is:•:•:•:•:•:*::
Job ITruss Truss Type Qty Ply i
714432374
1602370 FG02 Flat Girder I 1 2 I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:21 2018 Page 1
ID:2wfjecN6QIwY4YBHbx97HYyIZgT-JEczHb73iUm91nsiulhmT3gntROlwMPcNEWb_Dz1 kf0
217 -3-? 3-1-4 I 3-11-5 �11 6-2-8 I
2-1-7 0-1-12 0-10-1 0-1 0-1 0-1-1 2-1-7
Scale=1:11.8
3x4= 2x4 II 2x4 I 3x4=
1 2 3 4
• o o
l
L.__
,___ 1 .
7 6
3x4=
3x4=
2x4 1 8 5 2x4 II
I
2-1-7 3,3 3-1-4 3115 �11 6-2-8 I
2-1-7 0-1-12 0-10-1 0-10-1 0-1-1 2-1-7
LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) 1/defl Ud j PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.01 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.02 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:57 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=1166/Mechanical,5=1166/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-8=-1104/0,1-2=-1511/0,2-3=-1511/0,3-4=-1511/0,4-5=-1104/0
BOT CHORD 6-7=0/1511
WEBS 4-6=0/1591,1-7=0/1591,3-6=-745/0,2-7=-745/0
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `,01111111,g,,
4)Provide adequate drainage to prevent water ponding. ,`OOPS A- q<(III'
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .• e
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 �� .•• G E N S.•.-747-#''
will fit between the bottom chord and any other members. % \' dr
7)Refer to girder(s)for truss to truss connections. • No 39380
8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 has/have
been modified.Building designer must review loads to verify that they are correct for the intended use of this truss.
LOAD CASE(S) Standard =-0 • `` . .7
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 d.S' :1 LU .
Uniform Loads(plf) ••Q •• j__�1�� P �40
Vert:1-4=-374,5-8=-20 ia. o••.'
2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 ,j`,s •.9 R 1.• �?`•
Uniform Loads 1(4If)329,5-8=-20 'i,, "o N A k- %s
Vert3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 "1111111i"
Uniform Loads(plf) Thomas A.Alban'PE No.39380
Vert:1-4=-219,5-8=-40 MITek USA,Inc.F.Cert 6634
4) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
Continued on oaae 2
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. mg
Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the braiding designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS/IPfI Quality Wady,DS1149 and SCSI Building Component 6904 Parke East Blvd.
Safely ir(omial en ivdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandda,VA 22314. Tampa,FL 33610
Job Truss Truss Type Ory Ply
T14432374
16023T0 FG02 Flat Girder 1
2 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:21 2018 Page 2
I D:2wfj6cN601wY4YBHbx97HYyIZgT-JEczHb73iUm91nsiulhmT3gntROlwMPcNEW b_Dz1 kf0
LOAD CASE(S) Standard
Uniform Loads(pif)
Vert:1-4=-74,5-8=-10
5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-74,5-8=-10
6) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-201,5-8=-20
7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-201,5-8=-20
8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-94,5-8=-10
9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-118,5-8=-10
10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-201,5-8=-20
11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-201,5-8=-20
12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase-0.90 Pit.metal=0.90
Uniform Loads(pif)
Vert:1-4=-194,5-8=-20
13)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-335,5-8=-20
14)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-335,5-8=-20
15)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-335,5-8=-20
16)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-335,5-8=-20
17)Reversal:Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:1-4=-374,5-8=-20
18)Reversal:Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.00,Plate increase=1.00
Uniform Loads(pif)
Vert:1-4=-329,5-8=-20
19) Reversal:Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90
Uniform Loads(pif)
Vert:1-4=-194,5-8=-20
20) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-74,5-8=-10
21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-74,5-8=-10
22)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-201,5-8=-20
23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Veil:1-4=-201,5-8=-20
24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-94,5-8=-10
25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-118,5-8=10
26) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-201,5-8=-20
27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-201,5-8=-20
28)Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber
Increase=1.60,Plate Increase=1.60
Uniform Loads(pif)
Vert:1-4=-335,5-8=-20
ontinued on oaae 3
MOM
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE.
Design valid for use only with MITekS connectors.This design B based only upon parameters shown,and is for an individual building component.not .
a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI t QuaYyCIIed°,DSB-89 and BCSI adding Component 6904 Parke East BNd.
Safety Blfonna#onavdlable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,A.iexan dda,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432374
1602370 FG02 Flat Girder i 2 !Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:21 2018 Page 3
I D:2wfj6cN6QIwY4YB Hbx97HYyIZgT-J EczHb73i Um91 nsi ul hmT3gntR0lwM PcN E W b_Dzi kfo
LOAD CASE(S) Standard
29) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-335,5-8=-20
30) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-335,5-8=-20
31) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:1-4=-335,5-8=-20
1 �
ter.
Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MNI-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek©connectors.This design Is based only upon parameters shown,and Is for an individual building component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS./IPII QuallyC,Nda,DSB-89 and/CSI Bolding Component 6904 Parke East Blvd.
Safety N/onaaBoaavallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
T14432375
16023T0 FG04 FLAT GIRDER 1
3 I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:22 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-nQALVx7hTouOwxRuSSC?OHDIzrCmfg6lcuG8Xgz1 kf?
z-3-B 4-5-4 4l7r05�-2 1 6-6-0 B-7-0 6-A-12 10-10-8 13-0-4 I 15-2-0 I 127-0_02-0 17 12 19-6-8 22-0-8
2-3-6 2-1-12 0-t-'12 0.11-2 2-7.72 0-1-12 2-i-12 2-1-12 2-1-12 0-1-12 2-1-122-7-0
0-11-2
Scale=1:38.5
3x6=
2x4 II 5x12 2x4 I I 2x4 I 4x5= 2x4 I I 4x5— 8x10 4x6_ 2x4 II 7x10=
1 2 21 3 4 5 22 6 7 8 g 10 11
I
Y rY Adi - 'PI (.4 o
11 17 16 15 14 13 12
4x6= 5x6= 4x5= 8x12 MT2OHS= 4x10= 5x12= 3x6 I I
qF"aT4--'79-0 3I `�T ``�'
0-3- 2-3-8.0 I z-0-0 0-{1h-11-210-112' 23-8 10-10-8--1- I 13-0-4--10-1-12 15-2-0- 0-1-112 17-3-12-0- at-M2 19-5-8-0-- 2-0 0-7-0�
0-1-12
Plate Offsets(X,Y)-- 18:0-5-0,0-4-8],111:Edge,0-3-81,(13:0-3-4,0-2-8],115:0-6-0,0-4-81,117:0-2-4,0-2-81.118:0-2-12,0-2-01
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP
TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.24 15-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.44 15-16 >591 180 MT2OHS 187/143
BCLL 0.0 * ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.05 20 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:453 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins,
BOT CHORD 2x6 SP SS except end verticals.
WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-18,11-19,11-12,3-17,4-16,10-13,8-14,6-15:2x4 SP No.3
REACTIONS. (lb/size) 18=6824/0-5-8,20=6631/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-18=-814/0,2-3=-14118/0,3-4=-14118/0,4-5=-14118/0,5-6=-19550/0,6-7=-19526/0,
7-8=-16754/0,8-9=-16754/0,9-10=-8164/0,10-11=-8164/0,12-19=0/388,11-19=0/388
BOT CHORD 17-18=0/7224,16-17=0/14118,15-16=0/18411,14-15=0/19080,13-14=0/13307,
12-13=0/1397
WEBS 11-13=0/8744,2-18=-9496/0,2-17=0/9156,3-17=406210,4-16=0/1744,7-14=-3089/0,
5-16=-5700/0,7-15=0/600,5-15=0/1494,9-14=0/4577,9-13=-6830/0,10-13=-1303/0,
8-14=-1031/0,6-15=-733/0,11-20=-6908/0
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 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,,,��1I1111111d�,
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,•O_*PS A, . 11
Webs connected as follows:2x4-1 row at 0-9-0 oc. , . e
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 `••�� ..•‘C E N S•• 1iL i�
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • V F•.•. / ••4.
3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. No 39380 '
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-7-4 zone;C-C for • * • •
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding. •
5)All plates are MT20 plates unless otherwise indicated. ='O
- 111111111111P* :CC:
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1....13c;... �•,,T/� . £Cl
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 by2-0-0 wide �v
will fit between the bottom chord and any other members. •. 4\ Q Q:• ��
8)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 0j�"..•••.0 R 1.G`C? ..
capacity of bearing surface. 'I1/,5;0 N Al-;0•.`
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Albani PE No.39380
Uniform Loads(plf) MITek USA,Inc.FL Cert 6634
Vert:1-11=-607,12-18=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
mit
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE.
Design valid tor use only with MITekO 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 applicability of design parameters and properly incorporate thls 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 Milek
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/1pIl Qualify CmMda,DMI 89 and BCSI Budding Component 6904 Parke East Blvd.
Safety kVomna/ronuvallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. - Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432376
16023TO FT01 FLOOR i 4 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:23 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-Fckji H 8J E50tX504?AkEYUIyI FW xO8VvrY?i36z1 kf_
2-3-8 I 4-s-0 4 7r05-6-2 16-s-46,7[0 6-8-12 i 10-10-8 13-0-4 i is-2-o 17-3-12 19-5-8 22-0-8
2-3-8 2.1-12 0.1 112 0-11-2 2-1-12 2-1-12 2-1-12 2-1-12 2-1-12 2-1-12 2-7-0
0-11-2 0-1-12
Scale=1:38.4
3x6=
2x4 II 4x5= 2x4 I 2x4 I4x5= 2x4 II 4x5= 6x6= 4x5= 2x4 II 7x10=
1 2 3 4 5 6 7 8 9 10 11
y� e
20 Y o
II' q
K19 1,_ ,sr
° °
O
.■ � ^lb+l O
Y J °
°
118 17 16 15 14 13 12
4x5= 4x5= 7x10= 4x10= 4x10= 4x10= 2x4 I I
Q$ X4--7--0 66-88-12 11-0-4 15-3-12 9�$-
11-3-8 2-0-0 ' 2-0-0 0-1-'t 0-l 2 1 0-11-2(171-12 2-0-0 1012 o-1-118 12-0-0 2-0-0 0-112 17-3-122-0-0I 19-3-122-0-0 0.1-112 8 2-7.0
0-1-12 0-1-12 0-1-121 0-1-12
Plate Offsets(X,Y)-- [2:0-2-4,0-2-0],[11:0-3-0,Edge],[16:0-3-8,Edge],[17:0-2-4,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.28 15-16 >922 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.39 15-16 >668 240
BCLL 0.0 Rep Stress lncr YES WB 0.79 Horz(CT) 0.03 20 rVa n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:120 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
8-11:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
12-16:2x4 SP SS 2-2-0 oc bracing:16-17.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 18=1197/0-5-8,20=1163/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2343/0,3-4=-2343/0,4-5=-2372/0,5-6=-3207/0,6-7=-3207/0,7-8=-2722/0,
8-9=-2722/0,9-10=-1287/0,10-11=-1287/0
BOT CHORD 17-18=0/1143,16-17=0/2343,15-16=0/3041,14-15=0/3095,13-14=0/2122
WEBS 11-13=0/1488,2-18=-1575/0,9-13=-1153/0,2-17=0/1656,3-17=-827/0,9-14=0/828,
4-16=0/445,7-14=-514/0,5-16=-1029/0,5-15=-32/281,11-20=-1207/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)The Fabrication Tolerance at joint 16=16%
3)Bearing at joint(s)20 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify `.01111111/iii.'
capacity of bearing surface. ��� PS A. A ,,i
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. �• elk,• <� •�j.
Strongbacks to be attached to walls at their outer ends or restrained by other means. -% C•E•N S•°.'9 ��
'N •'•\.'\ F •••2, i
•
No 39380
-
to
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa Fl.33610
Date:
June 28,2018
1
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE. 1111
Design valid for use only with MiTek®connectors.TMs design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building ilalrtg designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. 8rachg 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 wtth possible personal Injury and property damage. For general guidance regarding the
fabrication,storage-delivery,erection and bracing of trusses and truss systems.seeANS//IP11 Qua®yCit Ib,DSB-89 and BCS/Buldng Component 6904 Parke East Blvd.
Safety hdonnaMpnavallable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty 1 Ply
TI4432377
16023T0 FT02 FLOOR 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:23 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-FckjiH8JE50tX504?AkEYUI2CFhwOHmvrY?i36z1 kf_
I 2-2-14 4-3-15 4 5- 1 5-4-8 6-3-5 615-1 8-6-2 I 11-0-8
2-2-14 2-1-2 0-1-12 0-10-13 1 0-10-13 0-1-12 2-1-2 2-6-6
Scale=1:18.8
4x5= 2x4 I I 2x4 I 4x5= 3x6=
12x4 2 3 4 5 6 4x5
0 0 0 l
// \
///1\\., \
, \ . , . • 92 N
1
O
II !e • d •
9 8 4x5 7
4x5= 4x5=
4x5=
4-5-11 6-6-13
143-8 2-2-14 I 4-2-3 4,3-�5 54-8 6-3-5 6-Sl 8-6-2 I 10-5-8 11-0-8
43-81 1-11-6 1-11-6 0.17-2 410.13 0-10.13 411 2 1-11-6 1-11-6 0-7-0
0-1-12 0-1-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.03 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.03 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 12 n/a n/a
BCDL 5.0 Code FBC2017/fP12014 Matrix-MS i Weight:60 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=592/0-5-8,12=559/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-763/0,3-4=-763/0,4-5=-763/0,7-11=0/468,6-11=0/468
BOT CHORD 9-10=0/499,8-9=0/763,7-8=0/551
WEBS 5-7=-629/0,2-10=-681/0,5-8=0/359,2-9=0/410,6-12=-580/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
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.
,,,1111111//x,,',
.`mss`,,`�...psS A.E N q<•<9 1
As
•
No 39380
.. -p; * i��
�•% C\ • 0RM0. . \ `ss • • �
. E• �,, �ONA, ‘‘'
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
� l
A WARNING-Wady design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE. 111
Design valid for use only with MiTek®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 indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANl1//p/1 Quay C/htb,0511d9 and BCS/BUIdI1p Compon.nt 6904 Parke East Blvd.
Safely lnfotmalbnavallable from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 1
714432378
16023T0 GEB01 FLAT 1 1
'Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:24 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-jpl6vc9x?P8k9FbGZtFT5h16Pftm7a124CIFaYz1 kez
2-11-5 5-8-15 8-6-8 11-4-114-1-11 17-1-0
2-11-5 2-9-9 2-9-9 2-9-9 2-9-9 2-11-5
Scale e.1:28.9
10x12=
2 3 4 5 6 7
I p a Ie °I a ° e ,o a s � °
O
ej I
I°i
13 12 11 10 9
148
7x14 MT2OHS=
2x4= 2x4=
2-11-5 5-8-15 8-6-8 11-4-1i 14-1-11 17-1-0
2-11-5 2-9-9 2-9-9 2-9-9 2-9-9 2-11-5
Plate Offsets(X,Y)-- [1:0-3-0,0-2-01,[4:0-6-0,0-5-4],[7:0-3-0,0-2-0],[9:0-2-0,0-2-0],[13:0-2-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 54.0 I Plate Grip DOL 1.60 TC 0.93 Vert(LL) -0.16 11 >999 240 MT20 244/190
TCDL 5.0 Lumber DOL 1.60 BC 0.93 Vert(CT) -0.34 11 >587 180 MT2OHS 187/143
BCLL 0.0 Rep Stress!nor NO I WB 0.85 HOrz(CT) -0.07 8 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 ! Matrix-MS Weight:102 lb FT=20%
LUMBER- B RACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-7-5 oc bracing.
REACTIONS. (Ib/size) 14=1594/0-3-8,8=1594/0-3-8
Max Uplift 14=-i594(LC 2),8=-1594(LC 2)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-14=-1555/1426,1-2=-2599/2599,2-3=-4546/4538,3-4=-5754/5772,4-5=-5754/5772,
5-6=-4546/4538,6-7=-2599/2599,7-8=-1555/1426
BOT CHORD 12-13=-2599/2599,11-12=-4538/4546,10-11=-4538/4546,9-10=-2599/2599
WEBS 2-13=-1349/1015,3-12=-1006/706,4-11=-1287/0,5-10=-1006/706,6-9=-1349/1015,
1-13=-2853/2864,2-12=-2200/2209,3-11=-1400/1371,5-11=-1400/1371,
6-10=-2200/2209,7-9=-2853/2864
NOTES-
1) Provide adequate drainage to prevent water ponding.
2)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to
verify adequacy of top chord dead load. `,tr,1111111I,,,,
3)All plates are MT20 plates unless otherwise indicated. ♦♦♦_APS A. A ll,
4)All plates are 4x5 MT20 unless otherwise indicated. ♦♦ 0 • L 4%
5)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `,••��•••\C E N S�.q�i o��
capacity of bearing surface. • i
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1594 lb uplift at joint 14 and 1594 lb : No 39380 •
uplift at joint 8.
7)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss. —
8)Standard loadcase(s)has been removed. Building designer must review loads shown to verify that they are correct for the intended "0 �� .�
use of the truss. i ' `'�—,-�!
9) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 8-6-8 on top 0 ��� ��/;
chord,and 1038 lb up at 8-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �'(>S ( P;•• �.
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �j``s•'•........A • v''♦�
LOAD CASE(S) ``1IIII��N A� ��♦
1)Dead+Roof Live(balanced):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf) Thomas A.Alban)PE No.39380
Vert:8-14=-10,1-7=-118 MITek USA,Inc.FL Cert 6634
Concentrated Loads(Ib)
6904 Parke East Blvd.Tampa FL 33610 Vert:4=-1038(F) Date: June 28,2018
Continued on Daae 2 i
a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/032075 BEFORE USE. is-
Design valid for use only with MITek®connectors.This design 5 based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMdj1PI1 QuayCrlata,DSla9 and BCS/Binding Component 6904 Parke East Blvd.
safety ettonnaBonavuilabie horn Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanpa,FL 33610
Job Truss Truss Type Qty Ply
T14432378
16023T0 GEB01 FLAT 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:24 2018 Page 2
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-jpl6vc9x?P8k9FbGZtFT5hI6Pftm7a124CIFaYz1 kez
LOAD CASE(S)
2)User defined:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:8-14=118(F),1-7=10(F)
Concentrated Loads(Ib)
Vert:11=1038(F)
V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE
Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the briding designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing -MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA111SVIMI QualyCthib,DSS-89 and SCSI Bolding ComponNN 6904 Parke East Blvd.
Safelyhtfaimalfarravallabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type 1Qty Ply
T14432379
16023T0 GEB02 FLAT 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:24 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-jpl6vc9x?P8k9FbGZtFT5hIEff1h7do24CIFaYztkez
3-11-8 7-11-0
3-11-8 I 3-11-8
Scale=1:15.1
4x5=
4x5= 2x4 J
1 2 3
d
s
4x10=
6
2x4= 2x4=
3-11-8 7-11-0
3-11-8 3-11-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 54.0 Plate Grip DOL 1.60 TC 0.40 Vert(LL) 0.04 5-6 >999 240 MT20 244/190
TCDL 5.0 Lumber DOL 1.60 BC 0.29 Vert(CT) 0.07 5-6 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) -0.00 4 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:46 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=1007/0-3-8,4=1007/0-3-8
Max Uplift 6=-1007(LC 2),4=-1007(LC 2)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-6=-978/824,1-2=-1910/1919,2-3=-1910/1919,3-4=-978/824
WEBS 2-5=-1484/0,1-5=-2062/2052,3-5=-2062/2052
NOTES-
1) Provide adequate drainage to prevent water ponding.
2)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to
verify adequacy of top chord dead load.
3)Bearing at joint(s)6,4 considers parallel to grain value using ANSI/7P11 angle to grain formula. Building designer should verify
capacity of bearing surface.
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1007 lb uplift at joint 6 and 1007 lb uplift
at joint 4.
5)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of `,.011111111/.11/1
this truss. 0 o S A. 4 ,,�,
6)Standard loadcase(s)has been removed. Building designer must review loads shown to verify that they are correct for the intended ss• P .4 e e,
use of the truss. ,•%isZ` .••\C E•nig...'92 ,�
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 3-11-8 on top •• \ F ••. , a
chord,and 1038 lb up at 3-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. No 39 380
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S)
1)Dead+Roof Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 'O
Uniform Loads(plf) �- 1.11/��6t •;�(• (/
Vert 4-6=-10,1-3=-118 % aif��
Concentrated Loads(Ib)
.. ..<• \ ~' o P•;• ��
Vert:2=-1038(F) 4.�j ... ....C R 1C? •
2)User defined:Lumber Increase=1.60,Plate Increase=1.60 �i ss/ �` ‘0
Uniform Loads(plf) ii,,��N A�11����
Vert:4-6=118(F),1-3=10(F)
Concentrated Loads(Ib) Thomas A.Alban)PE No.39380
Vert:5=1038(F) MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building comrxffient,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek*
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIMI Ovally Climb,DSA-89 and/CS/rfluJdhg Cornpon•nt 6904 Parke East Blvd.
Safely Idonnarlanvdldle from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
TI4432380
16023T0 HJO2 Jack-Open 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:25 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-B?sU7yAamjGbnPAT7bmievrRl2QxsEJCIrUp6_z1 key
-1-9-14 2-9-4
1-9-14 2-9-4
Scale=1:9.2
8 3
3.54 12
2
o
4
- 3x4=
A
2-9-4
2-9-4
Plate Offsets(X,Y)-- j2:0-1-10,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=65/Mechanical,2=258/0-1-12
Max Horz 2=47(LC 12)
Max Uplift 3=-1(LC 9),2=-95(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-10-6 to 2-4-9,Exterior(2)2-4-9 to 2-8-8 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)for truss to truss connections.
5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)2.
6)Pri
ove mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 3 and 95 lb uplift at ,011111111/111
joint `` • ,`,
``icse �G E N �e'94,°
No 39380
•
it
Thomas A.Alban'PE No.39380
MITek USA,Inc.R.Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-VeN/y 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 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 verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml;
iek'
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/IPII Quaff),Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd.
Safety ettorma/lonivciable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432381
16023T0 HJO5 Diagonal Hip Girder 11 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:26 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYy1ZgT-fBPsKI BCXOOSPZIfhI HxA6N W wSfGbhYLXVEMfRz1 kex
-1-10-10 3-6-1 7-0-2
1-10-10 3-6-1 3-6-1
Scale=1:19.8
3
NAILED q� 16.4
v
3.5412 NAILED
7
I
NAILED
NAILED
6 y
3x4 I I j '
2 6
Pi
t
q
i I_
II g
8 9
NAILED NAILED
5 NAILED NAILED 4
2x4 I
7-0-2
7-0-2 I
Plate Offsets(X,Y)-- (5:0-2-0.0-1-0)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.12 4-5 >687 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.19 4-5 >419 180
BCLL 0.0 * Rep Stress'nor NO WB 0.00 Horz(CT) -0.08 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=338/0-7-6,3=167/Mechanical,4=68/Mechanical
Max Horz 5=110(LC 8)
Max Uplift 5=-196(LC 8),3=-78(LC 8),4=-4(LC 8)
Max Gray 5=338(LC 1),3=167(LC 1),4=122(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-5=-272/189
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.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. ,.k1111111//ii.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 196 lb uplift at joint 5,78 lb uplift at joint ,%O_A p.S A- , , ��•
3 and 4 lb uplift at joint 4. � r+` e
•
6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. �V w �,E•N '14,
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : '� •''N,� S�''• / �.
LOAD CASE(S) Standard - •
NO 39380
1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) • �
Vert:1-2=-60,2-3=-60,4-5=-20 -'O• % /�' cc
Concentrated Loads(Ib) •• 41 41/
•
•
Vert:6=93(F=47,B=47)9=2(F=1,B=1) i0 '•fa ��:' •• J
*
'.'\ • • 0R10P'•• ••
,,',SS,ONAI-1- 0
Thomas A. Jbani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
t
N
a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIh7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an individual building component,not mil.
a truss system.Before use,the building designer must verify the applicabBlty of dedgn 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 property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANlfIPII Quality CiVab,05849 and ICS/Iuldltg Component 6904 Parke East Blvd.
Safety Ptfonnalbnavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432382
16023T0 HJO6 Roof Special Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:27 2018 Page 1
I D:2wfjecN6QIwY4YBHbx97HYylZ6T-8OzEYeBgl KW JOi KrE?oAj Kwi5s2xK5LVm9zvBtzl kew
-1-10-10 4-10-5 9-8-9
1-10-10 4-10-5 4-10-5
Scale=1:27.6
4
I NAILED
NAILED r
3.54 12
11
NAILED 3x4
NAILED
10
NAILED - 0
NAILED
4x5 7.---
9
000 2
1
a
d
11. 111111111.111111m....-11111111 mo
8 12 13 6 14 illola
WM
NAILED 4x5= NAILED 5
3x4 1''
NAILED NAILED NAILED 3x4=
Q NAILED
91-9
0-4-44 4-6-1 I 4-9-14 0-6-6
Plate Offsets(X,V)-- (2:0-2-0.0-2-0j
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.04 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 5-6 >999 180
BCLL 0.0 • Rep Stress Incr NO WB 0.22 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:56 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 5=411/0-7-0,7=492/0-7-5
Max Horz 7=131(LC 8)
Max Uplift 5=229(LC 8),7=297(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-417/228,2-8=-419/261
BOT CHORD 5-6=-252/385
WEBS 3-5=-408/272,2-6=-218/565
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;end vertical left exposed;porch left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)will•T fits truss betweena the been
bodesigned1 herd for
ad live
any load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,001111/1/#1,_
-,f��tt%1 l S I,,,�'''
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 5 and 297 lb uplift at ss% 00.........A46 F
joint7. � ��.••�G E '• 1/1/#'
5)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. k 0 e.•. / ��
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 39380
LOAD CASE(S) Standard
1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • --1 --.°.
Uniform Loads(plf) -O 1 %�1� i
Vert:1-2=-60,2-4=-60,5-8=-20 ".j.1 7:. • 4[/
Concentrated Loads(lb) �- •.y .•&,...?
Vert:9=93(F=46,B=46)11=-75(F=-38,B=-38)13=2(F=1,B=1)14=-45(F=-22,B=-22) i. .•.„
• ,•O R I O P;•' Z •
•ii��,sslO N A`� ,`��
Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL.Gert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND DICLUDED MITER REFERANCE PAGE ADI-7473 rev.10)032015 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 use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek"
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII QualtyC,Hrra,DSB-89 and BCS/Bolding Component/ 6904 Parke East Blvd.
Safety Mfennalbnavallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
714432383
16023T0 HJO7 Diagonal Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:28 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-caXcl_CS3eeAesv2ojJ PFXTtVGNY3Xre_pJTjJz1 key
-1-10-10 4-11-0 9-10-1
1-10-10 4-11-0 4-11-0
4 Scale=1:26.8
NAILED li Id
NAILED
3.54 F12 12
NAILED 3x4
NAILED 3
11
NAILED ' ISII
N
NAILED
N
4x5 i
10 o v
2 � � �
1 �
i Nu,y,
9 411110 13 14 7 15 6
3x4 18 NAILED NAILED 4x5= NAILED 5
NAILED NAILED NAILED 3x4=
Q 4-4 4-11-0 9-10-1
0-4-4 4-6-12 4-11-0
Plate Offsets(X,Y)-- 12:0-2-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Udefl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.05 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.07 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(CT) -0.01 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 4=145/Mechanical,6=276/Mechanical,8=500/0-7-5
Max Horz 8=133(LC 8)
Max Uplift 4=-60(LC 8),6=-171(LC 5),8=-300(LC 8)
Max Gray 4=145(LC 1),6=280(LC 3),8=500(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-9=-429/266,2-3=-442/239
BOT CHORD 6-7=-264/410
WEBS 3-6=-462/297,2-7=-234/601
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical left exposed;porch left and right exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. `,011111111/11�'
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,� p,S A. A 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 ,s o '......... �e e,.
will fit between the bottom chord and any other members. ,•% \G E N s'• '9,L i
5) Refer to girder(s)for truss to truss connections. % \ F•". " °•
0.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 4,171 lb uplift at joint No •39380 ,'
r.
6 and 300 lb uplift at joint 8.
7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. _
8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). *
0 Q.
LOAD CASE(S) Standard 11EP - •' L[/,
O .`L_� a. (V
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 � �.►- S � ;
Uniform Loads(pit) 'i '� ' Q '
Vert:1-2=-60,2-4=-60,5-9=-20 -• V •C v R 1 O'••r?\�v,
•
Concentrated
Vert:10=93(F=46,B=46)12=-75(F=-38,B=-38)14=2(F=1,B=1)15=-45(F=-22,B=-22) i��ss;�N A�1,%•••
Thomas A Mani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MN-7473 rev.10/932015 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 use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANS1//PI/Query CrN11a,DS8-$9 and 8CS/Buldlrg Component 6904 Parke East Blvd.
Safety IrMnnadotnvallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432384
16023T0 HJ17 Diagonal Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:29 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-4m5?zKD4gxm 1 GOUEMQgeol?2Xgi?o_JnDTSOFmz1 keu
-1-10-10 4-11-0 9-10-1
1-10-10 4-11-0 4-11-0
4 , Scale=1:26.8
��'
NAILED iy
NAILED O
3.54 riY 11
NAILED 3x4 I I
NAILED 3
10
O.
NAILED - ' 00
N
NAILED -N
g o e
4x5% m
I 1 2 1 �
�
�
h-
12 137 14
Wall
NAILED NAILED NAILED 6 5
8 2x4 I I 4x5=
NAILED NAILED NAILED 3x4=
4-11-0 9-10-1
4-11-0 I 4-11-0
Plate Offsets(X,Y)-- (2:0-2-0,0-2-0)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1-25 BC 0.41 Vert(CT) -0.06 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 8=475/0-7-6,4=146/Mechanical,6=300/Mechanical
Max Horz 8=133(LC 8)
Max Uplift 8=-207(LC 8),4=-57(LC 8),6=-44(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-8=-438/186,2-3=-513/97
BOT CHORD 6-7=-138/478
WEBS 3-6=-536/155,2-7=-30/543
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. `,k+11 L I/��
4) Refer to girder(s)for truss to truss connections. ,s p g A. .i �i�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 207 lb uplift at joint 8,57 lb uplift at joint ,�% r` �e •j
4 and 44 lb uplift at joint 6. ♦ •Z`, • Ci•E N • 11 �
6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. i� '� •�\, SF.•'2/°•
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • NO 39380 i
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 *! 1
Uniform Loads(plf) ='O '
Vert:1-2=-60,2-4=-60,5-8=-20 i ••�l /'` :��`
Concentrated Loads(Ib) i 0 •
Vert:9=93(F=46,B=46)11=-75(F=-38,B=-38)13=2(F=1,B=1)14=-45(F=-22,B=-22) ,�. <'• Z O R ,C).‘'''• :\‘ `��
Thomas A.Alban'PE No.39380
MiTek USA,Inc.FL Cert 6694
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,201E
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103,2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the bullring designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek-
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and Buss systems,seeANSI/IPII QualyC4Nrh,DSD-89 and BCSI Belding Component 6904 Parke East Blvd.
Safely hfoanatbnavallable horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432385
16023TO J01 Corner Jack 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:30 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-YzINAgEiaFuttA2Qv8MtLyYK438?XVYxS7CaoCz1 ket
-1-4-0 0-10-15
1-4-0 0-10-15
Scale=1:11.6
,
5.00 12
2x4 II 3
2
1 rn
1m
5 ='
2x4 114
0-3-0 0-10-15
0-3-0 0-7-15
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc puffins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=216/0-3-8,3=-55/Mechanical,4=-9/Mechanical
Max Horz 5=62(LC 12)
Max Uplift 5=-55(LC 8),3=-55(LC 1),4=-24(LC 12)
Max Gray 5=216(LC 1),3=19(LC 8),4=15(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch
left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 5,55 lb uplift at joint 3 011111111
14
111111111,1
and 24 lb uplift at joint 4. ,`S'O PS A. q<4'I,
. •.••�pv GEIVS•
No 39380 •
— -0 4i4OP :Z:
O • ��%
'1SS� N AL E�C�%'‘1111111
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
� I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE AM-7473 rev.10/03/2016 BEFORE USE.
Design valid for use ordy with MITek®connectors.This design is based ordy upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of indWkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property<kamage. for general guidance regarding the
fabrtcafbn,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IPII QuaNyC,Mda,038.19 and ACEI Auldhtg Component 6904 Parke East Blvd.
Safety YValma/Ionavdtabte from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
TI4432386
16023T0 J02 Jack-Open 4 1
IJob Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:31 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-09DINOEKLZOkVKddTrt6tA5VJTUDGyo4hnx7Kez1 kes
-1-4-0 1-11-8
t-4-0 1-11-8
Scale=1:8.8
8 3 n
q
i
0
5.00 121 K
_
d
2 n
d
Bio
1 4
2x4=
I
Plate Offsets(X,Y)-- 12:0-0-6,0-0-01
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.01 4 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=43/Mechanical,2=191/0-1-8
Max Horz 2=49(LC 12)
Max Uplift 3=-3(LC 9),2=70(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 1-11-6 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)for truss to truss connections.
5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)2.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 3 and 70 lb uplift at ,%00111M/ill�
joint 2. `,,s .. ENA<e,�
�� G .14,,I;,,,,,,
'9 ,,
Z. No 39380
'o: rte, •C .
W
� • �� �` 0 R 10. , %°, 61 �G
" ss
iii, - ��
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. '
Design valid for use only with MITek®connectors.This design 6 based only upon parameters shown.and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. 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
fabrIcatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPII OuallyCrleita,DS8-d9 and BCSI Balding Component 6904 Parke East Blvd.
Safety 1lnformanonavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432387
16023T0 J03 Corner Jack 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:31 2018 Page 1
ID:2wfj6cN601wY4YBHbx97HYyIZgT-09DINOEKLZOkVKddTrt6tA5TYTTwGyo4hnx7Kez1kes
-1-4-0 2-10-15
1-4-0 I 2-10-15
Scale=1:15.7
3 1�5.00 12
6
2x4 I
2
• 1 •
0
a1111
111
5 I/ 4
•
2x4 I I
3-q 2-10-15
3 2-7-15
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-5 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=226/0-3-8,3=59/Mechanical,4=23/Mechanical
Max Hon 5=85(LC 12)
Max Uplift 5=-72(LC 12),3=32(LC 12),4=-25(LC 12)
Max Gray 5=226(LC 1),3=59(LC 1),4=49(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=5.0psf;BCDL=5.0psf;h=25tt;B=45fh L=24ft;eave=4tt;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 zone;cantilever left
exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4
er to
truss
truss
5)Provide mechr(s)anicalrcon connection(byothers)connections.of truss to bearingplate capable of withstanding72 lb uplift at joint 5,32 lb uplift at joint 3 ���,, s "i
and 25 lb uplift at joint 4. p s•N 00p,S A. g40 X1.0
.•,<Z, •••\C•E•Ns• •4,',
No 39380
*
:O ;`:iirra - •k/:
F
Thomas A.Alban)PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
t, r
a WARNMVG-Artily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03.2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall
buildIs always required for n. staabitity and to prg indicated is toevent collaapseevent iwith possible personal Injury and property of individual truss web and/or chord members
For general guidance regarding permanent and tt� bracing Mitek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/D11 Qucly C/Be/ly,DS6B9 and BCS/BrYdlp Component 6904 Parke East Blvd.
Safety h*nnaU nsvallabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type l Oty Ply
T14432388
16023T0 J05 Corner Jack I4 1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:32 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-ULn7bMFz658b7UCp1 ZOLQNdcTtIO?P1 EvRhgs4zt ker
-1-4-0 4-10-15
1-4-0 4-10-15
Scale=1:19.8
3 p
5.00 12
7
3x4 II 6
2
1
PM
5 r"
2x4 I 4
9-3-9 4-10-15
3- 4-7-15
Plate Offsets(X,Y)-- (5:0-2-0,0-1-0)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.07 4-5 >762 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.06 4-5 >931 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=295/0-3-8,3=122/Mechanical,4=51/Mechanical
Max Horz 5=109(LC 12)
Max Uplift 5=-95(LC 12),3=-57(LC 12),4=-34(LC 12)
Max Gray 5=295(LC 1),3=122(LC 1),4=88(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-252/158
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-10-3 zone;cantilever left
exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0111111/iii.I
will fit between the bottom chord and any other members. ‘%'ANS A. '4.14911;',I�
4)Refer to girder(s)for truss to truss connections. •N Q . 4e 'jam
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 lb uplift at joint 5,57 lb uplift at joint 3 ``%���•..•\G E N s •
and 34 lb uplift at joint 4. •
No 39380 •
i,,S 0 NAV- -%••N
•
�
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with 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 verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek
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/IPII Quality Weida,DSB-89 and BCS/Bolding Component 6904 Parke East Blvd.
Safely rnfonna&onavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432389
16023T0 J06 Monopitch 6 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:33 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-yYKVohGbtAGSkdn?bGvaybAllH4mkskN85QEOXz1 keq
-1-4-0 6-11-8 I
1-4-0 6-11-8
3x4 I I Scale=1:25.8
3
�
I
5.00 TIT
8
ii
3x4
2
�j
1
in me
is miLmen
E 5
6 01
, 3x4
2x4 II 43x4 II
-3- 2-0-0 6-11-8
3- 1-9-0 4-11-8
Plate Offsets(X,Y)-- F2:0-1-0,0-1-81
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 4-5 >471 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.13 4-5 >593 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 4=256/0-5-8,6=369/0-3-8
Max Horz 6=133(LC 12)
Max Uplift 4=-125(LC 12),6=-118(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-6=-276/159
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-9-12 zone;cantilever left
exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
4)wi
bers.
Prll fit between the bottom chord and any ovide mechanical connection(by others other
truss to bearingplate capable of withstanding125 lb uplift at 4 and 118 lb uplift at ���,,,""",,I ii,
) P P jointP ,,,% OPS A. 44.1°,�,
joint 6.
.` GEN g'-.4&/,•
•
No 39380
9•
t, 61h'isto
,°NAS �� o`N
Thomas A.Alberti PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
MIMI
in
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7073 rev.10/032015 BEFORE USE.
Design valid for use only with MilekS 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 applicabtlty 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 wtth possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quarry Crich,DSB89 and SCSI Maw Component 6804 Parke East Blvd.
Safety lnfonnallonEvdlable from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432390
16023T0 J07 Jack-Open 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:33 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-yYKVohGbtAGSkdn?bGvaybAhbHl wk5HN85QEOXz1 keq
-1-4-0 7-0-0
1-4-0 7-0-0
Scale:112'=1'
3
A
5.00 12
7
6
3x4 I i
2
1
MI
A
5
ri
3x4 I 4
3-
7-0-0 �
6-30
LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.28 4-5 >294 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.22 4-5 >367 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.16 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=374/0-3-8,3=183/Mechanical,4=78/Mechanical
Max Horz 5=134(LC 12)
Max Uplift 5=120(LC 12),3=-81(LC 12),4=-46(LC 12)
Max Gray 5=374(LC 1),3=183(LC 1),4=128(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-5=-317/169
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-11-4 zone;cantilever left
exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.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. .0%111 IIIA?l,
4)Refer to girder(s)for truss to truss connections. 0" S A. "/t
5)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 120 lb uplift at joint 5,81 lb uplift at joint ,,% Or p1/4s
"it
1.
3 and 46 lb uplift at joint 4. , .• C,ENS .'92 i
•
No 39380
Li.
* Vicc=
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 691.7473 rev.10/031015 BEFORE USE.
Design valid for use only with MITek®connectors.MB design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-
Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAM /PfI Qualify Crhrb,DS1419 and SCSI Buld6p Component 6904 Parke East Blvd.
Safety Idonnaf/onavdiabie from Truss Plate Insetufe.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type I Oty Ply
T14432391
16023T0 J11 Corner Jack ,2 1 i
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:34 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-Okuu01 HDeTOJMnMB8_OpVoj?4hWxTJXW NlAnxzzl kep
-1-4-0 0-10-15
1-4-0 0-10-15
Scale=1:11.6
3
5. 12 '
2x4 I I 0001 �
2 '
1 00 m
`b
'1 c4j1
'I
11111:1=111111
ri
PIM
5 4
2x4 II
0-10-15
0-10-15
LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=216/0-5-8,3=-55/Mechanical,4=-9/Mechanical
Max Horz 5=62(LC 12)
Max Uplift 5=-55(LC 8),3=-55(LC 1),4=-24(LC 12)
Max Gray 5=216(LC 1),3=19(LC 8),4=15(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)for truss to truss connections.
5)and 24 lb meupchanicajointl connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 5,55 lb uplift at joint 3 ``,�t���P%IS A.i gii�ii,
•
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No 39380
�
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Thomas A.Alban)PE No.39380
Mffek USA,Inc.FL Cert 6694
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
__mt
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIl 7473 rev.10r93/20IS BEFORE USE.
Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not
a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent hackling of Individual truss web and/or chord rnerntrrrrs only. Additional temporary and permanent bracing Welt'
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.seeANS1//P11 QuaYy Crfetb,DSa-89 and WS&Mang Component 6904 Parke East Blvd.
L Safety ln/omraHonavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type I(Hy Ply
T14432392
16023T0 J13 Corner Jack ,2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:35 2018 Page 1
I D:2wfj6cN601wY4YBHbx97HYylZgT-vwSGDNIrPn W A_xxOihx220F9r4rvCmngbPvKTPz1 keo
-1-4-0 2-10-15
1-4-0 I 2-10-15
Scale=1:15.7
3 ��5.00 12
6
2x4 I I
2
rn
co
� N N1N
1
IIII:■ I
WI 4
►�
5
2x4 II
2-10-15I I
2-10-15
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-5 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 ria n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=226/0-5-8,3=59/Mechanical,4=23/Mechanical
Max Horz 5=85(LC 12)
Max Uplift 5=-45(LC 12),3=-30(LC 12)
Max Gray 5=226(LC 1),3=59(LC 1),4=49(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=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Prjoiotide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 lb uplift at joint 5 and 30 lb uplift at `3.
,,`,,A,P I I II I qi�,,''
••%,,Z.,0 '•GEN• -.lip'.
No 39380
•
— *. ..,. .."-p- : ..
ri• J
•
•
•
X111111
Thomas A.Alberni PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MA-7473 rev.10(031201S 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 use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of indivkAld truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSOPI1 Qualify Width 05549 and SCSI Suldhg Componad 6904 Parke East BNd.
Safely Intemtafkowdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
TI4432393
16023T0 J15 Corner Jack 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:35 2018 Page 1
I D:2wfj6cN6Ql wY4YBHbx97HYylZgT-vwSGD NI rPnW A_xx0ihx220F6n4oSCmngbPvKTPz 1 keo
-1-4-0 4-10-15
1-4-0 4-10-15
Scale=1:19.8
3
5.00 12
7
2x4 I I 6
2
a 1
e `I
I
5 3x4 I I 4
4-10-15
4-10-15
Plate Offsets(X,Y)-- (5:0-2-0,0-0-81
I I
LOADING (psf) SPACING- 2-0-0 i CSI. DE FL. in (foe) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 4-5 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=295/0-5-8,3=122/Mechanical,4=51/Mechanical
Max Horz 5=109(LC 12)
Max Uplift 5=-48(LC 12),3=53(LC 12)
Max Gray 5=295(LC 1),3=122(LC 1),4=88(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-252/169
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-10-3 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will 4) Refer ot etween girder(s)forr truss toom ord truss cond nections.onsother members. sOs_At'S I A. 4;4,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 53 lb uplift at ,�•ow• q�e �I,�
joint 3. �� � .•• GEN .1.4 .
No 39380
-33,,:;
' s`S/ON A1 -c-, o`s
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
0 WARNING-Nerd design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev-10/03/2015 BEFORE USE.
Design valid for use only with 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 verify the applicability of design parameters and properly incorporate this design Into the overall
bolding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiUek'
Is always required for stabiitty 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,seeANl1/IMI Quality Calla&DSIFaf and SCSI Bulking Component 6904 Parke East Blvd.
Safely IMDnnaMonuvalable from Trus Plate fruetute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432394
16023T0 J17 Jack-Open 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:37 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-rJaOe3J5xOnu DF5mg6_X7RLNauPggg Hz3jORY1z1 kern
1-4-0 7-0-0
1-4-0 7-0-0 I
Scale=1:25.1
3
5.00112
7
6
2x4 II
dP
1
5 4
3x6 I I
7-0-0
7-0-0
Plate Offsets(X,Y)--
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.10 4-5 >806 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.22 4-5 >367 180
BCLL 0.0 . Rep Stress nor YES WB 0.00 Horz(CT) 0.12 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=374/0-5-8,3=183/Mechanical,4=78/Mechanical
Max Horz 5=134(LC 12)
Max Uplift 5=-52(LC 12),3=-75(LC 12)
Max Gray 5=374(LC 1),3=183(LC 1),4=128(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-317/186
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-11-4 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit tween the
ttom
rd and any other
4) Refer oegirder(s)for�hu s tootru s connections. %%-
,%%-NS' A. III/
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 5 and 75 lb uplift at %S e
joint3. •sNe .•'\GENS• .'92
•
•
No 39380
•
.70
"i7/1
6:
l0 N A.1_��••s%
Thomas A.Albans PE No.39380
MITek USA.Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,201 E
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. -
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANS17PNI Quarry Criteria,DSB-89 and BCS/buldlrg Component 6904 Parke East Blvd.
Safety p lorma#omvdlabie from Truss Plate institute,218 N.Lee Street.Sulie 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply
T14432395
16023T0 J21 Corner Jack2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:37 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-rJa0e3J5x0nuDF5mg6_X7RLW HuXbggHz3j0RYlz1 kern
-1-4-0 0-10-15
1-4-0 0-10-15
Scale=1:11.8
5.00,,2
2x4 3
2
1
►1
►/
5 4
2x4 I
0-10-15
0-10-15
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=216/0-5-8,3=-55/Mechanical,4=-8/Mechanical
Max Horz 5=63(LC 12)
Max Uplift 5=-55(LC 8),3=-55(LC 1),4=26(LC 12)
Max Gray 5=216(LC 1),3=19(LC 8),4=16(LC 10)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.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.
4)Refer to girder(s)for truss to truss connections.
5)Provid26 lb auhaacalint 4nection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 5,55 lb uplift at joint 3 `,`,�--AA�PS A� s,.an ��,'
•
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•
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No 39380
•
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limili
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10A13/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building 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 Niel(
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
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,seeANSIipU Quaff),Cried°,05849 and SCSI Bolding Camponad 6904 Parke East Blvd.
Safety pdonnaf anavdiabie from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job I Truss Truss Type Qty Ply
T14432396
1602310 J23 Corner Jack 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:38 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyl ZqT-JV8OrPKj iivlrPgzNpVmfetgylsXP7X61 N8?4kz1 kel
-1-4-0 2-10-15
1-4-0 2-10-15
Scale:3/4'=1'
3y
5.00 12
6
2x4 I I
2
ri
H1 p
1
4
5
2x4 II
2-10-15
2-10-15
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-5 >999 180
BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=226/0-5-8,3=59/Mechanical,4=23/Mechanical
Max Horz 5=86(LC 12)
Max Uplift 5=-44(LC 12),3=31(LC 12)
Max Gray 5=226(LC 1),3=59(LC 1),4=49(LC 3)
FORCES. (lb)-Max-Comp./Max.Ten.-At forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)for truss to truss connections.
5) Provide
mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 5 and 31 lb uplift at
joint �PS A'.�,����,
No 39380 •
✓ * r
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•
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-Isis �C� �
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/032015 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 use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek-
Is always required for 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,seeANW1P11 QuaNyCdfetb,DSII-89 and SCSI Binding Component 6904 Parke East Blvd.
Safety htomialfo/lavdlabie from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432397
16023T0 J25 Jack-Open .4 1 !Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:39 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-nhin31LMTOl cSYE9xX0?CsQoVi9BBamGW 1 tYcBz1 kek
-1-4-0 5-0-0
1-4-0 5-0-0
Scale=1:20.1
3
5.00
7
2x4 II 6
2
1
ItUA
5 3x4 I I 4
5-0-0
5-0-0
Plate Offsets(X,Y)-- 15:0-2-0,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 4-5 >999 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MR 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=299/0-5-8,3=125/Mechanicai,4=52/Mechanical
Max Horz 5=111(LC 12)
Max Uplift 5=-48(LC 12),3=-54(LC 12)
Max Gray 5=299(LC 1),3=125(LC 1),4=90(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-5=-254/169
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-11-4 zone;end vertical
lett exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. 0%0111111/iii.
4)Refer to girder(s)for truss to truss connections. t r.S A. •/,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 54 lb uplift at Ns• e
joint 3. •.(NZ`, .*. CE Ns •'92
No 39380
•
(;(.
.fir••
�cC" •• 0 R 1 —.• •j���
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/1015 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 use,the braiding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for 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,seeANSe7PI1 Qualy CaMda,DS8-89 and DCSI Beadily Component 6904 Parke East Blvd.
Safety Weamafenivdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432398
16023T0 T01 Hip Girder 1 1 j
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:40 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-FuG9G5L_EJ9T4ipLVEXE13yz35PstsIPlhd58dz1 k5e
-1-4-0 3-6-0 7-0-0 10-6-12 15-2-8 20-0-0 24-0-0 28-3-8
1-4-0 I 3-6-0 I 3-6-0 I 3-6-12 4-7-12 4-9-8 I 4-0-0 I 4-3-8 j
Scale=1:50.0
Special
7x10=
NAILED 2x4 II 4x5= 6x6 II
5.00 12 4 20 5 21 6 22 7
Irma., u 7 CI h
4x5% 4x5
3 8
2x4 I I v 4x5
TT2 9 4
t
- v .. 10 i
YJl El a nn r t Et li,
1,4
15 14 23 13 12 11
4x5= 4x5= NAILED 7x10= 7x10= 2x4 II 3x8 II
Special
0-13[0 7-0-0 I 10-6-12 15-2-8 I 20-0-0 I 24-0-0 { 28-3-8
0-3-0 6-9-0 3-6-12 4-7-12 4-9-8 4-0-0 4-3-8
Plate Offsets(X,Y)-- [4:0-4-4,0-2-4],[10:0-5-12,Edge],112:0-4-12,Edge)
LOADING
(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.15 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.31 12-13 >695 180
BCLL 0.0 * Rep Stress Incr NO WB 0.69 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:154 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
SLIDER Right 2x4 SP No.3 1-6-0 8-9-8 oc bracing:13-14.
REACTIONS. (lb/size) 10=563/0-3-8,13=2011/0-5-8,15=468/0-3-8
Max Horz 15=-73(LC 23)
Max Uplift 10=-71(LC 25),13=-588(LC 8),15=272(LC 8)
Max Gray 10=569(LC 18),13=2011(LC 1),15=511(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-317/421,4-5=-67/582,5-6=-67/583,6-7=-540/117,7-8=-628/111,8-10=-857/135
BOT CHORD 14-15=-290/347,13-14=-410/271,11-12=-89/752,10-11=-897752
WEBS 4-14=-321/560,5-13=-354/130,3-14=-268/135,3-15=-380/292,6-12=-23/505,
4-13=-1161/532,6-13=-947/160
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)II; nd:ASCE ExpB;End.,1GCpi 0.18;MWFRS directional)cantilev0errleft exposed ph; ;end tverticcal left exposed;porch left exposed;Lumber Cat. `,`,,�19 A11//,"Iii
DOL=1.60 plate grip DOL=1.60 •%%.. q4e �e.
3)Provide adequate drainage to prevent water ponding. `��� .,C,E N d'••'9�/•moi
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 No 39380
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 10,588 lb uplift at
joint 13 and 272 lb uplift at joint 15. � *`
7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. % ►
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)231 lb down and 195 lb up at 1.12, ��J ; LL,/
Ll_ii
7-0-0 on top chord,and 332 lb down and 232 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is 0 �L(/`
the responsibility of others. ..• ,Ks, •• ( Q P.'• ��
9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •, - • 9.R' `C?`��
LOAD CASE(S) Standard '1,,/s//O N A. �`,,0%
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) Thomas A.Albans PE No.39380
Vert:1-2=-60,2-4=-60,4-7=-60,7-10=-60,15-16=-20 MITek USA.Inc.FL Cert 6634
Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610
Vert:4=184(B)14=-332(B)20=-123(B)23=-58(B) Date:
June 28,2018
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE.
Design valid for use oNy with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not ,
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wei(
mil
6904 Parke East BNd.
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,seeANSDIPII Qualify CrIteda,DSB-89 and ACS/Building ComponMf
Safely rhlotma/bnavaAable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432399
16023T0 T02 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:41 2018 Page 1
I D:2wtj6cN6QIwY4YBHbx97HYylZgT-j4pXUQMc?dH KisOY3y2THHV9gVpEcMXY_LMfh3z1 kei
-1-4-0 5-2-8 9-0-0 10-6-12 14-2-8 18-0-0 23-0-0 28-3-8
11-4-0 5-2-8 I 3-9-8 1 1-6-12 3-7-12 I 3-9-8 I 5-0-0 i 5-3-8
Scale=1:50.0
3x6 2x4 II 6x6 II
4x5=
4 5 22 23 246 25 7
5.00 12 �� R-
45
21 3 26 4x5
e.• 8
.... N
ti o
4x5 20 27 4x5
2 9
41m m I m m I
v 10
y. IN
. Id
r=.1 eae
15 14 13 12 11
2x4 H 4x5= 7x10= 7x10= 2x4 II 358 II
0-,3[0 5-2-8 I 9-0-0 110-6-12 18-0-0 I 23-0-0 I 28-3-8 I
0 -0 4-11-8 3-9-8 1-6-12 7-5-4 5-0-0 5-3-8
Plate Offsets(X,Y)-- [4:0-3-0,0-2-4),[10:0-5-12,Edge],[12:0-4-4,Edge],[13:0-4-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.06 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.13 12-13 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.50 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:155 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Right 2x4 SP No.3 1-6-0
REACTIONS. (lb/size) 10=664/0-3-8,15=432/0-3-8,13=1247/0-5-8
Max Horz 15=84(LC 10)
Max Uplift 10=-73(LC 12),15=-193(LC 12),13=241(LC 12)
Max Gray 10=664(LC 1),15=468(LC 21),13=1247(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-390/323,6-7=-568/181,7-8=-676/175,8-10=-1046/220,2-15=-419/281
BOT CHORD 13-14=-247/309,12-13=-22/293,11-12=-146/919,10-11=-146/919
WEBS 5-13=-348/131,6-13=-706/171,6-12=-72/463,8-12=-402/138,3-13=-440/364,
2-14=-185/254
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. ,1111111 Illlll_
II;
to
-7-5,
1)
to
-0-0,
rior(2)9-0-0 to
13-2-15,x1Interio;End.,r)113 2 15 to 8-0-0,(Exterio(2))18-0-0 to 22-2-15,Interior(11)22-2-15 to 28-3`8 zonescantile cantilever left exposed end ,��``` 4 •.. A. q. 0, •
•
vertical left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ,•' �O•'\C E N S'• '9 '
DOL=1.60 V �•••,L,
do
3)Provide adequate drainage to prevent water ponding. No 39380
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf 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 73 lb uplift at joint 10,193 lb uplift at �'9 '—�
joint 15 and 241 lb uplift at joint 13. -:• ‘,11-10-__-!e 1(U:
i 14
S •
�••, Set ,,oNA��c?C.•
11111
Thomas A Albani PE No.39380
MITek USA Inc.R-Cert 6634
6904 Parke East BNd.Tampa FL 33610
Date:
June 28,2018
r
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7073 rev.10.032015 BEFORE USE. mill
Design valid for use only with MiTek®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 verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPfI QuamyClimb,058-49 and Mal lidding Component 6904 Parke East Blvd.
Safety i*MNmatb/rndla ble from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply
' I T14432400
16023T0 T03 Hip i 1 1 1
IJob Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:42 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-BGNvhmNEmxPAJOzkcfZIgU2KUv91 LmSiC?6CDVz1 keh
-1-4-0 5-7-12 11-0-0 16-0-0 22-0-0 28-3-8
1-4-0 I 5-7-12 I 5-4-4 I 5-0-0 I 6-0-0 6-3-8
Scale=1:49.4
7x10-= 6x6 If
4 20 21 5
5.00112 al
4x5 t9 22 4x5
3 6
•oiss4x5 i 18 23 4x5
2 7
1 4. 8
Y ® 10
13 12 11 10 9
2x4 H 4x5= 4x5= 7x10= 2x4 H 3x8 i'
0]3[0 5-7-12 I 10-4-0 11-0-0 16-0-0 22-0-0 28-3-8
0-3-0 5-4-12 4-8-4 0-8-0 5-0-0 6-0-0 6-3-8
Plate Offsets(X,Y)-- [4:0-4-4,0-2-4],(8:0-5-12,Edge],[10:0-4-4,Edge],[11:0-2-4,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.08 9-10 >999 180
BCLL 0.0 . Rep Stress Incr YES WB 0.64 Horz(CT) 0.01 8 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 IMatrix-MS Weight:155 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
SLIDER Right 2x4 SP No.3 1-6-0
REACTIONS. (lb/size) 8=571/0-3-8,13=360/0-3-8,11=1413/0-5-8
Max Horz 13=96(LC 10)
Max Uplift 8=-62(LC 12),13=-190(LC 12),11=-268(LC 12)
Max Gray 8=587(LC 22),13=414(LC 21),11=1413(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-288/282,3-4=-45/401,5-6=-325/102,6-8=-868/158,2-13=-364/265
BOT CHORD 10-11=-345/185,9-10=-83/753,8-9=-83/753
WEBS 3-11=-517/385,4-11=-1038/269,4-10=-181/814,6-10=-594/163
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 11-0-0,Exterior(2)11-0-0 ,,�1111Iif 1gg,1
to 15-2-15,Interior(1)15-2-15 to 16-0-0,Exterior(2)16-0-0 to 20-2-15,Interior(1)20-2-15 to 28-3-8 zone;cantilever left exposed; ``s PS A, ii 711,
end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �� 141‘.. / ,jam
grip DOL=1.60 `����`•. G NS�.'9�/��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. 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 •••• • N O* 380
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 8,190 lb uplift at joint
13 and 268 lb uplift at joint 11. ▪,
- C �
—s% •/V
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,201E
� I
A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE.
Ili
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 use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/7PII Qualy Cteedo,DSB-89 and WS aufdeng Component 6904 Parke East Blvd.
Safety adoNmaaonavdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
I Job Truss Truss Type Qty Ply
T14432401
16023T0 T04 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:43 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-gTxHv6OsXEX1 xAYwAN5xMiaR6JTw4EYrRfrmlyzi keg
14-0-0
-1-4-0 5-2-8 10-6-12 13-0-0 13-6-0 21-0-0 28-3.8
i-4-0 I 5-2-8 I 5-4-4 2-5-4 6-6-0 I 7-0-0 7-3-8
0-6-0
Scale=1:49.4
2x4 11
3x6=
3x6=
5 6 7
4x5 5 f -a, i
5.00�12 4
21 22
4x5
4x5 5 B
3 v o
ca
ro
4x5 5 20 23 4x5
2 .1111"11.1.11. 9
Ito
110
I
rara
iTaIllimmummmummar
�__ MO t to
li
15 14 13 12 11
2x4 I I 4x5= 4x5= 7x10= 2x4 11 3x8 H
14-0-0
3�0 5-2-8 10-6-12 13-0-0 13-6-0 21-0-0
28-3-8
310 4-11-8 5-4-4 2-5-4 s-b 7-0-0 I 7-3-8
0-6-0
Plate Offsets(X,Y)-- [5:0-3-0,0-2-4),[7:0-3-0,0-2-4),[10:0-5-12,Edge),[12:0-4-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 11-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.14 11-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:165 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3 6-0-0 oc bracing:12-13.
SLIDER Right 2x4 SP No.3 1-6-0 WEBS Web Brace:Length(member) 5-11-1 (8-12);
REACTIONS. (lb/size) 10=625/0-3-8,15=373/0-3-8,13=1346/0-5-8
Max Horz 15=-107(LC 10)
Max Uplift 10=-71(LC 12),15=-190(LC 12),13=-247(LC 12)
Max Gray 10=632(LC 22),15=413(LC 21),13=1346(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-300/274,3-4=-11/328,8-10=-936/181,2-15=-367/273
BOT CHORD 12-13=-250/141,11-12=-96/809,10-11=-96/809
WEBS 3-13=-484/330,4-13=-1021/195,8-12=-756/192,8-11=0/302,4-12=-111/753
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. ,11►11111►111j�,
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-0-0,Exterior(2)13-0-0 `,�� PS A. 81.
l4to 18-2-15,Interior(1)18-2-15 to 28-3-8 zone;cantilever left exposed;end vertical left exposed;porch left exposed;C-C for membersOM �e1.�j�and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :���` ••(,EN �.92/���3)Provide adequate drainage to prevent water ponding. i4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads- : N O 3930
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 71 lb uplift at joint 10,190 lb uplift at � ..
joint 15 and 247 lb uplift at joint 13. 7-O • � •
#:#,�FS• ,•O R 10. Gam,. •
Thomas A.Albans PE No.39380
WO USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R.33610
Date:
June 28,2018
1, i
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mg
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 use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -.Mitek"
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSVIPII Qual y Ctfarls,DRI-89 and BCSI Buldbig Compononf 6904 Parke East Blvd.
Safety Blfonnafbnavailabile from Truss Plate Institute,218 N.Lee Street,Suite 312.Nexandrta.VA 22314. Tampa,FL 33610
Job Truss Truss Type I Oty Ply
T14432402
16023T0 T05 Half Hip Girder 1 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:44 2018 Page 1
ID:2wfj6cN6OIwY4YBHbx97HYyIZgT-8fVg6SPUHYfuZK76k4cAw7Zpjm7pgi?gJbJHOz1 kef
-1-4-0 7-0-0 11-11-8 16-11-0
1-4-0 7-0-0 4-11-8 4-11-8
Scale=1:32.5
Special
7x10=
NAILED NAILED 2x4 II NAILED NAILED 4x5=
3 10 11 4 12 13 5
0 uu uu p Uu uU n
.00r
1.
; I IIII II I I II.itmi-o
00000000000
44/
6x6
2
Q, Il
11111111r1111 UM= II
I 11 II 11111 II II
ItAl Ce
8 14 15 7 16 17 iii
►CSI
9 NAILED NAILED NAILED NAILED 6
3x4 I 6x6= 4x10= 2x4 II
Special
7-0-0 11-11-8l 16-11-0
7-0-0 4-11-8 4-11-8
Plate Offsets(X,V)-- [2:0-2-12,0-2-8],[3:0-4-4,0-2-41
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.06 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.13 8-9 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.66 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2017/fPI2014 Matrix-MS Weight:98 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=1392/0-3-8,9=1269/0-5-8
Max Horz 9=135(LC 8)
Max Uplift 6=-248(LC 5),9=-220(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1814/287,3-4=-1368/245,4-5=-1368/245,5-6=-1306/283,2-9=-1202/250
BOT CHORD 7-8=-291/1592
WEBS 3-8=0/462,3-7=-287/74,4-7=-669/288,5-7=-311/1734,2-8=-185/1375
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)willT itst truss betweena the been
desitomgned
herd for
a liveany other omembe son the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``,`_0%111111/14.
_0%111 A'/g,,�',',
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 248 lb uplift at joint 6 and 220 lb uplift at `s OW• 4e e,�
joint9. ��,'�NZ`•.. GENSF.-74,••�i
6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
I'
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)184 lb down and 183 lb up at No 39380
7-0-0 on top chord,and 330 lb down and 59 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is
the responsibility of others.
8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
:1:).,.* m :CCr.
LOAD CASE(S) Standard ;• Ji1Br4 �4I F .:��
1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 1.• `-=moi
Uniform Loads(plf) i.,T - QV..••
Vert:1-2=-60,2-3=60,3-5=-60,6-9=-20 •j`s R 1 �?N.
Concentrated Vert:3�184(F)ads )8=-330(F)10=-123(F)11=-123(F)12=-123(F)13=-123(F)14=-58(F)15=-58(F)16=-58(F)17=-58(F) �����S��NA� ���
Thomas A.Albans PE No.39380
Mffek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
4
mut
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quarry Wells,DSB-89 and BCS/Buldlrg Component • 6904 Parke East Blvd.
Safely edbtmo#onavcllable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
714432403
16023T0 T06 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:45 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-cr32JoP62snIATiJIn7PS7gnB65PY6f8vzKsggzl kee
-1-4-0 5-4-4 10-8-8 13-6-0 18-6-0 23-4-12 26-6-7 28-3-8
1-4-0 5-4-4 5-4-4 2-9-8 5-0-0 I 4-10-12 3-1-11 1-9-1
Scale=1:53.4
7x6=
5.00 12 5
A
2x4 1l
4 20 6x6= 4x5= 4x5=
6 7 8
6x8
3
�1
4x5% 19 3: N O »m o
2 15 128 11
1 0.1mummumememinew 7x10= 14 13 2x4 I I d
7x10= 4x5= N
r 8 24_
:TA
18 17 16 10 9
2x4 I I 6x8= 2x4 H 2x4 I I 2x4 II
5-4-4 10-8-8 18-6-0 23-4-12 26-6-7 28-3-8
5-4-4 5-4-4 7-9-8 4-10-12 3-1-11 1-9-1
Plate Offsets(X,Y)-- (14:0-4-8,Edge1,115:0-3-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.49 14-15 >691 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.19 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:176 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
4-16,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:16-17,9-10.
REACTIONS. (lb/size) 9=1117/0-3-8,18=1215/0-5-8
Max Horz 18=153(LC 12)
Max Uplift 9=134(LC 12),18=-165(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1688/261,3-4=-2386/452,4-5=-2363/503,5-6=-3142/591,6-7=-2741/481,
7-8=-1758/322,9-11=-1092/207,8-11=-1058/220,2-18=-1159/290
BOT CHORD 14-15=-327/1669,13-14=-322/1758
WEBS 3-17=-758/214,15-17=-325/1570,3-15=-120/692,5-15=-180/904,5-14=-259/1588,
6-14=-1459/335,2-17=-172/1417,7-14=-181/1122,7-13=-864/214,8-13=-362/1950
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. `111111111/u 4/
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-6-0,Exterior(2)13-6-0 ,%� S A. I1
to 16-6-0,Interior(1)16-6-0 to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; .••►� 0 . q�e ie,�
Lumber DOL=1.60 plate grip DOL=1.60 `��� • C�E�Ns�.94,E.,�
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 134 lb uplift at joint 9 and 165 lb uplift at /-*^_ :
joint 18. 7......13 • ��/ • Cr►
i ` /gam ••4U
•
•
i�, N A1.1�?,`�%
1111111
Thomas A.Alban)PE No.39380
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. la
Design valid for use only with Muck®connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Qualty Cdfspda,DSB-19 and 8CSI Bidding Component 6904 Parke East Blvd.
Safely hrfpnna&nivdiable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanya,FL 33610
Job Truss Truss Type Qty Ply
T14432404
16023T0 T07 Half Hip 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:46 2018 Page 1
ID:2wfj6cN6QtwY4YBHbx97HYylZgT-42dQX8QIp9vcodHVrVee_KCtKW RvHfW I7d4QMHz1 ked
-1-4-0 4-6-0 9-0-0 16-11-0
1-4-0 4-6-0 4-6-0 7-11-0
6x6 II Scale:3/8'=1'
4x5=
4 11 12 13 5
5.00 12
4x5
3 10
Q
N
9
2x4 I!
2
1
d i.
7
8 4x5= 6
7x10-
2x4 I I
9-0-0 16-11-0
9-0-0 I 7-11-0
Plate Offsets(X,Y)-- (3:0-2-4,0-2-0]
I
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.15 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.30 7-8 >664 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0I Code FBC2017/TP12014 Matrix-MS Weight:96 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=661/0-3-8,8=761/0-5-8
Max Horz 8=159(LC 12)
Max Uplift 6=-120(LC 9),8=-106(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-724/140,4-5=-622/160,5-6=-597/198,2-8=-271/162
BOT CHORD 7-8=-273/707
WEBS 5-7=-176/690,3-8=-732/152
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 9-0-0,Exterior(2)9-0-0 to
13-2-15,Interior(1)13-2-15 to 16-9-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2)
3)This trusse dhas been equate rdesigned foainage to rvaa 10.0 pat bottom chord live load nonconcurrent with any other live loads. ,%`k`,, .S i A. 4,0�
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 `. OM Le 0,
will fit between the bottom chord and any other members. •` .•• C E•N s'• 1.7.'4''
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 6 and 106 lb uplift at F•••.
joint6. No 39380
6':..
N :/ .QI
i"'#4'O N At- to`��
imito-
Thomas A.Alban)PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
IMIIIMI
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quaff),Orono,058-89 and WS/adding Compon.nt 6904 Parke East Blvd.
Safely Nloanaaaravallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type 'Qty Ply
T14432405
16023T0 T08 Roof Special 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:47 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-YE BokU RNaT1 TQnshPC9tXYI5Lwpl01 ARM Hpzujzl kec
-1-4-0 5-4-4 10-8-8 13-6-0 16-6-0 22-4-12 26-6-7 28-3-8
1 1-4-0 5-4-4 5-4-4 I 2-9-8 3-0-0 5-10-12 4-1-11 l 1-9-1
Scale=1:51.5
6x6=
5.00 Fl -
OF%N
7x10- 4x5=
4 �6 7 8
�� 20
6x8
3
T
4x5 19 11111111111111111111111111111111111111111111111111Mi ttr 8____.diu
2 15 12 11
00i ;'s 7x10= 14 13 0
0
6x6= 4x10= cv
—3•
18 17 16 10 9
6x8=
5-4-4 10-8-8i 16-6-0 22-4-12 26-6-7 28-3-8
II
5-4-4 5-4-4 5-9-8 5-10-12 4-1-11 ' 1-9-1
Plate Offsets(X,Y)-- )6:0-6-8,Edge),(15:0-3-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.13 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.30 14-15 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.16 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
4-16,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 9=1117/0-3-8,18=1215/0-5-8
Max Horz 18=177(LC 12)
Max Uplift 9=-i52(LC 9),18=-161(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1687/258,3-4=-2379/464,4-5=-2359/521,5-6=-2473/501,6-7=-1567/299,
7-8=-1567/299,9-11=-1092/215,8-11--1056/231,2-18=-1159/288
BOT CHORD 14-15=-349/1668,13-14=-438/2252
WEBS 3-17=-752/223,15-17=-352/1553,3-15=-136/686,5-15=-211/888,5-14=-189/1078,
6-14=-777/221,6-13=-792/160,7-13=-403/173,8-13=-343/1780,2-17=-168/1415
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. ,011111111,,.1
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-6-0,Exterior(2)13-6-0 ,,��--AAPS q- A i��
to 16-6-0,Interior(1)16-6-0 to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; `% •t'r,. •..• .e "40
Lumber DOL=1.60 plate grip DOL=1.60 ,,���.�` ��G E N s .;9,�,����
3) Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated. N O 39380
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 9 and 161 lb uplift at ="0.• � j • 0=
joint 18. : S!- 4[/
ieeeti,O N AL 1�o•
-iiiiimThomas A.Alban!PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7073 rev.1QN3/2015 BEFORE USE.
Design valid for use only with MMTek®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 appecabtlty of design parameters and properly incorporate this design Into the overall
[wilding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MfIek*
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,seeAN31/11211 Qualify Climb,0S11-89 and PCS Building Component 6904 Parke East Blvd.
Safety htotmaBonavdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job I Truss Truss Type 'Qty Ply
714432406
16023T0 TO9 Half Hip I 1 1
IJob Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:48 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-OQkAygS?Ln9K1xQuzwg6311KTK7olT8abwZXQ9zlkeb
-1-4-0 5-7-12 5-8113 11-0-0 11,-4-3 16-11-0
1-4-0 5-7-12 0-T-1 5-3-3 0-2-3 5-8-13
6x8_ Scale=1:35.8
2x4 II
4 11 12 5
OK
5.00 12
4x5 10
3
9
2x4 11
2
1 ill
• I
7 13 14
8 4x5= 7x6= 6
4x5=
5-7-12 8-5-8 11-0-0 16-11-0
5-7-12 2-9-12 I 2-6-8 5-11-0
Plate Offsets(X,Y)-- [2:0-2-0,0-0-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.25 6-7 >802 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=661/0-3-8,8=761/0-5-8
Max Horz 8=183(LC 12)
Max Uplift 6=-105(LC 9),8=99(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-726/130,2-8=-308/182
BOT CHORD 7-8=-259/742,6-7=-144/453
WEBS 3-8=-727/78,4-6=-606/199,4-7=-28/445
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 11-0-0,Exterior(2)11-0-0
to 15-2-15,Interior(1)15-2-15 to 16-9-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding. ,05111111111,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •��� S A. 'ii
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 , r't' .. �I
will fit between the bottom chord and any other members,with BCDL=10.0psf. �%% �` ..•\CE•N s '9�J/ ,�
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 6 and 99 lb uplift at 'S •• " �'••. •
joints. No 39380
•
1.
.Z \ ter— P :� �.
i`liti;ONAl,El %
NN
Thomas A.Aibani PE No.39380
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,201E
I
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7073 rev.10/03/2015 BEFORE USE.
111111
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 use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek"
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,seeANSUIPII Quay Cdted,DSB-89 and SCSI Badding Companion? 6904 Parke East Blvd.
Safelyktfonnaflenlvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 336t0
Job !Truss Truss Type Qty Ply
I T14432407
16023T0 T10 Roof Special I 1 1
'Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:49 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-UdIZ9ASd64HBf5?4XdBLczgN6kSXUyXkpal4zbz1 kea
-1-4-0 5-4-4 10-8-8 13-6-0 14-6-pp 16-5-10 22-2-14 26-6-7 28-3-8
1 1-4-0 5-4-4 I 5-4-4 2-9-8 11-0-OI 1-11-10 5-9-5 i 4-3-8 1-9-1 !
Scale=1:51.9
5x6=
5.00 12 5 6 2x4 I I 4x5= 4x5=
5x6 21 22 7 8 23 9
400011iJ
6x8
•
3
4x5 20 = • D ii 17
2 16 13 12
a 1 � 5x12- 15 14 2x4 I 6
0
q gm
p 7x10= 4x5— N
tiMMIMNIMIMmis
•
19 18 17 11 10
2x4 I I 6x8= 2x4 I I 2x4 1 2x4 11
5-4-4 10-8-8 14-6-0 16-5-10I 22-2-14 ! 26-6-7 ! 28-3-8
5-4-4 5-4-4 3-9-8 1-11-10 5-9-5 4-3-8 1-9-1
Plate Offsets(X,Y)-- [4:0-2-0,0-2-8],[5:0-2-4,0-2-81,112:0-2-4,0-1-8],(15:0-4-12,Edge],[16:0-6-0,0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (foe) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.19 15-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.41 15-16 >814 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.19 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:181 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'Except' except end verticals.
11-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-10
REACTIONS. (lb/size) 10=1128/0-3-8,19=1227/0-5-8
Max Horz 19=222(LC 12)
Max Uplift 10=-188(LC 9),19=-172(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1724/345,3-4=-2428/699,4-5=-1814/556,5-7=-1803/594,7-8=-1803/595,
8-9=-1311/358,10-12=-1103/298,9-12=-1069/315,2-19=-1172/340
BOT CHORD 4-16=-93/591,15-16=-757/2085,14-15=-358/1311
WEBS 3-18=-811/310,16-18=-514/1635,3-16=-279/670,2-18=-254/1477,4-15=-326/188,
8-15=-293/610,8-14=-805/320,9-14=-436/1584
NOTES-
1)Unbalanced roof live loads have been considered for this design.
ft;
2)II; nd:ASCE ExpB;End.,l0;GCpi=0.18;MWFRS(directional)onal)and C-C Exterior(2)gust)Vasd=101mph; -1-4-11 0tog 7-5,Interior(1)or(1)1 7-58=45ft;L=28ft;to 13-8-4,Exterior(2)12-6-6 6t `�%• PS,A. . ie
to 15-6-6,Interior(])15-6-6 to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; ,% e
Lumber DOL=1.60 plate grip DOL=1.60 �•N ••Z .••�C E�N g•..92,,E
3)Provide adequate drainage to prevent water ponding. • \' '' % i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 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 •
No 39380
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 10 and 172 lb uplift
at joint 19. �� �T LXX
0,•‘-'4 .41e:7- .--�i��' • �X
P • ��
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
®WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Me-7473 rev.10N3201S BEFORE USE.
Design valid for use oily 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 verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek
Is always required for stability and to prevent collapse with possible personal krlury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/IFII Quail),Cm.,.DSB-d9 and BCS!BUIdhg Component 6904 Parke East Blvd.
Safely Infomtationwdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
TI4432408
16023T0 T11 Half Hip 1 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:50 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-ypsxNVTFtOP2HFaG4Lja9ANg17oFDMTt2E2dV2z1 keZ
I -1-4-0 5-8-13 6-7-12 11-2-3 13-0-0 l 16-11-0
1-4-0 5-8-13 0-10-15 4-6-7 1-9-13 3-11-0
3x6= 2x4 II Scale=1:39.6
5 12 6
4x5%
ii1! .
7 IA
•
3x4 I I 10
2
1 J
1 or
►A 8 13 14
94x5= 7x6= 7
4x5=
6-7-12 8-5-8I 13-0-0 l 16-11-0
6-7-12 1-9-12 4-6-8 3-11-0
Plate Offsets(X,Y)-- [5:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.14 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.26 7-8 >773 180
BCLL 0.0 * Rep Stress lncr YES WB 0.77 Horz(CT) 0.02 7 ria n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:100 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 7=661/0-3-8,9=761/0-5-8
Max Horz 9=207(LC 12)
Max Uplift 7=-108(LC 12),9=-90(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-727/97,2-9=-314/184
BOT CHORD 8-9=-247/737,7-8=-157/456
WEBS 4-8=-7/445,4-7=-630/222,3-9=-715/26
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 13-0-0,Exterior(2)13-0-0
to 16-9-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2)Provide adequate drainage to prevent water ponding. 0%111111111i
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`" &S A. AIle,
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 A �+`• e ,le
will fit between the bottom chord and any other members,with BCDL=10.0psf. ,%s ,••\C E•N d'••
1/1,#'�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 7 and 90 lb uplift at k•
•• V F ••, /
joints. No 39380
Li. Ai
4 ' ' �AP.0 •
•
'11/�37°NAL,00
Thomas A.Alban)PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.11/032015 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 use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi Tek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Bbd.
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeAllW//P/I Qualify Work!,DSS-19 and BCS/Balding Campania)!
Safety IdblmaBDmvdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
TI4432409
16023TO T12 Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:51 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-R?QJarUteiXvuO9Te2EphOwotXASysY1HunB1UzlkeY
-1-4-0 5-4-4 10-8-8 14-6-0 21-4-12 26-6-7 28-3-8
1-4-0 5-4-4 5-4-4 3-9-8 6-10-12 5-1-11 1-9-1
6x6 11 Scale=1:53.9
4x5= 4x5=
5.00 FIYI 5 20 21 6 22 7
4x5
4
6x8
19 ..NSS 141141\. Z 711:
`a 3
4x5 18 .j' '
or.
2 14 11" 10
VIII 1 1 �iij_ur 5x12— 13 12 2x4 11 o
ii. 4x10= 6x6— _ N
Mel 9_24
17 16 15 9 8
2x4 I 6x8= 2x4 II 2x4 11 2x4 I I
5-4-4 10-8-8 14-6-0 21-4-12 26-6-7 28-3-8 i
5-4-4 5-4-4 3-9-8 6-10-12 5-1-11 1-9-1
Plate Offsets(X,Y)-- [14:0-6-0,0-3-4)
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.11 13-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.22 13-14 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) 0.14 8 rVa n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:185 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
4-15,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 7-10-5 oc bracing:13-14
6-0-0 oc bracing:8-9.
WEBS 1 Row at midpt 7-8
REACTIONS. (lb/size) 8=1117/0-3-8,17=1215/0-5-8
Max Horz 17=225(LC 12)
Max Uplift 8=-171(LC 9),17=-150(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1686/254,3-4=-2416/507,4-5=-1724/375,5-6=-1559/373,6-7=-1175/254,
8-10=1091/239,7-10=-1053/258,2-17=-1159/270
BOT CHORD 16-17=-253/193,4-14=-89/523,13-14=-565/2179,12-13=-261/1197
WEBS 3-16=-766/249,14-16=-412/1546,3-14=-1811722,4-13=-823/251,5-13=-12/390,
6-13=-140/453,6-12=-747/270,7-12=-316/1449,2-16=-146/1413
NOTES-
1)Unbalanced roof live loads have been considered for this design. `, 111111111►,
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. 0- S A. 10
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 14-6-0,Exterior(2)14-6-0 ••� ' .. ,1449 'I,
to 18-8-15,Interior(1)18-8-15 to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions �� Ne. C E N d•• '"/////..
�
shown;Lumber DOL=1.60 plate grip DOL=1.60 ' •• F• •. /
3)Provide adequate drainage to prevent water ponding. No 39380
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 8 and 150 lb uplift at "O• % ' Q
joint 17. O .� r�? ,��U`
<•,,•-..•O R 1
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
is
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE INN-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an individual butding 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
bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSIjlP l Quality CIHda,059-89 and SCSI Wading Camponant 6904 Parke East Blvd.
Sa/d/yhMlma#ONTivdbable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty Ply
T14432410
16023T0 T13 Half Hip 1 1
I ' Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:52 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-v B_hnBW P?fm W YkfCml2EbS1 GxUhhGzAW YXkZwz1 keX
-1-4-0 5-8-13 7-7-12 11-2-3 15-0-0 16-11-0
1-4-0 5-8-13 1-10-15 3-6-7 3-9-13 1-11-0
3x6= 2x4 I Scale=1:44.3
5 6
15.00 12 ila'1
I 4x5
r
11 4
6x8
3
fes,
3x4 II 10
2
1
I. ;; a
&SI III
A S 12 13 in
g7
7x6=
4x5= 4x5=
7-7-12 8-5-8II 15-0-0 16-11-0
I 7-7-12 b-9-12 6-6-8 1-11-0
Plate Offsets(X,Y)-- (5:0-3-0,0-2-41
LOADING (psf) 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) -0.15 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.26 7-8 >767 180
BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 7 n/a rt/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:102 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 7=661/0-3-8,9=761/0-5-8
Max Horz 9=231(LC 12)
Max Uplift 7=-118(LC 12),9=-80(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-727/57,2-9=-316/184
BOT CHORD 8-9=-235/737,7-8=-151/455
WEBS 4-8=-5/446,4-7=628/209,3-9=-711/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 15-0-0,Exterior(2)15-0-0
to 16-9-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2)Provide adequate drainage to prevent water ponding. ,,,x%1+1111I IIIIIII
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,0 p,S A. .d ,�„
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 `% o� .4",t,'jam
will fit between the bottom chord and any other members,with BCDL=10.0psf. ti .••�C,E N S•... j, .
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 7 and 80 lb uplift at /\ \ �•••. •
joints. No 39380
•
* -
rV`� 41:
iCA`,„"---‹ P
i•i . �RI�•• • ,- •
i'","ONAi E CS%%
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.11193,2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-
is always required for 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/IPII Qualify Orono,DSB-89 and BCS!adding Compon.nt 6904 Parke East Blvd.
Safety Inlb/mationavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432411
16023T0 T14 Half Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:53 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-NOY3?XV8AJod8iJrmTGHmp?BxLsPQg?JkCGH6Nz1 keW
-1-4-0 5-4-4 10-8-8 16-6-0 22-4-12 26-6-7 28-3-8
1 1-4-0 i 5-4-4 I 5-4-4 5-9-8 5-10-12 { 4-1-11 1-9-1 {
6x6 i\ Scale=1:57.5
4x5= 4x5=
5.00 12 5 20 6 21 7
CI e
4x5 19 //
6x8
3
4x5 18 .=• um
2 ,4 111 10
igo
c 1 :•� imummemmmer 5x12= 13 12 I 2x4 I d
7x10= 4x5= = a
Y y
4i QS
17 16 15 9 8
2x4 I I 6x8= 2x4 I I 2x4 I I 2x4 I I
5-4-4 10-8-8 16-6-0 ( 22-4-12 I 26-6-7 28-3-8
' 5-4-4 5-4-4 5-9-8 5-10-12 4-1-11 1-9-1
Plate Offsets(X,Y)-- (13:0-4-8,Edge],[14:0-6-0,0-3-4]
1
LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.24 13-14 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.13 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:191 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins,
BOT CHORD 2x4 SP No.2'Except* except end verticals.
4-15,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 7-9-4 oc bracing:13-14
6-0-0 oc bracing:8-9.
WEBS 1 Row at midpt 7-8
REACTIONS. (lb/size) 8=1117/0-3-8,17=1215/0-5-8
Max Horz 17=250(LC 12)
Max Uplift 8=-i66(LC 9),17=-144(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1683/228,3-4=-2430/480,4-5=-1484/303,5-6=-1304/317,6-7=-906/203,
8-10=-1093/246,7-10=-1060/262,2-17=-1159/258
BOT CHORD 16-17=-280/207,4-14=-71/538,13-14=-577/2218,12-13=-203/906
WEBS 3-16=-763/241,14-16=-405/1544,3-14=-183/744,4-13=-1054/298,5-13=0/303,
6-13=-163/569,6-12=-804/270,7-12=-288/1277,2-16=-119/1404
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,0111111/1.1.1..
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=28ft;eave=oft Cat. `‘0%p.S• A. A "ii
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 16-6-0,Exterior(2)16-6-0 %S e
to 20-8-15,Interior(1)20-8-15 to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions •�.��•' (',E N '92�i�
shown;Lumber DOL=1.60 plate grip DOL=1.60 • • V F•••• / ••
3) Provide adequate drainage to prevent water ponding. • No 39380
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •
5)•This truss has been designed for a live load of 20.0psf 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 166 lb uplift at joint 8 and 144 lb uplift at ••• 13'
joint 17. 17r:a;%F • 41/
T it p : �•
4'' Os,••••O R 19.. cam%`••
X111, ON A,��o`s
Thomas A.Albanl PE No.39380
Mak USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ACTEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ;�
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing !MeV
Is always required for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANel/IPIl Quality Ciboria,DS8-89 and ICS/Budding Component 6904 Parke East Blvd.
Safety Monnallonavdlable from Trim Plate Institute,218 N.Lee Street.State 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply I
T14432412
16023T0 T15 Monopitch j 11 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:53 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-NOY3?XV8AJod8iJrmTGHmp?CwLquQj3JkCGH6Nz1 keW
-1-4-05-8-13 11-2-3 16-11-0
1 1-4-0 I 5-8-13 5-5-5 5-8-13
2x4 I I Scale=1:47.1
5
5.00;12 7
10
4x5
4 I
I�
6x8
2x4 I(
2
.0.004iii /
cII1
d
.E.,.. 7 11 12
8 6
4x5= 7x6— 4x5=
8-5-8 16-11-0
8-5-8 8-5-8
Plate Offsets(X,Y)-- (2:0-2-0,0-0-8)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.15 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.26 6-7 >757 180
BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
REACTIONS. (Ib/size) 6=661/0-3-8,8=761/0-5-8
Max Horz 6=252(LC 12)
Max Uplift 6=-128(LC 12),8=-71(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-727/22,2-8=-306/179
BOT CHORD 7-8=-225/739,6-7=-128/455
WEBS 4-7=-9/445,4-6=-636/181,3-8=-727/0
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 16-9-4 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)will fls truss has been it between the bottom chord bond andned for a live load of 20.0psf on any other members,withebottom chord in BCDL 0.Opsf.all areas where a rectangle 3-6-0 tall by 2-0-0 wide ```�-��A�PS A.;iii/ ,
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 6 and 71 lb uplift at .� o� . �e •jam
joint 8. mss, `\• •••\GENS:.•...r4, I,
No 39380
'0 ��. �� ��-,' )1J:O•• (i�4"� <v:
o.
iiiiiiiiiito-
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
1
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek J 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 verify the applicablity of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of indMduat truss web and/or chord members only. Additional temporary and permanent bracing Mitek
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANtf1/IPII Quall),C,Ntb,DSB-89 and SCSIIuldbg Component 6904 Parke East Blvd.
Solely IntanllaBomvc6able from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job 'Truss Truss Type Qty Ply
T14432413
1602370 T16 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:55 2018 Page 1
I D:2wfj6c N6QIwY4YBHbx97HYyIZgT-JmggQDXOiw2KNOTEtuIIrE4008ROuaacCW IOAFz1 keU
-1-4-0 5-4-4 10-8-8 18-6-0 26-5-0 28-3-8
1-4-0 I 5-4-4 I 5-4-4 7-9-8 7-11-0 1-10-8
Scale:3/16'=1'
6x6 II
7x6_2x4 I I
3x4 // 5 19 20 21 6 7
5.00 12 3x4//
3x4 // es
4x5 3x4 // 18
3x4//
4
6x8% .. a�p
3 % or
6
a�
4x5 17 �Si 47 0 ~ C7
2 13 11 Id
Y 1 ' 5x12= 12 22 ! da
r. 7x10- 1
16 15 14 924 8
2x4 6x8='' 2x4 I I 2x4 II
2x4 I 2x4 I I
5-4-4I 10-8-8 18-6-0 26-6-7 28-3-8
5-4-4 5-4-4 7-9-8 8-0-7 1-9-1
Plate Offsets(X,Y)-- [4:0-2-0,0-2-0],(10:0-3-4,0-2-0],(12:0-4-4,Edge],(13:0-6-0,0-3-4]
LOADING (psf) SPACING- 2-0-0 I
CSI. I I,DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.24 11-12 >999 240 MT20 244/190
I
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.44 11-12 >769 180
BCLL 0.0 • Rep Stress Incr YES WB 0.97 Horz(CT) 0.30 8 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:198 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
4-14,9-11:2x4 SP No.3 WEBS 1 Row at midpt 7-8
WEBS 2x4 SP No.3*Except` Web Brace:Length(member) 6-5-0(4-12);
7-B:2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 16=1215/0-5-8,8=1117/0-3-8
Max Horz 16=252(LC 12)
Max Uplift 16=-143(LC 12),8=-156(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1679/218,3-4=-2443/472,4-5=-1282/254,5-6=-1093/282,2-16=-1159/256,
8-10=-1087/270
BOT CHORD 15-16=-285/213,4-13=-59/553,12-13=-585/2260,11-12=-76/290,10-11=-69/312
WEBS 3-15=-758/234,13-15=-392/1535,3-13=-188/767,4-12=-1269/352,2-15=-111/1393,
6-12=-243/1063,6-10=-1086/344
NOTES- ,11111111114ji�Ili.
1)Unbalanced roof live loads have been considered for this design. ���`-APS A. q :4::•:\
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=oft Cat. �� r' �II;Exp B;Enc1.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 18-6-0,Exterior(2)18-6-0 �� ��•••�,E.31.9111'
•N to 22-8-15,I reacti(1)22-8-15 to 26-5-0,Exterior(2)26-5-0 to 28-1-12 zone;end vertical left exposed;C-C for members and forces& �� •••V� S •
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • NO 39380
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 'O.• -� Lr
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 16 and 156 lb uplift • O• Jiff ��F •;�1(/
at joint 8. • `�- �0
•i1,,,,,,;0 N A���os.
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
id•
A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/032015 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 use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property carnage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Ovally C,N/b,DSS-89 and SCSI Iuidbtg Cornponanl 6904 Parke East Blvd.
Safety Irfotmalbnavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432414
16023T0 ,T17 Hip 1 1
Job Reference(optional) i
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:56 2018 Page 1
ID:2wfj6cN6OIwY4YBHbx97HYyIZgT-nzDCdZYOTEAB?A2QRbp_ORdirYtGd2RmQAVyjhz1 keT
1-4-01 5-4-4 I 10-8-8 16-7-0 20-6-0 22-5-8 24-5-0 i 26-6-7 28-3-8
1-4-0 5-4-4 5-4-4 5-10-8 3-11-0 1-11-8 1-11-8 2-1-7 1-9-1
3x6= 2x4 H 3x6= Scale=1:65.5
5.00 12 6 7 22 8
? 4x5% �T=Irlll�.•
9
5
r ::,,
6x8
21
lt
a 1 2
4
0
4x5 a
3 `.
,c.4x5 i 20 �Seai i
'�16 Y 1 12 I� d
Iz,
' 5x12= 15 14 2x4 a
6x6= 4x10=
19 18 17 11 10
2x46x8= 2x4 I I 2x4 112x4 I I
2x4=
5-4-4 10-8-8 16-7-0 20-6-0 22-5-8 24-5-0 26-6-7i 28-3-8 i
5-4-4 5-4-4 5-10-8 3-11-0 1-11-8 1-11-8 2-1-7 1-9-1
Plate Offsets(X,Y)-- (6:0-3-0,0-2-4),18:0-3-0,0-2-4),(16:0-6-0,0-3-4)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.11 16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 15-16 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:195 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
4-17,11-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 8-0-15 oc bracing:15-16
6-0-0 oc bracing:10-11.
WEBS 1 Row at midpt 9-10,5-14
REACTIONS. (lb/size) 19=1215/0-5-8,10=1117/0-3-8
Max Horz 19=252(LC 12)
Max Uplift 19=-143(LC 12),10=-156(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1687/214,3-4=-2429/446,4-5=-1502/294,5-6=-762/195,6-7=-658/202,
7-8=-658/202,8-9=-753/199,2-19=-1159/258,10-12=-1094/257,9-12=-1064/272
BOT CHORD 18-19=-277/205,4-16=-73/535,15-16=-535/2197,14-15=-322/1304
WEBS 3-18=-760/235,16-18=-393/1528,3-16=-166/755,2-18=-122/1416,9-14=-226/944,
5-14=-933/238,5-15=-59/634,4-15=-1022/246
NOTES-
1)Unbalanced roof live loads have been considered for this design. �01111111/1/
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. ``%- NS A. 4 ///,�
It;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 20-6-0,Exterior(2)20-6-0 %% elk. . 4,e14,',
t,jam
to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip •%�� ..•\Ci E Ns•- 14, i�
DOL=1.60 a. • \' '•
Y' •i
3) Provide adequate drainage to prevent water ponding. N O 39 380
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 19 and 156 lb uplift 7."0 /��::Lr=
at joint 10.
X11/7,10N A��%0‘s
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
Is
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MMA'
e 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.seeANSU/p11 Quay Clleda,D58-89 and BCS/Iuldeig Component 6904 Parke East Blvd.
Safety kdomtationavailable horn Truss Mate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type i Qty Ply
714432415
16023T0 1T18 Roof Special 18 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:57 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-F9narvZeDYI2dKdc?JLDxfAsYyDXMV2vfgEVF8z1 keS
1 4 0 5-4-4 10-8-8 16-7-0 22-5-8 26-6-7 28-3-8
(1-4-01 5-4-4 5-4-4 5-10-8 I 5-10-8 4-0-15 1-9-1
5x6= Scale=1'68.9
5.00 FiT 6
is
19 20 4x5 J
4x5
7
5
6x8%
4
4x5 � •� �,
3 co
•
4x5 18 ��i :e'
2 /` 14 Y it 10 J
t ` // o
4 L1�.w./ 5x12= 13 12 A II
N
6x6= 4x10- Ilii
17 16 15 9 8
2x4 I I = 2x4 I 2x4 I I
2x4 I
2x4=
5-4-4 10-8-8 16-7-0 22-5-8I 26-6-7 28-3-8 i
5-4-4 5-4-4 5-10-8 5-10-8 4-0-15 1-9-1
Plate Offsets(X,Y)-- 16:0-3-0,0-2-41,114:0-6-0,0-3-41
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.11 14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.24 13-14 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.91 Horz(CT) 0.13 8 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
4-15,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 8-6-8 oc bracing:13-14
6-0-0 oc bracing:8-9.
WEBS 1 Row at midpt 7-8,5-12
REACTIONS. (lb/size) 17=1215/0-5-8,8=1117/0-3-8
Max Horz 17=252(LC 12)
Max Uplift 17=-143(LC 12),8=-156(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1688/191,3-4=-2427/392,4-5=-1509/254,5-6=-748/179,6-7=-737/173,
2-17=-1159/252,8-10=-1093/219,7-10=-1062/234
BOT CHORD 16-17=-270/205,4-14=-67/537,13-14=-478/2189,12-13=-276/1317
WEBS 3-16=-762/219,14-16=-363/1531,3-14=-138/750,6-12=0/281,2-16=-115/1419,
7-12=-164/881,5-12=993/227,5-13=-53/621,4-13=-998/233
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,,111111111I1j,
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. ,��� b S A. A ����
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 22-5-8,Exterior(2)22-5-8 ,S M 4e '0
to 25-5-8,Interior(1)25-5-8 to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; .� �O•'\C,E•N d•..414,�,
Lumber DOL=1.60 plate grip DOL=1.60 V F •• / �
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • No 39380
4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •
will fit between the bottom chord and any other members. ••
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 17 and 156 lb uplift �
at joint 8. r4.
•, Os,
• �1 ,.•
,� ON A ___• ‘,4
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
MMIIMM
a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 141-7473 rev.10W3/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quail),Crieda,D51-89 and SCSI Building Compon.nf 6904 Parke East Blvd.
Spbfy btonnai n svdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type !Qty Ply
T14432416
16023T0 T19 Monopitch Girder i 1
2 ;Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:58 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-j LLy2FZG_rQvETBpYOsSTsi?OMV05y43uU_2naz1 keR
-1-4-0 5-8-13 11-2-3 16-11-0
1-4-0 I 5-8-13 5-5-5 I 5-8-13
Scale=1:49.5
5
�, 5.00 12 2 • I.
4x5 I
4
frio
6x8
o,
CO 3 'r
4x6
2
1I1�1111�!191�IlII IIIL1l1 :a
=, 10 11 8 12 13 14 7 ='
9 6
5x10 MT2OHS I I THD46 8x10= THD46 THD46 7x6= 4x5=
THD46 THD46 THD26-2
5-8-13 11-2-3 16-11-0
5-8-13 5-5-5 5-8-13
Plate Offsets(X,Y)-- 12:0-2-12,0-2-01,(4:0-2-0,0-2-01,(7:0-3-0,0-4-41,(8:0-5-0,0-4-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.06 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.14 7-8 >999 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr NO WB 0.92 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:243 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals.
6-8:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-6
2-9:2x4 SP No.2
REACTIONS. (lb/size) 6=2078/0-3-8,9=2355/0-5-8
Max Horz 9=251(LC 8)
Max Gray 6=2424(LC 2),9=3162(LC 2)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4435/0,3-4=-2561/0,2-9=-2576/0
BOT CHORD 8-9=-222/530,7-8=0/3928,6-7=0/2324
WEBS 3-8=-94/1823,3-7=-2066/170,4-7=0/2975,4-6=-3283/0,2-8=0/3562
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. `,�t,1%I 1I I I t i,,i'
Webs connected as follows:2x4-1 row at 0-9-0 oc. 14% NS A. ,q iii
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 11 ktk <e 1j
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 44%,<Z%� ••G E•N ••• "1/p�i�
3)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B 45ft;L=24ft;eave=4ft;Cat. a� •�\ SF•••• /
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 •
N O 39380
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *
•
will fit between the bottom chord and any other members. '
7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the 1.13•...4.0.-. P..%-
i(/
left end to 10-0-0 to connect truss(es)to back face of bottom chord. i 0 •1 ��
Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 11-4-8 from the left end to connect truss(es)to �i•'�,[\_.--0.1-""---
8) o,•.• 1
back face of bottom chord. �j�`ss •••� R •• `�?111
9) Fill all nail holes where hanger is in contact with lumber. il���0 N Al
inn lilt-
LOAD CASE(S) Standard
1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albans PE No.39380
Uniform Loads(plf) M1Tek USA,Inc.FL Cert 6634
Vert:1-2=-60,2-5=-60,6-9=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
Continued on Daae 2
iiillV WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MWEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and is for an individual building 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. Bracksg Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery•erection and bracing of trusses and truss systems.seeANSJIPII Quay Weep,DS1-89 and ICS/adding Component 6904 Parke East Blvd.
Safety Brfolmafbnavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
�f
T14432416
16023T0 T19 Monopitch Girder 1 2 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:58 2018 Page 2
ID:2wfj6cN6QlwY4YBHbx97HYy1ZgT-jLLy2FZG_rQvETBpYOsSTsi?0MV05y43uU_2naz1 keR
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:7=-1146(B)10=-373(B)11=-373(B)12=-373(B)13—373(B)14=-373(B)
a
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A11.7473 rev.t003/2015 BEFORE USE. le
Design valid for use only with MITekS 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 vedry 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 property damage. For general guidance regarding the
fabrication.storage,deiNery,erectors and bracing of trusses and truss systems,seeA i 11P11 Qualy Cdada,05849 and SCSI adding Component 6904 Parke East Blvd.
Sah1y NMlmalbnavallabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Atexandda.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432417
16023TO T20 Roof Special 12 1
IJob Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:30:59 2018 Page 1
I D:2wfj6cN6Ql wY4YBHbx97HYylZgT-CYvKGaaul9Ymsdm?6kNhO4FCvmuMgOIC78jcJ0z1 keQ
1-4-0, 5-3-6 10-8-8 16-7-0 22-5-8 28-1-0 33-4-0
'1-4-0' 5-3-6 5-5-2 5-10-8 I 5-10-8 5-7-8 5-3-0
5x6= Scale=1:65.3
5.00 i[W 3x4// 6
4x5 3x4//
3x4// 2
3x4// 19 20 4x5
5 7
S :. 21
6x8 4x5
0 8
4
4x5%
J
3 n
O
4x5 18raftimilimmoni �= i. co
2 I 14 11 _
/ -,,
1 , 13 12 O
Y 5x12- o
j - 6x6= 4x10= N
Ju
17 16 15 10 9
2x4 II 4x10= 2x4 II 4x5- 2x4 II
5-3-6 10-8-816-7-0 22-5-8 I 28-1-0 28-3-8 33-4-0
5-3-6 5-5-2 • 5-10-8 5-10-8 5-7-8 0-2-8 5-0-8
Plate Offsets(X,Y)-- [6:0-3-0,0-2-4],[11:0-2-0,0-1-4],[14:0-6-0,0-3-4),[16:0-4-0,0-2-0)
i
LOADING (psf) � SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid i PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.10 14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.23 13-14 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) -0.07 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:236 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
4-15,7-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. Except:
WEBS 2x4 SP No.3 1 Row at midpt 7-11
OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-11-11(5-12);
REACTIONS. (lb/size) 17=1183/0-5-8,10=1552/0-2-8
Max Horz 17=192(LC 12)
Max Uplift 17=-155(LC 12),10=-189(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1631/215,3-4=-2322/390,4-5=-1415/270,5-6=-655/199,6-7=-654/190,
2-17=-1128/268
BOT CHORD 4-14=-48/524,13-14=387/2091,12-13=-204/1231,10-11=-1385/283,7-11=-1320/305
WEBS 3-16=-728/198,14-16=-301/1475,3-14.110/701,2-16=-133/1373,4-13=-984/212,
5-13=-44/618,5-12=-993/224,7-12=-128/939
NOTES-
1)Unbalanced roof live loads have been considered for this design. `WWII/fit.
2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. %S% 04% A. ,q �i,,e
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-11-5,Interior(1)1-11-5 to 22-5-8,Exterior(2) %S e
22-5-8 to 25-9-8,Interior(1)25-9-8 to 33-2-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions •� ••Z •••\.C,E N S'•.'94�i
shown;Lumber DOL=1.60 plate grip DOL=1.60 i ••' V '• ' #o
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 No *380 •
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 17 and 189 lb uplift "3 �' Cr
at joint l0. O:• ':10-:.`Y.F • ill
4.,(•�.i� O P.•.:.
oe
�/1..NAI -' 1
Thomas A.Alban'PE No.39380
MITek USA,Inc.R Cert 6634
6904 Parke East Blvd.Tampa R 33610
Date:
June 28,2018
pew
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.1010312015 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 use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS►/►PI►Quarry Cando,D5849 and BCSI Maw Component
Safety IMonnanonavallobie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432418
16023T0 T21 Roof Special 1 1 ,
i Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:00 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-gkTjTwbXWTgdUnLBgRuwYHnMB9AgZrQLLoT9sTz1keP
13-0 6-7-3 12-10-15 19-2-10 22-5-8 28-1-0 2p9-7-12 33-4-0 I
I1-4-01 6-7-3 I 6-3-11 6-3-11 I 3-2-14 5-7-8 r1-6-12 3-8-4
6x6= Scale=1:68.9
5.00 112
6
2x4 I I CI
5 19
p J
2x4 II
6x8% 7
r' _ 4x5
4 g
i� q
4x5 1:--1/\
N
18 C.. ' rb
2 14 13 /2 0
d 1 22 23 45 0 II o
5x6- 2x4 I I - -A
17 16 20 21 15 11 10 9
455= 6x8= 4x5= 2x4 4x5= 2x4
29-9-8
I 9-9-1 19-2-6 19--10 28-1-0 129-7-12 i 33-4-0
9-9-1 9-5-5 0 8-10-6 1-6-12 3-6-8
0-1-12
Plate Offsets(X,Y)-- [6:0-3-0,0-2-4],[13:0-2-0,0-1-4],[14:0-3-8,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.43 13-14 >296 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.68 13-14 >185 180
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.24 10 rile n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:256 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
5-15,11-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-6-14(4-15);6-8-8(6-14);8-8-10
OTHERS 2x4 SP No.3 (6-12);
REACTIONS. (lb/size) 15=1191/0-2-7,10=714/0-3-8,17=831/0-5-8
Max Horz 17=192(LC 12)
Max Uplift 15=-140(LC 12),10=-90(LC 12),17=113(LC 12)
Max Gray 15=1307(LC 17),10=715(LC 18),17=831(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-267/103,3-4=-810/129,2-17=-357/201
BOT CHORD 16-17=-220/857,15-16=-115/469,14-15=-669/105,5-14=-305/145,11-13=-252/0
WEBS 3-16=-257/156,4-16=-13/529,4-15=-720/170,10-12=-477/241,7-12=-416/204,
3-17=-771/65
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,WWII/ill.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=33ft;eave=oft;Cat. �k‘%kNS A. 2 ,/,�
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-11-5,Interior(1)1-11-5 to 22-5-8,Exterior(2) � e
22-5-8 to 25-9-8,Interior(1)25-9-8 to 33-2-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions ,%• �O•• C E IV S••.92°i.
shown;Lumber DOL=1.60 plate grip DOL=1.60 • •• V F..•. ,
3)All plates are 3x4 MT20 unless otherwise indicated. No 39380
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 1'b �—� :CC
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 15,90 lb uplift at `-�0;-y�e ; I(/
joint 10 and 113 lb uplift at joint 17. i .a
�S
s
Thomas A.Albanl PE No.39380
MiTek USA,Inc.Fl.Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/032015 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 use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Ls always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the
fabrcalbn,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PII Gamily Cando,DSII-89 and ACSIIuddhg ComponMf 6904 Parke East Blvd.
Safely hfolma0ewivdlable from Truss Plate Institute,218 N.Lee Street,Suite 312-Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432419
16023T0 T22 Roof Special 11 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:01 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-8W 15gGc9HmoU5xwOE8P95VKTyZVcIMmVaSCjOvz1 keO
6-9-14 13-6-4 20-2-10 , 22-3-8 26-3-5
6-9-14 I 6-8-6 i 6-8-6 ' 2-0-14 I 3-11-13
3x6= Scale=1:62.0
5.00 12
2x4 II 5 15 16
4 e 4x5 C
14 6
6x8
4
3
4x5 ' o
I-1-:
2 p
O
0 04x5 i
1
; 13CZ
��ss
-4x6 18 7 o
M ■� Y 2x411
ea
•
12 11 10 17 9
2x4H4x5=
6x6= 4x5=
6-9-14i 13-6-4 20-2-6 20-?-10 26-3-5
6-9-14 6-8-6 6-8-2 0-0-4 6-0-12
Plate Offsets(X,Y)-- ]1:0-2-4,0-2-0],]5:0-3-0,Edge],[6:0-2-4,0-2-0],(8:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.06 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.13 9-10 >999 180 ,
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.02 9 n/a rt/a
BCDL 10.0 f Code FBC2017/TPI2014 Matrix-MS Weight:189 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
4-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 2-2-0 oc bracing:8-9.
OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-0-3(3-9);6-8-11 (6-8);
REACTIONS. (lb/size) 12=723/0-3-8,9=1356/0-2-7
Max Horz 12=246(LC 12)
Max Uplift 12=24(LC 12),9=-206(LC 12)
Max Gray 12=755(LC 21),9=1361(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1050/56,2-3=-600/16,1-12=-693/98
BOT CHORD 11-12=-268/220,10-11=-223/906,9-10=-92/473,8-9=-763/232,4-8=-518/216
WEBS 2-10=-511/155,3-10=-10/490,3-9=-775/165,6-8=-261/58,1-11=0/784
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. ,11111111111/
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-12 to 3-3-12,Interior(])3-3-12 to 22-5-8,Exterior(2) `s%t S� A. 444/,,
�
22-5-8 to 25-5-8,Interior(1)25-5-8 to 26-3-9 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions ,• '! . B ,
shown;Lumber DOL=1.60 plate grip DOL=1.60 ;%•,`.r�. G E Ns•••11///'; ,�
3)All plates are 3x4 MT20 unless otherwise indicated. •
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint 12 and 206 lb uplift at :,"13• 17 Z
joint 9. i0% x 7072. -- . 4/:
.,,///S�O N Al 1'c,00
Thomas A.Albans PE No.39380
Mfek USA.Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED NTTEK REFERANCE PAGE IM-7/73 rev.1603/7015 BEFORE USE. IMIll
Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANJI/IPI1 QuaBlyCdlda,DSJ-19 and SCSI Bolding Component 6904 Parke East Blvd,
Jolty I*nnationavdiabie from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
TI4432420
16023T0 T23 Roof Special 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:02 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-c7bTuccn24wLj5VanswOeitiVzxq t p9ep6yGwLz1 keN
22-10-2
7-3-14 14d-3 21-4.9 33
7-3-14 7-0-6 I 7-0-6 1615 I
0-6-10
3x6= Scale=1:62.0
5.00 12 2x4 I I
4 56
r.A II
14 - "
6x8% I
3
/irta
OD
4x5
2
13
4x6
Fi •Iminim I \ 7
Y w• 2X4= j
0
`v
..
r . 2x4 II
12 11 10 15 9
2x46x6_ 4x5= 4x5=
22-10-2
I 7-3-14 I 14-4-3 21-4-5 21-4-9
7-3-14 7-0-6 7-0-2 -4
1-5-9
Plate Offsets(X,Y)-- (5:0-3-0,Edge),[12:0-2-0,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.07 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.13 9-10 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(CT) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:151 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins,
BOT CHORD 2x4 SP No.2`Except* except end verticals.
4-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-4-8
OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-3-9
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 12=840/0-3-8,9=965/0-2-7
Max Horz 12=261(LC 12)
Max Uplift 12—22(LC 12),9=-177(LC 12)
Max Gray 12=840(LC 21),9=965(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1202/52,2-3=-725/9,1-12=-774/99
BOT CHORD 11-12=-326/243,10-11=-272/1041,9-10=-131/586,8-9=-306/144,4-8=-316/175
WEBS 2-10=-522/164,3-10=-8/497,3-9=-830/183,1-11=0/894
NOTES- ,11111111/►ii/'
1)Unbalanced roof live loads have been considered for this design. ,`�� r S A. . ie0.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. ,.,% 0o. . 4e 4*4
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-3-8,Exterior(2) • �� .••\G ENS•- '9,y .�
22-3-8 to 22-8-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 S. .• , •
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4.
No 39380
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)9.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 12 and 177 lb uplift at :'O •C'
joint 9. : '��''rArG : 4./+
s�
7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ;t'�.��� Q' 4C/or
X111111
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6694
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
_ /
I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7173 rev.1003/1015 BEFORE USE. mil
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 use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Brachg Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing -Mitek
is always required for stability and to prevent collapse with possible personal iJury and properly damage. For general guidance regarding the
fabricatkxt storage.delivery-erection and bracing of trusses and truss systems,seeA SVIPfI OualyCOBrb,038.89 and ACS/8uldirp Compon.nt 6904 Parke East Btvd.
softly Adbnnapy ivdable from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
1
Job Truss Truss Type Qty Ply
714432421
16023TO T24 Monopitch 2 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:03 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-4J8r5ydPpO2CLF4mLZRdAwPrxNGhmCRo2mhpSnzl keM
7-5-8 14-7-8 22-1-0
7-5-8 7-2-0 7 5-8
2x4 !I Scale=1:57.4
4 5
5.0012
12
0
4x10
3
.40
O
6x6
• 2 ++
0
J
11
4x6 O
1IIIIIIIIIIII
II
-- Ci T:P)
a
10 y 13 6 1a 7 s
4x10— 6x6= 4x5-
7-5-8 14-7-8 22-1-0
7-5-8 I 7-2-0 I 7-5-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.08 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.18 9-10 >999 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.91 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:166 lb FT=20%
I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins,
BOT CHORD 2x4 SP No.2`Except` except end verticals.
6-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-6-7(4-7);7-3-3(3-7);
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 10=869/0-3-8,6=835/0-5-0
Max Horz 10=256(LC 12)
Max Uplift 10=30(LC 12),6=-153(LC 12)
Max Gray 10=869(LC 1),6=887(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1250/67,2-3=-1253/173,1-10=-796/109
BOT CHORD 9-10=-324/254,8-9=-150/698,7-8=-149/706
WEBS 2-9=-455/207,3-9=-187/634,3-8=0/430,3-7=-1018/211,1-9=0/934
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21-5-8 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :+11I1I I I It//,,
2)All plates are 3x4 MT20 unless otherwise indicated. Ott S A. iso
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•N OMP q46 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 �� Cr•E•N S'•,'92
will fit between the bottom chord and any other members,with BCDL=10.0psf. . V F .•• ' °•
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 10 and 153 lb uplift at • No 39380 i
joint 6.
A,illI!0NAL %O��
faiiflo
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Btvd.Tampa Ft 33610
Date:
June 28,2018
t, f
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Al-7473 rev.10/0312015 BEFORE USE. Is
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 use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wei(
Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the 6904 Parke East Bed.
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPII QuoIIY C/Ie a.01111-et-19 and IN=/ en
leading Component
Safetyh*.mofbnrvcIlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexarxlrla,VA 22314. Tamps,FL 33610
Job Truss Truss Type I Ory Ply
T14432422
16023T0 T25 GABLE 1 1
I I 1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:04 2018 Page 1
ID:2wfj6cN6O1wY4YBHbx97HYyIZgT-YVIDJIe1 ahA3yOfyvHzsj7y6?ndlVrExGORN?Ezt keL
Q 1--0-7
143
1-4-0 P11-{I 3-2-14 i 167 39 1015
0-1-6
3x4 I Scale=1:63.1
11 12
FA
3x4 II
10
18.00 12ri
3x4 I I
9
p
3x4 I I
K' 8
i
3x4 II
5.00 •12 4x6/�6 7 q
3x4 \\ 5
a : a1 2 ' 1 17,3,,d /
............
21 20 19
1.0-7
0-11f4c10= 18 11% 15 14 13
if 3-2-
4-3-514 l 73-0-3-3-8 I 10-11-8
3-8-0
0$1
0-1-6
Plate Offsets(X,Y)-- 12:0-0-11,Edge],15:0-1-13,0-0-9),(6:0-2-3,0-1-151,16:0-1-3,0-1-7)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.08 20-21 >999 240 MT20 244/190
TCDL 10.0 I Lumber DOL 1.25 BC 0.57 Vert(CT) -0.12 20-21 >694 180
BCLL 0.0 * 1 Rep Stress lncr YES WB 0.17 Horz(CT) -0.01 14 r1/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:98 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3 10-0-0 oc bracing:13-14.
WEBS 1 Row at midpt 11-14,10-15
REACTIONS. All bearings 3-11-8 except(jt=length)2=0-3-8,17=0-3-8.
(Ib)- Max Horz 2=340(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)2,14,13,15,17 except 16=-409(LC 1)
Max Gray All reactions 250 lb or less at joint(s)14,13,16,15 except 2=342(LC 1),17=787(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-421/351,4-5=-421/356,5-6=-490/410,6-7=-526/451,7-8=-519/441,8-9=-394/325
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-3-13,Interior(1)1-3-13 to 10-8-12 zone;cantilever
left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 00111111/it,
�
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `%‘ S A. i,e
3)All plates are 2x4 MT20 unless otherwise indicated. •%• tsh
C'
% Ade " •
ice
4)Gable studs spaced at 1-4-0 oc. ��
�� ,•'�C•E•N S'• '9iL i�
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• 6'•••.
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 = No 39380,
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,14,13,15,17 =
except(jt=lb)16=409. r "4111/
•
� ,� P
, � • R
•0 .. .•
V' `"
ill. to
/11II11
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
_ /
V WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 501-7473 rev.10/03/2015 BEFORE USE. mg
Design valid for use only with MiTek®connectors.ibis design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the balding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ;�
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -WOW
Is always required for stabilllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage.delivery,ereceon and bracing of trusses and truss systems,seeANJi/IP1I Quarry Climb,DS149 and ACS/Auldhg Campania)! 6904 Parke East Blvd. .
Safety h/olmallon-rvrilable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss •Truss Type Qty Ply
T14432423
16023T0 T26 Roof Special 7 1
i Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:05 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-OiGcWeffL?IwaYE9T_U5FLVFVA3nEBX5V4AwXgz1keK
1-4-01 4-1-0 7-2-12 10-4-4 111-8
1-4-0 4-1-0 3-1-12 3-1-8 d-7-4
4x6 Scale=1:65.7
5 6 7
i! r
18.00 12
x5//
4 4,
6
5.00 12 7x10
3
15
mi 2 � '1� L. col
Im:
o
11 10 9 8
4x5=
3x4= 2x4 II 4x5=
0- 0 4-1-0 I 7-2-12 78 10-11-8
0-1-0 3-10-0 3-1-12 0-2212 3-6-0
Plate Offsets(X,Y)-- 13:0-5-0,0-3-4],[4:0-1-4,0-2-01,15:0-1-12,Edge],(5:0-0-13,0-1-9],16:0-1-9,0-0-13]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.01 11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 11-14 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) -0.00 10 n/a r1/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:86 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:9-10.
WEBS 1 Row at midpt 6-9
REACTIONS. (lb/size) 2=313/0-3-8,10=628/0-5-8
Max Horz 2=344(LC 12)
Max Uplift 2=-82(LC 10),10=-381(LC 12)
Max Gray 2=313(LC 1),10=702(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-501/598,3-4=-594/645
WEBS 3-10=-257/135,4-10=-821/603
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 10-4-4,Exterior(2)10-4-4
to 10-9-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber _0%1111111/iii.t
DOL= 1.60 plate grip DOL=1.60 `�%• -A S A. III
3) Provide adequate drainage to prevent water ponding. ,,• O ,q4 1 X4.4
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ ••• c,E N d•• 4/./_••
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 ♦ /\ •• � F...• / °•
•
will fit between the bottom chord and any other members. NO 39380
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(t=lb) ••
•
10=381.
_� r , cc_
,,i�F• •( oAt�• 0.-•
Thomas A.Albani PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R 33810
Date:
June 28,2018
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERANCE PAGE MA-7473 rev.10/032015 BEFORE USE.
MN
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 use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems seeAN$VI9t1 Qualify&heals„DMI-89 and aCSI&tiding Component 6904 Parke East Blvd.
Safety Idonna&onavdlable from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432424
16023T0 T27 Roof Special 4 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:06 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-Uuq_k_gH6JQnCipLOi?KoY1 TralfzmkEkkWT36z1 keJ
-1-4-0I 4-1-0 7-5-8
' 1-4-0 4-1-0 3-4-8
Scale=1:31.1
2x4 I I 5
4
18.00 12 5 ,
Sx6
5.00 12 3
12
li6Si,,..
2
B 7
2x4 II 3x4=
2x4= 6
0(3,0 4-1-0 I 7-5-8
0-3-0 3-10-0 3-4-8
Plate Offsets(X,Y)-- (3:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.07 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.07 7-8 >999 180
BCLL 0.0 ' Rep Stress!nor YES WB 0.11 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing.
REACTIONS. (lb/size) 2=376/0-3-8,6=221/0-5-8
Max Horz 2=165(LC 12)
Max Uplift 2=-104(LC 12),6=-108(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-386/175
BOT CHORD 2-8=-305/314,7-8=-277/294
WEBS 3-8=-349/272,3-7=-394/372
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Ops1;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-3-8 zone;cantilever left
exposed;porch left exposed;C-C for members and forces&MW ERS 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)will*This truss has fit between the been
desitomgned
for
r a live any load of2 members.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,,,-,ASPS A++Iq,�,',,
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,• 0 •,..•• . k.49 F
2=104,6=108. �:•`,��,.*\,\G E Ns ....-7...,;41...
No 39380
,37
F
•iiimitio-
Thomas A.Albani PE No.39380
M(Tek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use.the building designer must verify the appllcab6ty 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 bracingwok.k*e
Is always required for stability and to prevent collapse with possible personal y and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeMaW71fl Ovally Canna,DS!-89 and DCS/DUIdhp Component licit904 Parke East Blvd.
sSy
SU arblmaI ,ovdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. ampa,FL 33610
Job Truss Truss Type Qty Ply
T14432425
16023T0 T28 Roof Special Supported Gable 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:07 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-z4OMxJgwtcYdpsNXaPWZLmact_mDiDoNyOfI bZzt kel
21-1-11
-1-4-01 4-2-2 11-1-8 1 18-1-0 1 20-10-12 22-3-9
1-4-0 4-2-2 6-11-6 6-11-8 2-9-130-2-15
1-1-5 Scale=1:74.0
6.00 12 = 3x6=
12 13 14
r===i
4L1 16
10.111116
17
4x6// 7 g 18 4x6 Q
8 19
20
3x4 II ��
3x4 11
6 21
3x4 II ° ' 3x4 11 q
3x4•: 3x4 I
I 12 Bx12 II 5 22
. 4 24 4x5\\
3 ;ill
,, 23
/Irr
11
41 40 39 38 37 35 34 33 32 31 30 29 28 27 26 25
36
4x5= 3x6= 4x5=
4x5= 4x5=
22-3-0
22-3-0
Plate Offsets(X,Y)-- 12:0-2-10,0-1-12],12:0-2-12,0-6-01,(8:0-1-14,0-0-8],(13:0-3-0,0-2-0),114:0-3-0,0-2-01,119:0-1-14,0-0-81,123:0-1-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ld I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 1 rt/r 120 I
BCLL 0.0 • Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 25 n/a n/a
BCDL 10.0 Code FBC2017/fP12014 Matrix-S 1 Weight:283 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3 6-0-0 oc bracing:40-41.
WEBS 1 Row at midpt 12-33,11-34,10-35,9-37,8-38,15-32,
16-31,17-30,18-29,19-28
REACTIONS. All bearings 22-3-0.
(Ib)- Max Horz 41=328(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)34,35,37,38,39,31,30,29,28,27 except 41=-287(LC 10),
25=-301(LC 11),40=-305(LC 12),26=-278(LC 12)
Max Gray All reactions 250 lb or less at joint(s)33,34,35,37,38,39,32,31,30,29,28,27 except
41=486(LC 18),25=342(LC 10),40=373(LC 10),26=367(LC 11)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 10-11=-146/260,11-12=-164/309,12-13=-144/266,14-15=-144/263,15-16=-164/287,
13-14=-146/291
BOT CHORD 40-41=-305/271
WEBS 3-41=-394/330,23-25=-258/254,3-40=-331/403,23-26=-259/278
NOTES- `�0"--Ap.,S A. A��iee
1)Unbalanced roof live loads have been considered for this design. ,�s o'' • <e e,�
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. ���.r•••'�G E N,••• ;9,y ��
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-5-7 to 1-9-8,Exterior(2)1-9-8 to 4-2-2,Corner(3)4-2-2 to F••• .
7-1-8,Exterior(2)7-1-8 to 10-8-1,Comer(3)10-8-1 to 14-6-15,Exterior(2)14-6-15 to 18-1-0,Comer(3)18-1-0 to 21-1-0,Exterior(2) No 39380
21-1-0 to 22-1-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry •
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. :"177: 40011110 CC
4) Provide adequate drainage to prevent water ponding. i'• � p •((/Z.
5)All plates are 2x4 MT20 unless otherwise indicated. .0••�/ �(/•
6)Gable requires continuous bottom chord bearing. .0i�'r,[� Q P:• ��
7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ', •••........R ``�.1`��
8)Gable studs spaced at 1-4-0 oc. 1°1/
6: ,� `N
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I/,'�N A111 ;,,`���
10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.0psf. Thomas A.Albanl PE No.39380
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34,35,37,38, MITek USA,Inc.FL Cert 6634
39,31,30,29,28,27 except(jt=lb)41=287,25=301,40=305,26=278. 6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
1 I
rirri
A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*10.7473 rev.10/03.2015 BEFORE USE.
Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Marek'
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 taus systems,seeA WIell away Cdtedo.13S1a9 and SCSI&litho Component 6904 Parke East Blvd.
Safety laPpffrafkinavallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432426
16023T0 T29 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:09 2018 Page 1
I D:2wfjecN6QIwY4YBHbx97HYylZgT-vTW 6M?iAPEpL3AXwigY1 QBfuuoFmA6ZgQi88gRz1 keG
-1-4-0 3-11-12 10-0-4 18-3-6 22-0-81 � I
1-4-01 3-11-12 6-0-8 �1-1-4
7-1-14 3-9-2
3x6 12 = Scale=1:69.7
6.00 3x6=
4 5 6
"7.- -'1'111%%11214L %141 0
19 -
8x10// 18 21 8x10'
3 7
Apo
18.00 12 4
17 8
li
• 5x6= 4x6\\
•
2 /+
1/ / 11
154x6=4x6= r
Io
14 13 12 22 23 11 10 9
2x4 I I 4x5= 10x12= 4x5= 4x5= 2x4 11
12-2-12
1 3-11-12 I :33-443
-3-4 I 10-0-4 1111--11-411-1-4
1-l- I 15-11-14 1 18-3.6 1 22-P8 I
3-11-12 2-3-8 3-9-0 1 1 d 1 1 d 3-9-2 2-3-8 3-9.2
Plate Offsets(X,Y)-- [2:0-3-0,0-1-4],(3:0-3-0,0-1-41,[4:0-3-0,0-2-0],[6:0-3-0,0-2-0],[7:0-3-0,0-1-4],(8:0-0-12,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.30 11-12 >853 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.47 11-12 >542 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 16 rVa n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
8-9:2x6 SP No.2 WEBS 1 Row at midpt 3-13,7-10,5-12,5-11
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 14=955/0-5-8,16=851/0-3-0
Max Horz 14=-307(LC 10)
Max Uplift 14=135(LC 12),16=-108(LC 12)
Max Gray 14=955(LC 1),16=860(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-693/262,3-4=-569/303,4-5=-455/320,5-6=-423/303,6-7=-535/292,7-8=-568/208,
2-14=-912/279
BOT CHORD 13-14=-234/286,12-13=-71/442,11-12=-27/468,10-11=-30/298
WEBS 3-13=-352/0,3-12=0/439,7-11=0/489,7-10=-434/27,2-13=0/436,8-16=-819/229,
8-10=-44/447
NOTES- 0►1111111/ji
1)Unbalanced roof live loads have been considered for this design. ,`%%� S A. lie'
lx
2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. `,S�o' .•...... ,S• /j,
II;
FRS
to 8�1B1,Interior(1)C 8-2-181 to10-0-4,(Exterio(2))10-0-4 to 16-5-11,Interior(1)16 5-911 to 18-3-6,Exterior(2)18-3-6 o 21-6-4 zone12 : '`?••\,\G E NS�.'•9,�', °•
• '
end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : No 39380
3)Provide adequate drainage to prevent water ponding. •
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. ="i7• ;X
6) Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify f 4U•:
capacity of bearing surface. •'. /���,�• •�<C/�
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •:, •<\ • Q•••• • ,4
14=135,16=108. •j� •••.0 R ! 0.%,%
-111111110-
Thomas k Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
i
A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/032015 BEFORE USE.
la
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is tot 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
budding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general godmce regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi iPI►(Dually C/Nrla,DSS49 and BCS/Auldlp ComponM► 6904 Parke East Blvd.
Softly t,/otmafo ruvatlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Atexandrla.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432427
16023TO T30 Hip 5 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:10 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-Nf4VZLjoAXxCgJ66FX4GyOC3eBb?VZugfMuhCuzlkeF
12-0-12
3-9-12i 9-10-4 110-11-B I 18-1-6 21-10-8
3-9-12 6-0-8 1-1-411-1-4 6-0-10 3-9-2
3x6= Scale=1:69.7
6.00 12 3x6=
3 4 5
-
-7r—.7 19
18 -
8x10 17 20 8x10
2 6
16.0012 16
5x6-= o
7
5x6— 1
11
k
,�5 14 3x6= my
d ea 3x6= m
lin
Io
13 12 11 21 22 10 9 8
2x4 I4x5= 10x12= 4x5= 4x5= 2x4 I I
3-9-12 6-1-4 9-10-4 12-0-121 15-9-14 18-1-6 ( 21-10-8
3-9-12 2-3-8 3-9-0 2-2-8 3-9-2 2-3-8 3-9-2
Plate Offsets(X,Y)-- 11:0-3-0,0-1-4),(2:0-3-0,0-1-41,(3:0-3-0,0-2-01,15:0-3-0,0-2-01,16:0-3-0,0-1-41,(7:0-3-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.30 10-11 >850 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.47 10-11 >540 180
BCLL 0.0 • Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 15 rVa n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:189 lb FT=20%
I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-12,6-9,4-11,4-10
REACTIONS. (lb/size) 13=852/0-3-8,15=852/0-3-0
Max Horz 13=-203(LC 10)
Max Uplift 13=92(LC 12),15=-96(LC 12)
Max Gray 13=852(LC 1),15=854(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-652/217,2-3=-557/292,3-4=-444/303,4-5=-428/296,5-6=-540/278,6-7=-600/207,
1-13=-809/210,7-15=-811/213
BOT CHORD 11-12=-58/427,10-11=-21/464,9-10=-27/301
WEBS 2-12=361/0,2-11=0/445,6-10=0/481,6-9=-420/13,1-12=0/410,7-9=-24/427
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat111111 j,
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-12,Exterior(2) �,``w,p.5 A. q�l•I 4
3-9-12 to 8-0-11,Interior(1)8-0-11 to 9-10-4,Exterior(2)9-10-4 to 16-3-11,Interior(1)16-3-11 to 18-1-6,Exterior(2)18-1-6 to 21-5-4 ,% Or•�,_ a 4
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,•%.� . �(,E N S'•.14,','
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. 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 N O *380 =•
will fit between the bottom chord and any other members,with BCDL=10.0psf.
6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. ' -0 • �',�
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,15. . ",_ - " F •;�11/•
4.
••,,Fs••. OR1�.• c. `0
'1, 0to
70 ..\--'E -' 0
Thomas A.Albant PE No.39380
MITek USA,Inc.ft Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE.
1111
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 use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSUlPII Qually Climb,DSB-89 and BCSI Balding Compon nt 6904 Parke East Bbd.
Safely NlbnnaBamvdlabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tanga,FL 33610
Job Truss Truss Type Qty Ply
T14432428
16023TO T31 Half Hip Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:11 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-rrdtnhjQwr331ThJpFbVVc19Cb?feu0zt0dEkKz1 keE
-1-4-0 5-0-0 11-6-0 ,
1-4-0 5-0-0 6-6-0
Scale=1:24.9
Special NAILED
7x10% 4x5 II
NAILED NAILED
3 8 9 4
5.00 12 .� U u u
• 4x5
2
16111
lir1
E fl fl fl fl
6 11
7 4x5=
NAILED NAILED 5
2x4 II Special 4x5=
5-0-0 11-6-0
5-0-0 6-6-0
Plate Offsets(X,V)-- (3:0-4-4,0-2-4),j4:Edge,0-3-8)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.07 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.14 5-6 >952 180
BCLL 0.0 • Rep Stress Incr NO WB 0.68 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 iCode FBC2017/T PI2014 Matrix-MS Weight:64 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 7=727/0-5-8,5=761/0-5-8
Max Horz 7=112(LC 25)
Max Uplift 7=-155(LC 8),5=185(LC 5)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=844/160,4-5=-344/151,2-7=-690/170
BOT CHORD 5-6=-164/733
WEBS 3-6=0/317,3-5=-746/169,2-6=-121/700
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lotmph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60
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. ,,��t1111111//�/�
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 0% S A. /e,
will fit between the bottom chord and any other members. ,•N l P A
• 4e °i,
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) •% Ne ••• G EN S••.Ij..:
7=155,5=185. •• V F li
7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. No 39380
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)194 lb down and 180 lb up at
5-0-0 on top chord,and 116 lb down and 29 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s)is
the responsibility of others.
9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). :"9ii)PAwil :CC,:
f� �
LOAD CASE(S) Standard i Q i" 4/:
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 %'(,[* ex IN/��`.�
Uniform Loads(plf) •j`` •1/49 R 1 • �•
ConcentraVted Loads(Ib)2-3=-60,3-4=-60,5-7=-20 '11 /O N AL� 0"
Vert:3=-147(F)4=-86(F)6=-72(F)8=-65(F)9=-65(F)10=-32(F)11=-32(F)
Thomas A.Atbanl PE No.39380
MiTek USA,Inc.FL Coil 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,201 8
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MV-7473 rev.10932015 BEFORE USE. MI
Design valid for use only with MITekG connectors.this design is based only upon parameters shown,and Is for an individual building component,riot
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek:
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fab ricatkin,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IPII Qualify Credo,DSD-89 and BCS/Bolding Component 6904 Parke East Blvd.
Safety Infonnafformdlable from Truss Plate institute,218 N.Lee Street.Suite 312.Nexandda.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432429
16023T0 T32 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:12 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-J2BF_1 k2h9BwwdGVNy6k2pHNW?LhNQa66f NoHmz1keD
-1-4-0 7-0-0 11-6-8 16-1-0 18-8-2
1-4-0 7-0-0 I 4-6-8 4-6-8 2-7-2
Scale=1:34.2
6x6 11 6x6 II
4x5=
3 13 4 5
111141
5.00 TIT n nix 4x5
6
04
12
6x6 11 (TS
co v
2r
® ii . r
9 8 3
10 7 2x4 I I
2x4 7x10= 4x10=
7-0-0 16-1-0 18-8-2
7-0-0 9-1-0 { 2-7-2
Plate Offsets(X,Y)-- 12:0-2-12,0-2-81,(9:0-3-8,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.10 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 8-9 >999 180
BCLL 0.0 . Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 7 Na n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:108 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 10=831/0-5-8,7=732/0-9-10
Max Horz 10=107(LC 12)
Max Uplift 10=-127(LC 12),7.105(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-992/213,3-4=-836/234,4-5=-438/129,5-6=-499/121,2-10=-770/255,
6-7=-744/174
BOT CHORD 8-9=-204/798
WEBS 4-8=-499/161,2-9=-40/632,6-8=-127/663
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 7-0-0,Exterior(2)7-0-0 to
11-6-8,Interior(1)11-6-8 to 16-1-0,Exterior(2)16-1-0 to 18-6-6 zone;end vertical left exposed;C-C for members and forces& 101111111444
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ����-A S A. �i,,
3) Provide adequate drainage to prevent water ponding. `�� �`P A�e �•
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `%����•.%Cj,E NS••.1jL�i�
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 •• % F••• •- •
•
will fit between the bottom chord and any other members. • No 39380
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) •
10=127,7=105.
�o . --ate V" ; <v:
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
I
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A11-7473 rev.10/032015 BEFORE USE. mg
Design valid for use only with MITek4 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 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 Milek‘ ,
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,seeANSS/IPII Quad),Criteria,DSS-89 and CCl1Building Compon.nt 6904 Parke East Blvd.
Safety M/onnoMonavotlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ;
Job Truss Truss Type Qty Ply
T14432430
16023T0 T33 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:13 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-nEIdCNIhSSJnXnrhxgdzal gbmPfl6pwGLJ6LpCz1 keC
-1-4-0 4-7-12 9-0-0 14-1-0 18-5-4 23-1-0 24-5-0
1 1-4-0 1 4-7-12 I 4-4-4 1 5-1-0 4-4-4 4-7-12 1-4-0
Scale=1:42.3
6x6 11 7x10=
4 is 16 17 18 5
5.00 2 Re
1
i
4x5% 4x5
3 6
10.
2x4 II 14 19 4x5
7
CI
2
1 44, 8 co
I.
Y
13 12 11 10
9
4x5= 7x10= 4x5= 4x5=
2x4 ''I
9-0-0 14-1-0 22-2-101-01
9-0-0 5-1-0 8-1-10 10-6
Plate Offsets(X,Y)-- [5:0-4-4,0-2-4],[10:0-1-12,0-2-0],[12:0-4-12,Edge]
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.50 Vert(LL) -0.18 12-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.36 12-13 >718 180
BCLL 0.0 • Rep Stress Incr YES WB 0.59 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:133 lb FT=20%,
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:9-10.
REACTIONS. (lb/size) 13=958/0-5-8,10=1049/0-10-15
Max Horz 13=-92(LC 10)
Max Uplift 13=-145(LC 12),10=159(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-1092/258,4-5=-961/267,5-6=-1032/260,2-13=-278/162
BOT CHORD 12-13=-220/994,11-12—94/903,10-11=-127/799
WEBS 3-13=-1064/260,6-10=-1125/339
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 9-0-0,Exterior(2)9-0-0 to
13-2-15,Interior(1)13-2-15 to 14-1-0,Exterior(2)14-1-0 to 18-6-4,Interior(1)18-6-4 to 24-5-11 zone;cantilever 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 I I 11111/1
3) Provide adequate drainage to prevent water ponding. ,,��`I PS A. , , I i i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% r ••.••• 4e •j.
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 ,•NiNe .••\c E N S••.',i, e
will fit between the bottom chord and any other members. •• V F ••. I' or.
•6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = No 39380
13=145,10=159. •
•__� i .
*.iF • ORI •. •••\,
.
-•SSS;I iV AIe• C,%.
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
is, 1
A WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1O032015 BEFORE USE.
Design valid for use only with Miiek©connectors.This design is bused only upon parameters shown.and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicatlity of design parameters and properly incorporate tills design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSIJ7PII Quail)'Cil ,DSB-89 and SCSI Building CarnponM/ 6904 Parke East Blvd.
Safely Bnfamanomvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tana.FL 33610 1
Job Truss Truss Type 1 Oty Ply
714432431 •
16023T0 T34 Hip 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:14 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-FQJ?PjmJDmRe9xQtUN8C7ENoAp3irJ8PZzsvLfzl keB
12-1-0
-1-4-0 I 5-9-4 11-0-0 11-6- 17-3-12 23-1-0 24-5-0
i-4-0 5-9-4 52-12 b6-� I 5-2-12 5-9-4 1-4-0
06.8
Scale=1:42.4
3x6=3x5 H
3x6=
4 5 6
5.00 12
4.5
16 17 4x5
3 7
4x5% 15 16 4x5
8
2
v
El r
14 13 12 it10
2x4 I. 4x5= 7x10= 4x5= 2x4 II
12-1-0
5-9-4 11-0-0 11-6-$ 17-3-12 23-1-0
I 5-9.4 5-2-12 �g-� 5-2-12 5-9-4
0-6-8
Plate Offsets(X,Y)-- [4:0-3-0,0-2-41,(5:0-2-12,0-1-8],[6:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.04 12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.10 11-12 >999 180
BCLL 0.0 • I Rep Stress lncr YES WB 0.40 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:131 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 14=1004/0-5-8,10=1004/0-5-8
Max Horz 14=103(LC 10)
Max Uplift 14=152(LC 12),10=-152(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1308/254,3-4=-1048/256,4-5=-905/259,5-6=-905/259,6-7=-1048/256,
7-8=-1308/254,2-14=-948/280,8-10=-948/280
BOT CHORD 12-13=-184/1147,11-12=-142/1147
WEBS 3-12=-335/108,7-12=-335/108,2-13=-147/1059,8-11.146/1059,5-12=-32/451
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 11-0-0,Exterior(2)11-0-0
to 16-3-15,Interior(1)16-3-15 to 24-5-11 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for0%11111111.11�
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •0S A. /0,
3)Provide adequate drainage to prevent water ponding. %••
..p. • ' -S #1
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦s♦ .•.•‘G EN s•••'9 i
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 : 'S \ F•••,L/ i
•will fit between the bottom chord and any other members. • No 39380
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) •
14=152,10=152. -�
r y/ir40, '•CCC•
l
.41
•
•
Thomas A.Alban'PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/201S 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 use-the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiRek
Is always required for stabilty and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.sectoddi Ipf Quality CNMda,DS8d9 and BCS/Buldesg Component 6904 Parke East Blvd.
Safely k,onnafonavaliable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432432
16023T0 T35 Common 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:15 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-kdtOc3nx_4ZVn5?425fRfSvzOCPwamKZodbSt5z1 keA
-1-4-0I 5-9-4 5-11-0 11-6-8 17-2-0 1712 23-1-0 24-5-0
1-4-0 5-9-4 0-1-12 5-7-8 5-7-8 0- -12 5-9-4 1-4-0
Scale=1:41.6
5x6=
4
5.0012 tq 15
4x5 r::>: 4x5
3 5
00 1
•
16
4x5 13 4x5
2 6
v
M11 10 9
12 8
2x4 i I 4x5= 7x10= 4x5= 2x4
5-9-4 11-6-8 17-3-12 23-1-0
5-9-4 5-9-4 5-9-4 5-9-4 i
Plate Offsets(X,Y)-- [4:0-3-0,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.10 9-10 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 8 rda rVa
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS I Weight:132 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 12=1004/0-5-8,8=1004/0-5-8
Max Horz 12=-106(LC 10)
Max Uplift 12=-152(LC 12),8=-152(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1312/226,3-4=-1044/234,4-5=-1044/234,5-6=-1312/226,2-12=-948/270,
6-8=-948/270
BOT CHORD 10-11=-152/1153,9-10=-129/1153
WEBS 4-10=-34/458,3-10=-351/99,5-10=-351/99,2-11=-132/1070,6-9=-133/1070
NOTES- -
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 11-6-8,Exterior(2)11-6-8
to 14-6-8,Interior(1)14-6-8 to 24-5-11 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,`11111111111 j�
shown;Lumber DOL=1.60 plate grip DOL=1.60 %%��A S A l/,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,e' Op P;.•............
• . ��j�
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 �.r ,•' GEM 3•• '9� i,
will fit between the bottom chord and any other members. • •• \, F•••• •
00
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = No 39 380
12=152,8=152. =
�•• �- 7,.F : ,/
i 0 ' `�,• ,/i •k
c<` ORI
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1000312015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is bused only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must vedfy the appricabllty of design parameters and properly incorporate this design into the overall
briding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAMSUIPII Ovally ClNlb,DSB-49 and BCi Adding Component 6904 Parke East Blvd.
Sotaty kflplmaflonsvallabie from Truss Plate Institute-218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432433
16023T0 T36 Common Girder 1 2 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:17 2018 Page 1
I D:2wfj6cN6OIwY4YBHbx97HYylZgT-g??81 koBW hpDOO8SAW ivlt?GfO_R2ZHsGx4Zy_z1 ke8
5-11-0 11-6-8 17-2-0 23-1-0 i
5-11-0 5-7-8 5-7-8 5-11-0
5x6= Scale=1:41.8
3
Ilr
5.00 FIT
4x5 4x5
2 4
0 *
c;
,61
4x10% 4x10
5
1'
00lliP ` m
v
nn I-1 II ilii nn nnl1 . nn n1 nn, [:1 nn
11 12 9 13 14 15 B 16 17 718 19 20ItTL
106
JUS24 JUS24 7x6_ JUS24 JUS24 8x10= x6—JUS24 JUS24 7 _ JUS24 JUS24
5x10 MT20H —S- Sx10 MT2OHS=
JUS24 JUS24 JUS24
5-11-0 11-6-8 17-2-0I 23-1-0
5-11-0 5-7-8 5-7-8 5-11-0
Plate Offsets(X,Y)-- [3:0-3-0,0-2-4],[6:Edge,0-2-8],[7:0-3-0,0-4-4],[8:0-5-0,0-4-8],(9:0-3-0,0-4-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.13 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.26 8-9 >999 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:294 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins,
BOT CHORD 2x6 SP No.1 except end verticals.
WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-10,5-6:2x6 SP No.2,1-9,5-7:2x4 SP No.2
REACTIONS. (lb/size) 10=5071/0-5-8,6=4977/0-5-8
Max Horz 10=96(LC 7)
Max Uplift 10=-627(LC 8),6=-615(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-7625/966,2-3=-6139/817,3-4=-6139/817,4-5=-7533/955,1-10=-4249/555,
5-6=-4200/549
BOT CHORD 9-10=-126/875,8-9=-825/6974,7-8=-814/6889,6-7=-102/863
WEBS 3-8=-524/4334,4-8=-1558/233,4-7=-150/1071,2-8=-1658/246,2-9=-162/1159,
1-9=-735/6209,5-7=-726/6135
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. `,,�0111111/1////
11 U 111II,/,,
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,�O�PS A. , ',j,�
Webs connected as follows:2x4-1 row at 0-9-0 oc. �• e
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 `���� (,E N S• 92 i�
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. . • V •F••••
3)Unbalanced roof live loads have been considered for this design. No 39380
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411 eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
5)All plates are MT20 plates unless otherwise indicated. *
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13• _--m--- /
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 . l J LI;/Z
LL
Will fit between the bottom chord and any other members. i 0 '�- �� *. .
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • '�• N O R ,Q P`• ,`��
•
9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the die SS/• .... •1.`S N
left end to 20-10-4 to connect truss(es)to back face of bottom chord. /u//,11''`%.
10)Fill all nail holes where hanger is in contact with lumber.
Thomas A.Albani PE No.39380
LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
Continued on Daae 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/9312015 BEFORE USE. la
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual bolding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Wacing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wel(
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,seeANtVIMI Geary Crfata,DSI-89 and DCBulklIng Component 6904 Parke East Blvd.
Safety Irformalbnsvailabte from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432433
16023T0 T36 Common Girder 1
2 1Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:18 2018 Page 2
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-8CZW F4ppH?x4eYjfjDD8H4XRPQKgnOX?Ubg6UQz1 ke7
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-3=-60,3-5=-60,6-10=-20
Concentrated Loads(Ib)
Vert:9=-738(B)11.755(B)12=-755(B)13=-738(B)14=-738(8)15=-738(B)16=-755(B)17=-755(B)18=-755(B)19=-755(B)20=-755(B)
� I
WARNING-Vol&design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.lOJ03l2OIS BEFORE USE.
Design valid for use only with MITeke connectors.This design is based only upon txrameters shown,and Is for an lndMdual 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 ;�
building design. Bracing indicated Is to prevent buckling of kndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTele
is always requked tor stability and to prevent collapse wtth possible personal Injury and property damage. For general guldcnce regarding the
fabrication,storage,delivery,erection and tracing of muses and truss systems.seemd IMI pudgy Crfrib DSII!and Bad swam Compon.lt 6904 Parke East Blvd.
Safety IMoimalbmvallabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job I Truss Truss Type Qty I Ply
T14432434
16023to •T37 Common Supported Gable I 1 1 Job Reference(optional)
Building Component Supply.Jacksonville,FI 32256 8.220 s May 29 2018 MiTek Industries.Inc. Thu Jun 28 14:58:18 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-UuucSViap42oYT2o5uJKOCdPbSROLtMS?eFrLWz1kEp
I 1-9-7 1-11-1 9-9-15 I 17-8-15 17-1 P-9 19-8-0
1-9-7 0-1L9 7-9-14 8-0-1 0-�-9 1-9-7
5x6= Scale=1:36.9
8
Pl; 9
7
6.00 12 : : 10
326 33
5 r, I,i 11
• , 12
4
•
3 .Pi V 13
14
2
1 rr 15
16
a � p .N
1i:
o c a o Cl o a a a o o' a � - to
31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
6x6= 4x6=
I-- 19-8-0
19-8-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 17 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:126 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection,in accordance with Stabilizer
I Installation guide.
REACTIONS. All bearings 19-8-0.
(Ib)- Max Horz 31=-80(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)31,17,25,26,27,28,29,30,23,22,21,20,19,18
Max Gray All reactions 250 lb or less at joint(s)31,17,24,25,26,27,28,29,30,23,22,21,20,19,18
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=2ft;Cat.
II:Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-1-12 to 3-0-15,Exterior(2)3-0-15 to 9-8-15,Comer(3)9-8-15
to 12-8-15,Exterior(2)12-8-15 to 19-6-4 zone;C-C tor members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 000111111114.
Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. ,� S A. l
4)All plates are 2x4 MT20 unless otherwise indicated. `% o''P q�SI "Ij�
5)Gable requires continuous bottom chord bearing. �� G E•N '9 i
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). : 'S ••\,� SF•••• ,L' ��
7)Gable studs spaced at 1-4-0 oc. No 39380
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)31,17,25,26,27, 7,:.-0 t : Z.
28,29,30,23,22,21,20,19,18. • • ',�_�/ * • <(/
• P.
•QT••A::•1ii. — •'
• c,\, ., ., .v �. �
-.1/1/111111111
Thomas A.Albans PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
mit ,
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M@-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with MITekS connectors.this design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
balding design. Bracing Indicated Is to prevent buckling of individual truss web and/nor chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSWPII Qually Ctietltb,DSB- 5 and SCSI/Uldip Component 6904 Parke East Blvd.
Safety i,Mtmattom vdloble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type `Qty Ply
714432435
16023T0 T38 Common 7 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:21 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-YnEft6riawJeVOSEPLmrvj9ypdKw_Q6RAZ2m51z1 ke4
5-0-3 9-8-15 14-6-11 19-8-0
5-0-3 4-8-11 4-9-13 5-1-5
5x6= Scale=1:38.0
3
6.00 7
10 11
4x5
2
4x5
4
0.4 ��
12
2x4 II
iiiidliiii
•
2x4 II
1NNE 5
m
ga
DM 7
841x5= 6
7x10= 4x5
9-8-15 19-8-0
9-8-15 9-11-1
it
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.18 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.37 6-7 >623 180
BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 j Code FBC2017/TP12014 Matrix-MS Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size) 8=775/0-5-8,6=775/Mechanical
Max Horz 8=-80(LC 10)
Max Uplift 8=86(LC 12),6=-86(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-833/196,3-4=-835/195
BOT CHORD 7-8=-142/814,6-7=-148/835
WEBS 3-7=-48/459,2-8=-848/192,4-6=-840/197
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,interior(1)3-1-12 to 9-8-15,Exterior(2)
9-8-15 to 12-8-15,Interior(1)12-8-15 to 19-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,11111111111/,
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 `O-A S A. i1e
will fit between the bottom chord and any other members. �•
• . • q,..6i.
,e ,
5)Refer to girder(s)for truss to truss connections. •:‘ se .••‘CENS'• l4 '
,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. •• \ F•'•• •
No 39380
• • *
T.-0 �'►i .Q=
1111111
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa ft 33610
Date:
June 28,2018
I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.IONY101S BEFORE USE. M. i
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 use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' i
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,seeAfillJ7MI Ovally°Ma,DSI-89 and ICS Sliding Compon4Mtf 6904 Parke East Blvd.
Safely hVennatfo svdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432436
16023T0 T39 Common 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, • 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:22 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-Ozo14SsKLDRV691Qy3H4Swi7MlgcjuhbPDoKdBzlke3
4-9-11 9-3-15 14-1-11 19-3-0
4-9-11 4-6-3 4-9-13 5-1-5
5x6= Scale=1:37.8
3
r7
6.0012
10 11
4x5 4x5
2 4
12
2x4 11 2x4
1 5
4x5= 7 6
7x10= 4x5=
9-3-15 19-3-0
9-3-15 9-11-1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.19 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.39 6-7 >590 180
BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:106 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=758/Mechanical,6=758/Mechanical
Max Horz 8=-79(LC 10)
Max Uplift 8=-84(LC 12),6=-83(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-797/192,3-4=-803/190
BOT CHORD 7-8=-125/745,6-7=-145/811
WEBS 3-7=-47/437,2-8=-827/180,4-6=-810/194
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-3-15,Exterior(2)
9-3-15 to 12-3-15,Interior(1)12-3-15 to 19-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `II11111111/1j1
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 O�b S A. .i ��,,�'
will fit between the bottom chord and any other members. -• I?:
5) Refer to girder(s)for truss to truss connections. ' G E N g'• '9,y
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. V F•••.
No 39380
•
cC\ • •
� R \O • ••
1111111
Thomas A.Albans PE No.39380
MfTek USA.Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.101032015 BEFORE USE.
Design valid for use only with MllekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not
a truss system.Before use,the building designer must vedfy 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 wtth possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIP1I Quay Canna,051.19 and SCSI adding Component 6904 Parke East Blvd.
Softly Inlomfallonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
714432437
16023T0 T40 Common 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:24 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-zLwnV7tatrhDMTBo4UKYXLnSprOcBnattXHQi4z1 ke1
5-0-3 9-8-15 14-6-11 19-8-0
5-0-3 4-8-11 4-9-13 5-1-5
5x6= Scale=1:38.0
3
6.0012
11 12
4x5 4x5
2 4
"a 441
10 13
2x4 II
2x4 II
1 5
a y
--
!.6.......M.666666666666!'..
9 8 6
4x5= 7x10= 4x5
3-2-0 9-8-15 19-8-0
3-2-0 6-6-15 9-11-1
Plate Offsets(X,Y)-- (6:0-2-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.23 6-7 >852 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.46 6-7 >419 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.60 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 9=700/3-5-8,6=760/Mechanical,8=90/0-3-8
Max Horz 9=-80(LC 10)
Max Uplift 9=-119(LC 12),6=-92(LC 12)
Max Gray 9=700(LC 1),6=760(LC 1),8=170(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-796/211,3-4=-798/211
BOT CHORD 8-9=-158/777,7-8=-158/777,6-7=-160/809
WEBS 3-7=-62/398,2-9=-880/178,4-6=-793/217
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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-8-15,Exterior(2)
9-8-15 to 12-8-15,Interior(1)12-8-15 to 19-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 S�,0111111i/1i,'
plate grip DOL=1.60 ` wn^S A. /,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��' c !"..•••••446 l
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 A•� .••%( E N S•••'9 •,
will fit between the bottom chord and any other members. •• V F ••,1% °
5)Refer to girder(s)for truss to truss connections. N O 39380
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)
9=119.
�•• �� �.F `<L/�
i 0••• `J._moi •<L/
•
/►11111
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R.33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.104632015 BEFORE USE.
111
Design valid for use only with MITek®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 polar and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord morel.,ers only. Additional temporary and permanent bracing Mask
lek
Is always required for stability and to prevent collapse w th possible personal Inkury and property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVI II QuaNyC/Iida,DSS-89 and SCSI Balding Compononl 6904 Parke East Blvd.
Sanely ipbrmaSknovdtable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
IJob Truss Truss Type !Qty Ply
1 T14432438
16023T0 T41 Common 110 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:25 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-RYUAjTuCd8g4_dm?eBrn3ZKcJEgbwKO15B0_E W z1 ke0
I
5-2-1 10-4-1 17-1-0
5-2-1 5-2-1 6-8-15
5x6= Scale=1:37.5
4
n
6.00 12 15
14
16
4x5 i
3 4x5
-), vioNssil% 5
`9 13iii • �1
5x6
2
1 ' a
N
c I aill
�r
M
IMI 8 7 ._.
62x4 I I
4x10 I I 2x4 I I 7x10=
5-2-1 10-4-1 17-1-0
5-2-1 5-2-1 6-8-15 I
Plate Offsets(X,Y)-- 11:0-2-12,0-0-51,[5:0-2-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.05 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 6-7 >999 180 i
BCLL 0.0 * Rep Stress lncr YES WB 0.24 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:94 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x8 SP No.2 1-6-0
REACTIONS. (lb/size) 1=678/0-5-8,6=678/0-5-8
Max Horz 1=73(LC 11)
Max Uplift 1=-70(LC 12),6=-80(LC 12)
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-912/184,3-4=-623/166,4-5=-646/160,5-6=-618/177
BOT CHORD 1-8=-157/756,7-8=-157/756
WEBS 4-7=0/256,5-7=-47/472,3-7=-338/112
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-4-1,Exterior(2)10-4-1 to
13-4-1,Interior(1)13-4-1 to 16-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,00111111/11.
DOL=1.60 ,O-* S A. ,'
3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. I ' P /Vile,
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 s% Ne ••'�G E•N g•• ,�
will fit between the bottom chord and any other members. V - •••
•5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6. N O 3 9380
L13 * :fr:
i„,
, ? �•
', �ti0R \ `
eel 0 N AI- OSS
14/11111110
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6694
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,201E
a WARNING-Wary design paranretera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/032015 BEFORE USE. mill.
Design valid for use only with MiTek®connectors.Ihis design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate tris 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 MiRek'
is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Qually Walla.DS11d9 and IICII adding Compondn/ 6904 Parke East Blvd.
Safety hfnnallonavdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type l Oty Ply
T14432439
16023T0 T42 Common Supported Gable .1 1 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:27 2018 Page 1
ID:2wlj6cN6QIwY4YBHbx97HYylZgT-Nwbw89wT9m4oDxvNlctF8_P5E2bVOHtKZVV5JOz1ke_
10-4-1 17-1-0 I
10-4-1 6-8-15
5x6= Scale=1:35.8
9
B A 10
6.00 .
IN I.:ir.IiI13x6
.......19 I i 6x6=
17-1-0
17-1-0
Plate Offsets(X,Y)-- [28:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 15 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:115 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 17-1-0.
(Ib)- Max Horz 28=72(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)28,15,21,22,23,24,25,26,27,19,18,17,16
Max Gray All reactions 250 lb or less at joint(s)28,15,20,21,22,23,24,25,26,27,19,18,17,16
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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-4-1,Comer(3)10-4-1
to 13-4-1,Exterior(2)13-4-1 to 16-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,,SII I U I I1��11
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4%�--AA S /!t• �I�
4)All plates are 2x4 MT20 unless otherwise indicated. `% C I '..••• Ade /%0001
�
5)Gable requires continuous bottom chord bearing. ,���� .•'�(,E N S'•.14,1°,�
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ‘..• / do
7)Gable studs spaced at 1-4-0 oc. NO 39380
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,15,21,22, "O Lr
23,24,25,26,27,19,18,17,16. ...1). ,• 4(/`
•
••d'S+�ONA-�
-,to•
X11111
Thomas A.Albans PE No.39380
Mak USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
N
mit
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/032015 BEFORE USE.
Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an hiddual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Cando,D911-89 and BCSI Building Compon•nf 6904 Parke East Blvd.
Sably Wamra/bnivdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432440
16023TO T43 COMMON GIRDER 1 1
l Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:29 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-JJjgYrxjhNKW SE3mt1 vj EPUNOs3Fs3RdOp_BMHz1 kdy
4-0-0 7-11-8
4-0-0 I 3-11-8
4x5 I I Scale=1:20.9
3
6.00 12
5x6
I�
i 5x6
IMO
Illgll°jllI
4
2
1 ` 5
1111
1 9
ball 15 6 16 17
N� JUS24 3x6 II JUS24 JUS24
5x12 I I
JUS24 5x12 i'.
4-0-0 7-11-8
4-0-0 I 3-11-8
Plate Offsets(X,V)-- [1:0-5-8,Edge],(5:0-9-1,Edge],(6:0-4-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 6-13 >999 240 i MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.06 6-13 >999 180 I
BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:45 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0
REACTIONS. (lb/size) 1=1569/0-6-0,5=2021/0-5-8
Max Horz 1=33(LC 24)
Max Uplift 1=-195(LC 8),5=-253(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-1860/256,3-5=-1842/254
BOT CHORD 1-6=-185/1615,5-6=-185/1615
WEBS 3-6=-176/1466
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional);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. ,,r,11%l11111/j1_
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 4%� S A. iii
will fit between the bottom chord and any other members. %•%( .........4e �I,�
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) :%? •.• ,E S�• v1, ••�
1=195,5=253.
6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the No 39380 9380
left end to 6-7-12 to connect truss(es)to front face of bottom chord. • •
7)Fill all nail holes where hanger is in contact with lumber.
8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard1:::.°°°131 ..111.., �/�� %. ;•�[/
1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 I��!'� ���
Uniform Loads(plf) , • P• •�
II—
Vert: 1-3=-60,3-5=-60,7-11=-20 , c. •••• R ,• �? %�
ConcentVert�6�738(F)ads )15=-738(F)16=-738(F)17=-738(F) � I,, A� ANN`
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
__ 1
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE!!REFERANCE PAGE MN-7473 rev.10/03/1015 BEFORE USE. is-
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 use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSL/IPl1 Quay Climb,DS/d9 and BC31 luedblp Component 6904 Parke East Blvd.
Safety Nllonnallolfuvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432441
16023T0 T44 Common 2 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:30 2018 Page 1
I D:2wfj6cN6Q IwY4YBHbx97HYylZgT-nVH2m ByLShSN4OeyQkQymc 1 XyFaObeamFTkl ujzl kdx
3-11-8 7-11-0
3-11-8 3-11-8
4x5 I I Scale=1:20.9
2
6.00 FIT
8 r1 9
3x4
7 10 33x4 I I
1
� o
PI
114-
r r r
6 , 4x5= ►
2x4 11 2x4 II
3-11-8 7-11-0
3-11-8 3-11-8
Plate Offsets(X,Y)-- [1:0-1-12,0-1-8)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 5-6 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:36 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=305/0-5-8,4=305/0-5-8
Max Horz 6=-31(LC 10)
Max Uplift 6=-34(LC 12),4.34(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-296/121,2-3=-302/122,1-6=-257/132
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-8,Exterior(2)
3-11-8 to 6-11-8,Interior(1)6-11-8 to 7-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This
fits truss has ha the been
designed chord for
a live otherad of 20.0psf the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,`�`A,PS 1 A►ri,,,
willA.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. N%`0 . Si e
� •' ENS•••
.9�. '.
No 39380
'13 • .� :(VLA
��N AL C�
•
'1.1;"7,6;
Thomas A.Albant PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.1010312015 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 use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek(
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Qualify Orono,D58-09 and 8CS/Sinding Component 6904 Parke East Blvd.
Safely hfoimalbnsvaltable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
I T14432442
16023T0 T45 Common Supported Gable 11 j
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:31 2018 Page 1
ID:2wfj6cN6OIwY4YBHbx97HYylZgT-GirRzX2ZD_aEiYD9_SyBJganTfzJK52vU7TIRAz1 kdw
3-11-8 7-11-0
3-11-8 3-11-8
4x5 I I Scale=1:18.5
4
6.00 112p 17
16
11111N41111111111111 „
I 3
6
2 18
iii
15 3x8 I I
El 7
•
1 •
LI
111411w
IIIII&11 co
II w w w ■ III 6
14 13 12 11 10 9 9
3x8
7-11-0
7-11-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 ' j Rep Stress lncr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 j Matrix-R Weight:36 Ib FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 7-11-0.
(lb)- Max Horz 14=31(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)14,8,12,13,10,9
Max Gray All reactions 250 lb or less at joint(s)14,8,11,12,13,10,9
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-11-8,Comer(3)3-11-8
to 6-11-8,Exterior(2)6-11-8 to 7-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,`t��i l i l i t Ill,e,
4)All plates are 2x4 MT20 unless otherwise indicated. sOMPS A. 4 ,_
5)Gable requires continuous bottom chord bearing. s% B
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ♦��� .•• Ci E Ns•-.1,/_'•,
7)Gable studs spaced at 1-4-0 oc. • \' �i
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • i
9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
No 39380
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8,12,13,10, •
-33
O•. Wit; ,4
•
��iF • . 0R \V.. 'S
,,e o' N A-Iiiiiiii�E CS�♦
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
N
MN
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1010312015 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 use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
k 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.seeMdSI//Pfl Quail)'Club.DSB-89 and 8CSI Bolding Component 6904 Parke East Blvd.
Safety Intomrafonovaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type 1 Qty Ply
T14432443
16023T0 VO1 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:32 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYy1ZgT-kuPpBt_b_Ii4JioLY9TQr16w331J3Yz3inDszczl kdv
6-7-8
6-7-8
2x4 I Scale=1:18.9
3
5.00112 •
2x4 H 7
2
6
1 r—
1
5 4
2x4 = 2x4 H 2x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 4=124/6-7-5,1=60/6-7-5,5=333/6-7-5
Max Horz 1=79(LC 12)
Max Uplift 4=-22(LC 12),5=-59(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-3 to 3-0-3,Interior(1)3-0-3 to 6-5-12 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5. `,��I l �
6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. ,,,0% p,S A. A 1 1
•
No 39380 •
(\6•,•••. 0R �
`1/ 'O N A\-� s‘��
Thomas A.Aibani PE No.39380
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
r
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE M11-7473 rev.10/03/1015 BEFORE USE. legt
Design valid for use only with MiTek8 connectors.tris design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII QualyCIeM,DSI-89 and 8CS1 Budding Component 6904 Parke East BNd.
Safety Intotmattbnavdiabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432444
16023T0 V02 Valley 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:33 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-C4zB0C_DIcgxxsNX6t_f0Ff2sTbTo?8CxRyPV2z1 kdu
5-5-0
5-5-0
Na I Scale=1:14.5
2
5.00 12
4
cf
i o
o :::•::i:00.•.•00:..;:..;.•.•.•:.•i O;OOO;O.•.❖.•.'.;.❖:.;.❖.5;.•.;SOP�BOO.;.;.❖.;.;.;.•:.;.•.•s4;.•:.;OOO.❖.•.•.❖.;�
........:•.❖:•:•:❖:❖:•.❖:•.❖:•:❖:❖:•.•:❖:•.❖:•:❖::• :•:•.❖:•:•.❖.•.❖:•.•.❖::•.:❖.:•.❖:•.❖:❖.❖:•.❖:•:•:•:•::•:❖.
3
2x4 2x4 I I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=181/5-4-6,3=181/5-4-6
Max Horz 1=55(LC 12)
Max Uplift 1=-9(LC 12),3=-31(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 5-3-4 zone;C-C for members
and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3.
;ow_ ........
•
•
No 39380
11r
freeti .:44/
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with MITekS)connectors.This design is based only upon parameters shown,and is for an individual buNding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MWTek'
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,seeAMSI/IPll Quallly Crhda,058-89 and SCSI Building Component 6904 Parke East Blvd.
SafeetyhltoanaIonovaliable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type r Qty Ply
i T14432445
16023T0 V03 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:34 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-gHW ZcY?sW vyoZ?yjtaVuxSCHhtzVXSOMA5iy1 Uzi kdt
3-5-0
3-5-0
Scale=1:9.9
2
2x4 II
5.00 12
111
1 ■
y 0.0::.•.❖.❖..❖.•..❖.❖.:❖O.0:::::::..❖.•.❖.❖.❖.•.:POO::.❖.•.❖.❖.❖.•..❖.•.:000.
3
2x4 2x4 I I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 rite n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:11 lb FT=20%
I I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=101/3-4-6,3=101/3-4-6
Max Horz 1=31(LC 12)
Max Uplift 1.-5(LC 12),3=-18(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3.
No 39380
7:1:13
1.
i: ; 'ONA� CSS.
Thomas A.Aibani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103!2015 BEFORE USE.
Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an IndMdual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;�
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent 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/IPII OuaIy CiHNIa,DSS-89 and SCSI Building Component 6904 Parke East Blvd.
Safetyfnfotmatlonavdiabie from Truss Plate Institute.218 N.Lee Street,Sulie 312,Alexandria,VA 22314. Tampa.FL 33610
Job I Truss Truss Type i Qty Ply
i T14432446
I
16023T0 VO4 VALLEY 11 1 I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:38 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-Y2m4Rw2Ma8SE 1 d FVuQag5lMrnU KnTCpx5igABGz1 kdp
-1-4-05-8-8
1-4-0 I 5-8-8
2x4 ll Scale=1:44.2
5.00,12 4
I
2x4 II 1
3x4 8 3
2
1 l I
u;
v
'
I
IIrro II ■
7 6 5
2x4 I I 5x6= 2x4 I
Plate Offsets(X,Y)-- 16:0-3-0,0-2-121
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 1 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) -0.00 5 n/a n/a I
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 7=135/5-8-8,5=128/5-8-8,6=263/5-8-8
Max Horz 7=203(LC 12)
Max Uplift 7=-169(LC 10),5=25(LC 12),6=-469(LC 12)
Max Gray 7=394(LC 12),5=164(LC 17),6=490(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-7=-730/377
WEBS 2-6=-465/745
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-8-8,Interior(1)1-8-8 to 5-6-12 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. ,,k%iI llIIIIA,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O_A S A <�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 „S' P ,. e i
will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,���� ,•' (',E A%S•• �� i�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) • F•••, •
7=169,6=469. No 39380
= * )1J r
.,,�ipNA;E0��`�
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
t. N
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MeV
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.seeANSjIPI1 QuaSIyCIMrla,05949 and SCSI Bolding Component 6904 Parke East Blvd.
Safely B,(onno/bn'uvailable from Truss Plate Institute.218 N.Lee Street.Suite 312•Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type i Qty Ply
T14432447
16023T0 V05 VALLEY 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:38 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-Y2m4Rw2Ma8SE1 dFVuQag5lMuBUKnTDgx5igABGz1 kdp
-1-4-0 5-8-8
1-4-0 5-8-8
2x4 I I Scale=1:39.4
5.00 j 12 4
i
2x4 II
3x4 8 3
2
1 \
1
7 6 52x4
2x4 I I 3x4=
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.33 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 1 n/r 120 I
BCLL 0.0 • Rep Stress lncr YES WB 0.17 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:47 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (ib/size) 7=135/5-8-8,5=128/5-8-8,6=263/5-8-8
Max Horz 7=184(LC 12)
Max Uplift 7=-i07(LC 10),5=-24(LC 12),6=-367(LC 12)
Max Gray 7=292(LC 12),5=164(LC 17),6=444(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-7=-568/263
WEBS 2-6=-352/585
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=l Olmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-8-8,Interior(1)1-8-8 to 5-6-12 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``, % I W W W 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 S%•_t� CJ` A. ii
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4,s Qr`.. g4.e ��i,
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) `,�•'�••• G E N d•• 94//,,
7=107,6=36T % •
No 39380
* • —
30 :CCE
:�� - # :�:
;o•• tis, •u,.
•
•••' F •. ORm. 1. C? .•
•
,iie 8/0i.NAVts',
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
•
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekr connectors.This design is based only upon parameters shown,and is for an individual landing component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quaay C,EIIB,DSB-89 and BCS/Buldevg Component 6904 Parke East Blvd.
Safety Into,maBonavdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job I Truss Truss Type II Qty Ply
T14432448
16023T0 V06 VALLEY 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:40 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-VQugsc4c51jyHwPtOrcIAjSHsH?Dx81 EYO9HF8z1 kdn
-1-4-0 5-11-11
1-4-0 5-11-11
2x4 Scale=1:35.3
4
5.00 12
2x4 'I
8 3
3x4.
2
7 6 5 2x4
2x4 3x4=
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 1 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 7=150/5-11-11,5=128/5-11-11,6=269/5-11-11
Max Horz 7=168(LC 12)
Max Uplift 7=-34(LC 10),5=-24(LC 12),6=-248(LC 12)
Max Gray 7=171(LC 12),5=165(LC 17),6=397(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-7=-362/129
WEBS 2-6=-229/398
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 5-9-15 zone;end vertical
left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. x+11 Il g
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 ,%O,A PS A. q� ,♦♦
will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� r, e
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5 except(jt=lb) ``•%1� ..'\C E N S..qiL•
•
•/♦♦�
6=248.
No 39380 •
•
♦♦ t(` 0R1 -.•
♦♦11S110NAk- .%
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1043/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component.not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabiicatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIMI amity C,Mda,DS11-89 and SCSI Bolding Component 6904 Parke East Blvd.
Safety pr/enna/bnavdtable horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty IPly ' I
T14432449
16023T0 V07 VALLEY 11 1 ,
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:41 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-zd R D4y5Fs3rpu4_4aY7Xjx_SDhLIgcBOng ugnbz t kdm
-1-4-0 3-1 1-8 7-1-11
' 1-4-0 ' 3-11-8 3-2-3
3x6= Scale=1:26.4
2x4 I
5.00 12
2x4 I 4 5
3 � I
r-
9 J
9
3x4
2
1 fro
I I J
8 7 10 62x4 '
2x4 3x4=
7-1-11
7-1-11
Plate Offsets(X,Y)-- 14:0-3-0,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LAI PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 1 Nr 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 1 n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 I Matrix-S Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=213/7-1-11,6=137/7-1-11,7=291/7-1-11
Max Horz 8=127(LC 12)
Max Uplift 8=-12(LC 8),6=-32(LC 8),7=-105(LC 12)
Max Gray 8=213(LC 1),6=173(LC 18),7=334(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 3-11-8,Exterior(2)3-11-8
to 6-11-15 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) 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. 0‘0111111/1,_
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 `O_*•S A < ,'
will fit between the bottom chord and any other members,with BCDL=10.Opsf. %•� r 4.1/1,e •
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6 except(jt=lb) ••N Ne •••fir;,E Ns•••4//L •
7=105. • V ' ••. % l
6)Non Standard bearing condition. Review required. Zo No 39380
'11IQ/0NAm1 \toNN
Thomas A.Alban)PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
t I
......
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekd connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek*
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII QuallyCsI tb,058-89 and SCSI Duldi g Component 6904 Parke East Blvd.
Safety b*m,alonovallabie from Truss Plate institute,218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply
TI4432450
16023T0 V08 ROOF SPECIAL GIRDER 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:42 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-Rp?bHH5tdNzgW EZG7GemF8Xc?5hzP3aX?KeNK1 z1 kdl
-1-4-0 1-11-8 8-3-10
1-4-0 1-11-8 l 6-4-2
Scale=1:18.3
3x6=
2x4 H 2x4 I
5.00 FIY 9 3 4 10 11 5
t r —
3x4 c----. L i
—
2
�,
1 1
•J J
e_.._.!e2_E2_e23!elle_.3.._QQ:!.!.._i•_�_i•!2333_:_.33.._.33l._.!.!.lea'•_e._23l2_QQe.le':_._.3lle!.!•!.!a•Q2i23ee33_.33!._.!.!.!:;233l:•:.
8 7 6
2x4 i' 3x4 r 2x4 I',
8-3-10
8-3-10
Plate Offsets(X,Y)-- (3:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 rIr 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 1 n/r 120
BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:41 lb FT=20%
I r
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=254/8-3-10,6=131/8-3-10,7=348/8-3-10
Max Horz 8=84(LC 12)
Max Uplift 8=-54(LC 12),6=-31(LC 8),7=-84(LC 9)
Max Gray 8=254(LC 1),6=132(LC 22),7=348(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 4-7=-258/173
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 1-11-8,Exterior(2)1-11-8
to 6-2-7,Interior(1)6-2-7 to 8-1-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 ,`0%111111/Hi��
3)Provide adequate drainage to prevent water ponding. s% OP PS A. , I,�''
4)Gable requires continuous bottom chord bearing. %% r` e ,
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� .••�G E Ns•••q/L '.
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 . ***0 F•••. / •
will fit between the bottom chord and any other members. • • i
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6,7. N O 39380
,'O • •Q�
R-4:9.11'...
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa R.33610
Date:
June 28,2018
mll
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAIMSI/►PI►Quality Cdhda,DSB-89 and SCSI Buldhtg Component 6904 Parke East Blvd.
Safety kr/dm tlonavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432451
16023T0 V09 GABLE 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:43 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-v?ZzVd6VOg5X808Shz9?oM3gkV3 W 8W LgE_NxsTz1 kdk
9-0-0 I
9-0-0
Scale=1:16.8
1 2 3 17 4 5 18 6 7 81
i — —
L — —
H - • '
16 15 14 13 12 11 10 9
9-0-0
9-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.02 j Horz(CT) 0.00 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight:32 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 9-0-0.
(Ib)- Max Uplift All uplift 100 lb or less at joint(s)16,9,15,14,13,12,11,10
Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)will•T fiit trussbetwhan s
sig herd for
a liveany other ort2e0.0�t n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,,`k,t�S I A►Il/l.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,9,15,14,13, ..• rwr-.........: & 1,j,
12,11,10. ��`,r\`C' •••\GENS•• "7// 'i
No 39380
S
.1•. 'CC
%.E IZU:
:O••. `,- moi '<v:
0.
F
Thomas A.Albans PE No.39380
MITek USA.Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
__
0 WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/032015 BEFORE USE. la
Design valid for use only with MITeklt)connectors.this design Is based only upon parameters shown.and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k
Is always required for stability and to prevent collapse with possible personal inpay and property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPIl QuallyC/hrb,DSI-119 and DC9 adding Compon.nf 6904 Parke East Blvd.
daddy Wonnaaanovaltable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tarrpa,FL 33610
Job I Truss I Truss Type 01, Ply
T14432452
16023T0 V10 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:44 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-NC7Liz779_DNIYifFghELZc?SvPstzsgTe7UOvz1 kdj
1-1-13
1-1-13
Scale=1:11.6
2
2x4
18.00
I
■
63
2x4 // 2x4
� I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - rVa 999
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=29/1-1-10,3=29/1-1-10
Max Horz 1=32(LC 12)
Max Uplift 3=-27(LC 12)
Max Gray 1=29(LC 1),3=42(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 00111111M.,_'
•
' e GENS'•.'T '°
No 39380
11r •
p'• co" jfF :• 42/
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITeke)connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
braiding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPII Quality Caletb,1368-09 and 8CSI Bolding Component 6904 Parke East Blvd.
Salify Iltommt/onwallable from Truss Plate institute,218 N.Lee Sheet,Suite 312.Aiexandrla,VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty Ply
T14432453
16023T0 V11 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:44 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-NC7Liz779_DNIYifFghELZc?svPhtzsgTe7UOvz1 kdj
1-8-7
1-8-7
Scale:3/4'=1'
2x4 II 2
18.00 FIT ,
1
•
. _
3
2x4 I/ 2x4
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 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=51/1-8-5,3=51/1-8-5
Max Horz 1=56(LC 12)
Max Uplift 3=-47(LC 12)
Max Gray 1=51(LC 1),3=74(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat.
11;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 001111W/4_
1.
No 39380
yt •
•
.:°:21.:(Ne.e., N
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M9.7473 rev.10/032015 BEFORE USE.
Design valid for use only with MITekD connectors.this design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent 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 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IPNi QuaNyC,Nda,051.19 and SCIIIuildi g ComponM/
Salify k,Io ma/b,Yuvdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply I 714432454
16023T0 V12 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:45 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-rOhjvJ8lwl LE NiHrpOCTtn99hl ldcQ6zi ls2wMz1 kdi
2-3-2
2-3-2
Scale=1:20.1
2x4 II 2
18.00 12
v - •
3
2x4
2x4
i I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 ! Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=74/2-2-15,3=74/2-2-15
Max Horz 1=80(LC 12)
Max Uplift 3=-68(LC 12)
Max Gray 1=74(LC 1),3=106(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ♦♦`♦`,_,A,P I I 111811,',,,
i
•-,••�,�G E NSF ••'Li :
• No 39380
1k
-33 "0.1.11iris1740,14-'
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN51/IPII Qua11yCdterta,DSB-19 and BCS/BUlding Component 6904 Parke East Blvd.
Sa/dy WeikIattanavallable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
TI4432455
16023T0 V13 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:45 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-rOhjvJ 81wl LENi HrpOCTtn97011BcQ6zi ls2wMz1 kdi
2-9-13
2-9-13
Scale=1:24.4
2
2x4
18.00 rti
5555555555555555555555559
a �
2x4// 32x4 I I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=96/2-9-10,3=96/2-9-10
Max Horz 1=104(LC 12)
Max Uplift 3=-88(LC 12)
Max Gray 1=96(LC 1),3=138(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4fh Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ,,11111 11111 j_
CS.
E
4.
?1-1:1:4/1:3°‘
No 39380
-0•„ -H-,0"*._ •
Thomas A.Alban)PE No.39380
MITek USA,Inc.R-Cert 6634
6904 Parke East Blvd.Tampa R-33610
Date:
June 28,2018
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.this design is based ordy upon parameters shown,and is for an individual budding 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
budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA111S1/1Pt1 Quality Cried%DSD-89 and SCSI Building Component 6904 Parke East Blvd.
Safety brtennattonavdlabie from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tanya,FL 33610
Job Truss Truss Type Qty Ply
T14432456
16023T0 V14 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:46 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-JaF67f9NhbT5?rs1 M5jiQ_hHRi3sLtM7wycbTozl kdh
3-4-7
3-4-7
Scale=1:28.6
2x4 I I 2
18.00 12
I •
2x4// 3
2x4 11
I '
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=118/3-4-5,3=118/3-4-5
Max Harz 1=128(LC 12)
Max Uplift 3=-109(LC 12)
Max Gray 1=118(LC 1),3=170(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ` �1111111111g
3=109. ,,•%% �p,S A. A
. o'•\GENS• •:9�,''
•
No 39380
• *
•
-143 ice/ itr
ty
•• •
0R \o.••c '
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M4-7473 rev.1012312015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual buiding component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for 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/IPII CuaNyC,Mda,058-19 and 8CS1 guiding Component 6904 Parke East Btvd.
Solely pdonnattonovallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432457
16023T0 V15 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:47 2018 Page 1
ID:2wf16cN6QIwY4YBHbx97HYyIZgT-onpUK?9?Svbyc?RDwpExyCEPz6004KcG9cL8?Ez1kdg
3-11-2
3-11-2
Scale=1:32.7
2x4 2
g
4
18.00 12
1
.• ■'
2x4// 3 2x4
I �
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 i BC 0.14 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=140/3-10-15,3=140/3-10-15
Maxfiorz 1=152(LC 12)
Max Uplift 3=-129(LC 12)
Max Gray 1=140(LC 1),3=202(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-243/261
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 3-9-6 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
5)wil fit between the
ttom chord and any
her
Prlovide echanicaconnection others)tof tr ss members.
bearingplate capable of withstanding100 lb uplift at joints except t=lb ,,,.011111111/11_''
3=129. (by aP P 1 O P G ) ,,`• NS A. q�6
No 39380
1k •
• •
v.•
•.< 0RP ��.'
.0%
Thomas
Thomas A.Alban(PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
� I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10A13/201S BEFORE USE.
Design valid for use only with MITekS connectors.TNs 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 applicablity of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Cualfy CAMtlo,DSB.49 and ACS/Bolding Comporting 6904 Parka East Blvd.
Sanityhttmafonavdiable from Truss Plate Institute,218 N.Lee Street.Suite 312•Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432458
16023T0 V16 Valley 1 1
,Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:47 2018 Page 1
ID:2wfjecN6QIwY4YBHbx97HYyIZgT-onpUK?9?Svbyc?RDwpExyCENE6NY4KcG9cL8?Ez1kdg
4-5-13
4-5-13
Scale=1:36.9
2x4 I 2
4
18.00 12
1
i i
2x4// 32x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid j PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999
BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=163/4-5-10,3=163/4-5-10
Max Horz 1=176(LC 12)
Max Uplift 3=-150(LC 12)
Max Gray 1=163(LC 1),3=233(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-282/228,2-3=-282/302
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 4-4-1 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
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
5)wid
her
bers.
Prll fit between the ovide mechanical bttom chord y others)tof truss tlo bearingplate capable of withstanding100 lb uplift at joint(s)except(jt=lb) �� "„""1,�/Ii
t y aP P P , k'p,S. A. 4041,0
I
3=150. s• Q
No 39380 •
•
101.111119,00/10 Z
v
%Si
S •
0 N A ,`NS
Thomas A.Alban)PE No.39380
MiTek USA,Inc.Ft.Cart 6634
6904 Parke East Blvd.Tampa R.33610
Date:
June 28,2018
� I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/9311015 BEFORE USE.
Design valid for use only with MITeke connectors.1hls design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN1V/P/1 QualtyCshIb.DSB-89 and BCS/Belding Component 6904 Parke East Blvd.
Safely brtomlaSotr vdiable from Truss Plate Institute,218 N.Lee Street.Suite 312•Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432459
16023T0 V17 Valley 1 1
j Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:48 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-GzNsYLAeDDjpE9000W IAVPnbBW IxpkdQOG5iXhz1 kdf
5-0-7
5-0-7
Scale=1:44.2
2x4 II 3
18.00 12
7
2x4
1 I
vt isAdAgli immul
0
2x4// 5 4
3x5 I 2x4
Plate Offsets(X,Y)-- (1:0-1-13,Edge),15:0-2-12,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999
BOLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:32 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=-131/5-0-5,4=122/5-0-5,5=378/5-0-5
Max Horz 1=200(LC 12)
Max Uplift 1=354(LC 10),4=-113(LC 12),5=-346(LC 12)
Max Gray 1=418(LC 12),4=175(LC 17),5=542(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-807/655
WEBS 2-5=-652/697
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 4-10-11 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. ,,\\\\\\ f ,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � S A. I1
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 s• OMP q l,�
will fit between the bottom chord and any other members. ,�� .• C,E�N 3•• '92 ,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • •As •• F•••. •
1=354,4=113,5=346.
No 39380
yt
cc
(\e,...` 0R1—.• ••���
..'� S��N Al-\ems `
"''SIIn
Thomas A.Atbanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.1041302019 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 use,the building designer must verify the appiicabSty 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
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAMSU/P/I QuayC/hrlo,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd.
Safely Ndonnalleirivdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply
TI4432460
1602310 V18 Valley I 1 1
'Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:49 2018 Page 1
ID:2wfj6cN6OIwY4YBHbx97HYyIZgT-k9wEIhBG_W rgsJbc2EGP2dJmGw4eYCPZcwgF37z1 kde
5-7-2
5-7-2
Scale=1:49.0
2x4 3
16.00 12
7
2x4 II
2
6
1
a
2x4// 5 B 4
3x5 H 2x4
Plate Offsets(X,Y)-- (1:0-1-13,Edge1,[5:0-2-12,0-1-81 _
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999
BCLL 0.0 ` Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:37 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=-34/5-6-15,4=125/5-6-15,5=323/5-6-15
Max Horz 1=224(LC 12)
Max Uplift 1=-256(LC 10),4=-115(LC 12),5=-297(LC 12)
Max Gray 1=366(LC 12),4=223(LC 17),5=518(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-717/576
WEBS 2-5=-555/581
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 5-5-6 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. 01111111#11# _
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``• A PS •A. q 11�
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 `� Or <e
will fit between the bottom chord and any other members,with BCDL=10.0psf. �� .••�Ci EN s••.-7,v-.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • • '• �•
.
1=256,4=115,5=297. No 39380
` h w:
",„ St,
� •
°NAS 0
Thomas A.Albans PE No.39380
MITek USA,Inc.R-Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
� I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MW-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is fora individual building component,not
a miss system.Before use,the txdlding designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPIl Quaily Cdeda,058-89 and SCSI Building Component 6904 Parke East Btvd.
SalWyhfpnna/bnsvdiable horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
TI4432461
16023T0 V19 Valley 1 1 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:50 2018 Page 1
ID:2wIj6cN6QIwY4YBHbx97HYyIZgT-CMUczOCulgzXTTAobxneagsxhJQbHfmiraaocZztkdd
6-1-13
6-1-13
Scale=1:53.3
2x4 I 3
18.00 FIT
7
2x411
2
6 4
i
0
2x4// 5 8 4
2x4 H 2x4 II
Plate Offsets(X,Y)-- (1:0-2-1,Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) Na - Na 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) Na - Na 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 Na Na
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:41 lb FT=20%
i I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-4
REACTIONS. (lb/size) 1=16/6-1-10,4=125/6-1-10,5=317/6-1-10
Max Horz 1=248(LC 12)
Max Uplift 1=-217(LC 10),4=116(LC 12),5=-291(LC 12)
Max Gray 1=356(LC 12),4=227(LC 17),5=519(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-698/565
WEBS 2-5=-541/555
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 6-0-1 zone;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. ,,0%1111111l/i�'
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �O-A S 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 `• P ,q e ,
will fit between the bottom chord and any other members,with BCDL=10.Opsf. .••�G E N S'• '92
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i V F••••
1=217,4=116,5=291.
No 39380
"° ' yam;-'� �•�
•
iO,�s•< O R•`Q••0,,`��
see
s, •'ONi
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
1I
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7073 rev.10/03/2015 BEFORE USE. No"
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 use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek'
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,seeAN31/lPI►CuaYyCrteda,DSB49 and BCS/auadhig Component 6904 Parke East Blvd.
• Safely Mbneaaomvdlabie from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
714432462
16023T0 V20 GABLE 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:50 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-CM UczoCulgzXTTAobxneags?uJSOHf4iraaocZzl kdd
7-7-9
7-7-9
Scale=1:57.1
6
5
5
5
18.00 IV 4
''
3
A12 5
2
5
0
11 10 9 8 7
Plate Offsets(X,Y)-- [1:0-2-1,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:76 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7,5-8
REACTIONS. All bearings 7-7-9.
(Ib)- Max Horz 1=297(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)7,8,10 except 1=-216(LC 10),9=-102(LC 12),11=-129(LC 12)
Max Gray All reactions 250 lb or less at joint(s)7,8,9,10,11 except 1=394(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-734/603,2-3=-555/430,3-4=-406/316
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-8 to 3-7-9,Interior(1)3-7-9 to 7-5-13 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)All plates are 2x4 MT20 unless otherwise indicated.
3)Gable requires continuous bottom chord bearing. 011111111/.1,�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0- S A.
�,
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 `•' OMP........A4e �e
will fit between the bottom chord and any other members. �� .. CE +•• tj1
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,10 except •• V F•�•. �
(jt=lb)1=216,9=102,11=129. No 39380
* •
•
•
<(\_.•. ••OR \•• •
• `/if/o N A�����
0.
Thomas A.Mani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2075 BEFORE USE.
Design valid for use only with MITekJ connectors.this design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the
fabrk:atIon,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/lPIl Qualify Cando,DSS-89 and ACS/Au/ding Component 6904 Parke East Blvd.
Safely 6Uonnaflonavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply
T14432463
16023T0 V21 Valley 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:52 2018 Page 1
ID2wfj6cN6QIwY4YBHbx97HYylZgT-8kcNNiD8HRDFjmKBjMg6fFxKK77BIZT?Ju3vgSz1 kdb
7-11-10 8-2-0 11-6-14 ,
7-11-10 0-2-6 3-4-14
3x6 6.0012 1 Scale=1:73.1
9,44;••003 Oil
3x4 II
8
3x4 II '
18.00112
8.00112 7
3x4 II
d: .'7 cl 3x4 I I 6
d
5
3x4 I I
4
3x4 i2 3 �/�
i
21 20 19 18 17 16 15 14 13
3x4=
11-6-14
11-6-14
Plate Offsets(X,Y)-- (9:0-3-0,0-0-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999
BCLL 0.0 . Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 13 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 j Matrix-S Weight:153 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 12-13,11-14,10-15,8-16,7-17
REACTIONS. All bearings 11-6-14.
(lb)- Max Horz 1=403(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)13,2,14,15,17,18,19 except 1=-265(LC 10),16=-111(LC 12),
20=103(LC 12),21=-157(LC 12)
Max Gray All reactions 250 lb or less at joint(s)13,2,14,15,16,17,18,19,20,21 except 1=464(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-973/672,2-3=-1162/796,3-4=-987/666,4-5=-824/538,5-6=-675/420,
6-7=-523/301,7-8=-377/180
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 8-3-3,Comer(3)8-3-3 to
11-5-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .00111111
j,,,
`
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ` NS A. A 'lee
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,S 00.........d'•• •
es•
<e 'j�
,
3)All plates are 2x4 MT20 unless otherwise indicated. .� s••••�C E N S'• -74, •°
4)Gable requires continuous bottom chord bearing. V F •••
5)Gable studs spaced at 1-4-0 oc. • •
No 39380
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)•This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s)13,2,14,15,17, �'
18,19 except(jt=lb)1=265,16=111,20=103,21=157. • :yrz+%j F • IL/
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. �Oi(\' v j - . �(/
•
Thomas A.Albanf PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
I
mll
A WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/13201$BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based oily upon parameters shown,and is for an individual building component,not
a truss system.Before use.the building designer must velify 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 property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Qualify Cihda,DSB-89 and BCS/Balding Componanf 6904 Parke East Blvd.
Safety Mnfonnationavailabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply
114432464
16023T0 V22 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:54 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-47k7o0FOo3Tzy4Tagnsalgl ejxnhDRhlmCY01Kzl kdZ
4-2-15 7-10-3
4-2-15 3-7-4
6.00112 2x4 H Scale:1/4'=1'
10 4
9
3x6 i 3
2x4 11
2
18.00 riT 8
7
1
a
. ..............
0
2x4// 6 5
2x4 H 2x4 I I
0-9-3 7-10-3 1
0-6-3 7-10-0
Plate Offsets(X,Y)-- (3:0-3-0,0-0-5)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 IC 0.29 Vert(LL) n/a - r1/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999
BCLL 0.0 • j Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:47 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-5
REACTIONS. (lb/size) 1=114/7-10-0,5=127/7-10-0,6=353/7-10-0
Max Horz 1=225(LC 12)
Max Uplift 1=-38(LC 10),5=-20(LC 12),6=-272(LC 12)
Max Gray 1=226(LC 12),5=168(LC 17),6=518(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-465/316
WEBS 2-6=-441/514
NOTES •
-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 4-4-2,Exterior(2)4-4-2 to
7-4-2,Interior(1)7-4-2 to 7-8-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60 ``��llllill/g/j,,
2)Gable requires continuous bottom chord bearing. %%O_APS A. ,� ,�,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . r`. Si ,
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 .% .•*\c E N s••.14/,
♦♦
will fit between the bottom chord and any other members,with BCDL=10.0psf. k F • •
•
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) No 39380 •
6=272.
"•. Jj�� F • 4
Cl
i O•.. — ./ •�
T � i *
♦ � : OR ` v.- • •
•• S .`` •�• ,'1�ioNAi �
/iiiiil :
Thomas A.Albans PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
id
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mil-7073 rev.10/032015 BEFORE USE.
Design valid for use only with Mitek4 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 applicabSity 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 property damage. For general guidance regarcAng the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 QuallyCrhda,DSI-89 and ICSt Building Component 6904 Parke East Blvd.
Safety h tomnattonavaliabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432465
16023T0 V23 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:55 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-ZJIV0kG1 ZMbgaE2mOUNpHuZrVK7RywbS?sHZHnz1 kdY
2-4-1 5-11-6
2-4-1 3-7-4
2x4 H Scale=1:31.5
6.00 FiT
4
8
I
3x6
37
2x4 1I VI
C•1
18.00 12 2
I
N
tb
os
1
A ■
v I ■
• o .....•.....................................
2x4 // 6 9 5 2x4
2x4
0-9-3 5-11-6 I
0-0-3 5-11-3
Plate Offsets(X,Y)-- (3:0-3-0,0-0-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Doc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress lncr YES WB 0.13 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=29/5-11-3,5=138/5-11-3,6=276/5-11-3
Max Horz 1=142(LC 12)
Max Uplift 1=-55(LC 10),5—32(LC 12),6=-186(LC 12)
Max Gray 1=168(LC 12),5=175(LC 17),6=361(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-379/224
WEBS 2-6=-317/428
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 5-5-5,Interior(1)5-5-5 to 5-9-10 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. 0I11I I I III//
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `Ot S A. III,
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 `s M?' .4�e I,
will fit between the bottom chord and any other members,with BCDL=10.0psf. �� �O ' C E•Ni'-.1.1_••
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) : k 0 F .•• I% °•
6=166. No 39380
'v • e '¢
a• �- ,�; :41./•::
1111111
Thomas A.Alban)PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE P41.7473 rev.101312015 BEFORE USE. I'
Design valid for use only with MITekO 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 applicabllty 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 V i ITe k
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.seeA1W/1►/l Ottally Citoda,DSB-89 and DCII Max;Companion/ 6904 Parke East Btvd.
Softly kdonna/bn'uvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job !Truss Truss Type I Qty Ply
714432466
16023T0 V24 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:56 2018 Page 1
ID:2wfj6cN601wY4YBHbx97HYyIZgT-1 VruD4GfKgkgCOdyyCu2q56OlkU2hNrbDW 17pDz1 kdX
1-8-1 5-3-6
1-8-1 3-7-4
2x4 I I Scale=1:25.9
6.00 12 4
8
3x6
37
41111111.11111111
♦4
1 .00 FIT 2x4 I I .�
2
1
■
I
RA 111.1M1
d •...••..••.....•••...•.•.......•...•..•...•............
2x4// 2x4 6 52x4 II
0-9-3 5-3-6
0- 3 5-3-3
Plate Offsets(X,Y)-- )3:0-3-0,0-0-5),[6:0-2-8,0-1-0[
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - rVa 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=-27/5-3-3,5=136/5-3-3,6=280/5-3-3
Max Horz 1=113(LC 12)
Max Uplift 1=-82(LC 10),5=-32(LC 12),6=-170(LC 12)
Max Gray 1=159(LC 12),5=136(LC 1),6=320(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-374/207
WEBS 2-6=-298/429
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 4-9-5,Interior(1)4-9-5 to 5-1-10 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. `,�11111111II1�
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `��_1r S A. �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 ,�% tot N........441 ,ej
will fit between the bottom chord and any other members. ,s%�� .•• GEd•-.14,/.
�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) • V F ••, ••
s=no. No 39380
a • * ry.
• c Z
T.
1 • -4 _ •
,,1#SS1ONA1-� ,`•
Thomas A.Alberti PE No.39380
MITek USA,Inc.FL Cert 6694
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
/
QWARNING design __
sAy epy perameters end READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.idAL1015 BEFORE USE.
Design valid for use only with Mitek®connectors.TMs design is based only upon parameters shown.and Is for an individual building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMflP 1 Qualy CPlod%DSI•89 and IC9 Sulam Component 6904 Parke East Blvd.
Safety MbfannaMbnivdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type I Qty Ply I
T14432467
16023T0 i V25 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:57 2018 Page 1
ID:2wfj6cN6Q1wY4YBHbx97HYylZgT-ViPGRQHH5_sXpYC8WVPHMJf9L8pPQr4kSAmglfz1 kdW
1 1-0-1 4-7-6
1-0-1 3-7-4
Scale=1:19.5
3
2 2x4 II
1 6.006 P,
3x6 G 1
n 2 5 .
e" 1
18.00 12 .•
1 _
q
O -•-•.•,•♦ :iiOO•••J••••••sO••••i••OO••OOOOOOOO••O••••••••O••ii iii i••OO••-
4
2x4// 2x4 11
0-9-3 4-7-6
0-0-3 4-7-3
Plate Offsets(X,Y)-- ]2:0-3-0,0-0-5]
LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdetl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 1TC 0.26 Vert(LL) n/a - Na 9991 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) Na Na 999
BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(CT) 0.00 4 Na n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:19 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=168/4-7-3,4=168/4-7-3
Max Horz 1=85(LC 12)
Max Uplift 4=-48(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 4-1-5,Interior(1)4-1-5 to 4-5-10 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. `001111111/1,_,
•
•
.` `� ...\G E Ns' •.97, •
% No 39380
*
O - v
S, A\ 1'/ P •\'. c • 0RI..• � `e
b
•11 %j/ONAL ON iti Thomas A.AlbanI PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa Fl 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7073 rev.10/03/2015 BEFORE USE. mit
Design valid for use only with MITekw 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 applicability of design parameters and properly incorporate this design into the overall
bulding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANtt/►PII Gamely CtVarb,DSS-89 and BCS/lidding Component 6904 Parke East Blvd. j
Safety htomla/formcilabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply I
T14432468
16023T0 V26 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:57 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-ViPGRQHH5_sXpYC8WvPHMJfAz8pbQr4kSAmgLfzl kdW
0-4-1 3-11-6
0-4-1 3-7-4
Scale=1:14.4
2
2x4 I
6.00 7 5
4
1
...........................!.!.!.!._.!...1.!.!.!.!._...1.!._.1.l..._.!.!.!.!.!.!._._.!.!._.-.!.!._.!.!.!.!:.!.!.!.!.!.!.!...11._...11.!.!.
3
2x4 2x4
Plate Offsets(X,Y)-- 11:0-2-0,0-0-151
I I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=144/4-7-0,3=144/4-7-0
Max Horz 1=56(LC 12)
Max Uplift 1=-1(LC 12),3=-31(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-5 to 3-2-5,Interior(1)3-2-5 to 3-9-10 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. `,`�.�,^'p,11 h u g, e
.` � •`'GEN •'9 ••
No 39380 •
- yt
•
,'lei,',°N A� -toy
o.
Thomas A.Alban]PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa R 33610
Date:
June 28,2018
1 i I
A WARNING-Vrrrlly design parameters and READ NOTES ON THIS AND INCLUDED Ml1K REFERANCE PAGE ANI-7473 rev.10/932015 BEFORE USE. mit
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an I dMdual building component-not
a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of IndNidual 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
fabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeAMVIPII Quarry ethnic:,058-89 and SCSI adding Componarrt 6904 Parke East Blvd.
Safelyldbrmalblluvallabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type I Qty Ply •
T14432469
1602310 V27 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:58 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-zuzeemIvsH_ORhnL3dxW V W BMgYAa9IKuhpW Eu5z1 kdV
3-8-0
3-8-0
Scale=1:12.3
2
2x4 II
6.00 12 .
1
1101
3
2x4 i 2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) rt/a - n/a 999 j MT20 244/190
TCDL 10.0 Lumber DOL 1.25 j BC 0.11 Vert(CT) n/a - Na 999
BCLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:13 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=121/3-9-0,3=121/3-9-0
Max Horz 1=44(LC 12)
Max Uplift 1=-2(LC 12),3=-24(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3.
No 39380
*
•o.„ 111 1111 111,0* L
e,',ss�ONAL -„tos
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10N3/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building 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 ;T
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .MITek.
k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadIng the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV7PII GtafyCtfadr;D5d4f and 1CSlkidding Companatf 6904 Parke East Blvd.
Safety Infonnallonavailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty I Ply
T14432470
16023T0 V28 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:59 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-R4X0r5JXdb6F3rMXdKSIRkkWsyUEula1 wTFnQYzt kdU
0-8-12 4-4-0
0-8-12 3-7-4
Scale=1:17.4
3
2x4 I'
6.00 T1 6
2 5
- 18.00 123x6 '.
1111
1 _
II
O •
■
- �•�iiiii•D••••••'•'i••••••••••••i••i••i•iii• ii••iii•iiii• i•i'iii
•.•.�•.cw'•!•!•!•!•!•!�!•!i•!Qi•!�!�!�!�!�!Q�!�!�!•!•!i i c•!•!Qw'•!•!•!c'Qw'�S!•!w'w••!•!i-•!•!•!w
4
2x4// 2x4 I I
0-Q-3 4-4-0 -H
0-0-3 4-3-14
Plate Offsets(X,Y)-- 12:0-3-0,0-0-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) tdef Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:17 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 1=157/4-3-14,4=157/4-3-14
Max Horz 1=73(LC 12)
Max Uplift 4=-41(LC 12)
FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=251h B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-9-15,Interior(1)3-9-15 to 4-2-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. 001811111/1, '
`�•,•
` PS A q4,9 ie
i
No 39380
•
7.-13 41.11°- *111161-2tor-4011P Cr
124
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sit„.
N AL� C�00
•.
1111111
Thomas A.Albanl PE No.39380
MiTek USA,Inc.R Cert 6634
6904 Parke East Blvd.Tampa 13 33610
Date:
June 28,201 8
0 WARNING-Vsdy design parameters and READ NOTES ON T111S AND INCLUDED MITEK REFERANCE PAGE Ml.7473 rev.10103P2015 BEFORE USE.
Design valid for use only with MiTeke 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 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 MiTe k
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
rubrication,storage.delivery,erection and bracing of trusses and truss systems.seeAN$1//P1I Quay C,Nda,DSB-89 and BCS/Balding Compon.nf 6904 Parke East Blvd.
Safety prfemraffonrvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. I Tampa.FL 33610
Job Truss I Truss Type Qty Ply
T14432471
16023T0 V29 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:31:59 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-R4X0r5JXdb6F3rMXdKSIRkkXcyVguiT1wTFnQYzlkdU
1-4-12 5-0-0
I
1-4-12 i 3-7-4
2x4 I Scale=1:24.4
6.00 12 4
8 .
d
3x6
2xq II 37
78.00 12 •�
N
2
r(
1
AA w
a I —
o ......•••••••••••••••••.............••••......
6 5
2x4// 2x4 x4 I I
0-0-3 5-0-0 I
0-0-3 4-11-14
Plate Offsets(X,Y)-- (3:0-3-0,0-0-51,16:0-2-8,0-1-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999
BCLL 0.0 • i Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 ria n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:23 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=-71/4-11-14,5=135/4-11-14,6=302/4-11-14
Max Horz 1=101(LC 12)
Max Uplift 1=-113(LC 17),5=32(LC 12),6=-171(LC 12)
Max Gray 1=162(LC 12),5=135(LC 1),6=338(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-391/212
WEBS 2-6=-307/456
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 4-5-15,Interior(1)4-5-15 to 4-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. ,,11111 I III gg,�
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %04 S A. <'I,,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 •N� ........
q 0_,.,l
will fit between the bottom chord and any other members. ���� .••�C E N S • ib '
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) V F•.•. / •
1=113,6=171. • No 39380
*
4.101: - • `•
.00 . OR1 -. c1 •
•�
Thomas A.Albanl PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
witQ WARNING-Verity design parameters and READ NOTES ON THIS AND WCLUDED M1TEK REFERANCE PAGE 9d-7073 rev.1003/2e15 BEFORE USE.
Design valid for use only with MITeke connectors.This design 5 based only upon parameters shown,and Is for can individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-
Is always required for stability and to prevent collapse with possible personal kipay and property damage. for general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANS1/7P11 Quarry Cdhafa,DSI-89 and/CSI Budding Component 6904 Parke East Blvd.
Sahofyinfejmafforkivallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type 'Qty I Ply
T14432472
16023T0 V30 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:00 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-vH5O3RJ9OVE6g?xjB2z xHiHLr1dBtB87?Ky_z1kdT
2-0-12 5-8-0
2-0-12 3-7-4
2x4 I I Scale=1:29.2
6.0012 4
3x6
37
2x4 II 9•
18.00 . 2
N
o]
1
Al
•
1 d 4r ■
2X4// 6 5
2x4 2x4 "
0-9-3 5-8-0 I
0-8-3 5-7-14
Plate Offsets(X,Y)-- (3:0-3-0,0-0-5)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES ! WB 0.13 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 1 Matrix-S Weight:29 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=10/5-7-14,5=137/5-7-14,6=273/5-7-14
Max Horz 1=130(LC 12)
Max Uplift 1=-63(LC 10),5=-32(LC 12),6=-177(LC 12)
Max Gray 1=163(LC 12),5=137(LC 1),6=320(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-372/214
WEBS 2-6=-306/423
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 5-1-15,Interior(1)5-1-15 to 5-6-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. `t%%%%I I H 1 hg,,,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`��_A PS A. q Ii��
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 ,.• O' <B 00
will fit between the bottom chord and any other members. • .r .•'\(',E•N S'•• '9 o,,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) •• F•••,L/
6=177. No 39380
'13
. o �.i. ��. •'(/.
•
Thomas A.Albani PE No.39380
Mak USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED?ATEK REFERANCE PAGE AW-7473 rev.lO03/2015 BEFORE USE.
Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not1111
a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with posstle personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing()Musses and truss systems.seeANSI/IPII OvallyCiteda.DS8d9 and SCSI/uidltg Component 6904 Parke East Blvd.
Safety I fonnallnnvaltable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T14432473
16023T0 V31 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:01 2018 Page 1
I D:2wfj6cN6Ql wY4YBHbx97HYyl ZqT-NTfnGnKn9CMzI9W wIl UDX9pthIAKMdtKNnkuVQz 1 kdS
3-4-13 7-0-2
3-4-13 3-7-4
6.00 12 2x4 I I Scale=1:41.1
8 4
I
I3x6 3
234 I I ..
18.00 ITI
vi1.1_1_....
A I2x4 4, 6 5
2x4 I I 2x4 II
0-9-3 7-0-2
0-0-3 6-11-15
Plate Offsets(X,Y)-- (3:0-3-0,0-0-51
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=82/6-11-15,5=134/6-11-15,6=311/6-11-15
Max Horz 1=188(LC 12)
Max Uplift 1=-42(LC 10),5=-27(LC 12),6=-230(LC 12)
Max Gray 1=198(LC 12),5=177(LC 17),6=460(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-425/273
WEBS 2-6=-380/474
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-3-4 to 6-6-1,Interior(1)6-6-1 to 6-10-6 zone;C-C for
members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing. ,,�I11111111,��
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� S A. �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 s•�0 .. A�e �•,�
will fit between the bottom chord and any other members,with BCDL=10.0psf. ,sN�� ••• Ci E•N.S+▪•• '9� i�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) •• V F•.•• •
6=230. No 39380
O e 4.,
,00F • OR1�.• � `.%
,°lS1"/I11111111
,O N A1-1;O• ss%�
n 11111
Thomas A.Albans PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNWG-Welty design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MB-7473 rev.10/03/1015 BEFORE USE. mll
Design valid for use only with MITekEi connectors.this design is based only upon parameters shown,and is for an individual building component,not i
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Wit QuaNy CNe/b,DS849 and SCSI Sufdhp Component 6904 Parke East Blvd.
Safety hsfonnatbtr vallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1
Job Truss Truss Type Qty Ply
T14432474
16023T0 V32 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:02 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-stD9U 7LQW W UgWJ561 S?S3M M?U9W V500Tc RU R 1 tz1 kdR
5-4-13 9-0-2
5-4-13 3-7-4
6.00 r712 2x4 ii Scale=1:61.4
12 5
I 1
3x6 i 4
2x4 I I
%'
A 18.00
'''
2x4 I
1
0
8 7 6
2x4// 2x4 II 2x4 l i
3x5 II
0-9-3 9-0-2 I
0-6-3 8-11-15
Plate Offsets(X,Y)-- (1:0-1-13,Edge],(4:0-3-0,0-0-5],(8:0-2-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - Na 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:59 Ib FT=20%
I I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6
REACTIONS. All bearings 8-11-15.
(Ib)- Max Horz 1=275(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)6 except 1=-362(LC 10),7=-257(LC 12),8=-310(LC 12)
Max Gray All reactions 250 lb or less at joint(s)6 except 1=513(LC 12),7=504(LC 17),8=431(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-884/716,2-3=-454/308
WEBS 3-7=-430/497,2-8=-570/541
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 5-6-1,Exterior(2)5-6-1 to
8-6-1,Interior(1)8-6-1 to 8-10-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60 001111111
/1j1
2)Gable requires continuous bottom chord bearing. ,q%%-A PS A. q IIS'
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .S Qr <e�l'jam
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 ,�• .••�C,E•111 S'•. 7j� ,�
will fit between the bottom chord and any other members,with BCDL=10.Opsf. : •' V F '•.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except Qt=lb) No 39380
1=362,7=257,8=310. •• • * • ..
`� i
'•'\< .4oA \OP'•• •%
i•'Iss'oNA ECSC.
/I1111
Thomas A.Alban)PE No.39380
MITek USA.Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
Q WARNING-Verify design parameters and READ NOTES ON THIS AND OVCLUDED MITEK REFERANCE PAGE 910.7473 rev.10/03/2015 BEFORE USE. Nit'
Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an IrdMdual 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
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additkmal temporary and permanent bracing Maek
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,seeAh f/11/1 Quaff),Cmmerla,DSB-89 and BCSI Buldhg Component 6904 Parke East Blvd.
Safety Intotmattomptallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
TI4432475
16023T0 V33 Valley 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:04 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYyIZgT-o2KwpMgS7kY9cEVQt2w8nRQn1zEMZ0pm31zY51z1 kdP
1-9-0
1-9-0
Scale=1:16.2
2x4 2
18.00 12
h
1
■
d ■
3
2x4// 2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - Na 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=53/1-8-13,3=53/1-8-13
Max Horz 1=58(LC 12)
Max Uplift 3=-49(LC 12)
Max Gray 1=53(LC 1),3=76(LC 17)
FORCES. (lb)-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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 111111111/
No 39380
•
... 0
0R1 • ♦ �.
'11 wONAk-
Thomas A.Albans PE No.39380
Mirek USA.Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify dalgn parameters and READ NOTES ON THIS AND AVCLUDED A87EK REFERANCE PAGE A81.7473 rya.10.93201S BEFORE USE
IL
Design valid for use only with MITeke 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 appllc blity of design parameters and properly Incorporate this design Into the overall
building design. acing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milt*"ek"
is always required for stability and to prevent collapse wtth possble personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAA P �y
fl Carona.D58-8pf
9 d/CI adding Cannoning 6904 Parke East Blvd.
Sab/yh*miofonavalus
able from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
TI4432476
16023T0 V34 GABLE 2 1
'Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:05 2018 Page 1
ID:2wfj6cN6QIwY4YBHbx97HYylZgT-GEuH69NIDRsPnmph_bZ9h?_bYMZiITDwIPi5eBz1 kdO
3-9-0
3-9-0
Scale=1:28.7
2x4 11 4
18.00 12
2x4 II
3
tr
2x4 11
2
1 a ■ ■ ■
4, NAME
2x4// 7 6 5
2x4 H 2x4 2x4
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - rVa 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999
BOLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 3-9-0.
(Ib)- Max Horz 1=129(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)5,1,6,7
Max Gray All reactions 250 lb or less at joint(s)5,1,6,7
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-355/272
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)willT fits
trussbetween athebeen
designedtom hed for
ad live
loanyoad omemberson the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s. `,`_,,11��‘,S I I t,111b
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,1,6,7. %•% Dist`........A. xi
i'.
.r .•'�GENg • -j•
i '.
•
No 39380
•
•-33 4+♦
Thomas A.Alban'PE No.39380
MITek USA,Inc.R-Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED WATER REFERANCE PAGE AW-7473 rev.18633/2015 BEFORE USE.
Design valid for use only with MITekt connectors.This design Is based only upon parameters shown,and Is for an individual bulding component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated k to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI l;�
ek•
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.seeAMII/IIMI QualyCrfedo,DS8-89 and ICI ItdimtgComponent 6904 Parke East Blvd.
Safety k,/omratorvvallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply I
T14432477
16023T0 V35 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:06 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYylZgT-kRSgJ VOw_I_GOwOtX14OEC W inmt7l wK3X3SfAez1 kdN
9-7-14 19-3-11
9-7-14 9-7-14
Scale=1:30.8
5x6
3
5.00
2x4 11 10 11 2x4 II
2
r V
9 12
1
5
1 2 T 0
3x4 8 7 6 3x4
2x4 I 6x6= 2x4
0-910 19-3-11
0-0-10 19-3-2
Plate Offsets(X,Y)-- (3:0-3-0,0-2-4)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:68 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.3
REACTIONS. All bearings 19-2-8.
(Ib)- Max Horz 1=-48(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6
Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 8=437(LC 21),6=436(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-8=-322/152,4-6=-322/152
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psh h=251t;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 9-7-14,Exterior(2)9-7-14 to
12-7-14,Interior(1)12-7-14 to 18-6-10 zone;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. ,to111111II/�,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0%-A ..S A. 4",/,
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 `e Qr`• <e •jam
will fit between the bottom chord and any other members. •� �` ••••�G E•N S•• '-j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6. ••• V F•••.
No 39380
yF •
cry
gip•• /% •<(/.
Thomas A.Albanl PE No.39380
MITA USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
mit
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.IOW3/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.Ttils design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. tracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/IPI r Qualify CrMda,DSI-89 and ICSH Building Component 6904 Parke East Blvd.
SaNIy Inkimiatlenwailable from Truss Plate tnstWte.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
714432478
16023T0 V36 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:07 2018 Page 1
ID:2wfjecN6QIwY4YBHbx97HYylZgT-Cd02XgPYk26704z350bdmQ3uUAEVmNrDIjBCi4zlkdM
7-3-1 14-6-2
7-3-1 7-3-1
Scale=1:23.1
5x6=
3
5.00 riT
11
10 12 2x4 II
2x4 11 9
2 4
5
o, .o
7 6
3x4 G 2x4 2x4 2x4 3x4
0410 14-6-2
0410 14-5-8
Plate Offsets(X,Y)-- [3:0-3-0,0-2-4)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 125 BC 0.12 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:48 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.3
REACTIONS. All bearings 14-4-14.
(lb)- Max Horz 1=35(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6
Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=292(LC 1),8=312(LC 21),6=312(LC 22)
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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 7-3-1,Exterior(2)7-3-1 to
10-3-1,Interior(1)10-3-1 to 13-9-1 zone;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. %%11111111/,,�
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 `• S A. -#
will fit between the bottom chord and any other members. �� l,]�P .q�49 "Iii
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6. ss/N •�C E Ns q•
�i
•
i
No 39380
***"?...7r41111111111111"707..R.g.••F"'
Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7173 rev.1ON3/2015 BEFORE USE.
Design valid for use only with MITekT connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Befaxe use,the building designer must verify the applicability of design parameters and properly incorrxxate 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 property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS//IPII Gualy Criteria DSIH89 and ICM Itulkang Component 6904 Parke East Blvd.
sanely Intonnallonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
T14432479
16023T0 V37 Valley I 1 1 '
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:08 2018 Page 1
I D:2wfj6c N6QIwY4YB Hbx97HYyIZgT-gpaQkAQAVME_e EYGfj6sJdc2MaZzVg4M_NxIE W z1 kdL
4-10-4 9-8-8
4-10-4 4-10-4
Scale=1:17.6
4x5 I!
2
5.00 12
pi 7
6 ISI
•
B
5
3
1 w
4
2x4 2x4 2x4
0-Q110 9-8-8
0- 10 9-7-14
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl 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 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:30 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.3
REACTIONS. (lb/size) 1=144/9-7-5,3=144/9-7-5,4=367/9-7-5
Max Horz 1—22(LC 10)
Max Uplift 1=-23(LC 12),3=23(LC 12),4.27(LC 12)
Max Gray 1=148(LC 21),3=148(LC 22),4=367(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 4-10-4,Exterior(2)4-10-4 to
7-10-4,Interior(1)7-10-4 to 8-11-7 zone;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)will fit truss betweena the been
bodesigned
esig herd for
a live
any load
d ofll 0.0
p f on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,,-0‘111111/#1,_AS A ',,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. %••O�P........47/,,,
� �
.r . • GEN '•.1 1
No 39380
•
-0 • .3" •�l �
O 1. •• ve -/ • �`
•/ **.ORS `•$
" N A, d`s%
Thomas A.Albans PE No.39380
MTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only wlih MiTekm%connectors.This design k Prised only upon parameters shown.and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Kittle
is always required for stability and to prevent collapse with possble personal tdrsy and property damage. For general gridance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMVIMI QiwlyCsV s .DS645.and III=Bidding Component 6904 Parke East Blvd.
Sallaly Ir/onnafoiravallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply
TI4432480
16023T0 V38 Valley 11 1
Job Reference(optional)
Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Jun 28 13:32:09 2018 Page 1
I D:2wfj6cN6QIwY4YBHbx97HYyIZgT-808oyW QpGgMgFO7SDQd5rr8Gt_vZEH2VD1 gJnzzt kdK
2-5-7 4-10-14
2-5-7 I 2-5-7
3x6= Scale=1:9.1
5.00112 2
1
3
1C:113o
:: :::.:.:::::::: :::::::::::::: ::: ::......................................................................................V
11 I
.:::ASIV.:::::::::: ....................... ......................................VV..............W ........W.. .V.................................... .::.:.:.:.:.:.:.:%
2x4 2x4
0-Q-10 4-10-14 1
0-1--jt
0 4-10-5
Plate Offsets(X,Y)-- (2:0-3-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) Na - Na 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) Na - Na 999
BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na Na
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=136/4-9-11,3=136/4-9-11
Max Hors 1=-9(LC 10)
Max Uplift 1=-15(LC 12),3=15(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ��11%11 l 1 t I�,
.•• �`Z'0M\GE•NS ,9A.',
No 39380
,T�• -.40A19 •P:\'`.
'°'SSS�O N AL��.%s
iI1li h
Thomas A.Albans PE No.39380
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 28,2018
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10)032015 BEFORE USE.
Design valid for use oNy 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 verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse w th possible personal Injury and property damage. For general guidance regarding the
fatxicatton,storage,delivery,erection and tracing of trusses and truss systems,seeAM31/lPfI Quality Cited°,05349 and KM liddIng Component 6904 Parke East Blvd.
Softly In(or malkeravdlable from Truss Plate hutnute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property
offsets are indicated, I (Drawings not to scale) Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
ink Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g.
and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI.
IIIIIMMIEMIIIIIIIMINIMIlll 2. Truss bracing must be designed by an engineer.For
0-lid' wide truss spacing,individual lateral braces themselves
4 may require bracing,or alternative Tor I
=� bracing should be considered.
.:,
,,
c
isil
p O 3. Never exceed the design loading shown and never
1.01.41111p U p U stock materials on Inadequately braced trusses.
a
a 4. Provide copies of this truss design to the building
For 4 x 2 orientation,locate O `"'b ,_ designer,erection supervisor,property owner and
plates 0-ve" from outside BOTTOM CHORDS all other interested parties.
edge of truss. R 7 6 5 5. Cut members to beor tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/t.ETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1.
Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
"Plate location details available in MiTek 20/20 NUMBERS/LETTERS.
software or upon request. 8. Unless otherwise noted,moisture content of lumber
shall not exceed 19%at time of fabrication.
PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for
PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber.
The first dimension is the plate 10.Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to
to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection.
the length parallel to slots. 11.Plate type,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and
in all respects,equal to or better than that
Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.
by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at
,r
output. Use T or I bracing spacing Indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1
14.Bottom chords require lateral bracing at 10 ft.spacing,
section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted.
BEARING established by others.
15.Connections not shown are the responsibility of others.
II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior
(supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer.
%EEO reaction section indicates joint
number where bearings occur. 17.Install and load vertically unless indicated otherwise.
Min size shown is for crushing only. MIN NM
0 18.Use of green or treated lumber may pose unacceptable
Ra
eimou environmental,health or performance risks.Consult with
project engineer before use.
Industry Standards:
ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words
Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone
is not sufficient.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, Ii1 1Te ANSI/TPI 1 Quality Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015
26