HomeMy WebLinkAboutTruss-- ---- - --- ---- ---------
This safety alert symbol Is used to attract your
attention! PERSONAL SAFETY IS INVOLVED! When;
you see this symbol - BECOME ALERT - HEED ITS
MESSAGE.
CAUTION: A CAUTION identifies safe operating
practices or indicates unsafe conditions that could
..- result In personal injury or damage to structures.
H.IB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for
HANDLING, INSTALLING & BRACING METAL
PLATE CONNECTED WOOD TRUSSESO
If is the responsibility_ of the installer (builder, building contractor. liconsod
contractor, erector or erection contractor) to property receive, unload, store,
handle, install and brace metal plate connected wood trusses to protect life and
propertlo. The installer must exercise the same high degree of safety awareness as
with any other structural material. TPI does not intend these recommendations to
be interpreted as superiorto the project Architect's or Engineer's design specification
for handling, installing and bracing wood trusses for a particular roof or floor. These
recommendations are based upon the collective experience of leading technical
CAUTION: The builder, building contractor, licensed
contractor, erector or erection contractor is,'ad-
vlsed to obtain and read the entire booklet "Cam.;
mentary and: Recommendations for Handling, In-
stai(irlg & Bracing Metal Plate Connected Wood
Trusses, NiB-91' from the Truss Plate Institute.
DANGER: A DANGER. desigriates a condition
where failure to follow instructians orheedwarn-
ing will most likely result In serious personal
injury or death or damage to:structures.
WARNING: A WARNING describes a condition
where failure to follow Instructions could result In
severe personal injury or damage to structures.
,®
TRUSS PLATE INSTITUTE
583 D'onofrio Dr., Suite 200
Madison, Wisconsin 53719
(608) 833-5900
personnel inthe wood truss industry,butmust, duetothe nature of responsibilities
involved, be presented as a guide for the use of a qualified building designer or
installer.Thus, theTruss Plateinstitute, Inc. expressly Oisclaims any responsibility
for damages arising from the use, application or reliance on the recommendations
and information contained herein by building designers, installers, and others.
Copyright C by Truss Plate Institute, Inc, All rights reserved. This document or
any part thereof must not be reproduced in any form without written permission
of the publisher. Printed in the United States of America_
CAUTION: Alltemporary bracing should be no less
than 2x4 grade marked lumber. All cohnections.
`A should be made with minimum of 2-1 qd :nalis., All
trusses assumed 2' on -center or less. All multiply
trusses should be connected together: ir ,'accor-
dance with design drawings prior to installation.
.. .TRUSS,STORAGE:
Trusses stored horizontally should be sup-
ported on blocking to prevent excessive
lateral bending and lessen moisture gain,
CAUTION: Trusses should .not
be unloaded on rough terrain or
uneven surfaces which could
cause damage to the truss.
Trusses stored vertically should be
braced to prevent toppling or tipping.
WARNING: Do not break banding until installa- A DANGER: Do not store bundles upright unless
1"Alion begins or lift bundled trusses by the bands. properly braced.
DANGER: Walking on trusses which are lying.
A I WARNING: Do not use damaged trusses. flat is extremely dangerous and should be strictly
prohibited.
Frame 1
�1.
I WARNING: Do not attach cables, chains, or
hooks to the web members..
WARNING: Do not lift singietrusses with spans
greater than 30' by the peak_
MECHANICAL.;
/ sa� • /�GW% INSTALLATICiN,
or less-
Ta Approxlmately Approximately Tag
g Mhtruss length %truss length \\\\Line
tine -
Truss spans less than 10'.
J 1 Lifting devices should be connected Strongback/
Spreader Bar to the truss top chord with a closed- SpreaderBar
loop attachment utilizing materials
Toe in Ri " f'—Toe in such as slings, chains, cables, nylon _
r strapping, etc. of sufficient strength
�- .. . ,/ I % ;I to carry the weight of the truss. I
Approximately
Mato Y4truss length
Greater than 60' �^
t
Less tnan or equal io ov
a
Tag
Line
Tag
Line
Atorabove
mid -height
10.
Less than or equal to 60'�--, \ Tag Tag Greater than 60'
Line Line
CAUTION: Temporary bracing shown In this summary sheet Is adequate for the Installation of.
®trusses with similar configurations. Consult a registered .professional engineer If a different
bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A
Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood
Trusses, DSB-89, and in some cases determine that a wider spacing is possible.
GROUND �RQGING BUILDING INTERIOR GRQUND;:BRACING:-BUILDINO.'WERIOR
GBp ..4-Top Chord~' Typical vertical 1 —' - End VYail Sk
.••� 7-,`-''rN-� �' attachment ! Plan
W.
1 I =-^,.� 'r; f I 'r•.•+ s ; MOCK, s
Ground brace i ,� \ nil41
verbl `t n f Ground Brace
,
'cal. (GBY) I _.ToO Chord ....:.C'_Bv �' K 4 w
verticals (GByI.........
Groundbrace llffl s
Y ' 1l'.�.II! �. ` diagonals(GBp}kib_'..J..i1 f f�i
mot: v;, • -
-• Moto:2n?
>l17
Ground brace
vertical (G8v)
N.
Wr
�rl/'
�'-r?: ^`'"'�
;:i
Backup
�J strut P
lST)
v,�. -
ground
��``
stake
r'!
Driven -
.. Typiee1 horizontal tie member with
'.
1M floor
ground Makes -
multiple slakes (HT)
_ J
CAUTION: Ground bracing required for all installations.
,,W'truss of br,
*up of Huse
(EB)
Frame 2
12
4 or greater
7
Topchords that are laterally braced can buckle
togetherand causedbtlapaeiftherelonodlago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purling
are attached to this topside of the top chord.
--T
71 il*N
SPA
IT C.
s
Up to 32'
4112
8.
20
Over 32'- 48'
4/1 2
10
7
Over 48'- 60'
4/12
1 5'
6
4
Over 60'
See a registered professional engineer
DF: Douglas Fir -Larch SP - Southern Pine
HF Hem-FIr SPF - Spruce -Pine -Fir
Continuous Tor) Chord
V-- All lateral braces Lateral Brace
lapped at least 2 Required
trusses: 10' or Qr(
o "th ;olm"Mim'ditions could. flabdit-10
WARNING: Fallur-6t6fo I w, ese rec
-drdaity .tovusses: :buffdings:':,
TOP :
MINIM.
40RIa
....
D1iiGONAt9RAC
PITCH
.T LA .....
ERIA-L' 9
SPACING�,
SPAN ADIFFERENCE
W
j7
:SPIDF,
F.
Up to 28'
2.5
7'
17
12
Over 28'-42'
3.0
1 6.
9
Over 42' - 60'
3.0
1 5'
5
Over 60'
See.a registered
professional
DF - Douglas Fir -Larch SP - Southern Pine HIF - Hem -Fir SPF - Spruce-;Pine-+Ir
Continuous Top Chord
Lateral Grace Ali lateral braces
Required lapped at least 2
trusses.
10'orGra7 Z'
Aftachirn4
Require(
12
X,
Attachment
Required
.0.
01
/
0
OVI
Top chords that are laterally braced can buckle
EMU
Wgathefandl-ousecallapoeiflherelanodiago•
kz nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purring
are attached to the topside of the top chord.
Frame 3
12
--'� 4 or greater
k
Bottom chord diagonal bracing repeated
at each end of the building and at same �� ±
spacing as top chord diagonal bracing. ----' '
WE$ MEMBER PLANE
BOTTOM`CHORD
BQTiOM 467 6 DIAGONALBRACE
MINIMUM LAibUL'HRACE SPACING
SPAN PITCH 'SPAGIWG(LB�.:. [# frbssesl
i
Up to 32' 4/12 1'5' 20 1 15
Over 32' - 48' 4i12 W. 10 7
Over 48' - 60'1 4112 15' 6 4
Over 60' 1 See a registered professional en ineer
DF - Dougias Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
All lateral braces
lapped at least 2
trusses.
BOT1;OlV! :CHIJRDPLANE ::
WARNING: Failure to follow these recommendations could result in
severe personal injury or. damage to trusses or buildings, A
Cross bracing repeated
Permanent
continuous
lateral bracing
as specified by the s
truss engineering. x 5 5i
Frame 4
OP CHORD:
,_H "
Jop. CHORD:
-:DlAGO ALBRACE-
:MINIMUM
LATERAL 'BRACE . o
SPACING (D8s}SPAN.:"
S
i6s]
:S P.
:SPFIHF
Up to 32'
301.
16
10
Over 32' - 48'
42"
6
4
Over 48'-'60'1
4V'
S'
4
2
Over6O'
I See a registered professional engineer
DF - Douglas.Fir-Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce -Pine -Fir
-4,
L The end
diagonal brace
for cantileveted
trusses must be
placed on vertical
Webs in line with
the support.
2 . x4'j2A: i
CFiQRD
Top chord& thatare laterally braced can buckle
toget.herand cause collapse if there isno diago-
nal bracing. Diagonal tracing should be nailed
to the underaide of the top chord whert purlins
are attached to the topside of the top chord
End diagonals are
stability and must be d p
both ends of the truss system.
Continuous
Top Chor d
Lateral Brace
_2
Required
0' or
Greater,
Attachment
Required
r "e. �g--_
F
A 301 or
,r `� -4 greater
AWARNING: Failure to follow these recorhmendations could result In
severe personal Injury or'damage to trusses or buildings.
PARALLEL.. ";. .'0..,..I).,_ ,'T'-RU,SS:T,6P.H6k6
.:C
Top chords that are laterallybraced can buckle
togetherand cause collapse If there isnodinge.
nal bracing. Diagonal bracirg should be "ailed
to the underside of the top chord when putlins
are attached to the topside of the top chord.
End diagonals aFe' i
stability and must be duplkaled'or
both ends of the truss system. -
3"A'
Trusses must have lum•
ber oriented in the hori-
zontal direction to use
this brace spacing.
Frame 5
TOP CIiORD
CHORD
DIAGONALTOP BRACE
MINIMUM
LA"TP
$P-ACING.(1b";
PITCH
�.:SPACI , NG( S
SP/DF,,-ASPF/HF-
a
I Up to 24'
3/12
81
17 .1 12
F0_Ver24 -_42'
3,112
7'
1 6
Over , 54'
3/12
61
1 6 1 4
Over 64'
See a registered
professional engineer
DF - Douglas Fir -Larch SP - Southern Pine
HF - Hem -Fir SPF - Spruce-Pine-fli
Diagonal brace
also required on
end verticals.
Topchords that are laterally braced canbuokle
togetharand cause collap3effthern is"o diaga-
nal bracing. Diagonal bracing abould be nailed
to the underside of the top chord when pu!tins
are attached to the topside of the top chord.
mpN,..'' TRUSS::;
:Q TR.. .1
PLUMB
12
greater
All lateral braces
lapped at least 2
trusses.
Continuous Top Chord
Lateral Brace
Required
10' or Greater
Attachment
Required -
AWARNING: Failure 16 follow these recommendations could result In
severe personal injury or damage to trusses or buildings., A
Truss
Depth I
D(in)
i.11 Lesser of
D/50 or 21
Maximum Plumb
Misplacement Line
12"
1/4'
V
112"
2'
—24"
36'
314"
3'
Will
4'
60"
1-1 IV
5'
72"
1 -1!2"
6'
84"
1-34'
7'
96..
2'
W
106'
2"
91
fNSTALLATION TOLERANCES.: BOW
Length
L(in)
Lesser of
LJ200 or Z'
L(In) — 1 — L(m)
T
...........
T;7:777 Lesser of'
'A U200 or Z'
i
L (n)
Qft):
200" 1" 16,7'
250-7 1 -1 f4!' 120.8'
300e I ' 11-1/Z' 125.01
50"
114"
4.2'
112"
8.3'.
_100"
150-
3/4"
12.5"
OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES.
DANGER: Under no circumstances should
WARNING: Do not cut trusses.
construction loads of any description be placed
1 1 4A on unbraced trusses.
Frame 6
ae Q3l
•�a,e A6
O31'Iddf15 36 Ol 2l39NVH A11DVdVO .Ldl'{dt1/� b66D1=SS'fI:OtZI)'KCitOSSZ)j SS(laj �OddilS.i Sl"WB 7
'AIM 9N1{IVO130OW � *I UlV={6X6V'OXSZ'lX011l) s _0,03V! SlIOe 6.
caVo'1 WOO •sm .0996 Nydo Ol m eas/se,:,011l X(A-M le Wm .*d Nt13H1llQS. W4 S1"i08 -WV.la .919
(131'kl<I-aNIAO 'S'00601 BVI -31WIJ16-'S'4'N >:13d 8311'14IA VQM 319NIS
iaVO'l "0 'm OOLII-S3w3VdVD H30NVH :S:)-ro!Oi 839WH
.ems. =�tcoM1: aaeNv�1
•$Snllls2130E119 HDd Goad smew3w oAV .40 NIW
•SS(W t13=9 • 10.03H 5UlGll M 40 mw
co.038 sv'SI: om 1-108)
SZi3Fmm .9 Slf wm S1108^•tl" maa TN
'J11OHw=HI'St10i1Num 38 01 Sal3M Tiv
)plHL .7/1 '13=-(gs-v):38 O.L. 5'Wd-T V
799NVH SSlkll la=1 G3a BM a1DN,
r� t:%
�
3imn&w mow►
� �.
BOOM
38 AVW SM'M
.5
LION
INOLM '®H MO-VM
ssrai muwam)
0
3
a)
LA dr
C
N
r
■A
r _
a
-musaA 9X1 'NISI
■
.I /1 • - o
0
o .7/9 9=W 7 tw
.S=W £.Wgl =e
.2/1 C--W Z WA
0
0
�o
a
0 0
■ 1
riw
i'gFI11M1
0
(d+W
Q O
shoe na►u •Wvw.wa
0
.1111=W h HOJ
.9=W isNOd -'V
U 0
.9=N Z 210d
p,.___.
.Z/11- j bil I l
RI
RfI'
■
a
k tt
A _�r 2' 4%
y.. FOR IM:.'
FOR 2M=4'
FOR 3M=5 I/2'
d 0 A: FOR 4M=7 1/4' "
■
rq
Ere' DIM TNRU BOLTS 1 V2 1 It2r
0 Q
;I
AL 0
■
M O gl1t. Ha.E
O
FOR IM=3 I/2'
FOR 2M=3 1/2'
B: FOR 3M=S'
FOR 4M=6 .3/4' O
0
NOTE: FOR Ill TAM 2X6 FILLER REWD.
MIN. IM VERTICAL
GIRDER TRUSS (ZX6)_BLOCKS
o
�
a
o
NOTES
WOOD BLOCKS MAY BE
REWD FOR LrLiFT
WHERE APM.ICABLE
r-i
OL
O
rL
O
w�
A A
WELDED STEEL TRUSS HANGER:
1/4' ALL PARTS TO BE.(A-30STEEL I!4' THICK
— — — ALL WEIRS TO BE CONTINUOUS THROUGHOUT. .
How All STEEL THRU-BOLTS W/NUTS & WASHERS
13 /46 1/4' 6' Crna (BOLT LBdGHTS. AS REQ'D.)
MINA OF 2X6 VERTICAL REQ'D. • GIRDER •TRUSS.
aFw
MIN OF TWO MEMBERS REWO FOR GIRDER TRUSS.
HANGER MART(='SPH2'
FRONT VIEW SIDE VIEW HANGER CAPACITIES:
7810 LB& (ROOF LOAD)
7800 IN. (WIND UPLIFT) (2- PLY TRUSS)
4642.Lm (WINI) UPLIFT) (I —PLY TRUSS)
6248 U L ¢LOOR LOAD)
HANGER CN_CS:
SINGLE SHEAR VALUES PER N.C.S.-91/TABLE- s.z8
.
PINT: LUMBER `ONi.Y)1( lDO Lsal580 LB8 (�-) TO GRAIN BANG TO BE SUPPLII:C
5! DIAM.. BOLTS (FOR' %SOUiHERFI
6 BOLTS REQ`D = (1170x1.25)(0.89x6k 7NO L13L /ROOF LOADING ONLY.3
TRUSS I $�
BOLTS
3 BOLTS 0 SUpFOR7ED'TRUSS ((II"oX*(61 )jI.33-46U LBAIPLIFT CAPACITY (I PLY TRUSS)
2' 4'
12`
FOR 2 MW
0
FOR .3 M� 1/2'
0 0
A.
FOR'4 M=7 OW
Mlr
�1
to
jr)
519'' DIAM. iiflll BOLTs
0 0
I
Q
MAI\N.OLE-
j
to
•
FOR 2 M=3 1/2'
B: FOR 3 Mom'
Q
•
FOR 4 M=6 3/4'
!
,�
1/4'- . 8 /4- i 1lr
1
t
MAIL HOLE
iMa
Ci.Fr1R i .
-FRONT VIEW SIDE VIEW
HANGER CAL.CS'
SINGLE SHEAR VALUES PER N.D.S.-91frABLE- 8.20
51V DIAM. BOLTS (FOR SOUTHERN PINE LUMBER' ONLY)X 1170 LWJ580LN - (J4 TO
GRAIN
4 BOLTS RF.WD - (1170XI.25X6.WX4� 5675 m./ROOF LOADING ONLY.
2 BOLTS* SUPPORTED TRUSS L(2350)+(1220)II.33-4746 te/UPUFT CAPACITY
WELDED STEEL. TRUSS HANGER:
ALL PARTS TO` BE W36) STEEL 1/4' THICK
ALL WELDS TQBE CONTINUOUS`.THROUGHOUT.
-ALL STEEL THRU-BOLTS WINUTS` a WASHERS
(BOLT LENGMS..AS REG:D.)
MIN OF 2X6 VERTICAL RECD. '0 GIRDER TRUSS.
MIN OF -TWO'. MEMBERS REWD FOR GIRDER TRUSS.
HANGER MARK='SPHP
HANGER. CAPACITIES:5675 LBB. (ROOF LOAD)
4748 LBS. (WIND UPLIFT)
4640 U)s..(FLOOR LOAD)
(W) BLOCKS
CABLE
O
0
llllllll ti
K"ER CA
SFO) LA
r U � 1
Wr�
r-
c
NCTEe � W O
WOOD BLOCKS MAY BE w
W iEW APPLICABLE w
A pa
F!
rn
�E�
r
HANGER TO BE SUPPLJED
BY BLAR.
Plated Truss
HHC / HJC / HJHC / HTHJ Hip/Jack Connectors
HHC — Designed to support hip/hip truss/rafter.
Contact USP when using in multi -ply applications.
HJHC—Allovis for hip/hip support and hip(ack/hip installations.
HJC & HTHJ —Used to simultaneously hang a combination of hips and
jacks off girder trusses. These hangers fit both left-hand and right-hand
applications, An open back design allows for retrofit installations.
Materials: HHC, HJC, & HJHC —12 gauge, HTHJ 18 gauge
Finish: G90 galvanizing
Options: See Specialty Options Chart
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specified fasteners. See Product Notes, page 17.
4
45* 45-
Typical HJC/HTHJ installation top view
HTHJ
Typical HJC/HTHJ
installation
457-.jr,x— 5-
Typical HHC
installation top view
Iala�,
H
3-114"
HHC
CUSP -
STRVCTURALCONNECTORS
MTek
�..,
45" -�1 v •<-- 45'
Typical HJHC
installation top view
i
H
HJHC
Allowable Loads (Lbs F2
"Anawable Loads �1�4s�
3
Supported
Member
w
s
m�
per
Floor:
Roof
=
U IHt'
fTaoy
r i4°f
0 '
si
s r
z
`H
per
t 3
p
tJack
Ste�et
=1`6Q95r
'� .nEBCt un,
FStn>ck?Pto:^:.
xRe$fia' .
LTHJA26,
Eau
s
:0 " T` %
.:�-
"
.1009'u
its%
1251%
160%
l(O11%
�1:i59`i
-S�r46
eRef.-;�.
s
10
2 x 6 right Ileft
HJC26
THJA26,
12
5-3/8
16
led
5
7
tad
2v85
2740
2980
184J
2180
2510
2725
1955
R8
THJU26
F5
2 x 8 rightlleft
HJC28
12
7 VB
20
18d
6
8
10d
298C
3426:>3505
184q;
2725
2955
2855
1965
23t 6,i�ttrilna�
:1H126 F
�`
T2 '
171
20,
16d
5
tOd
3141J
3505
°505
21311
2725
2800{1
187Q
�r
``
Ra s
28,a
a
_..
3505
2410
'2805
'2"W6
130
2x:tfxetrrtlnal
2 x 6 terminal
FtfiC213505
HJIIC26
12
5-7116
20
led
5
2
10d
%31 W
f 3505
!35a5
2410
2725
2815
2815
1230
2 x 8 terminal
HJHC28
1 12
7 3116
24
led
o
2
tad
350¢
3505
3505
7i4lO;
2820
2820
28'Lo
1420
r
i
-, r
5
.�
t 6'
16d
7
,
5 `
16d
:.
219ti
2720
-:,:
2740
::,
119tJ;
rr
t920
211a
w
1t10
'-
iz5
10. R8,
2 x b1r[nigal
Hil)J26 Ttl
F
HJC Specialty Options Chart
O'Po
., , �Hnp'(russSkew _
Range
30 to 60'
Allowable Loads
100%of table load
Ordering
Atld SK, angle of hip
required, to product number.
Ex. HJC26 SK55
,�.._..-Specify angle
! (60' max)
Typical HJC (skewed) installation
with alternate skew angle top view
11 Uplift loads have been
increased 60%fur mind
or seismic loads; no
further increase shall
be permitted.
2) Loading published for
total load of hip ! jack
connection.
3) NAILS: lad nails are
0.148" dia. x 3" long,
teed nails are 0.162" dia.
x 3-1 /2" long.
her.' products or updated
product information are
designated in blue font.
1.3M"
A
H
q
Varies`^ -•yi
8"max. wldth
HJC (skewed)
a
c
H
8
Ise
Hangers
Face Fount Hanger charts
040-04 U IS P
STRUCTtJ RAL CONNECTORS
MiTek
Allowable Loads (Lbsj
Header
Jmst
RDAvk
cv i y} r
x
Figrlr R60t Uplrftr `�"
Code `
rr"
rrUSP
,' Nad
140/0 lt5°fa 1259a .,,1fi0%. i>r
,.. Rei_,s
JUS44
LUS44
18
3-5/8
3-1/4
2
1
4
16d
2
ifid
'8t15
".920 965
°;:325'
5UH44
U44
16 13-9/16
2 7/8
2
1- i8 j
6
10d
2
10d
750
9104
6
16d
2
1 od I
z880 r
1086
x' 4
HD44
HU44
14
3-9/16
3-5/16.
2-1/2
1-118
4
16d
2
?0d
`665
705HD441F
HUC44
14
3-9116
3-5/16
2-1/2
--
4
16d
2
10d
--565
10S,LU546
1
5
1040
1220SUkt44
910.t080
J123
5w50'f
5f
1800
755
<3 5lSr
13Q0
.3.516V"
e.2.>16d.,
,=4
rfGd , :
1085.
f$00,
1t55
T
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b U$6
E4;
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2112
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=s,6 .
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1:090
.1995 2095
ti
LQ$61F,,,,,,z
HUC46;_.7
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3911G
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1945 2095
t7$0'
JU546
LUS46
18
3-5/8
5
2
1
4
ifid
4
18d
1040.';t185
,1224
s"a1155;
JU548
LU548
18
3-5/8
6-718
2
1
6
16r1
4
16tl
�1.325°
1610 1645
=F355
10
10d
4
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f250'
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U46
16
3-911 fi
4-13116
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1 118
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HUS46
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3-5/8
5
2
1 j
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4
16d
1085
'1235 1300
155 `
HUS461F
HUSC46
.
——
3-5/8
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—
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_
d
10
>'>1155z --
R5,
HUS48
HUM
14
3-5/8
7
2
1
6
16d
6
16d
'1625"
=100 1995
s1610;
F24x8
HUS481F
HUSC48
14
3-5/8
7
2
1
6
16d
6
16d
1625
11850 199'i161Q1-
HD46
HU46
14
3-9/16
4-15116
2-1/2
1-1/8
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165
6
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HUC46
14
3-9116
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2-1!2
- ---
12
ifid
6
10d
1 W,
;1945. 2095
11A0i°'
HD48
HU48
14
3-9116
6-7/8
2-1/2
1-1/8
14
16d
6
10d
'IM
=2270' 2470'
;fll,
HD481F
HUC48
14
3-9116
6-7/8
2-1/2
14
16d
6
10d
fB75
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-$5905590
.s2975: IL
31, R1, F32
JUS410
LUS410
18
3-5/8
8-7/8
2
1
8
16d
6
16d
1840`-;210&
2290
" t980
lfi
10d
6
10d
2000
2245 id21V
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SUH410
U410
16
3-9116
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1-1l8
16
16d
6
10d
2350
-2670 288ti
=1135-"
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HUS410
HUS410
14
3-5/8
8-7/8
2
1
8
16d
a
16d
1W
71465 2W.'
2'2tQ'
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HUS4101F
HUSC410
14
3-5/8
8-7/8
2
1
8
16d
8
16d
2170
,240 2660,,
:'22i01
F2
HD410
HU410
14
3-9116
8-13/16
2-112
1 1 /8
8
16d
10
10d
2540
1920 3175'
341905w,
4 x 12
HD4101F
HUC410
14
3-9116
8-13116
2-112
-- --
18
16d
10
10d
-2540
"2920 3175
"1905
HD041OF
HUCQ41.0
14
34/16
9
1 3
1-1/2
i 12
4VS3
6
4VS3
5015-.
5596 5590
52975-�
31,R1,F32
HUS412
HUS412
14
3-5/8
10-7/8
2
1
-0
16d
10
16d
,27,10i.30$0
3335
8060'
HUS4121F
HUSC412
14
1 3-5/8
10-7/8
2
1
1 10
16d
10
16d
274%
3325
3U,
HD4':2
HU4":2 _
i4.
3-9/1fi
10= 3I16
2-1/2
1-1i8
22
16d
10
10d
1, 3f(l0,:356$
"3080
3880:
'1905
R5,
HD41.21F
HUC412
14
3-9/16
1.0-13i16
2-1l2
-- --
22
16r1
10
10d
3100.
3565 -1 8Q
a1905:f
F2
HGQ4121F
HUCQ412
14
3-9/16
11
3
1-1/2
14
�US3
6
1'!S3
5605
'5fi05 5fi05;
;3280'
31, R1, F32
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2)16d sinkers (0,148 dia. x 3-114" long) may be used at 0.84 of the table load where 16d commons are specified.
3) 4VS3 Wood Screws are ?/4" x 3" long and are included vitth HDQ hangers.
4) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-112" long.
New products or updated product information are designated in blue font.
Corrosion Finish ®Stainless Steel GGoldCoat EliDG ®Triple Zinc
114
This does not apply to JUS, HUS, MUS slant rail hangers.
t
I
H
i
E
Continued on next page
t
0
0
Plated Truss
THDH - Heavy -Duty Truss Hangers
Materials: 12 gauge
Finish: G90 galvanizing
Options: See chart for Corrosion Finish Options
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specif led fasteners. See Product Notes, page 17.
• Joist nails must be driven in at a 300 to 450 angle through the joist
or truss into the header to achieve listed loads. Standard length
"double shear" nails must be used to achieve listed load values.
• See EWP applications pages 147-148.
Drive joist nails into header at
3V to 45'to achieve listed loads.
Typical THDH double
shear installation
THDH
U S P
STRUCTURALcoNNECTORS
MiTsk
Typical THDH26-2
instal Cation
THOH26-2
rSodu
Eloor Roof U W
� P
t?oor �,
ry
r
��
'
:H:r1Ey
'Tpp2x6-8
THDH26
HGUS20
8
5-7/1"e 5
20
tad
B
tad
%4375•
=4895
5245!
,'2340?'
3710
4150
4430
1810
2xB-10
THDH28
HGUS2B
8
7-MB 5
36
16d
12
1"od
?7595
"`8025--
8025
:'d370
6240
6460
6460
2620
2 x 10 -12
THDH210
-
1-518
9-311^e 5
1 4G
tad
18
led
93tfl
•9B55.;
9855
;5400'=.
8110
8730
9150
4225
2;1.:1Z16x11 {74.`;14,_„
`'iH4H2792a
', ,.
22f4.
;:9^118" ,4
4C.;
` lod
12.1"=16d.
90to
';9010
9dt4
.431V,
i' LtS;
s72i s
1215
2621i'-
;2s tltDiXT1.714'=,16 ,,"FtttSH271.12
-"«,..
.,... -.,. ,
x23fG
,,t0-7i8;
4 ,56":
46d
14:
,<tBd
'9845
"9$45+'
984a:
`4370
T9!!
I
Z f1f16 >f 14,,:16 - .t
, _EFIDH2114E,,,
,_ < ?
2✓3C4 ,
12--174 ,4
;66`
1od -
'ttit
, •16d.;.
11185
4,1710
.12t65
s=510D
;:8385
„$880
'9210t
, 3305!
3-1/4x9-112
THDH3210
HGUS3.25110
3-3116
9-3/8
4 46
1Cd
12
1ad
7W10,
dl
W16
?l370'
7195
7195,
7195
2620
3-1!4x 10-5/8
THDH3212
HCUS3.25112
3-3110
10-518
4 56
led
14
lad
i9B45
J845
9tr4a.
`>6225'
7880
788b
7880
3055
#itdUS2F.2
,16d
. `A375
`4895`
.5245
`2340
37,4:
-
!i57'151
DN28,2,
H6US2E�2`".
$,J1f
,r1,118", :4
,'36'
.°Cod,.
1f)"
. 1od,
'.7360
i,
8025
6Q1►d
„64W
4ij4,
3�7k�6
_ 9_t lfl:_ '4
.`4B_'
_ 1 ad
;Y 2_
.96d ;
'r30i0 `
' 90f 0'-
"9010
^:4370.
; i205.
I209>
.&7215,
,62Q"
_
4x 6 -8
7HDH46
HGUS46
3-9/16
5-318
4 20
16d
B
lad
=A375
'r4895'.
5245
'-2340:
3710
4150
4400
1680
5
4 x 8 -10
THDH48
HGUS48
3-9116
7-118
4 36
led
17u
T lad
75
W
7W
7333b:
6235
6235
6235
2180
115
4 x 10 -12
THDH410
HGUS410
3-9110
9-1/8
4 40
18d
12
1 1aad
.00
901tY
7W
?497
719b
719D
71W
2620
F2
4x12-14
THDH412
FIGUS412
3-9/16
10-112
4 56
led
14
led
:9845
79845
9845"
752253
7875
7875
7875
3055
4 x 14- 16
THDI1414
HGUS414
3-9/10
13-1;6
4 66
lead
16
led
12510
A 10
12510.
8b15;
.9705
9705
19705
3365
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`tiCUS2a.3zw.,
s'-7)B..,5'.7E16
4 "Zd:.
t6d
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,tad
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5245
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61,#
3'2 10 12
4NDH21d 3 ::THGt1521t0-3�
',,
,6 1`F8.
"3-3;16 .
4 :`483
,.lad
. 1.6
.16dr
.9785
;8855:.
9655'
`5400'
19855,
a9855
98$5.
± t75<
312'ir12 .14., =
titDH2t2,$ t
ftGUS212 3
ri t%8
:11-361"a .4"'SB
Cod '
20
`Y6d'-
10385
IMS
40365
=W(0 ,'
103G�a
403$5
0365
=` "
'f 4 ,1�..< fz,.,,.:THf{H2Y43
w
HGU$2143s'.
5118
'13-3T1"o• "4
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"22=1
;Y6d`;
1251012546
12510
60t5
:9Zt5
97t5,
'97 5
fi25%
bx10-12
THDH610
HCUS5.25l10,
5-1/2
9
4 46
leed
1C
1ad
699D
899Q
899D
54001
8295
8300
8300
3365
HGUS5.50/10
"ax12-14
THDH812
HGUS5.25/12,
5-1l2
11
4 56
12d
20
1"od
1•;.
10365
10365
103fi5
5400'
10365
10365
10365
5280
HGUS5.50112
6x14-10
THDH614
HGUSEHA4
5-1/2
13
4 66
led
22
lad
12s1032510
11516
^6D1"5
9685
9685
9685
4625
(2"x,6, B ,s '.
•:THDH26 A
�HGUG2W4
"4
1& 16.
Z51A16
4 :20,':
led -
'Q:y
,YGd,
4�75
•:4865
,5245,
"2340,
'371U
t15D
;�}38tt
16803
. .:. ,.
4;2>XB,,tO„-,,;"'7-9116
,x;
:4.
;36`
� 1"od.
',Uy,
16d :
''Z695'
'788f
7Q35
.437D':
%50t5
wi, 15i
0015
' 2525;"
110
6-314X 9-14
THDH6710
HGUS210-4 ,
"0-7/8
B-13/16
4 4C
16d
12
led
38990
6990
8990
t970';
7900
8260
8260
2525
HGUS6,88/10
6-3/4x 11 -18
THDH0712 `
HGUS212-4
6-718
10-13;1c'
4 56
led
14
led
8990
899D
8990
v,2,
8270
8270
8270
2945
HGUS6.88112
5,
6-3/4x13-20
THDHC714
HCUS214-4,
6-11
12.13;1C
4 66
led
16
tad
t2510
12510
12510
'f015,
9620
9620
W20
3365
R5,
F2
HGUSG.B8/14
DH721D
4 "46,
16d .
12
16d:
8990
M9
8990
-4a70'
;-79W
+8255
';8255„2525'
rHDH7212 ..
.RHI &7:?511T.. ,
r7 t?4,
10-177
4 :'S6
,lGd
"t4
.1rid `
`8990
8<350
,89D0
=5225'
6265""
'TtiDH72Y4„xi'1HGUS7.25e:
4
. 7=114..
:12r1;4 "
4 ,66
1Gd
46
led
112510
125t0
12518
6015
:9615
.9615'
``9Fitar;
'3965;:
1) Uplift loads have been increased 00Y. forwind or seismic loads, no further increase shall be pernliT.ed.
2) Joist nails need to be toe nailed at a 30' to 45 angle to xhieve allowrable (cads shown.
3) NAILS: led nails are 0.162" dK x 3-1/2" long.
New products or updated product information are designated in blue font.
Corrosion Finish
M Stainless Steel fflGoldCoat
HDG ■ Triple Zinc
-o
189 Continued on next page
6E
Plates! Truss
TH® Heavy -Duty Face Mount Truss Hangers
Medium -to -heavy capacity face mount hanger.
Some THD models are available with a
min/max installation option,
Materials: See chart
Finish: G90 galvanizing
Options: See chart for Corrosion Finish Options
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specified fasteners. See Product Notes, page 17.
• THD Min — Fill all round nail holes,
THD Max — Fill all round and diamond holes.
Typical THD28
installation
A
H
rt
4+1 V
THD28 .
040-0,11 us P�
STRUCTURAL CONNECTORS
MITek
THD double or larger
OF/SP'.
'
AUowabfe Lnads'tLf>s�
c�"x
afar.
Is
Reader
Truss
J/�1lSP�,Stee
MIN
Code
Floor
Root '_
U irft
y
'.T
,,_,.
Ttuss Size :
sr,StoctiNa
. <„Rst: Na <
Gaa e
a L'l. ,iR'.
D
, A _..
INaz
Q
F e
Q
a
100
115°�G 725y
,160°,G•
w.
2 x 6 - 8
THD26
HTU26
1 S
f -5/8
5 1/16
3
1 7J3
-tvlin-
18-
-16d-
-12-
-1 Od x-1=1!
=,M54
-3QQD
;006
—
—
20
16d.
20
10d x 1-1/2
"2940
3335
'+347d
2330•'
Max
2 x 8 -10
THD28
IffU28
16
1-518
7
3
1-7/8
Min
28
16d
16
1 Od x 1-112
4116
-.4485;
,t4485
•>23 L
Max
28
16d
26
10d x 1-1/2
`4115-:.
`4S7T,
-�5040,,
2330'.
Min
38
16d
20
1 Od x 1-1/2
, %15`
611a
57i5
SiitiS
2 x 10 -12
TH0210 '
HTU210
16
1-518
9
3
1-7/3
Max
38
1Sd
32
10d x 1-1/2
'5585
6335.
all
s3790 ,
TFID26 2
HkRf522,1
3 71i
5>
3
2
18
,16dr12
10d
277Q,
3150
3355
2340:
i=;",_�,::: u..,
':a?"..,:.„ik ?:.a,F
..,,
-��:w
,.e•7��z„`
..........
J.t2x_5'
.....
s(22if0 i2
r21Et2
7f16i�8f
2
a8
' t6dw
20-
fOd
585Q
' fir0
JEt5
89
kft�F20=Z,;a3
�
< �
<
R5,
4 x 6 - 8
THD46
H-IUS46
14
3'-5/8
5-5/16
3
2
13
16d
12
1 Od
277M
3125 `1,3355
234#�
F2
4x8-10
TH048
FHUS48
14
3-5/3
7-1/16
3
2
28
16d
16
10d
'Wtf
4866,
6605f„2595s
4x10-12
THD410,
hHUS410
14.
3-5/8
9-1/16
3
2
38
16d
20
10d
5860'
,H6Q0`.''7045
,3905s'
4 x 12- 14
THD4.12
14
3-518
11
3
3 '
48
16d
ZO
10d
,17045;
?045"
-7-a45
'4399.4�
4 x 14- 16
THD414
14
3-5/8
12-7/8
3
3
158
16d
20
1 od
::7Q45i'
?04a=7d45
,
21 10 .12
THD2f0'3 .:t♦FiUS210,
3{
< t2,a,
,.5. F/g
9...,.:
3
3:
3'S
t6d
20
:10tl":
`6535
:7255:
'7605
=385Q
`S x 10 -12'
THD610
I-HUS5.50/10
12
5 1/2
9
3
3
38
16d
20
t Od
6535
72557
",7G05
=34 0
6 x 12 -14
THD612
f 12
5-1/2
11
3
3
48
16d
20
10d
•8.2695
8415<'
�84151
12S5°
6 x 14 -16
THD614
12
5 112
1 za/8
3
1 3
1
58
16d
zo
1 Od
1415>
8415=
04255�
t.5d'
�20
}...10d.' -..
"6536'
^7255r'
7,605
,.385607
7x'R-1/4-14
THD7210
KHUS7.25/10
12
7-1/4
9
3
3
33
16d
20
14d
6535.
7255'
<'7G05
3410.
1) Uplift loads have been increased 60% for wind or seismic loads; no urther increase shall be perm i it
2) NAILS: I Od x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 1 Od nails are 0.148" dia. x 3" long, l 6d nails are 0.162" dia. x 3-1/2" long.
New products or updated product information are designated in blue font.
Corrosion Finish ■Stainiess Steel 11113old Coat EHDG ®Triple Zinc
Specialty Options Chart
- refer to Specialty Options pages 228-229 for additional details.
apton
„Skeyusdt<...:,:, .,
, . , Stop>3rIS„ • -
,..'.. Sloped / Skewedt;a
„Ir►vepted fiangt;, ....
Not available in widths < 3".
Range
1` to V
1 ° to 45'
See Sloped Seat and Skewed
Widths > Y can have
one flange Inveried.
100% of table load.
Allowable
65°/4 of ;able load
65°I° of table load
65°% or table loam
65% of table load when
Loads
nailing into the support
members end grain.
Arid SK, angle required,
right (R) or left (L) , and
Add SL. slope required,
Add 11F, one flange,
square cut (SO) or
and up (U) or
See Sloped Seat and Skewed
right (R) andieft (Q
Ordering
bevel cut (BP
down (D), to
Ex. THD4:0_SK45R._SQ-SL30D
to product rxlmber
to product number.
product number.
Ex. THD4' 0_1 IFR
Ex. THD410_SK45R_SQ
Ex.THD410_SL30D
) Skewed hangers with skews greater than', 5'
.-, have all pest nailing on outs& flange.
'} Sloped or slope d i skewed hangers with
sklpes gteamr than 15° may have additional
icistriails.
1) For skewed hangers, the required out type
(square or bevel) of joist member may vary
based on skew angle and width of hanger.
Some square cut hangers will require
custom pricing due to welded back plate.
New products cr updated product information
ire desigratec In blue font.
188
6D
Ij
Hangers
Face Mount Hanger Charts
U S P .
STRUCTURAL CONNECTORS
MTel<
�s
n
f ,
; Fastener 5chsdute�A '
*� DF1SP
W w
'ff
a
D�[nensrons(rnj
NloyrabieLaadS(Lbsj
Header
Joist
r 7
� -d11"�""_,33�111111'_'Usp
stesl�',
iao'Y
it590
12595
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4
10d
2
1Odz1-1/2
"470
540 '
SB0
3213
5,
JL24
LU24
20
1-9/16
3
1-1/2
15116
R5, F2
4
16d
2
10d x 1-112
�A
"640
R 695
3 t3
4
1Oil HOG {
2
10dx 1-112 HOG
;,465
535
"580
28Q
31, R7,
JL_41F-TZ
18
1 9/16
3-1/8
i-112
F32
4
16d HOG
2
1 Oil x 1-1/2 HOG
2x4
JUS24
LUS24
18
1-9/16
3-1/8
1-3/4
1
4
10d
2
10d
775
835
s510"
4
10d
2
10d x 1-1/2
:500
560.
605
3$O
SUH24
U24
16
1-9/16
3-1J4
2
1-3/16
4
16tl
2
10d x 1-1/2
,590
665
'r720
34 'i
5,
R5,
HD26
HU26
14
1 9l16
3 1/2
2
1-1/8
4
16d
2
10dx 1 1/2
565
F2
" `y
dC2
LU2fi ,
z 20
1 9/1fi
4 314
"
4 1!2
15/16
10i1
4
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4
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1 112'
6
10d+HDG
4
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;G95
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870
30 o-
31, K
4
10dx1112 G
830
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f035
730
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F32
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1
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115
5, R5, F2
MUS26
Ifx 26
18
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u
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HUS26�'
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6
:: 16d.
2760
3140..3345
1920 <:
5,
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650
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290
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6
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4
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z844
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6
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4
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• 695
800
87D
:130 x
31, R1.
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LUC26Z
18
1.9116
4-1/2
1-1/2
-- --
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16d HOG
4
t Oil 1-112 HOG
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1035
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6
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1400
:1600
1740;855
r
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20
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8
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4 4
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;'930
1065
1160
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31, RI,
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16
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6-1/8
1;2
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4
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.1105
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1215
= ,'73(f'`
JUS26
LUS26
18
1-9/16
4-13116
1-3/4
1
4
10d
4
10d
z;170
1006
tSh80,
31'1 [a
5, R5, F2
JUS28
LU528
18
1 9/16
6 5l8
? 3;4
1
6
10d
4
10d
�=1110
1270,
1375
i115
2 x 8
MUS26
14ftJS26
18
1-9,116
5-1/16
2
1
6
10d
6
10d
:1MS-,
41 i75'
1605
"865 "
31, R1,
MUS28
MUS28
18
1-9/16
7-1116
2
1
8
10d
8
10d
:1710
i'970'
2140
jMIX
F32
6
10d
4
10dx 1-1/2
156
840",
910
:.
SUH26
U26
16
1-9/16
5-1l8
2
1-3/16
6
16d
4
1 Oil x 1-1/2
880
-45000
!Aow
�755
8
10[1
6
t Oil x 1-1/2
1000
1120:
1210800
"z
-
SUH28
16
1-9/16
--
6-5/8
2
1-3/16
5
R57. —
--8-16d—
--6
1Od-x--1-112
, ,4T5
HUS26
HUS26
16
1-5/8
5-711fi
3
2
i4
l6d
6
l6d
2760
;31,40
-w
.1925>>
F2
HUS28
HUS28
16
1-5/8
7-3116
3
2
22
16d
8
16d
'4170
A345='434a
57D
H028
HU28
14
1-9116
--5-1/4
2
1-1/8
8
16d
4
10dz1-1/2
�1;t3Q
12953
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HD210
HU210
14
1-9/i6
7-3/16
2
1-1/8
12
16d
4
10dx1.1/2
1;690.'1945=
21i5
x730""+
1) Uplift loads have been increased 60%for wind or seismic loads; no further increase shall be permitted.
2) 16d sinkers (0.148 dia. x 3-1/4" long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers.
3) For JUS, HUS, -and MUS hangers: Nails must be driven at a 30' to V angle through the joist or truss into the header to achieve the table loads.
4) NAIM 10d x 1-112" nails are 0.148" dia. x 1-112" long,1 Oil nails are 0.148" dia. x 3" long. 16d nails are 0.162" dia: x 3-1/2" long.
New products or updated product information are designated in blue font.
Corrosion Finish ■Stainless Steel MoldCoat Z3HDG ■Triple Zinc
109 Continued on next page
6B
Plated Truss
MSHL I R Skewed Truss Hangers
The MSHUR is a versatile 45-degree: skewed hanger with multiple
installation options. It can be installed on a supporting girder truss
as well as solid -sawn and structural composite lumber headers.
Materials: See chart
Finish: G90 galvanizing
Codes: See page 11 for Code Reference Chart
Installation:
•: Install the required number of fasteners according to the load table
• Install fasteners into the carrying members at the locations
described below based on the proper "Mounting Condition."
• web stiffeners are required for VJoist installations.
• Hanger is factory skewed at 450 left or right.
U'll
5
Typical MSH213R installation
right skew
1-314"
1-314"
4USP
STRUCTURAL CONNECTORS
MTek
Typical MSH213L installation
left skew
rr
rrCombination
For MSH422U9,-the bottom six (6)
The straps must be field -bent
The straps must be field bent
"
fastener holes (three on each side
over the header a minimum of
over the header a minimum of
Follow the Face -Max installation
of the bucket) must be filled. Install
2" to allow four. (4) top flange
2" to allow four (4) top flange
for one side of the connector
eight additional fasteners (four (4)
nail holes to be filled (tvvo in
nail holes to be filled (two in
and the Top -Max installation
in each strap) where applicable. For
each strap). The bottom six (6)
each strap). Also install the two
for the opposite side of the
MSH213UR, the bottom eight (8)
fastener holes (three on each
(2) uppermost face nails lone
connector. The Face -Max
fastener'hoies must be filled (four (4)
side of the bucket) must be
on each strap) near the top of
allowable loads apply to this
in each strap). Install fourteen (14)
filled. Min. 2x6 bottom chord
the header.
type of installation. Min. 2x6
additional fasteners, seven (7) in
required.
bottom chord required.
each strap. Min. 2x6 bottom chord
required
VOW
Typical MSHL/R
Typical MSHL/R
Typical MSHUR
Typical MSHL/R
face -max installation
top -max installation
top -min installation
combination installation
CONNECTION TO CARRIED MEMBER
All Mounting Conditions
Install six(6) 10d x 1-1/2" nails into 2x carried member, or six (6) 10d nails into 3-1/2" wide carried member,
g
ry
'
n0a¢er
Joist AQowahle Loads �Lbs }
AGowa6teCoadS`(Lbs
}
Jolsi
r
s
r 80
k
Tup
Face
Floor
Roof
Upldtr
Floor
Roof
UpliRr
Material
USP
SteedjoUrtg
Code:
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fi5%
125Yn
160 n
fito9t
1ii4
" 75Yo
1i
x&4Yidlfi ..
.Stpfto
;;,iief No.,,
6atigez
GondlUaoi"
'
Q '
TY e
Q
Ty tOQ°1a
face. -max
----
22
1 10d
1 E
1Cd x 1-1/2 1770
1710
1770`.-
730.;
1485
1485
14851
615
2x Lumber
6'
top -max
4
6
1 10d
1 6
1Cd x 1-172 1735
-1735
1735,.;73d'.
1455
1455
1455
730
or
Trusses
MSf12l3L/R
18
R11;
F3
top -min
4
2
10d
E
10d x 1-1/2 '1240
1240
1240
— =;,
1040
1C40
1040
-- —
combination
2
14
10d
C
1,d x1-1/2 1770
'1770
177E
: 730�
1485
1485
1485
"n15
iaceinax
1#
10d
6'
10d`,",- 1750
t835
1985
615
150n`
1540
,154C
515
31l2JLVL
top {nary
4
63
1;Od
•, 6
'10d ; , 1829
182t)
182G
615
`1530.
153C
1530
51� ;
org9ar
Truss"es
MS4i422LIR
THALtR422
16
t .mm
74.
�,2..
53d
,T,
' 10d . 1�15
'1'415
1415
•11E0,
1190
'1190,
; �.
F2E
^pm61na5on
' 2
,10.;
'=tOd
C'
10d " 17'0
1835
-1635..
E75
-1500
'•1540
�1540
.,
�..
1) Upliftloada have been
Increased M for
ward or seismic Icads;
no further increase
shall be permitted.
2) NAILS: 1$d x 1.112"
nails are 0.148" dia.
x 1-1/2' long, IOd
nails are 0.148" dia. x
3" Icng .
Nov,! products or updated
productirfcrmadon are
designated In blue fcnt.
6C
194
Plated Truss
MSH Adjustable Strap Hangers
I -Joist, LVL, LSL & PSL Chart
1: 01-1 U S P
STRUCTURAL CONNECTORS
MTek
D(m$t�fOre pnj
Y
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212t1..
2190
223Q
595
1530
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ar
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18
1-Sr8
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top -max
4
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4
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3575
-384Q
6G5;
1810
18:15
19M
435
Icc-min
4
2
r0d
4
1C1
2434
2430
2430
.�'.:,
1400,
.1425
1445
--
4-5,8"wide
I-Jaisl
-
lace -max
--
4-6
'10d
a
1Cd
5580
5G2U
�.5f105
?05��`:
3850
3900
3935
435
MSH2622-2
16
5-3;8
1.3/4
22
91/4
lmn-mnx
4
6
1Cd
4
1Cn
3485
3575
,:it640
gll5'
1810,
1885
19411
435
t, ruin
4
2
10if
4
i d
24i0
2431)
'.243b
":'
1400
1425
1445
-.
1) Uplift loads have been increased 6ao for wind or seismic loads', no further increase snail ne permmeu.
2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1.112" long, 10d nails are 0.148' dia. x 3" long, l "od nails are 0.162° dia, x 3-112" long.
Now products or updated product information are designated in blue fmrt.
Corrosion Finish ■Stainless Steel MGold Coat EIHDG ®Triple Zinc
L
6C
Code Evaluation Information
Code Evaluations
Most structural products shown in this
catalog are listed in a current code
evaluation report from the. code
evaluation agencies listed to the right.
The load values shown in this catalog
were current at the time of printing but
we are continually improving our products
through better engineering design and
development so some of the evaluation
reports.may have been updated with better
load values after the catalog was printed.
In a few cases, we have submitted a formal
independent test report from an approved
lab to the code evaluation agency and are
awaiting on an evaluation report.
We recommend visiting our web site:
USPconnectors.comlcode-reports or, the
specified, code evaluation.agency's web site,
shown below, to obtain the latest load values
-from the magi-currLnt evaluation report. -"
Some code jurisdictions may require
additional load reductions and/or use
limitations for some products listed in this
catalog. In those cases, the products may
not be approved or may need further review
for approval.
We recommend contacting the code
jurisdiction having authority for your
project to confirm they accept the
evaluation reports'shown to the right,
or contact our Engineering Department
for further assistance.
Code Watch
"Cade Klatch" items are included to
highlight. ,relevant sections of the 2012 IBC
and 2012 IRC building codes that discuss the
y use of products contained in this catalog.
We strongly encourage you to consult with
a qualified design professional to review
the exact requirements of the relevant code
z references for your project.
0
N
® Please note that not all code sections
relating to the use of all products in this
catalog are Included. In addition, some states
and local municipalities may have adopted
amendments to the referenced code section.
Code references are for the 2012
International Residential Code (IRC) and 2012
International Building Code (IBC).
Code Reference Key Chart
a�Co a
�Rppraval,�
s n
Ga e-
IM --
.
ESR-2266
1
ESR-3444
2
ESR-1678
3
ESR-1702
4
ESR-3445
5
ESR-3446
6
ESR-1970
7
ESR-3447
8
ESR-2685
9
ESR 3448
10
. ESR-3449
11
ESR-2761
12
ESR-2787
13
ESR-3455
14
ESR-3_45_6
15
16
ESR-2089
ESR-2362
17 '
ESR-3609
18
ESR-2526
19
ESR-3768
20
ESR-3847
21
zzzz
IA'MO UES ER
��� azaa f
sort=.
ER,Cl201 .`
31
'sLA ®B5
LA City -
City of
Los Angeles,
California
RR 2590
R1,
RR 26017
R2
RR'25992
R3
RR 25991
R4
RR 25843
R5
RR 25759
R6
RR 25753
R7
RR 25976
R8
RR 25745
R9
RR 25972
R10
RR 25971
1111
RR 25749
R12
RR 25779
E13
RR 25836
R14
RR 25850
RR 25954
al
RR 26048
I S-0-1 U S P
STF2VCTURAL CONNECTORS
Mifek
Code _ F
A enc":,
rov, r".code-
` .,Lisftti s...r,
:Ref.
6
State of
Florida
Product
_ —Approvals
FL77241
F1
FL17232
F2
FL17243
F3
FL11240
F4
FL17236
F5
FL17239
F6
FL17244
F7
FL17245
F8
FL578
F9
FL17247
F10
FL17248
F11
FL17249
F12
FL17231
F13
FL17324
F14
FL17325
F15
FL17680
F16
FL1 7699
F17
FL10739
F19
FL1247
F22
FL2033
F23
FL5631
F25
FL6223
F26
FL17229
F28-
FL17219
1`31
FL17227
F32
FL17230
F33
FL17246
F35
�4Prescnptiue Cii�e �
� a �� �� ��
10t1<
Pending for
Code Evaluation
Contact us for
test data
110
;�WoLaad,l;apac�jt'4,"
No Code Listing
Contact us for
test data
130
New products or updated product
information are designated in blue font.
Code Evaluation Agency welisites
ICC-ES —ESR reports:
http:/,'iijw,N.icc-es.org/Evaluation—Reports
IAPMO Uniform ES — ER reports-
ipAijw.iapmoes.org/'Evald.agonReports
City of Los Angeles —LARR reports:
http://netinfc.1adbs.org/rreports.nsf
State of Florida — Product Approvals:
Y,,-tivw.floridabuilding.org/pr
11 17
Dade Truss Company, Inc.
01-01-16
HANGER SCHEDULE
FMAK
MFG BY
TYPE
NAILS TO
GIRDER
NAILSTO
TRUSS
Girder/Heel
MAX.
UPLIFT
(POUNDS)
MAX.
REACTIONS
(POUNDS)
o
MAX.
REACTIONS
(POUNDS) @
0
ENG. SET CODE REF
PAGE#
1
USP
MSH213
45 L & R
4T-6F-10d
6-10d
2x4/2x4
730
1770
1770
20E-10d
6-10d
730
1126
1126
6C
12F-10d
6-10d
730
965
1596
F16
8F-10d
6-10
730
643
643
3
r3
rUSP
USP
MSH42422F-10d
MSH424
4T-6F-10d
4-10d
FLOOR
MAX.
20"DEEP
1285
2965
2965
4-10d
1285
2420
2420
6C
14F-10d
4-10d
1285
1540
1540
F16
10F40d
4-10d
1285
1100
1100
2
USP
HUS26
14-16d
6-16d
2X6/2X6
1925
3345
276
10-16d
6-16d
2X6/2X4
1925
2389
197
6B
6-16d
4-16d
2X4/2X4
1925
1433
1182
F15
4
USP
HUS28
22-16d
8-16d
2X8/2X8
2570
4345
417
18-16d
6-16d
2X8/2X6
1927
3555
8411
613
12-16d
6-16d
2X6/2X6
1927
2370
2274
F15
8-16d
4-16d
2X6/2X4
1285
1580
1516
11
USP
THD28-2
28-16d
16 10d
2X8/2X8
2595
5005
4310
18-16d
12-10d
2X8/2X6
1951
3217
2770
6D
12-16d
12-10d
2X6/2X6
1851
2145
1847
F30
8-16d
4-10d
2X6/2X4
617
1430
1231
12
USP
THDH28-3
36-16d
12-16d
2X8/2X8
4370
7835
7595
20-16d
8-16d
2X6/2X6
3496
4352
4219
6E
F15
15
USP
JUS46
4-16d
4-16d
2x6/2x6
1355
1220
104.
7
F2
16
USP
JUS48
6-16d
4-16d
2x8/2x6
1355
1645
1325
7
F2
17
USP
JUS26
4-10d
4-10d
2x6/2x6
1115
108
87
6B
F2
18
USP
JUS28
6-10d
4-10d
2x8/2x6
1115
1375
1110
6B
F2
SPHI
by Bldg
See Eng.
Detail
Special
Hanger
4-5/8" Bolts
2-5/8" Bolts
MIN 2X6
VERICAL
4748
5675
4540
8C
N/A
SPH2
by Bldr
See Eng.
Detail
Special
Hanger
6-5/9" Bolts
3-5/8" Bolts
MIN 2X6
VERICAL
7800
7810
6248
11
8D
N/A
SPH3
by Bldr
See Eng.
Detail.
Special
Hanger
9-5/8" Bolts
4-5/8" Bolts
MIN 2X8
VERICAL
10900
11700
9360
8E
N/A
Note:
• These values and specifications have been taken from manufactures literature approvals
" All hangers must be installed in accordance with them an ufacturers specifications
*Cross reference hanger mark shown in truss layout with mark on this page for hanger type required.
Example: (1) Use one, MSH213from USP MFG.
Seepage 6C for MFG Spec's included with Eng. Sheets.
All Special Hangers to be by Builder
6A
4
Minimun Grade Of Lumber PLATES: ARE MfiEK M20-249,200. MANUFACTURED FROM ASTM A 466 .GRD .A GALVANIZER STEEL (EXCEPT AS SHOWN)
2X4 Syp. No. ASP PLATE MUST BE INSTALLED ON EA FACE OF JOINT SYIAMEiRICALLY .,(EXCEP f AS SHOWN) DESIGN CONFORMS "WINDS SPECS, FBG 2014
THIS DESIGN IS FORS TRUSS FABRICATION ONLY, FOR PERMANENT BRACING (WHICH IS ALWAYS REOD;) CONSULT BLDG. ARCHITEC
NAS—
D ETAI L PIGGY —BACK TRUSS
2Xj
BR
8r X 8" X 5/B" CDX PLYWOOD GUSSET
NAI ONE TO EA FACE OF TRUSS
W/ —12d NAILS ON EA MEMBER PER FACE.
(ALL NAILS SHALL -BE CLINCHED)
PIGG BACK TRUSS--,
0UCTURAL TRUSS
I
2X4 SCABS NAILED ONE
TO EA FAC :OF TRUSS W/4-16d NAILS
ON E.A. MEMBER :PER FACE
STANDARD PIGGY -BACK. DETAIL@
601 LT. 74 AM IM U a» N
aX pM q2_m wara0 C�s1 +�
YP.) I J \ \ 24'
O.C. MN
♦
MAX.
�Q�;SLicitvFc:a:, e. .
CONT. ' I.1 ^tf
�JS Q 'f'
ED
,5• �G
_ Via
CJw
.� 01rED P' .
DES. BY - uM
'CHECKED
.�� F
BY
DATE 0�4
'�it .e
DRAWING .._ _-
JOB No.
Minimun Grade Of Lumber
2X4 Syp. No. 2SP
2X6 Svp. No. 2SP
2X6 TREADS]
STRONGBACK
PLATES ARE MW M2Q-.249,200 MANUFACTURED FROM AST1A A 466 GRD.A GALVANIZED STEEL (EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT' SYMMETRICALLY (EXCEPT AS SHOWNI DESIGN CONFORMS- WADS SPECS, ,FBC 2014
THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERW94T BRACING (WHICH IS ALWAYS REOD.) CONSULT BLDG. ARCHITEC MAS-14DT
2X6 TREADS) STRONGBACK
.i!i� I �!ii?�\\ 2X4 CONTINUOUS BANDING 11Y/2-i 6d NA
EACH TRUSS. (BY BLDR.)
2X4 BLOCK
W/2-10d NAILS OYP.)
STRONGBACK DETAILS
TINUOUS LATERAL. STRONGBACK
)PENING OR 10 APPROX. 10'-('
FLOORS, 12-(I. O.C. FOR ROOF
WHICHEVER IS LESS.
NOTE: STRONGBACK MUST BE
INSTALLED BEFORE ANY LOAD
IS APPLIED TO TRUSSES.
2X6 TREADS)
STRONGBACK
(ANYWARE ALONG
CODE APPROVED ANCHOR
(BY BLDR.)
EXT. BEARING WALL
END WOOD WALL BEARING TRUSS
DIAGONAL BRACING AT ENDS
AND. EACH-STRONGBACK (S�PLMAN)
LOCATIONS. (BY BLDR.)
4-10d NAff� �Y?i No. 1 go..
pAA. -lall�
Mi 0. 74 4R 01n4t K 391N
WX (XgA W2-" WMo M* 4Q-"
Uffm l --- ti au ray M94V- oQ
CEO
��,r"
!A STRON WK
I* ZT fly
KFD BY SJ
DRAWING . —
t.�� JOB No.
Minimun.Grade Of Lumber F11ATES ARE MITEK .M20-249,200 LMJFACTURED- FROM ASTM A. GIRD A GALVANIZED STEEL` ,(EXCEPT;AS SHOWN)
2X4 Syp.. No. 2SP LATEMUSTBE INSTAL0 ONEA. FACE OF JOINT. SYMMETRICALLY (EXCEPT AS SHOYVN) OESIGN CONFORMS W%AIDS SPECS, FBC 2014
HIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT BRACING .(WHICH .IS ALWAYS REOD.). •CONSULT BLDG. ARCHITEC
NOTE; -
FOR TOP CHORDS, COTTON CHORDS, WMS,
AND PLATE SIZES ON UN TRUSS, CONSULT
THE MAIN TRUSS -ENGINEERING. DESIGN.
SEE
AWN
MEMBER TO BE DESIGNED
W/MAIN TRUSS.
2X4 CONTINUOUS BRACE REQUIRED
AT 4'-6 O.C. AND AT JOINTS
W/2— 10d NAILS AT EACH TRUSS
END BEARING
PROVIDE REQUIRED
ANCHORAGE BY BLDR. /
Ff
L— 3X4 CANTILNER lop
-11 WHERE APPLICABLE) I I AT
FALSE BOTTOM CHORD DETAIL
RING DETAILS FOR MAINTRUSS
DESIGN
2X4 (tYP.
PLA 3X6 SPLICE (TYP.)
I , , \
Nn cP `
5X6 SP10'-0"' O.C. (TYP.)
AL L -
FALSE BOTTON CHORD LENGTH
2X4 No 3 SPKD. (TYP.)
FALSE BOTTON CHORD
b.
i C Fa
OVED F E TRUSS . N DES. BY : MM
S E CHECKED BY SJ
n►ns uas r '° DATE 01 /01 /16
ewt mw .r Am ma ni 331ao DRAWING .
n ae (mg nos M JOB No.
rue 1-e00-3WW2 M M m-MU ,: ,,
w,
Minimun Grade Of Lumber PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 466 GRD A GALVANIZED STEEL (EXCEPT AS SHOWN)
2X4 Syp. No. 2SP PLATE MUST BE INSTALLED ON EA. FACE OF JOINT.SYMMETRICAIlY (EXCEPT AS SHOWN) DESIGN CONFORMS W/NDS SPECS ,FBC 2014
THIS DESIGN IS FOR °TRUSS FABRICATION ONLY. FOR PERMANENT BRACING ..(WHICH IS ALWAYS REOD.) CONSULT BLDG. ARCHITEC
12
2X
BR
D ETAI L
PIGGY -BACK TRUSS
fRUCTURAL TRUSS
6' X e X Ilt COX PLYWOOD GUSSET NAILED
ONE TO EA. FACE W/3-12d NAILS .ON EA'MEMBER
PER FACE. (ALL NAILS SHALL.BE,CLINCHED.)
PIGGY BACK TRUSS
ti I;
7 —_—_
•-: I (\ \` 24` O.0 (TYP.) I ! 24' O.C. (TYP.)
I I ��
MAX.
ADDITIONAL 2-10d NAILS
TOE IN 0 PIGGY -BACK
0��4tb5lFiZ:Di3�f�
2X4 X 4'-O" SCABS NAILED ONE TO EA 2A ING
FACE OF TRUSS W/4-tOd NAILS BYE ACHE LS
ON EACH MEMBER PER FACE T` T N$` ' • ,
~ -1 12
AP90ft, DES. -BY : MM
PIGGY —BACK TRUSS wig- -e CHECKED BY SJ
STANDARD DETAIL cwwt �r .•` DATE : D1/D1/9f
xr. �4 era rauu, nie '> `3 .` DRAWING
wx-4* sn- s eaaweo ( +n-+ees n 7 .� i JOB No.
riQiso t%eoo-�rnu Flue (� 477-M
PLATES.ARE MITEK.M20-249,200 I
PLATE MUST BE INSTALLED � ON EA
THIS 'DESIGN IS FOR TRUSS FABRI(
NOTE: TRUSS .DATA NOT SHOWN HERE
REFER TO •APPLICABLE ENG.:DRAWINGS.
USE 20 GALV METAL STRAPS
1/8"X 1' X I er_ •Mik. 19MLOCKE0
BETWEEN PLIES ATTACHED
W/4-12d NAILS TO EACH. CHORD
(BY BLDR.)
SPACE STRAPS 0 3T O.C. ALONG
TOP AND BOTTON CHORDS.
TOP VIEW
1/4! MIN. GAP.
TERLOCKING STRAPS
LTURED FROM.ASTM A 466 GRD A GALVANIZED STEEL- (EXCEPT AS: SHOWN)
OF JOIM SYMMfiRICALLY (EXCEPT AS SHOWN) DESIGN. CONFORMS _W/,NDS SPECS, FBG �fl14
ONLY. FOR PERMANENT BRACING (WHICH _IS ALWAYS RECIN CONSULT BLDG. ARCHITEC
GALV, MiL STRAPS
(TYP.)
r
try
r CROSS SECTION
TWO MEMBERS FLOOR GIRDER
CONNECTION
T0P
(IrA
►�� 169
\ r`•. � ON ��D
1
ON
TWO MEMBERS FLOOR GIRDER TRUSS --I \��%%% + + h
NOTE ,(+) : FOR TWO GIRDERS .SUPPORTING aolPpDR ,
`
OTHERS GIRDERS INSTALL ONE' STRAP
AT EACH SIDE 4F HANGER. "
WADS ?Sd189
OHM" UL-
m post sew+• wo om cm Yn-r
VM-1 •ao-Z&-tart FAVA M»
�r��r •;c•
V
7dF`
d,
DETAIL
. j a.
DES. BY mm
CHECKED BY SJ
DATE 01l01
DRAWING
JOT3 No.
n
Niinimun.Grade Of Lumber
2X4 Syp. No. 2SP
1 X4, OR 2X3 CONTINL
W/2-10d NAILS AT E
(TYP•)
PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 466 GRD A GALVANIZED STEEL (EXCEPT AS . SHOWN) FBC 2014
PLATE MUST BE INSTAL LED ON .EA. FACE OF JOINT SYMMETRICALEY (EXCEPT AS SHOWN) DESIGN CONFORMS W/NDS SPECS,
THIS DESIGN IS FOR TRUSS FABRICATION ONLY FOR PERMANENT BRACING (WHICH IS ALWAYS REQD.) CONSULT BLDG. ARCHITEC
9
rw
LFOR SIZE OF P T 11AN DMigo e
LUMBER SEffE
DESIGN.
&PPROUED FOR ; . NG DES. BY MM
PIGGY -BACK HIP BRACING r -o : CHECKED BY : SJ
nine asuss DATE 01/01/16
e4m M 74 A46. 1QIY4 K aslee •:f r• ' . �16 DRAWING
QU (" 92-a45 VA" (W 4 � JOB No.
was-4*4U-7e42 F* 04 err-�ooa r . ` JFk
PLATES ARE MITEK.M20-249,200
MINIMUM GRADE OF LUMBER PLATES MUST BE INSTALLED -ON
2x4 SYP. No. 2SP THIS DESIGN• IS FOR TRUSS FAI
I BRG.
IRDER TRUSS (SEE ENG.) I I
J05 Y
UH
t7
! I Wj,
J03 H o
W
I I ad o�
JOl -' ^
d_�RG .
i
BY
UFACTURES FROM ASTM A 466_GRD A GALVANIZED. STEEL (EXCEPT'AS SHOWN)
FACE OF JOINT SYMMETRICALLY (EXCEPT AS SHOWN) DESIGN CONFORMS W/NDS SPECS, FBC 2014
TION ONLY. FOR PERMANENT BRACING (WHICH IS ALWAYS REM) CONSULT BLDG.-ARCHITEC
ALL CONNECTORS SPEC. MUST BE INSTALLED PER AFG. SPECIFICATIONS.
HANGERS REQ'D FOR TRUSSES LESS THAN 1&-0' SPAN (UNDER 650# REACTIONS)
MUST BE SUPPLIED BY BLDR.
FOR TRUSS DATA. LUMBER. PLATES AND REACTIDNS ETC. REFER .TO INDIVIDUAL
ENG, DRAWINGS.
THIS HIP SET HAS BEEN DESIGNED FOR THE LOADS GENERATED BY 175MPH
WINDS AT 25 FT. ABOVEGROUND LEVEL. ASCR 7-10 COMPONENTS ,AND CLADDING
AND 9.0 PSF TOP 'CHORD AND 6.0 PSF 'BOTT. 'CHORD DEAD .LOAD ARE BEING USED.
THE DESIGN ASSUMES OCCUPANCY CATEG❑R.Y II, TERRAIN EXPOSURE C EXTERIOR
AND INTERNAL PRESSURE COEFFICIENT CONDITION I.
MAX.. REACTI❑N 249# —340#
MAX. REACTION
t I
(J01 THROUGH J07)�1 `N1NllrrlHff
} V0'. T❑ 7'-0' ' ````�,�,`'`` QOR •,J��i�4f����
�P • GENS•' . 40
�_-42J
z5s--� _ a• 39
7.8
9
S
flay 0% 6
LOADING. (PSF) DES. BY RA
TOP LIVE 30 APPROVED FOR DADE TRUSS CO. INC. CHECKED BY jj
TOP DEAD 15 DqDE TRUSS
BOTTOM 10 JACK DETAIL (T-W' SETBACK c�gWI= DATE � 08/23/i6
ING
TOTAL 55 6'°'"•w•rlrAv�►wu�u�u`s�'sa DATE- 09/ 3/16 JOBDRANO,
STR. INC, a 1.33 DADE(3051S. apowwoMrsa+>�a
PLATES ARE MITEK M20-24$,200 MANUFACTURED, FROM ASTM A 466 GRD A GALVANIZED STEEL (EXCEPT AS
PLATE MUST B=111ED'ON EA. FACE OF JOINT SYMMETRICAL (EXCEPTAS SHOWN) DESIGN CONFORMS
Wl ND.S.SPECTHIS DESIGN IS FOR TRUSS FABRICATION ONLY..FOFt PEiRMANENT
Vffl"IS ALW.) CONSULT BLDG. ARCHITECT.
-OVERHANG DETAILS
MAXIMUN OVERHANG
GRADE OF LUMBE
2X
2X
# 2 SO.PINE
2'-0"
T-2"
S.S. SO.PINE
2'-2'
31-4"
2X4 OR
OPTIONAL RETURN
SEE TABLE
LEDGER (BY BLD
V DADE TRUSS
Company Inc.
6401 N.W. 74AVE MIAMI. FLA. 33166
DADE (305)592-8245 BROWARO (305)462.84NO
WATT$ 1-800.368-7842 FAX: (305)47T,-C92
A) ALL CONNECTORS SPEC. MUST BE; INSTALLED PER
MFG. SPECIFICATIONS,
C) FOR TRUSS OATA,LUMBER,PLATES, ETC. REFER TO
INDIVIDUAL ENG. DRAWINGS.
D) THIS HAS BEEN DESIGNED FOR THE LOADS
GENERATED BY 175 MPH. WINDS AT 25'
GROUND LEVEL ASCE 7-10 COMPONENTS
CLADDING AND 7.0 PSF TOP CHORD AND 3.0 PSF 80
CHORD DEAD: LOAD ARE BEING USED.THE DESIGN
ASSUMES OCCUPANCY CATEGORY II, TERRAIN
EXPOSURE C AND INTERNAL PRESSURE COEFFICIE
CONDITION 1.
2X4 OR
OPTIONAL VERTICAL
., ..
�h
MAX.
APPROVE4FF OR ACE TR
DAT cc
J t"
;ER AND HANGER
(10 BLDRJ
O•INC.
DES. BY MM
CHECKED BY : SJ
DATE :01/01116
DRAWING MM -
JOB No.
Minimun Grade Of Lumber
2X4 Syp. No. 2SP
"I
PLATES ARE MITEK M20-249;200 1AA�UFACTURED
PLATE MUS BE INSTALLEO. ON; EA.. FACE
THIS DESIGN: IS FOR TRUSS FABRICATION
i
FROM. ASTMt A 466 GRO A GALVANIZED' STEEL (EXCEPT .AS SHOWN) FBC 2fl14
OF JOINT SYMMETRICALLY (EXCEPT AS SHOWN),DESIGN, CONFORMS W/NDS SPECS,
ONLY. FOR PERMANENT BRACING (WHICH IS ALWAYS REOD:) CONSULT BLDG. ARCHITEC
Tmu=5 a'
a uuM1 .RACE
-
Pu' oEpGN wa+s-la
PER
NU S PER W3 FOR FORCES
ur TO 400 Os FORCES R4
E�EE7>S.OF. 46*0 NET. AEOPM
2a6 6i OR BETTER.
NOTE:
;0
PROWWE X—NUCWG AT 20'-0' -
rcflGLVALS FOR NEE FORCES UP
T0. ZM 11a ANO AT.10'-O'.fOR
.
FORCE GREATER 'MAN 2600 IDa
SHALL OE COpWEC7M TO
A F=
LATERAL BRACING TAIL
AGO PONI OR X-ORA7
AS NO7m .
ON INS DE7N{L
ALT. LATERAL
BRACING DETAIL
.
wr TRUSSES 0 24• T-BRACE SAME sac "
O.C. TY►.
AMD.ORADE AS. WED.
I -MACE VAIN WEB (yN WAX) "
TOC NAYS C 6'
'
0-G Tip. '
WEB SECTION DETAIL
.
NroTe -
BRACE MUST BE 601G MC LENGTH
OF THE TKB.
1N6 CCM fS TO BE USED AS AN
'
ALTERNATE fOR CONTMW" LATERAL -
- -
BRACR7f. '
aL`;r�e��u�raa�d,�rJ Jfl
0A A.
y
0. - 16
MPROOV�ED OR TRU C •. 1C
DES. BY MM
0.si
'• AT =:
CHECKED BY
LATERAL BRACING DETAIL
DOB '��
Z � • •� ='
DATE 01/01/16
Wl N.V. 74 AVL �iM .1LL 0160
�J. 1 � n }^ '`~
DRAWING
QU 04 sou WAM P4 4n-M
;i
JOB No.
KM i-ma-MI.-M2
Minimun Grade Of Lumber PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTIR A 466 .GRD A GALVANIZED STEEL (EXCEPT AS SHOWN) I
2X4 Syp. No. 2SP PLATE MUST BE INSTALLED 014. EA. PACE OF JOINT SYMMETRICALLY (EXCEPT AS SHOWN) DESIGN CONFORMS W/NGS SPECS, FBC 2014
THIS DESIGN IS FOR TRUSS FABRICATION ONLY. _ FOR PERMANENT BRACING (WHICH IS ALWAYS READ.) CONSULT BLDG. AFCI:ITEC
USE 1' 20G GALVB. METAL STRAP NAILED W/2—'Od NAILS
ON EA. MEMBER, PER FACE, OR 2 HURRICANE CLIPS,
ONE ON EA FACE OF TRUSS. (BY BLDP..) TYP.
NAS-151DT
TRUSS SYMMETRICAL ABOUT
CENTER LINE EXCEPT AS SH(DA
w
IRUSS
1s'-D° R09F YIW a
iplil VEO FOR p TRUSS C = DES. BY : MM
r CHt:CKED BY : �l
VALLEY SET CONNECTION DETAIL pAnwss p. DATE 01I01/16
6401 PLV. vi AVE 9w ru 331w DRAWING
C413M 512-826 MOwno M) 4L-esm %f / - JOB No.
*M- 1-d00-755-?17 UP 001 m-s=
DADETRUSS
COMPANY, INC.
:.T103-86069: LANZA
`e Information: Project Customer. CL ARCHITECT
Lot/Block:
Site Name:
'Site Address: 4845 WATERSONG WAY
St: Zip: FT.PIERCE
Dade Truss Company, Inc.
6401 NW 74th 'Avenue
Miami, FL 33166
Tel: (305) 692-8245
Fax: (305) 477-8092
Job;Name : LANZA'RESIDENCE
Model : Set Of Roof Trusses
weral Truss Engineering Criteria $ Design Loads (Individual Truss Design Drawings Show
Iecial.Loading Conditions):
sign Code: FRC2017/TP12014 Design Program: 8.42 Feb 10 2021 Roof Load: 55.6 psf Floor Load:. N/A
Ahhd'Code: MWFR§(Directlena1)1c=C.hybrid Wind ASCE7710 Wind Speed: 175 mph
This package includes . 75 individual; dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby cerfify that I 'am the Truss Design Engineer and this. index.sheet
conforms.to 61G115-'31.003; section 5 of the Florida Board of Professional Engineers Rules.
Date
Truss.ID#'
Seao
1 07/2121
CJ4
A0235477:
2 07/2112/
CJ6
A0236416
3 072121
CH
A0235479
4 07%21121'
cJ7A
A0235460.
5 072121
CJ7B-
A0235481
6 07/21/21,
cis,
A0235462
7 072121
�CJ10
A0235483
8 0721/21
CJ10A
A0235484
9 0721r11
GT1
A0235465
0 07212t
GT2
A0235466
1 072121
GT3
A0236487
'2 0712121
GT4
A0235468
3 072121
GT5
A0236489
4. 07/21/21•
GT6
A0235490
5 07/2121
GT7
A623549t.
6 072121•
GT8
A0236492
7 072121
H7
A0235493.
18 072121
HG610
A0235494
.9 07/21C21
HGT1
A02354,95.
!0 072121
HGT2
A0235496,
!1 0721/21
HH1
A0235497
!2 D72121
HH2
A0235498
!3 072121,
HH3
AWM499'
!4 072121
HH4
A0235500
>5 0721121
HHS
A0235501.
!6 1 07/2121
HH6
A0235502
No.
Date
Truss ID#.
'Seat#
27
07/2121
J 1 A
A0235503.
28
W2121
J1 B
A0235504
29
072121
J1C
A0235505
30
07/2121
J3
A0235506,
31
072i21
J3,A
A0235507
32
0721%21.
JWC
A0235508
33
07/21&I
J3D
A0235509'
34
072121:
J3E
A0235510
35
07/2121.
J3F
A0235511
36
072121
J4
A0235512
37
072121
J5
A0235513
38
072121
J5A
A0235514 _
39
072121
J513
A0235515
40
07/21%21,
J8G'
A0235516.
41,
07/'2121
JSD
A6235517
42
072121
J5E
A0235518
43
07/2121
J5F
A0235519
44
072121
J5G
A0235620
45
07212i
J5H
A0235521
46
07/2121
451
A0235522
47
072121
A
A0235523
48
0721721
.
A6235524
49
072121
J9
A0235525
50
072121.
M1
A02355
51
07/2121
M2
AO 527
52
0721/21
S1
235528
e truss drawings) referenced above have been prepared using
iustries, Inc engineering software u"nder.my direct supervision
wided by Dade Truss Company; Inc. of Miami,.FL. 1
)MPONENTS MANAGEMENT SYSTEMS INC.
RTIFICATE OF AUTHORIZATION,# 30680
31 NW 74 AVENUE MIAMI, FL 33166 305-592-8245
�LVADOR A. JURADO P.E, FLORIDA REGISTRATION # 195
)TE: The seal on these drawings indicate acceptance of
I'fessional engineering responsibilty for the truss.
•nponents shown per ANS I/TPI 1-2007 Section 2.
1. No.. I
Date
Truss ID7i
Seal#,
.0
07/2121
S2
A0235529.
54
0712121
S3;
A0235530>
55
07/2121
S5
A0235531
56
0721121
S6i
A0235532
57
0721/21
S7
A023553$.;
58
0 21 /21
S8,
A0235534
59
072121
S9'
A02355 35
60
0712121
S10
A0235536
61
072121
S11
A0235537
62
672121
S12
A0235536,
63
072121
S13
A0235539
64
012121
S14
A0235540,
65
0721'21
S15
A0235541
66
072121
S16
A0235542,
67
072121
SW
A0235543.
68
072121
S18
A0235644
69
0721&1
T1
A0235545.
70
072121
T2
' A0235546
71
0721121
T3
A0235547
72
.074121
TSGE1
A0235548
73
072121
V6
A0235549
74
072121
V70
A0235550
75
672121
V14
A0236551
$3*9$$E3b;lst��lFir
9 ,
' `•. • ��}.{' � �!^�
Ie pts,�gd
. C6
Engineers Name "11111ilomm601" Date
Truss
33918-1 A i CJ4 i CORNER JACK 2 1 1
n: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek
1 D:r5zrCn6j3log N9 U DY90MGtzVI F
3-6-6
3x5 II 5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 30.0
Plate Grip DOL
1.33
TC 0.47
Vert(LL).
-0.01
4-5
>999
240
TCDL 15.0
Lumber DOL
1.33
BC 0.52
Vert(CT)
-0.01
4-5
>999
180
BCLL 0.0 '
Rep Stress lncr
NO
WB 0.17
Horz(CT)
0.06
3
n/a
n/a
BCDL 10.0 I
Code FRC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-6
1 oc purlins.
BOT CHORD
I Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 =
-102/Mechanical
4 =
-165/Mechanical
5 =
829/0-8-0
Max Horz
5 = I160(LC
8)
Max Uplift
3 ' _
-102(LC 1)
4 =
-165(LC 1)
5 =
-11:48(LC 8)
Max Grav
3 =
118(LC 8)
4 _.
236(LC 8)
5 =
829(LC 1)
FORCES. (lb)
Ma(. Comp./Max. Ten.
- All forces 250 (lb) -or less
except when shown.:
WEBS
2-5=-405/562
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind
(normal to the face), see Standard Industry
Gable End Details as applicable, or consult
qualified building designer as per ANSI TPI 1.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
102 lb uplift at joint 3, 165 lb uplift at joint 4 and
1148 Ib uplift at joint 5.
9) "NAILED" indicates 3-10d (0.148"x3") or
2-12d (0.148"x3.25") toe -nails per NDS
guidlines.
10) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
A0235477
.11
2021 Pagel
Scale = 1: 10.
PLATES GRIP
MT20 244/160
Weight: 12 lb FT = 0%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 4-6= 20
Concentrated Loads (lb)
Vert: 9=-173(F=-87, B=-87)
Qty Ply
A0235478
133918.1 A
0
CJ6 CORNER JACK
Run: 8.420 s F
2-5-15
2-5-15
2x4 z�- 10
NAILED
NAILED
3x5 II
2
un t-rint: a.4zu s reo 1 u zun mi I eK inaustnes, inc. vve
I D:r5zrCn6j3logN9UDY90MGtzVIFd-oYxDMS1 yMDcjJI
3-2-3 6-4-5
0-8-4 3-2-2
1-4-5(0-1-8)
1.41 12
NAILED
NAILED
9
11
NAILED
NAILED
3
4
Scale = 1:11.I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.70
Vert(LL)
-0.09
4-5
>485
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.59
Vert(CT)
-0.07
4-5
>613
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.21
I Horz(CT)
0.07
3
n/a
n/a
1 BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 19 lb FT = 0% i
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 41/Mechanical
4 = -63/Mechanical
5 = 690/1-4-5
Max Horz
5 = 95(LC 4)
Max Uplift
3 =-151(LC 5)
4 = -96(LC 7)
5 =-1227(LC 4)
Max Grav
3 = 65(LC 18)
4 = 66(LC 16)
5 = 690(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-5=-463/707
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; porch left
exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
151 lb uplift at joint 3, 96 lb uplift at joint 4 and
1227 lb uplift at joint 5.
7) "NAILED" indicates 3-1 Od (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).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Standard
Uniform Loads (plf)
Vert: 1-3=-90, 4-6=-20
Concentrated Loads (lb)
Vert: 9=105(F=53, B=53) 10=-,167(F=-84,
B=-84) 11=89(F=45, B=45)
sae gem w,v�x-s ua�.awsa w e! a.v w�a.� we ra s�wa w.a wow suw dAAAA waAe acnna �a ®ase-. aa. s®a. a.e .�.ea ww
Job Truss Truss Type Qty Ply
A02354791
133918-1 A CJ7 l CORNER JACK 1 1 !
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:31 2021 Page
ID:r5zrCn6j3logN9U DY90MGtzVI Fd-kx2zn82CugsRYcPPxQzdoeusl?9 P7cmghAObwZyvrRC�
3-6-7 7-0-14
3-6-7 3-6-7
Scale = 1:17.2I
1
.,��. 5 4
2x4 11
0-8-0(0-1-8)
2-4-11
2-4-11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d 1 PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.70
Vert LL)
-0.08
4-5
>689
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
1 BC 0.49
Vert(CT)
0.08
4-5
>699
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.23 I
Horz(CT)
-0.11
3
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
1 Weight: 23 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
i
REACTIONS. (lb/size)
3 = 100/Mechanical
4 = -33/Mechanical
5 = 687/0-8-0
Max Horz
5 = 321(LC 8)
Max Uplift
4 = -43(LC 13)
i 5 =-1059(LC 8)
Max Grav
3 = 106(LC 13)
4 = 59(LC 18)
5 = 687(LC 1)
I FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-353/85
BOT CHORD
1-10=-7/321, 5-10=-7/321
BOT CHORD
1-10= 7/321, 5-10=-7/321
WEBS
2-5=-466/787
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
251 lb uplift at joint 3, 43 lb uplift at joint 4 and
1059 lb uplift at joint 5.
7) "NAILED" indicates 3-1 Od (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).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3— 90, 4-6=-20
Concentrated Loads (lb)
Vert: 9=104(F=52, B=52) 1 0=-1 73(F=-87,
B= 87) 11=94(F=47, B=47)
Job e, Truss Truss Type Qty Ply
133918.1 A 1 CJ7A CORNER JACK 2 1 A0235480
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:32 2021 Page 1
ID:r5zrCn6j31ogN9U DY90MGtzVIFd-C7cL_U3gf8_IAm_bV8UsLsQ3hP W?s4Azvgl9T?yvrR Pl
2-11-6 7-0-2
2-11-6 4-0-12
txcepi:
1 10-0-0 oc bracing: 5-6.
REACTIONS. (lb/size)
4 =
75/Mechanical
5 =
10/Mechanical
8 =
661/0-8-0
Max Horz
8 =
318(LC 20)
Max Uplift
4 =
-261(LC 8)
5 =
=11(LC 13)
8 =
-1022(LC 8)
Max Grav
4 =
98(LC 18)
5 =
49(LC 18)
8 =
661(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten.
- All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-444/337
6
2x4 11
0-8-0(0-1-8)
NU I t5-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; 8=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
261 lb uplift at joint 4, 11 lb uplift at joint 5 and
1022 lb uplift at joint 8.
7) "NAILED" indicates 3-1 Od (0.148"x3") or
2-12d (0.148"x3.25") toe -nails per NDS
guidlines.
Scale = 1:21
Uniform Loads (plf)
Vert: 1-4=-90, 7-9=-20, 5-6=-20
Concentrated Loads (Ib)
Vert: 12=104(F=52, B=52) 13=-173(F=-87,
B=-87) 14=94(F=47, 13=47)
Job Truss ITruss Type Oty Ply
A0235481
33918-1 A CJ7B I CORNER JACK 2 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021" MiTek Industries, Inc. Wed Jul 21 13:19:33 2021 Page 1
I D:r5zrCn6i3logN9UDY90MGtzVI Fd-hKAkCg4SPR69ovZn3r?5t3zDUprXbWJ78UVi?RyvrRO
3-6-1 7-0-2
3-6-1 3-6-1
3 Scale = 1:17.1
4.24 12 NAILED
0
2x4 11
0-8-0(0-1-8)
2-4-11
r
2-4-11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud PLATES GRIP,
TCLL 30.0
Plate Grip DOL
1.33
TC 0.62
Vert(LL)
-0.08
4-5
>707
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.45
Vert(CT)
0.07
4 5
>763
180
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.23
Horz(CT)
-0.08
3
n/a
n/a
i BCDL 10.0
Code FRC2017fTP12014
Matrix -MP
Weight: 23 lb FT= O%
!LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
! MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
i REACTIONS. (lb/size)
'3 =
'4 =
5 =
Max Horz
15 =
Max Uplift
3
14 =
5
Max Grav
13 =
14 =
i5 =
110/Mechanical
-25/Mechanical
661/0-8-0
318(LC 8)
-268(LC 8)
-39(LC 13)
-1022(LC 8)
114(LC 13)
62(LC 18)
661(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-355/82
BOT CHORD
1, 1-10=-7/318, 5-10=-7/318
BOT CHORD
1-10= 7/318, 5-10=-7/318
WEBS
2-5=-457/778
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
268 lb uplift at joint 3, 39 lb uplift at joint 4 and
1022 lb uplift at joint 5.
7) "NAILED" indicates 3-1 Od (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).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 4-6= 20
Concentrated Loads (lb)
Vert: 9=104(F=52, B=52) 10= 173(F— 87,
B=-87) 11=94(F=47, B=47)
:�2 ,vs +; i_, " ' t ,�, .%
33918.1 A
CJ8 1 CORNER JACK
n: 8.420 s Feb 10 2021 Print: 8.420 s
1
Job Reference
A0235482
21 13:19:34 2021 Page 1
2-2-9 2-8-12 5-5-7 1 6-11-10 8-3-0 8 5 2
2-2-9 0-6-3 2-8-12 1-6-3 1-3-6 012- 2
1.41 F12 4x4 =
NAILED
NAILED 3
3x6 II 12
2 n n
W2
14 9 � 1 15
2x411 NAILED �• o NAILED 7
NAILED NAILED 2x4 II
0-8-0(0-1-8)
Scale = 1:15.
4.24 F12 2x4 11
4 5
NAILED
5NAILED
13 2
—� W4
16 17
NAILED
NAILED
4x4 =
6
2-2-9 2-3-15
5-5-7
8-3-0 8 5 2
2-2-9 0-1-6
3-1-9
2-9-9 0-2- 2
Plate Offsets X,Y -
1:0-2-0,0-0-0 2:0-1-9,2-0-9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
I PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TIC 0.73
Vert(LL)
0.13
6-7
>579
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.76
Vert(CT)
0.12
6-7
>606
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.20
j Horz(CT)
0.01
6
n/a
n/a-
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 33 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-5
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
8 =
720/0-8-0
6 =
272/Mechanical
Max Horz
8 =
225(LC 8)
Max Uplift
8 =
-1213(LC 8)
6 =
-458(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-945/287, 2-12=-925/364,
3-12= 877/362
BOT CHORD
1-14=-289/956, 8-14=-289/956,
8-15=-515/731, 7-15=-515/731,
i 7-16= 527/705, 16-17=-527/705,
6-17=-527/705
WEBS
2-8=-386/656, 3-6=-758/494
WEBS
2-8=-386/656, 3-6=-758/494
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left and right exposed ;
Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1213 lb uplift at joint 8 and 458 lb uplift at joint 6.
8) "NAILED" indicates 3-1 Od (0.148"x3") or
2-12d (0.148"x3.25") toe -nails per NDS
guidlines.
9) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-5=-90, 6-9=-20
Concentrated Loads (lb)
Vert: 12=105(F=53, B=53) 14=-168(F=-84,
B=-84) 15=89(F=45, B=45) 16=-84(F=-41,
B=-43)
,.. P , ? I4 Y. " 3W + . 's. 1 + "1 : :. �` >n!;
Job Truss Truss Type Uty my I
A0235483
33918-1A !CJ10 ICORNERJACK ;2 1 _
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13
1D:r5zrCn6j3logN9UDY90MGtzVIFd-dilUdW6jx3Nt1 DjAAG1 ZyU2Zx
2 11 6 9-8-3 9-10 13
211 6 6-8-13 0-2 10
4.24 12
NAILED
NAILED
4x4 11 17 ,
3x4 3
a 12
13 46 —
2x4 = 2x4 II 10
NAILED
MlM @D1-8)
NAILED
NAILED
18 —
8
2x4 11
4 5
4x6 11
6
Scale = 1:34.
11
9
2x4 11
2x4 11
NAILED
9-10-13
6-9-3
6-1 A-11
9-8-3
9-$�
�2-11-6-11-6
2211-6
3-9-13
0- -8
2-9-8
0-0-1
0-2-8
Plate Offsets X,Y -
3:0-2-0,0-1-8 , 4:0-2-0,0-0-4 , 10:0-2-4,0-1-8 , 12:0-3-0,0-2-8
LOADING (psf) i
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.59 !
Vert(LL)
-0.07
8 >999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.87
Vert(CT)
-0.13
8 >746
180
1 BCLL 0.0 ' i
Rep Stress Incr NO
WB 0.35
Horz(CT)
-0.05
6 n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH j
Weight: 60 lb FT = 0% I
LUMBER -
TOP CHORD 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
13 =
819/0-8-0
6 =
449/Mechanical
Max Horz
113 =
458(LC 8)
Max Uplift
13 =
-966(LC 8)
i 6 =
-615(LC 8)
FORCES. (lb)
i Max. Comp./Max. Ten. - All forces 250 (lb) or less
, except when shown.
. TOP CHORD
2-3=-377/247, 3-17=-369/79
BOT CHORD
1-13=-142/285, 3-12= 338/548,
7-10=-566/369, 6-7=-566/369
WEBS
2-12=-588/620, 2-13=-400/276,
3-6=-392/601, 4-6=-268/456
i
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=454; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
966 lb uplift at joint 13 and 615 lb uplift at joint 6.
7) "NAILED" indicates 3-1 Od (0.148'1 or
2-12d (0.148'1 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).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-5=-90, 12-14=-20, 8-11=-20, 6-7= 20
Standard
Concentrated Loads (lb)
Vert: 13=-173(F= 87, B=-87)
1 - ,11 3 " I I I I I I I I I Ili Ir a,
A0235484
33918.-1A CJ10A CORNERJACK 2 i 1
0
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:37 2021
ID:r5zrCn6j3logN9UDY90MGtzVIFd-Z5QE1 B7zTgdbGXsYlh412v8wdQAQXJpi36T%
2-6-12 3-2-10 6-5-4 8-1-10 9-7-5 9110171
2-6-12 0-7-14 3-2-10 1-8-7 11-5-11 022- 2
4.24 12
2x4 11 Scale = 1:18.1
4 5
NAILED 8 NAILED NAILED 4x6 11
. 1-4-15(0-1-8) 6
2-6-12
2-6-12
6-5-4
-1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(!oc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.55
Vert(LL)
0.20
6-7
>430
240
TCDL
15.0
Lumber DOL
1.33
BC 0.58
Vert(CT)
0.19
6-7
>468
180
BCLL
0.0
Rep Stress Incr
NO
WB 0.26
Horz(CT)
-0.01
6
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP 2250F 1.9E *Except`
T2: 2x4 SP No.2
BOT CHORD 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
6 =
382/Mechanical
8 =
844/1-4-15
Max Horz
8 =
257(LC 8)
Max Uplift
6 =
-723(LC 8)
8 =
-1524(LC 8)
I FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
j 1-2=-731/663, 2-12=-707/757,
1 3-12=-659/755
j BOT CHORD
1-14=-663/744, 8-14=-663/744,
8-15=-920/515, 7-15=-920/515,
7-16=-904/49716-16=-904/497
WEBS
3-7=-275/162,3-6= 533/883,
WEBS
3-7= 275/162, 3-6=-533/883,
2-8=-488/819, 4-6— 185/291
NOTES-
1) Unbalanced roof live loads have been
considered for this design. .
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.0psf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; porch left
exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
723 lb uplift at joint 6 and 1524 lb uplift at joint 8.
8) "NAILED" indicates 3-1 Od (0.148"x3") or
2-12d (0.148"x3.25") toe -nails per NDS
guidlines.
9) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
9-7-5
3-2-
PLATES GRIP
MT20 244/190
Weight: 38 lb . FT =. 0%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3= 90, 3-5=-90, 6-9=-20
Concentrated Loads (lb)
Vert: 12=105(F=53, B=53) 14=-168(F=-84,
B=-84) 15=89(F=45, B=45) 16=-168(F=-85,
B= 83)
@A!➢BAM➢A 9■•@➢A EOA W P IdTAT!'! ACC !-� f1B10RA WP/O >9A AAAAB� MAA� ��4SI -9A A➢BP ��v dba• cam.•-fAI1•F
Job j Truss Truss Type Qty Ply 't
A0235485
�33918-1A GT1 HIP GIRDERTR 1 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:39 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-VTX?St9D?HtlWgOxP66V7KDBSDvs?DU?WQyt D5yvrRl'i
1-8-0 5-0-0 10-10-0
1-8-0 3-4-0 5-10-0
46 = Scale = 1:20.11
NAILED NAILED NAILED 3x5 II
3 11 12 4
m
0
C0
36F6-b(0_1.8) Special
1-8-0 5-0-0 10-10-0
11 1-8-0 3-4-0 5-10-0
LOADING (psf)
SPACING-
2-0-0 !
CSI.
DEFL.
in
(loc)
I/defl
L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.78
Vert(LL)
-0.03
5-6
>999
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.32
Vert(CT)
-0.06
5-6
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.32
Horz(CT)
-0.01
5
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014 i
Matrix-MSH
I Weight: 56 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
!TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
7 = 705/0-8-0
5 = 497/Mechanical
Max Horz
7 = 328(LC 28)
Max Uplift
I7 =-943(LC 8)
5 =-751(LC 8)
;FORCES. (lb)
'Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
,TOPCHORD
2-3=-507/656, 4-5=-279/449
BOT CHORD
6-13= 698/435, 13-14=-698/435,
5-14=-698/435
WEBS
2-7=-633/868, 2-6=-608/498,
3-5=-434/685
WEBS
2-7=-633/868, 2-6=-608/498,
3-5=-434/685
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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 alive load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
943 lb uplift at joint 7 and 751 lb uplift at joint 5.
9) "NAILED" indicates 3-1 Od (0.148"x3") or
3-12d (0. 1 48"x3.25") toe -nails per N D S
guidlines.
10) Hanger(s) or other connection device(s)
shall be provided sufficient to support
concentrated load(s) 87 lb down and 69 lb up at
5-0-0 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
11) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-4=-90, 5-8=-20
Concentrated Loads (lb)
Vert: 6=43(B) 3=-21(B) 11=-21(B) 12=-21(B)
13=1(B) 14=1(B)
e. '� >�� ? ,` ,% ;r. f' o x .R. f � ra i ;A- . � } �, • � .k * li t- ] .� � . yr
Job
Truss
Truss Type
iQty
Ply
A0235486
33918.1A
GT2
HIP GIRDER TR
1
I
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:42 2021 Page 1
ID:r5zrCn6j3logN9 UDY90MGtzVIFd-w2D75vB61CFtNII W4EgClzrh W RprCZPRDOAhpQyvrR
11-8-01 4-6-10 1 7-0-0
11-7-14 1 16-2-0 , 20-8-2 1
25-4-0 1 27-9-6 1 32-4-0
'1-8-0' 2-1010 2-5-6
4-7-14 4-6-2 4-6-2
4-7-14 2-5-6 4-6-10
Scale = 1:57.9
NAILED
6x8 MT20HS=
NAILED NAILED NAILED NAILED NAILED 3x4 =
2 00 12 6.00 F12
NAILED 2x4 11 3x4 = 6x8 MT20HS WB=
6x8 MT20HS=
NAILED NAILED
6x8 MT20HS= 4
34 35 365 PZ 38 6 39 7 840
4142 9 6x10 MT20HS= 5x6 =
3x4 =
3x6 II 3
10 HW2 0
1 2
14
4 11
24 23 22 21
20 43 4419 45 46 18 17 47 48 16 49 50 15 14 13 12
3&&0(0-1-8) 2x4 11 4x6 = 46 = 3x8 = 3x4 = NAILED 3x4 =
NAILED 44 = 2x4 II 0-8-0(0-lj§ =
44 =
NAILED NAILED NAILED 46 = NAILED
46 = 46 =
I Special
NAILED NAILED
NAILED
NAILED
I
I
Special
I
1-8-0, 4-6-10 1 7-0-0
11-7-14 16-2-0 20-8-2 ,
25-4-0 27-9-6 , 30-6-0 ,32-4-0,
'1-8-0' 2-10-10 2-5-6
4-7-14 14-6-2 14-6-2
4-7-14 2-5-6 2-8-10 1-10-0
Plate Offsets (X,Y)-- [2:0-1-6,1-6-10], [3:0-3-12,0-3-0],
[4:0-5-4,0-2-8], [7:0-4-0,Edge], [9:0-5-4,0-2-8], [10:0-5-8,0-3-0], [11:0-5-4,0-1-8], [18:0-1-12,0-0-0],
23:0-2-8,0-1-0
LOADING (psf)
SPACING- 2-0-0
CSI: DEFL. in (loc)
I/defl Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.86 Vert(LL) 1.06 17-19
>347 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.88 Vert(CT) 0.96 17-19
>384 180
MT20HS 187/143
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.37 Horz(CT) -0.18 11
n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 477 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP 2250F 1.9E *Except*
TOP CHORD
BOT CHORD
B2: 2x6 SP No.2
1-2= 5911/9592, 2-3=-6093/9868,
1-24=-9526/5883, 23-24=-9504/5883,
j B3,B4: 2x4 SP No.2
3-4=-7207/11732, 4-34=-9216/15351,
22-23=-9905/6141,
WEBS 2x4 SP No.3
34-35=-9216/15351,
21-22=-9960/6176,
OTHERS 2x4 SP No.3
35-36=-9216/15351,
20-21=-10608/6551,
SLIDER
5-36=-9216/153513
20-43=-10610/6554,
BRACING-
5-37- 9216/15351,
43-44=-10610/6554,
TOP CHORD
37-38=-9216/15351,
19-44=-10610/6554,
Structural wood sheathing directly applied or 6-0-0 6-38=-9216/15351,
19-45= 16932/10196,
oc purlins.
6-39=-10196/17097,
45-46= 16932/10196,
BOT CHORD
7-39=-10196/17097,
18-46=-16932/10196,
Rigid ceiling directly applied or 4-9-12 oc bracing.
7-8=-10196/17097,
17-18= 16932/10196,
8-40=-9213/15469,
17-47=-15304/9213,
REACTIONS. (lb/size)
40-41=-9213/15469,
47-48=-15304/9213,
24 = 3043/0-8-0
41-42=-9213/15469,
16-48=-15304/9213,
11 = 3044/0-8-0
9-42=-9213/15469,
16-49=-10700/6485,
Max Horz
9-10= 7187/11926,
49-50=-10700/6485,
24 = -69(LC 6)
10-11=-3845/6346
15-50=-10700/6485,
Max Uplift
BOT CHORD
14-15=-10690/6479,
24 =-4601(LC 8)
1-24=-9526/5883,23-24=-9504/5883,
13-14=-11490/7022,
11 =-4985(LC 5)
22-23=-9905/6141,
12-13= 11466/7007,
21-22=-9960/6176,
11-12=-11191/6834
FORCES. (lb)
20, 21=-10608/6551,
WEBS
Max. Comp./Max. Ten. - All forces 250 (lb) or
less 20-43=-10610/6554,
3-23= 1699/2725, 3-21=-965/531,
except when shown.
43-44=-10610/6554,
4-21=-2346/1346, 4-19=-5058/3026,
TOP CHORD
19-44=-10610/6554,
5-19=-454/676, 6-19=-1144/1938,
1-2=-5911/9592, 2-3=-6093/9868,
19-45=-16932/10196,
6-17=-333/213, 8-17=-1807/1140,
3-4=-7207/11732,4-34=-9216/15351,
45-46=-16932/10196,
8-16=-948/1451,9-16=-5090/3081,
34-35=-9216/15351,
18-46=-16932/10196,
9-14=-2442/1397, 10-14=-576/853,
1 35-36=-9216/15351,
17-18=-16932/10196,
10-12� 1127/1835, 2-24=-1196/1807
5-36=-9216/15351, 5-37=-9216/15351,
17-47=-15304/9213,
37-38=-9216/15351,
47-48= 15304/9213,
1 6-38=-9216/15351,
16-48=-15304/9213,
Continued on page 2
Oty
A0235486
33918-1A GT2 HIP GIRDERTR 1 41
1 Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:42 2021 Page 2
NOTES-
1 1) 3-ply truss to be connected together with 1 Od
(0.148"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, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0
oc.
2) All loads are considered equally applied to all
plies, except if noted as front (F) or back (B) face
in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only
loads noted as (F) or (B), unless otherwise
indicated.
j 3) Unbalanced roof live loads have been
considered for this design.
4) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=32ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
.(directional); cantilever left and right exposed ;
porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
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
i20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
10) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
4601 lb uplift at joint 24 and 4985 lb uplift at joint
11.
11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d
(0.148"x3.25") toe -nails per NDS guidlines.
12) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 354 lb down and 752 lb up at 6-10-6, and
354 lb down and 752 lb up at 25-5-10 on bottom
chord. The design/selection of such connection
! device(s) is the responsibility of others.
i
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (pit)
Vert: 1-3=-90, 3-4=-90, 4-9=-90, 9-10=-90,
10-11=290, 25-28=-20
Concentrated Loads (lb)
Vert: 7=-17(B) 9=-17(B) 21=-520(B) 14=-520(B)
34=-17(B) 36=-17(8) 37=-17(8) 38=-17(B)
39=-17(B) 40= 17(B) 42=-17(B) 43=-166(B)
44=-166(B) 45=-166(B) 46� 166(B) 47=-166(B)
48=-166(B) 49= 166(B) 50=-166(B)
uwi � ie 'fd .� " . 3 c .� � pY- i F �f � .�° ,- � F'k.: �= j t � _ ;� ♦ .R: s� R A' �..
Job Truss Truss Type city Ply
A0235487
33918.1A GT3 IGIRDERTR 1 1 ,
I Job Reference
s Feb 10 2021 MiTek Industrie
1-8-0 -0-8 5-0-0 10-4-0
1-8-0 -4-8 2-11-8 5-4-0
21 13:19:44 2021 Page
NAILED
4x4 :::� 4x6 = Scale = 1:23
NAILED NAILED
4 14 15 5
2x4 II 8 7 NAILED NAILED JUS26 6
3x4 = 3x8 = 3x6 II
0-8-0(0-8-0*1118) HJC26
1-8-0 -0-8
5-0-0
10-4-0
1-8-0 -4-8
2-11-8
5-4-0
Plate Offsets X,Y - 4:0-2-0,0-2-8 , 5:0-2-12,0-2-8 , 6:Ed e,0-3-8
LOADING (psf)
SPACING- 2-0-0
CSI. -
DEFL.
in
(loc) I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.83
Vert(LL)
0:09
6-7 >999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.61
Vert(CT)
0.08
6-7 >999
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.59
Horz(CT)
-0.00
6 n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
j Matrix-MSH !
Weight: 66 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2 *Except*
B3: 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 6-7.
1 MiTek recommends that Stabilizers and
I. required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
6 =
1286/Mechanical
9 =
613/0-8-0
10 =
290/0-8-0
Max Horz
10 =
328(LC 8)
Max Uplift
6 =
-1674(LC 8)
9 =
-936(LC 8)
10 =
-306(LC 8)
Max Grav
6 =
1286(LC 1)
9 =
613(LC 1)
10 =
295(LC 17)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
3-4=-548/719, 4-14= 449/744,
14-15= 449/744, 5-15=-449/744,
5-6= 556/879
BOT CHORD
3-9=-707/1080
WEBS
3-7=-881/642, 4-7=-295/480,
5-7=-814/479
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60.
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrenf with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1674 lb uplift at joint 6, 936 lb uplift at joint 9 and
306 lb uplift at joint 10.
9) Use USP HJC26 (With 16-16d nails into
Girder & 1 Od nails into Truss) or equivalent at
5-0-6 from the left end to connect truss(es) J4 (1
ply 2x4 SP), CJ7A (1 ply 2x4 SP) to back face of
bottom chord.
10) Use USP JUS26 (With 4-1 Od nails into
Girder & 4-1 Od nails into Truss) or equivalent at
9-3-3 from the left end to connect truss(es)
HG610 (1 ply 2x6 SP) to back face of bottom
chord.
11) Fill all nail holes where hanger is in contact
with lumber.
12) "NAILED" indicates 3-1 Od (0.148"x3") or
3-12d (0.148"x3.25") toe -nails per NDS
guidlines.
13) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-90, 4-5=-90, 9-11=-20, 6-8=-20
Concentrated Loads (lb)
Vert: 4=-58(B) 7=-13(B) 14=-58(B) 15=-58(B)
16=-13(B) 17=-13(B) 18=-846(B)
M&A6 9/AMN%0 aa®eaA ^ M P_ [f Anr0%G Q1 f!M®MA �=.P 6 0% Ann429% MAfA &IIA1 9A AILM A131ARAM GE 9*94 L`Q'
.33918-1A GT4 IGIRDERTR
I
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Indust
I D:r5zrCn6j3logN9U DY90MGtzVIFd-KdvC
1-10-0 4-6-8 10-0-0-
1-10-0 2-8-8 5-5-8
2.00 12
NAILED
44 =
NAILED NAILED
3 11 12
A0235488f
i
n,
21 13:19:45 2021 Page 1
iMbTAdegQPtVuvMPLQIyvrR9
I
Scale = 1:18.5I
4x6 11
4
1-0-0(0-1-8) 0-8 0�0-i18)
1-10-0 4-6-8 10-0-0
1-10-0 2-8-8 5-5-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP,
TCLL 30.0 I
Plate Grip DOL
1.33
TC 1.00
Vert(LL)
0.30
5-6
>320
240
MT20 244/190
TCDL 15.0
Lumber DQL
1.33
BC 0.89
Vert(CT)
0.28
5-6
>346
180
BCLL 0.0
Rep Stress Incr
NO
1 WB 0.47
Horz(CT)
-0.01
5
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 40 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 3-7-8 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 =
390/0-8-0
7 =
625/1-0-0
Max Horz
7 =
98(LC 4)
Max Uplift
5 =
-760(LC 4)
7 =
-1151(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-511 /1180, 2-3=-553/1282,
3-11= 517/1268, 11-12=-517/1268,
4-12= 517/1268, 4-5=-313/531
BOT CHORD
1-7=-1168/514, 6-7= 1266/514,
6-13=-417/217, 13-14=-417/217,
5-14=-417/217
WEBS
3-6=-205/260, 4-6=-865/304,
WEBS
3-6=-205/260, 4-6=-865/304,
2-7=-350/598
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; porch left
exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
760 lb uplift at joint 5 and 1151 lb uplift at joint 7.
8) "NAILED" indicates 3-10d (0.148"xY) or
3-12d (0.148"x3.25") toe -nails per NDS
guidlines.
9) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 155 lb down and 211 lb up at 4-6-8 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of
others.
10) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-4=-90, 5-8= 20
Concentrated Loads (lb)
Vert: 6=64(B) 3=-1(B) 11=-1(B) 12=-1(B)
13=5(B) 14=5(B)
y, 7
Ilruss
A0235489
33918A A 1 GT5 I GIRDER TR
Run- 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:47 2021
I D:r5zrCn6j3logN9U DY90MGtzVI Fd-G0008cFE6ktAT3dTtnFNSOYZVSfato7AMgi
1-8-0 -0- 5-0-0 10-4-0
1-8-0 -4- 2-11-8 5-4-0
NAILED
4x4 = 4x6 11 Scale = 1
NAILED NAILED
4 14 15 5
2x4 II 8 7 NAILED NAILED 6
3x4 =
3x8 =
3x5 11
0-8-0(0-8-W1148)
Special
1-8-0 -0-
5-0-0
10-4-0
1-8-0 -4-
2-11-8
5-4-0
Plate Offsets (X Y)--
[4:0-2-0 0-2-8] [6:0-3-0 0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl
Ud I
PLATES GRIP
TCLL 30.0
Plate Grip D.OL 1.33
TC 0.78
I Vert(LL)
0.07
6-7 >999
240
I MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.28
Vert(CT)
-0.06
6-7 >999
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.40
Horz(CT)
-0.00
6 .n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
I Matrix-MSH
Weight: 60 Iti FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP 225OF 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
6 =
544/Mechanical
9 =
418/0-8-0
10 =
329/0-8-0
Max Horz
10 =
328(LC 28)
Max Uplift
6 =
-897(LC 8)
9 =
-729(LC 8)
.10 =
-288(LC 8)
Max Grav
6 =
544(LC 1)
9 =
497(LC 26)
10 =
329(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
34=-352/441, 4-14=-274/495,
TOPCHORD
3-4=-352/441, 4-14=-274/495,
14-15= 274/495, 5-15=-274/495,
5-6=-478/783
BOT CHORD
3-9=-467/806
WEBS
3-7=-584/403, 4-7=-313/527,
5-7=-540/307
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; 6=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
897 lb uplift at joint 6, 729 lb uplift at joint 9 and
288 lb uplift at joint 10.
9) "NAILED" indicates 3-1 Od (0.148"x3") or
3-12d (0.148"x3.25") toe -nails per NDS
guidlines.
10) Hanger(s) or other connection device(s)
shall be provided sufficient to support
concentrated load(s) 77 lb down and 93 lb up at
5-0-0 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
11) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-90, 4-5=-90, 9-11=-20, 6-8=-20
Concentrated Loads (lb)
Vert: 14=-66(F) 15=-66(F) 16=-15(F)
17=-15(F)
IJULJ I i russ I I russ I ype
33918-1 A GT6 j FLAT GIRDER TR
A0235490
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:4£
ID:r5zrCn6j3logN9UDY90MGtzVIFd-DP8nZIGVeM7ujNns?ClrXRe1 pFIKLh
2-9-3 5-6-7
2-9-3 2-9-4
44 = 2x4 11 4x4 =
1 2 3
2x4 11 2x4 11
0-8-0(0-1-8)
Scale = 1:1
Z-a-J
i
5-6-7
2-9-3
2-9-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
I
TC 0.28
Vert(LL)
0.05
4-5
>999
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.51
Vert(CT)
-0.05
4-5
>999
180
BCLL 0.0 '
Rep Stress Incr
NO j
WB 0.49
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 25 lb FT = 0%
LUMBER-
j TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
i TOP CHORD
Structural wood sheathing directly applied or 4-11-1
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
iMiTek recommends that Stabilizers and
required cross bracing be installed during
i truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
6 =
567/0-8-0
4 =
804/Mechanical
Max Uplift
6 =
-309(LC 4)
4 =
-643(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-6=-477/33511-2=-1315/740,
2-3=-1315/740, 3-4=-477/335
WEBS
1-5= 767/1362,2-5=-228/384,
3-5=-767/1362
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind
(normal to the face), see Standard Industry
Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
7) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
8) Refer to girder(s) for truss'to truss
connections.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
309 lb uplift at joint 6 and 643 lb uplift at joint 4.
10) "NAILED" indicates 3-10d (0.148"xX) or
3-12d (0.148"x3.25") toe -nails per NDS
guidlines.
11) Hanger(s) or other connection device(s)
shall be provided sufficient to support
concentrated load(s) 306 lb down and 387 lb up
at 4-8-8, and 90 lb down and 83 lb up at 4-11-4
on bottom chord. The design/selection of such
connection device(s) is the responsibility of
others.
12) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 4-6=-20
Concentrated Loads (lb)
Vert: 5=-161(F) 7=-161(F) 8=-161(F)
9=-311(B)
� � - - °� �e -- t o t a ✓:. - R� - i 3 ', ^' i a.: � A � _ . � ^ i*� r �,`�' � r �i �. _ � =,r=
O
33918`1 A
GT7 j HIP GIRDER TR i
1
2
A0235491
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:51 2021 Page 1
I D:r5zrCn6j3logN9 UDY90MGtzVI Fd-9nGXz_IIAzOcygxF6dKJcsjC93rOpU8mHHsfeOyvrR6
2-4-0 , -10-j 8-4-0 11-5-0 15-0-0 ,
18-8-0 , 22-3-0 , 24-11-8 , 27-8-0
2-4-0 1-6-4 4-5-12 3-1-0 3-7-0 13-8-0
3=7-0 2-8-8 2-8-8
Scale = 1:51.4
6x8 MT20HS=
NAILED
6.00 12 NAILED
4x4 =
7 26
27 8
6x8 MT20HS WB � 2x4 I I
3x4
6
9
3x4 -55-
3x4 j
5
10
00 12 4 1 8
p 3x42. =
CC
6x10 U
1 11
5x6 =
12
�1 3
B
3 5
5
1
14 q
7 29 30 31
32 16 33 1-4-34 5
20 28. 19 3x8 = 5x6 zz 3537
22 21 18. JUS26 JUS26 13 12
15
6x8
�c8 _ 4x6 = 5x102� 12
3x4=0-8-0(0-2 Ll JUS26
JUS26 JUS26 5x8 3x8 I I
JUS26 0-8-0(0-2-2)
HUS26
JUS26
3.32112
2-4-0 ,3-10-j 8-4-0 11-5-0 15-0-0
18-8-0 22-3-0 24-11-8 27-8-0
2-4 0 1-6-4 4-5-12 3-1-0 3-7-0
3-8-0 3-7-0 2-8-8 2-8-8
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-0,0-3-0], [5:0-4-0,Edge], [7:0-4-0,0-1-15], [11:0-1-8,Edge], [12:0-4-12,0-1-8], [13:0-2712,0-2-4], [14:0-2-4,0-2-4]',
1 7:0-2-4,0-3-4 , 18:0-5-0,0-2-4 , 21:0-2-12,0-2-12
LOADING (psf)
SPACING- 2-0-0
I
CSI. DEFL.
in (loc) I/dell L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.99 Vert(LL)
0.64 19 >475 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.98 Vert(CT)
0.56 19 >540 180
MT20HS 187/143
BCLL 0.0 *
Rep Stress Incr NO
I WB 0.91 Horz(CT)
-0.14 12 n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 382 lb FT = 0%
LUMBER-
j
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP 2250F 1.9E
TOP CHORD
WEBS
BOT CHORD 2x6 SP No.2 *Except*
1-2=-672/433, 2-3=-4774/5462,
3-21=-2779/3450, 3-18=-1698/1239,
B3: 2x4 SP 2250F 1.9E
3-4=-7188/8586, 4-5=-7492/9134,
4-18=-794/1043, 4-17=-434/418,
135,81: 2x4 SP No.2
5-6=-7405/9145, 6-7=-7458/9362,
7-17=-4734/3784, 7=16=-342/242,
WEBS 2x4 SP No.3
7-26=-4406/5722, 26-27= 4406/5722,
8-16=-2393/1882, 9-16=-255/452,
OTHERS 2x4 SP No.3
8-27=-4406/5722, 8-9=-4981/6266,
10-14=-2359/2074,
BRACING-
9-10=-5118/6377, 10-11� 3337/4165,
10-13=-2339/2787,
TOP CHORD
11-12=-3718/4651
11-13=-4449/3589, 6-17=-246/514,
Structural wood sheathing directly applied or 4-4-9
BOT CHORD
2-22=-3009/3546, 2-21=-5942/5090
oc purlins, except end verticals.
1-22=-415/677, 21-22=-700/593,
BOT CHORD
20-21=-6129/5163,
NOTES
Rigid ceiling directly applied or 4-6-0 oc bracing.
18-20=-6138/5172,
1) 2-ply truss to be connected together with 1 Od
17-29=-5277/4519,
(0.148"x3") nails as follows:
REACTIONS. (lb/size)
29-30=-5282/4524,
Top chords connected as follows: 2x4 - 1 row at '
12 = 3554/0-8-0
30-31=-5288/4528,
0-9-0 cc.
22 = 3635/0-8-0
31-32=-5293/4532,
Bottom chords connected as follows: 2x4 - 1 row,
Max Horz
16-32=-5298/4537,
at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
22 = 285(LC 20)
16-33=-5469/45491
Webs connected as follows: 2x4 - 1 row at 0-9-0 li
Max Uplift
33-34=-5457/4539,
cc, Except member 2-22 2x4 - 1 row at 0-7-0 oc.
12 =-4359(LC 8)
14-34= 5447/4530,
2) All loads are considered equally applied to all
22 =-4390(LC 8)
18-36=-8097/6708,
plies, except if noted as front (F) or back (B)
17-36= 8094/6724,
face in the LOAD CASE(S) section. Ply to ply
FORCES. (lb)
14-37=-3850/3111,
connections have been provided to distribute
Max. Comp./Max. Ten. - All forces 250 (lb) or less
13-37=-3853/3099
only loads noted as (F) or (B), unless otherwise
except when shown.
WEBS
indicated.
TOP CHORD
3-21=-2779/3450, 3-18=-1698/1239,
3) Unbalanced roof live loads have been
1-2=-672/433, 2-3=-4774/5462,
4-18=-794/1043, 4-1.7=-434/418,
considered for this design.
3-4=-7188/8586, 4-5=-7492/9134,
7-17=-4734/3784, 7-16=-342/242,
4) Wind: ASCE 7-10; Vult=175mph (3-second
5-6=-7405/9145, 6-7= 7458/9362,
8-16=-2393/1882, 9-16=-255/452,
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
7-26=-4406/5722, 26-27=-4406/5722,
10-14=-2359/2074,
BCDL=5.Opsf; h=45ft; B=45ft; L=28ft; eave=4ft;
8-27=-4406/5722, 8-9=-4981/6266,
10-13=-2339/2787,
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
9-10=-5118/6377, 10-11= 3337/4165,
11-13=-4449/3589, 6-17=-246/514,
(directional); cantilever left exposed ; Lumber
11-12=-3718/4651
2-22=-3009/3546, 2-21= 5942/5090
DOL=1.60 plate grip DOL=1.60
Continued on pace 2
Job Truss Truss Type Qty Ply
33918-1A GT7 HIP GIRDER TR 1 A0235491
_ 2 Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:51 2021 Page 2
NOTES-
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
8) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
9) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
! rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
10) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
4359 lb uplift at joint 12 and 4390 lb uplift at joint
22.
11) Use USP HUS26 (With 14-16d nails into
Girder & 6-16d nails into Truss) or equivalent at
9-8-12 from the left end to connect truss(es) GT3
(1 ply 2x6 SP) to front face of bottom chord.
12) Use USP JUS26 (With 4-10d nails into Girder
& 4-10d nails into Truss) or equivalent spaced at
6-2-8 oc max. starting at 11-8-12 from the left end
to 23-11-4 to connect truss(es) HH4 (1 ply 2x4 SP)
, HH5 (1 ply 2x4 SP), HH4 (1 ply 2x4 SP), GT5 (1
ply 2x4 SP) to front face of bottom chord.
13) Use USP JUS26 (With 4-10d nails into Girder
& 2-10d nails into Truss) or equivalent spaced at
2-0-0 oc max. starting at 15-8-12 from the left end
to 17-8-12 to connect truss(es) J9 (1 ply 2x4 SP)
to front face of bottom chord.
14) Fill all nail holes where hanger is in contact
with lumber.
15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d
(0.148"x3.25") toe -nails per NDS guidlines.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-7=-90, 7-8=-90, 8-11=-901
18-23=-20, 18-19=-20, 14-17=-20, 13-15=-20,
12-13=-201 17-18=-20, 13-14=-20
Concentrated Loads (lb)
Vert: 28=-1247(F) 29= 392(F) 30=-429(F)
31=-329(F) 32=-329(F) 33=-429(F) 34=-392(F)
35=-502(F)
Type
A0235492
33918.1A IGT8 IGIRDERTR
3x4
0-7-1
3x10 P
2 Job
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:5Z
I D:r5zrCn6j3logN9 UDY90MGtzVIFd-5AOHOfJ?iaeJB_5dE2MnhHoeZscOH
3-7-0 7-2-0 , 10-9-0 14-4-0
3-7-0 3-7-0 13-7-0 3-7-0
4x4 =
6.00 12
HUS26 HUS26 HUS26HUS26HUS26 HUS26
3-7-0 7-2-0 10-9-0 14-4-0
3-7-0 3-7-0 3-7-0 3-7-0
LOADING (psf)
SPACING-
2-0-0
CSI. j
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.61
Vert(LL)
0.10
7-8
>999
240
TCDL .
15.0
Lumber DOL
1.33
BC 0.69
Vert(CT)
•-0.09
7-8
>999
180
BCLL
0.0
Rep Stress Incr
NO
WB 0.85 1
Horz(CT)
-0.01
6
n/a
n/a
BCDL
10.0
Code FRC2017/TPI2014
Matrix-MSH i
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
W1: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-1-14 oc bracing.
REACTIONS. (lb/size)
10 =
5639/0-7-6
6 =
6133/0-7-6
Max Horz
10 - _
-197(LC 6)
Max Uplift
10 =
-5740(LC 8)
6 _
-6245(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-3539/3624, 2-3=-3789/4056,
3-4=-3789/4055,4-5=-3647/3737,
1-10=-5161/5286, 5-6=-5313/5446
BOT CHORD
9-12— 3131/3103, 12-13=-3131/3103,
8-13=-3131/3103, 8-14=-3232/3199,
14-15=-3232/3199, 7-15=-3232/3199
WEBS
3-8=-3205/2991, 4-8=-403/315,
4-7=-569/654, 2-8=-591 /493,
2-9=-769/86311-9=-4647/4613,
WEBS
3-8=-3205/2991, 4-8=-403/315,
4-7=-569/654, 2-8=-591 /493,
2-9=-769/863, 1-9=-4647/4613,
5-7=-4792/4751
NOTES-
1) 2-ply truss to be connected together with 1 Od
(0.148"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 0-8-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0
oc.
2) All loads are considered equally applied to all
plies, except if noted as front (F) or back (B)
face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute
only loads noted as (F) or (B), unless otherwise
indicated.
3) Unbalanced roof live loads have been
considered for this design.
4) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); Lumber DOL=1.60 plate grip
DOL=1.60
5) All plates are MT20 plates unless otherwise
indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
Scale = 1:45A
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 254 lb
FT = 0%
7) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
8) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
9) Provide mechanical, connection (by others) of
truss to bearing plate capable of withstanding
5740 lb uplift at joint 10 and 6245 lb uplift at joint
6.
10) Use USP HUS26 (With 14-16d nails into
Girder & 6-16d nails into Truss) or equivalent
spaced at 2-0-0 oc max. starting at 2-1-4 from
the left end to 12-11-4 to connect truss(es) S16
(1 ply 2x4 SP), S15 (1 ply 2x4 SP), S14 (1 ply
2x4 SP), S13 (1 ply 2x4 SP), S12 (1 ply 2x4 SP),
S11 (1 ply 2x4 SP), S10 (1 ply 2x4 SP) to front
face of bottom chord.
11) Fill all nail holes where hanger is in contact
with lumber.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-5=-90, 6-10=-20
Concentrated Loads (lb)
Vert: 7=-1 452(F) 11=-1447(F) 12=-1457(F)
13=-1458(F) 14= 1502(F) 15=-1455(F)
16= 1456(F)
Job
i Truss
Truss Type 1 Qty : Ply
I33918-1A
1 H1
SPECIAL
TR 1
A02354931
1
Job Reference (optional)
Run: 8.420 s Feb 10 2621 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:55 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-1YV2pLLGECu1 RIEOLTOFmituBgHxIKGMCvgtnAyvrR2
22-10-3
1-8-0 4-6-10 6-5-0 10-8-8
15-0-0 17-4-0 20-6-0
22-8-0 27-9-6 30-6-0 32-4-0
1-8 0 2-10-10 1-10-6 4=3-8
4-3-8 2-4-0 3-2-0
2-2-00- -3 4-11-3 2-8-10 1-10-0
Scale = 1:57.7'I
4x4 =
4x6
6.00 12
6 7
3x4
3x4 \\
g
5
31 9x5
2.00 12
2x4 11
7
Lh
4x6 % q
6
LO
4x6 = cd
3x6 II 5
3
0
1 10 3x6 II
1 2 30
3 W 14 32 . 11
I
129
23 21 22 20
5x8 =
19 17
3x8 = 5x6 = 18
d
16 15 14 13
3x9-&0(0-1-8) 5x6 =
48 z::0_8-0J662 -i12) 2x4 11 1-0-0(0-1-81x4
2.41 F12
1.49112
i
11-6-0
i
20-6-0
1-8-0 4-6-10 6 5-0
15-0-0 17-11-0 18-4-0
22-8-0 27-9-6 30-6-0 32-4-0
1-5-0 2-10-1 0 1-10-6
8 7-0 2-11-0 0-510 2-2-0
2-2-0 5-1-6 2-8-10 1_ 0_ 0
Plate Offsets (X,Y)--[2:0-1-6,1-6-10],[3:0-2-0,0-2-8],[5:0-1-1 2,0-1-01,[7:0-3-0,0-1-12],[9:0-2-4,0-1-8],[11:0-0-4,1-8-14],[15:0-3-0,0-1-8],[16:0-2-12,0-2-4],
[20:0-2-1 2,0-2-81,[21:0-1-4,0-2-41
LOADING (psf)
SPACING- 2-0-0
CSI. DEFL. in
(loc) I/deft Ud
PLATES GRIP
i TCLL 30.0
Plate Grip DOL 1.33
TC 0.93 Vert(LL) 0.55
22 >459 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.75 Vert(CT) -0.53
22 >473 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.77 Horz(CT) 0.05
15 n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 185 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 "Except'
TOP CHORD
2) Wind: ASCE 7-10; Vult=175mph (3-second
B1,B2: 2x4 SP 225OF 1.9E
1-2=-1837/1395, 2-30=-1914/1498,
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
WEBS 2x4 SP No.3
3-30=-1876/1503, 3-4=-2776/2232,
BCDL=5.Opsf; h=45ft; B=45ft; L=32ft; eave=oft;
BRACING-
4 5= 2872/2541, 5 6= 753/695,
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
� TOP CHORD
6-7=-668/736, 7-8=-327/257,
(directional) and C-C Exterior(2) -0-0-6 to 3-2-7,
f Structural wood sheathing directly applied or 2-2-0
8 31= 420/329, 9 31= 424/251,
Interior(1) 3-2-7 to 10-5-9, Exterior(2) 10-5-9 to
oc purlins.
9-1 0=-1 515/1355,10-32=-413/655,
1-9,
21-1-9
Interior(l)32-4z21-10-7the
I BOT CHORD
11-32=-417/643, 11-12=-481/641
t
29 1 9 to 32 4 6 zone; cantilever left and right.
er and right.
I Rigid ceiling directly applied or 5-6-0 oc bracing.
BOT CHORD
exposed ; porch right exposed;C-C for members
MiTek recommends that Stabilizers and
1 23= 1383/1834, 21-23= 1383/1834,
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
required cross bracing be installed during
19-20=-829/1260, 17-19=0/454,
3) Provide adequate drainage to prevent water
truss erection, in accordance with Stabilizer
15 16= 1115/1554, 14 15= 660/552,
ponding.
Installation guide.
13 14� 630/481, 12-13= 630/4811
4) Plates checked for a plus or minus 0 degree
20-21=-1595/2100, 16-17=-309/833
rotation about its center.
REACTIONS. (lb/size)
15 = 2331/0-8-0
WEBS
3-21=-980/866, 3-20=-373/523,
5) This truss has been designed for a 10.0 psf
23 = 1193/0-8-0
5-20=-1432/1643, 5-19=-857/1088,
bottom chord live load nonconcurrent with any
13 = 131/1-0-0
7-19=-697/741, 10-15=-492/1062,
other live loads. l
6) ' This truss has been designed for a live load
Max Horz
10-14=-465/237, 4-20=-361/546,
of 20.Opsf on the bottom chord in all areas
23 =-294(LC 8)
9-15=-2169/2218, 8-16=-1189/1229,
where a rectangle 3-6-0 tall by 2-0-0 wide will fit �
Max Uplift
8 17_ 787/921 7 17_ 869/878
between the bottom chord and any other
2652 LC 10
9-16=-1403/1572,2-23=-553/625,
23 =-1184(LC 10)
11-13=-212/378
7) Provide mechanical connection (by others) of
13 =-538(LC 7)
Max Grav
NOTES-
truss to bearing plate capable of withstanding
15 = 2331LC 1
( )
1) Unbalanced roof live loads have been
2652 lb uplift at joint 15, 1184 lb uplift at joint 23 f
_
23 — 1199(LC 15)
considered for this design.
9 ,
and 538 lb uplift at j oint 13.
13 = 269(LC 16)
LSand dSE(S)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1837/1395, 2-30=-1914/1498,
SALVADOR JURADO P.E 'STATE OF FLORIDA REG NO. 19939 - 6401 NW 74 AVE. MIAMI FL. 33166
A0235494
33918`1 A 1 HG610 1 GIRDER TR
Job Reference
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:56 2021 Page 1
ID:r5zrCn6i3logN9UDY90MGtzVIFd-Vl3Q1 hMu?VOu2SpCvAwUJwQ9g4f8UsdVRZZQJcyvrRl
1-11-2 3-10-4 6-9-2 9-8-0
1-11-2 1-11-2 2-10-14 2-10-14
BOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or
3-11-14 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 5-6-3 oc bracing
WEBS
1 Row at micipt 2-6
REACTIONS. (lb/size)
1 =
973/0-8-0
6 =
865/Mechanic
Max Horz
1 =
451(LC 8)
Max Uplift
1 =
-798(LC 8)
6 =
-900(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown..
TOP CHORD
1-2=-1839/1328
BOT CHORD
1-7=-1706/1788, 7-12=-1 703/1748,
6-12= 1703/1748
WEBS
2-7=-449/648, 3-6=-247/417,
2-7= 449/648, 3-6=-247/417,
2-6=-1764/1719
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=S.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left exposed ; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
798 lb uplift at joint 1 and 900 lb uplift at joint 6.
8) Use USP JUS26 (With 4-10d nails into Girder
& 4-10d nails into Truss) or equivalent at 6-1-4
from the left end to connect truss(es) GT6 (1 ply
2x4 SP) to front face of bottom chord, skewed
0.0 deg.to the right, sloping 0.0 deg. down.
9) Fill all nail holes where hanger is in contact
with lumber.
2x4 11 Scale = 1
3 4
TO ine race or ine truss are notea as rront (t-) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-2= 90, 2-3=-90, 3-4= 30, 5-8=-20
Concentrated Loads (lb)
Vert: 12==784(F)
QAa a®Aa 9%ZM acaaa Aa06% n = C*VAT= 0%= WE aaamanA 5 4^_ Hasa AaCW20 - CAn-9 MIMI 7A A86= MOARR3 =9 '4°84AMh
33918-1 A ; HGT1 I HIP GIRDER TR
A0235495
Job Reference
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:19:58 2021 Pa
I D:r5zrCn6j3logN9U DY90MGtzVI Fd-S7BARNN8X7GcllzbObyyOLVPWtKByhxout2XO�
15-4-0
r 180 2r08 4-8-0 6108 7Q0 1000 1240 1480 14T11-$ 1700
1 8 0 -4 8 2-7-8 2-2-8 0- -8 3-0-0 2 4 0 2 4 0 0 3 8 1-8 0
0-4-8 Scale = 1
4x6 = NAILED
NAILED NAILED 4x4
18 HJC26 HJC26 12 11
1 1-8-0 2r018 4-6-8 4 -0 6-10-8 7- -00 10-0-0 12-4-0 12-,5-8 14-11-8 1�-4r017-0-0
1- 08 0 4 8 2-6-0 0- -8 2-2-8 0- -8 3-0-0 2-4-0 0- -8 2-6-0 0-4-8 1-8-0
LOADING (psf) 1
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.92
Vert(LL)
-0.11
17
>999
240
TCDL
15.0
Lumber DOL
1.33
BC 0.59
Vert(CT)
-0.22
17
>685
180
BCLL
0.0 ' I
Rep Stress Incr
NO
WB 0.78
Horz(CT)
-0.01
9
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
I Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B4: 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-1
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz
20=-200(LC 6)
Max Uplift
All uplift 100 lb or less at
joint(s) except 19=-1957(LC 8),
10= 2011(LC 8), 20=-254(LC 6),
9=-192(1_C 5)
Max Grav
All reactions 250 lb or less at
joint(s) except 19=1469(LC 1),
10=1453(LC 1), 20=283(LC 20),
9=288(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-253/167, 3-4=-1353/1818,
4-31 =-1 113/1755, 5-31 =-1 113/1755,
TOPCHORD
2-3=-253/167, 3-4= 1353/1818,
4-31=-1113/1755, 5-31 =-1 113/1755,
5-6= 1353/1819
BOT CHORD.
3-19=-1467/2098, 15-32= 1308/11101
14-32=-1308/1110,
6-10=-1457/2097
WEBS
5-14=-469/380,6-14=-1454/1176,
2-20= 209/266, 7-9=-265/190,
4-15=-416/375, 3-15=-1482/1180
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left and right exposed ;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 2x4 MT20 unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
7) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
PLATES GRIP
MT20 244/190
Weight: 120 lb . FT = 0%
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1957 lb uplift at joint 19, 2011 lb uplift at joint 10, 1
254 lb uplift at joint 20 and 192 lb uplift at joint 9.
9) Use USP HJC26 (With 16-16d nails into
Girder & 1 Od nails into Truss) or equivalent
spaced at 2-11-0 oc max. starting at 7-0-6 from
the left end to 9-11-6 to connect truss(es) J7 (1
ply 2x4 SP), CJ10 (1 ply 2x4 SP), J7 (1 ply 2x4
SP), CJ10 (1 ply 2x4 SP) to back face of bottom
chord.
10) Fill all nail holes where hanger is in contact
with lumber.
11) "NAILED" indicates 3-1 Od (0.148"xX) or
3-12d (0.148"x3.25") toe -nails per NDS
guidlines.
12) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or
back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-90, 4-5=-90, 5-8=-90, 19-25=-20,
17-18=-20, 13-16=-20, 11-12=-20, 10-28=-20
Concentrated Loads (lb)
Vert: 4=-33(B) 5=-33(B) 14=-539(B)
15= 539(B) 31=-33(B) 32= 119(B)
11
Job - I Truss I Truss Type Qty I ply 1
33918-1A HGT2 HIP GIRDER TR 1 A0235496
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:01 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-sisJ4PQOp2eB9DiAijVfOz7wL5Gp941 Eari
, 1-8-0 , 5-0-0 , 8-6-0 12-0-0 , 15-4-0 17-0-0 ,
1-8-0 3-4-0 3-6-0 3-6-0 3-4-0 1-8-0
Scale = 1:31.E
6x8 MT20HS= NAILED
6x8 MT20HS=
NAILED NAILED 20 II NAILED Special
6.00 � 3 20 21 4 22 5
W2: 2x4 SP N0.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-5
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 5-8-10 oc bracing.
REACTIONS. (lb/size)
13 =
5881/0-8-0
8 =
6444/0-8-0
Max Horz
13 =
-144(LC 6)
Max Uplift
13 =
-6005(LC 8)
8 =
-6341(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-936/980, 2-3=-7061/7062,
3-20=-8773/8814, 20-21=-8773/8814,
4-21=-8773/8814, 4-22=-8773/8814,
5-22= 8773/8814,5-6=-7222/7190,
6-7=-1088/1098
BOT CHORD
1-13=-810/793, 13-23=-927/793,
12-23=-927/793,12-24=-6152/6259,
24-25=-6152/6259, 25-26=-6152/6259,
26-27=-6152/6259,
11-27= 6152/6259, 11-28=-6211 /6406,
Continued on Daae 2
12-23=-927/793, 12-24=-6152/6259,
24-25==6152/6259,
25-26=-6152/6259,
26-27=-6152/6259,
11-27=-6152/6259,
11-28=-6211/6406,
28-29=-6211/6406,
29-30=-6211/6406,
10-30=-6211/6406,9-10= 6211/6406,
9-31=-910/919, 31-32= 910/919,
8-32=-910/919, 7-8=-910/919
WEBS
2-13=-4496/4656,2-12= 5635/5695,
3-12=-894/886, 3-11=-3047/3192,
4-11= 343/629, 5-11=-2928/3007,
5-9=-1085/1081, 6-9=-5608/5715,
6-8=-4485/4579
NOTES-
1) 2-ply truss to be connected together with 1 Od
(0.148"xY) nails as follows:
Top chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2
rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0
oc.
2) All loads are considered equally applied to all
plies, except if noted as front (F) or back (B)
face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute
only loads noted as (F) or (B), unless otherwise
indicated.
4/ vvina: moor r-i u; vua=1 iompn (j-secona
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional); cantilever left and right exposed ;
Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
8) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
9) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
10) Provide mechanical connection (by others)
of truss to bearing plate capable of withstanding
6005 lb uplift at joint 13 and 6341 lb uplift at joint
8.
11) Use USP HJC26 (With 16-16d nails into
Girder & 1 Od nails into Truss) or equivalent
spaced at 6-11-4 oc max. starting at 5-0-6 from
the left end to 11-11-10 to connect truss(es) J513
(1 ply 2x4 SP), CJ78 (1 ply 2x4 SP), J513 (1 ply
2x4 SP), CJ7B (1 ply 2x4 SP) to front face of
bottom chord.
Job I Truss Truss Type Qty Ply I
133918-1A i HGT2 HIP GIRDER TR 1 ^ A0235496
L j Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:01 2021 Page 2
ID:r5zrCn6j3logN9UDY90MGtzVIFd-sisJ4PQOp2eB9DiAijVfOz7wL5Gp941 EarHBzpyvrQy
NOTES
12) Use USP HUS26 (With 14-16d nails into
Girder & 6-16d nails into Truss) or equivalent
spaced at 4-0-0 oc max. starting at 3-5-4 from the
left end to 14-3-4 to connect truss(es) S16 (1 ply
2x4 SP), S14 (1 ply 2x4 SP), S13 (1 ply 2x4 SP),
S12 (1 ply 2x4 SP), S10 (1 ply 2x4 SP) to back
face of bottom chord.
13) Fill all nail holes where hanger is in contact
with lumber.
14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d
(0.148"x3.25') toe -nails per NDS guidlines. {
15) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 214 lb down and 248 lb up at 11-11-9 on
top chord, and 1497 lb down and 1409 lb up at
5-5-4, and 1467 lb down and 1419 lb up at 12-3-4
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
iIncrease=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-5=-90, 5-7=-90, 14-17=-20
Concentrated Loads (lb)
Vert: 3=-21(F) 5=-21(F) 12=41(F) 9=41(F)
20=-21(F) 21=-21(F) 22=-21(F) 23=-1447(B)
24=-1497(B) 25=1(F) 26=-1510(B) 27=1(F)
28=-1522(B) 29=1(F) 30=-1482(B) 31=-1467(B)
32=-1492(B)
I
A VA OR JU ADO IPX STATE OF FLORIDA R G NO. 19939 - 6401 HW 74 AVE.IA I FL. 33166
Job
Truss
Truss Type
Qty
Ply
�
i
A0235497
33918�1A
HH1
HIP TR
1
1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:02 2021 Page 1
I D:r5zrCn6j3logN9 UDY90MGtzVIFd-KvQhHkQfaLm2mNHMFROuYBg8vVo2ud7OpVOkWGyvrQx
L 1-8-0 7-0-0 10-10-0
1-8-0 5-4-0 3-10-0
4x6 =
2x4 11
3X4 = 7 4x4 = 4x6 11
M-QGO-1-8)
Scale = 1:23.5,
1-8-0
7-0-0
10-10-0
1-8-0
5-4-0
3-1.0-0
Plate Offsets X,Y -
2:0-2-1 2,0-1-0 , 3:0-3-8,0-2-0 , 7:0-2-1 2,0-1-8
LOADING (psf)
SPACING- 2-0-0
CS1.
i
DEFL.
in
(loc)
I/defl Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.77
Vert(LL)
-0.02
6-7
>999 240
MT20 244/190
TCDL. 15.0
Lumber DOL 1.33
BC 0.21
Vert(CT)
-0.04
6-7
>999 180
BCLL 0.0 * I
Rep Stress Incr YES
WB 0.32
Horz(CT)
-0.01
5
n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
I Weight: 60 lb FT = O%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-6-6 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
7 =
707/0-8-0
5 =
477/Mechanical
Max Horz
7 =
456(LC 10)
Max Uplift
7 =
-726(LC 10)
5 =
-557(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-461 /329
BOT CHORD
6-7� 481/309,5-6=-475/332
WEBS
2-7=-644/1070, 3-5=-464/662
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
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) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
726 lb uplift at joint 7 and 557 lb uplift at joint 5.
LOAD CASE(S)
Standard
SAE I.PAH%r%OA C00C9AP91'R M � 9_- -A4� 81� �1 6' "SVUA VSWA- MA Ang%-3n &AnA R UW SA Al®G- RENAMR21 G®-*4244MAM
e
A0235498;
33918-1A ,HH2 HIP TR
Job
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:03 202
ID:r5zrCn6j3logN9UDY90MGtzVIFd-o5_3V4RHLfuv0WsYp8Y750D0Qu81 d1 YX'
1-8-0 5-4-7 9-0-0 10-10-0
1-8-0 3-8-7 3-7-9 1-10-0
Scale = 1:28.6I
I
I
4x4 = 2x4 11
3x4 = 8 2x4 1 4x6 I I
0-8-0(0-1-8 3x8 =
1-8-0 5-4-7 9,0-0 10-10-0
1-8-0 3-8-7 3-7-9 1-10-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.40
Vert(LL)
-0.02
6-7
>999
240 MT20 244/190
I TCDL 15.0
Lumber DOL
1.33
BC 0.22
Vert(CT)
-0.05
6-7
>999
180
BCLL 0.0 '
Rep Stress Incr
YES 1
WB 0.44
Horz(CT)
0.00
6
n/a
n/a ! i
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 67 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
:TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
I Installation quide.
I
REACTIONS. (lb/size)
6 = 477/Mechanical
18 = 707/0-8-0
Max Horz
8 = 584(LC 10)
Max Uplift
6 =-617(LC 10)
8 =-666(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-346/118, 2-12=-506/245,
12-13=-434/247, 3-13=-372/256,
3-4=-516/560
BOT CHORD
1-8=-53/335, 7-8=-420/214
WEBS
4-6=-454/718, 2-8=-639/772,
3-7=-399/662, 2-7=-305/459,
4-7=-636/535
WEBS
4-6=-454/718, 2-8=-639/772,
3-7= 399/662, 2-7=-305/459,
4-7=-636/535
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-1-0 to 2-11-0
, Interior(1) 2-11-0 to 4-9-8, Exterior(2) 4-9-8 to
10-8-4 zone; cantilever left exp6sed ;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
617 lb uplift at joint 6 and 666 lb uplift at joint 8.
LOAD CASE(S)
Standard
Job
3391841 A
0
HH3 SPECIAL TR I 1 1
Job Reference
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industrie
ID:r5zrCn6j3logN9UDY90MGtzVIFd-GH)
1-10-0 4-6-9 6-6-6
1-10-0 2-8-9 1-11-13
1-10-0
1-10-0
6.00 12
4x4 =
4
A0235499
tional)
Inc. Wed Jul 21 13:20:04 2021 Page 1
QSv6zOlOgQlNs3MeclUzl12M WphGpVra8yvrQ
10-0-0
3-5-10
Scale = 1:18.£
2x4 II
5
1-0-0(0-1-8) 0-8-0(0-1-8)
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.33
TCDL
15.0
Lumber DOL
1.33
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FRC201.7/fP12014
LUMBER -
TOP CHORD 2x4 SP No.2 `Except'
T1: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
1 truss erection, in accordance with Stabilizer
4 Installation guide.
REACTIONS. (lb/size)
6 = 417/0-8-0
8 = 670/1-0-0
Max Horz
8 = 225(LC 10)
Max Uplift
6 =-697(LC 10)
8 = 1042(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-532/1444, 2-12=-590/1614,
3-12=-554/1618, 3-4=-641/1801
BOT CHORD
1-8=-1 451/541, 7-8=-1 719/541,
6-7=-974/382
WEBS
3-7=-234/328, 4-7=-1066/258,
4-6-9
2-8-9
..:
i6i61
CSI.
DEFL.
in
(loc)
I/defl
Ud
TC 0.73
Vert(LL)
0.31
6-7
>314
240
BC 0.94
Vert(CT)
0.28
6-7
>345
180
WB 0.31
Horz(CT)
-0.01 `
6
n/a
n/a
Matrix-MSH
WEBS
3-7=-234/328, 4-7=-1066/258,
4-6=-391/942, 2-8=-450/1031
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.0psf; h=45ft; B=45ft; L=24ft; eave=oft;
Cat. 11; Exp'D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 4-6-9, Exterior(2)
4-6-9 to 9-10-4 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
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) " This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
697 lb uplift at joint 6 and 1042 lb uplift at joint 8.
1110
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 43 lb FT = 0%
CA® IWAngmEn 1112BEMAG98'9 n = 0%= =9 ^nllV%A "=O-- ARP% cAnft-Sln aAn4 M9EA7 9A ^W= R■9ARH® G0-2-9Ad`0--
Job I fuss I runs I yNa —Y I 'y
A0235500!
�33918-1A HH4 SPECIAL 2 1
Job Reference (optional)_
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:05 2021 Page 1
I ID:r5zrCn6i3logN9UDY90MGtzViFd-IU6gvmTXtG8odq?xxZabAple3ipm5z_gVTFP6byvrou
1-8-0 -0- 7-0-0 10-4-0
1-8-0 -4- 4-11-8 3-4-0
I
2x4 11 2x4 11
4x6 =
2x4 11
3 4
Scale = 1:25.4
I
1-8-0 2-0-
4-6-8 4- -0
7-0-0
10-4-0
1-8-0 -4-
2-6-0 0-1-8
2-4-0
3-4-0
Plate Offsets X,Y 2:0-2-12,0-1-0 , 3:0-3-8,0-2-0 , 7:0-2-1 2,0-1-8
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
I Plate Grip DOL 1.33
Lumber DOL 1.33
Re Stress Incr YES
Code FRC2017lTP12014
CSI. !
TC 0.77
BC 0.21
WB 0.31
Matrix-MSH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.02
-0.04
-0.01
(loc)
6-7
6-7
5
I/defl Ud PLATES GRIP
>999 240 MT20 244/190
>999 180
n/a n/a
I Weight: 64 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2: 2x4 SP No.3
WEBS 2x4 SP No.3
1 BRACING-
] TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-0-8 oc bracing.
iMiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 =
449/Mechanical
7 _
681/0-8-0
Max Horz
7 =
456(LC 10)
Max Uplift
5 =
-534(LC 10)
7 =
-695(LC 10)
j FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
i TOP CHORD
2-3=-418/272
BOT CHORD
6-7= 489/313, 5-6=-427/296
WEBS
2-7=-618/1048, 3-5=-452/649
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
534 lb uplift at joint 5 and 695 lb uplift at joint 7.
LOAD CASE(S)
Standard
ype
33916-1 A i HH5
i
SPECIAL TR
A0235501
I I I IJob Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:06 2021
ID:r5zrCn6j3IogN9UDY90MGtzVIFd-DggC76U9eaHTF_a7UH5gj1 rsA67KgOCzk7.
1-8-0 2r08 9-0-0 10-4-0 ,
1-8-0 0-4-8 6-11-8 1-4-0
5x6 = 2x4 11
2x4 11 2x4 11
1-8-0 2r018 4-6-8 4-$-0 9-0-0 10-4-0
' 1-8-0 0'-4-'8 2-6-0 04-8 4-4-0 1-4-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TIC 0.62
Vert(LL)
-0.05
6-7
>999
240
TCDL
15.0
Lumber DOL
1.33
BC 0.38
Vert(CT)
-0.11
6-7
>895
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.44
Horz(CT)
-0.01
5
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP 2250F 1.9E *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except'
62: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
W6: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-3-8 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
5 =
449/Mechanical
7 =
681/0-8-0
Max Horz
7 =
584(LC 10)
Max Uplift
5 =
-598(LC 10)
7 =
-631(LC 10)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2= 266/132, 2-16=-331 /0
BOT CHORD
1-7= 262/326, 6-7=-846/585
WEBS
3-6=-36/324, 2-7=-626/1016,
WEBS
3-6= 36/324, 2-7=-626/1016,
2-6=-417/661, 3-5=-735/946
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-1-0 to 2-11-0
, Interior(1) 2-11-0 to 4-9-8, Exterior(2) 4-9-8 to
10-2-4 zone; cantilever left exposed ;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
598 lb uplift at joint 5 and 631 lb uplift at joint 7.
LOAD CASE(S)
Standard
PLATES
MT20
Scale = 1
GRIP
244/190
Weight: 71 lb FT = 0%
jJob Truss ITruss Type Uty my
i A0235502
33918-1 A 1 HH6 i SPECIAL TR 1 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:08 2021 Page 1
I D:r5zrCn6j3logN9UDY90MGtzVI Fd-92oyYoVPABXBU IkWch7loSw7rvmylBeGBRT3ivyvrQr
1-10-0 4-6-9 8-6-6 10-0-0
1-10-0 2-8-9 3-11-13 1-5-10
i
4x6 % Scale = 1:20.6,
2x4 11
4 5
6.00 12
I
1
1-0-0(0-1-8)
4x®-QLop-1-8)
-10-0 4-6-9
-10-0 2-8-9
LOADING (psf) (
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33- i
TC 0.93
Vert(LL)
0.29
6-7
>333
240
TCDL
15.0
Lumber DOL
1.33
BC 0.56
Vert(CT)
0.26
6-7
>367
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.89
Horz(CT)
-0.01
6
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
cc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-0-1 cc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
6 = 417/0-8-0
8 = 670/1-0-0
Max Horz
8 = 353(LC 10)
Max Uplift
6 =-736(LC 10)
8 =-1003(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-566/1411, 2-12=-612/1544,
3-12=-595/1548, 3-4=-760/1977
BOT CHORD
1-8=-1403/569, 7-8=-1832/569,
6-7=-424/166
WEBS
3-7=-417/780, 4-7=-1869/572,
WEBS
3-7=-417/780, 4-7=-1869/572,
4-6=-369/856, 2-8=-377/809
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (37second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10to 4-6-9, Exterior(2)
4-6-9 to 9-10-4 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
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) *This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas .
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
736 lb uplift at joint 6 and 1003 lb uplift at joint 8.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 47 Ib FT = 0%
SALVAD R JU ADO 1P.E STATE OF FLORIDA RES NO. 19939 - 6401 NW 74 AVE. MIAMI Irk.. 33166
3391841A 1J1A IJACK TR@45
s
2x4 =
A0235503
18 1
.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:09 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-dFLL18W2xVf26RJiAPfXLfrS5JCu1 rgQQSDcFMyvrQ
1-0-0
1-0-0
4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.19
j Vert(LL)
-0.00
7
n/r
180
TCDL
15.0
Lumber DOL
1.33
BC 0.13
Vert(CT)
-0.00
7
n/r
90
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix -MP
Wind(LL)
-0.00
7
n/r
120
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing -
Mil recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size)
4 = -0/Mechanical
2 = 115/Mechanical
Max Horz
4 = 155(LC 10)
2 = -86(LC 10)
Max Uplift
2 =-189(LC 10)
Max Grav
2 = 115(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
i 1-2=-332/121
BOT CHORD
1-4=-82/287
i
I
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=S.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 16.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girders) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
189 lb uplift at joint 2.
LOAD CASE(S)
Standard
Scale = 1:7
PLATES GRIP
MT20 244/190
Weight: 4 lb FT = 0%
I
l Job Truss ;buss type uty my I
33918-1 A JIB : JACK TR r7a 45 2 i 1 A0235504
j Job Reference (optional)
j Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:10 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-5RvjzTXgipnvkbuuj6Amtt?gujV1 ml4ZflyAooyvrQp
1-0-0
1-0-0
3
2x4 II
Scale = 1
LOADING (psf) I
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud � PLATES GRIP
TCLL
30.0
Plate Grip DOL
1.33
TC 0.06
Vert(LL)
-0.00
6
n/r
180 MT20 244/190
TCDL
15.0
Lumber DOL
1.33
BC 0.26
Vert(CT)
-0.00
6
n/r
90
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a.
n/a
BCDL
10.0
Code FRC2017/fP12014
Matrix -MP
Wind(LL).
-0.00
6
n/r
120 Weight: 3 lb FT = 0%
LUMBER -
TOP CHORD. 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 112/Mechanical
2 = -0/Mechanical
Max Horz
3 = 261(LC 6)
2 =-239(LC 6)
Max Uplift
3 =-179(LC 6)
Max Grav
3 = 112(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-460/157
BOT CHORD
1-3=-160/498
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
179 lb uplift at joint 3.
LOAD CASE(S)
Standard
u
:. *. tTT . e ` W_' ; :i.
Job j Truss Truss Type Q'y
Ply33918i1 A l J 1 C JACK TR @ 45 1
8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek I
1-0-0
1-0-0
2x4 II
3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.06
Vert(LL)
-0.00
6
n/r
180
TCDL
15.0
Lumber DOL
1.33
BC 0.26
Vert(CT)
-0.00
6
n/r
90
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix -MP
Wind(LL)
-0.00
6
n/r
120
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
�TOPCHORD
Structural wood sheathing directly applied or 1-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
I3 = 112/Mechanical
2 = 0/Mechanical
Max Horz
3 = 262(LC 6)
2 =-240(LC 6)
Max Uplift
3 =-179(LC 6)
Max Grav
�3 = 112(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-462/158
BOT CHORD
1-3=-160/499
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
179 lb uplift at joint 3.
LOAD CASE(S)
Standard
A0235505
Inc. Wed Jul 21 13:20:10 2021 Page 1
Scale = 1
PLATES GRIP
MT20 244/190
Weight: 3 lb
FT = 0%
cA® %iAnnsm S®0®Ann n = gxorwr= r%= =7 8'hmanA EDrJ €A sangm-2 A - =An4 uuu 17A At#= NAIAMUN =P 4-24&&
Job Truss I Truss Type ; Qty j Ply •
A0235506
33918-1 A � J3 ' JACK TR @ 45 6 j 1
I j ! I � Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:12 2021 Page 1
I D:r5zrCn6j3logN9UDY90MGtzVIFd-2q 1 TO9YwEQ 1 div2HrXCEyl4zwXBQEA3s62RGshyvrQn
3-0-0
3-0-0
�j Scale: 1 "=1'
3x5 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.22
Vert(LL)
0.00
4-5
>999
240
TCDL
15.0
Lumber DOL
1.33
BC 0.27
Vert(CT)
0.00
4-5
>999
180
BCLL
0.0 *
Rep Stress Incr
YES
i WB 0.16
Horz(CT)
-0.02
3
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
! Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2'
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
F—MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 =
-10/Mechanical
4 =
-53/Mechanical
5 =
395/0-8-0
Max Horz
5 =
194(LC 10)
Max Uplift
3 =
-50(LC 11)
.4 =
-53(LC 1)
;5 =
-446(LC 10)
I Max Grav
3 =
40(LC 8)
Ili
35(C11)
5 _
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-266/97
BOT CHORD
1-5=-1021283
BOT CHORD
1-5=-102/283
WEBS
2-5=-242/543
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=244; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 50
lb uplift at joint 3, 53 lb uplift at joint 4 and 446 lb
uplift at joint 5.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 0%
SALVA Oft JU ADO P.E STATE F FLORIDA REG NO. 19939 - 6401 NW 74 AVE. MIAMI FL. 33956.
;Job Truss Truss Type Qty Ply
� A0235507
33918'1 A J3A JACK TR rya 45 14 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:13 2021 Page 1
I D:r5zrCn6j3logN9UDY90MGtzVIFd-WObrbVZY?k9Ub3dTPFjTVVd84wXDzdF?LiBgO7yvrQ�
2-0 13 3-0-0 J
2013 011-31
Scale = 1:21
6.00
6
2x4 11
2-0-13
1-8-0 -0-$t 3 0 0�
1-8-0 -4-8 0-11-3
0-0-5
LOADING (psf)
i SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TIC0.19
Vert(LL)
0.00
8
>999 I
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.30
I Vert(CT)
0.00
8
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(CT)
0.02
5
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 16 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
iMiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
j Installation guide.
REACTIONS. All bearings Mechanical except
(jt=length) 8=0-8-0, 7=0-8-0.
(lb) - Max Horz
8= 194(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) 4 except 8=-505(LC 10),
7=-231(LC 1)
Max Grav
All reactions 250 lb or less at
joint(s) 4, 5, 7 except 8=527(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-259/95
BOT CHORD
1-8=-1 021283,
WEBS
2-8=-275/555
WEBS
2-8=-275/555
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
100 lb uplift at joint(s) 4 except Qt=lb) 8=505,
7=231.
LOAD CASE(S)
Standard
Job Truss Truss Type Qty Ply
A02355081
33918-1 A J3C I �MONOTR 8 1
i Job Reference (ootional)
8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:13 2021 Page 11
I D:r5zrCn6j3logN9 UDY90MGtzV1 Fd-WObrbVZY?k9 Ub3dTPFjTVVd8AwWfzdl ?LiBgO7yvrQm
2-6-8
2-6-8
Scale = 1:11.01
3x5 11 6 2x4 11 4
0-8-0(0-1-8)
2-6-8
1 Plate Offsets X,Y -
2:0-2-0,0-0-0, [3:0-2-0,0-1-41, [6:0-2-12,0-1-81
LOADING (psf) !
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL . 1.33
TC 0.25
i Vert(LL)
0.00
6
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
! BC 0.33
Vert(CT)
0.00
6
>999
180
BCLL 0.0
Rep Stress Incr YES
I WB 0.18
i Horz(CT)
0.02
3
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix MP
Weight J11 lb FT = 0%
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-8
oc purlins.
, BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 MiTek recommends that Stabilizers and
required cross bracing be installed during j
truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS.
(lb/size)
6 =
481/0-8-0
5 =
-120/Mechanical
13 =
-91/Mechanical
Max Horz
6 =
155(LC 10)
Max Uplift
6 =
-565(LC 10)
5 =
-120(LC 1)
'3 =
-91(LC 1)
Max Grav
6 =
481(LC 1)
5 =
124(LC 10)
3 =
63(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind
(normal to the face), see Standard Industry
Gable End Details as applicable, or consult
qualified building designer as per ANSVTPI 1.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
100 lb uplift at joint(s) 3 except Qt=lb) 6=565,
5=120.
except when shown.
WEBS
2-6=-265/602 LOAD CASE(S)
Standard
I
Job Truss Truss Type Oty Ply
A0235509
33918,1 A M JACK TR @ 45 16 ( 1
I Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:15 2021 Page 1
I D:r5zrCn6j3logN9 UDY90MGtzVIFd-SPjcOBboWLPCgNmsWglxawiSQkCYRXfloOgwT?yvrO
2-11-12
2-11-12
2.00 12 Scale = 1:7A
0
5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
. L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.33
Vert(LL)
0.00
5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.37
Vert(CT)
0.00
4-5
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
I Weight: 9 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-.
TOP CHORD
Structural wood sheathing directly applied or
2-11-12 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = -10/Mechanical
4 = -48/Mechanical
5 = 382/0-8-0
Max Horz
5 = 63(LC 6)
Max Uplift
3 = -20(LC 3)
4 = -57(LC 9)
5 =-590(LC 6)
Max Grav
3 = 24(LC 8)
4 = 54(LC 6)
5 = 382(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-5=-235/574
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=S.Opsf;
BCDL=S.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 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) Plates checked for plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=590.
LOAD CASE(S)
Standard
n
Job Truss Truss Type Qty Ply
A0235510
33918-1 A J3E JACK TR @ 45 4 1
i !Job Reference o tional w
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:16 2621 Page 1
I D:r5zrCn6j31ogN9U DY90MGtzVIFd-wbG_DXbRHfX2SWL24NHA78Ffw8ZMA_2S1 g PU?Syvraj
3-0-0
Scale: 1 "=1'
5
3x5 11
LOADING (psf) 1
SPACING-
2-0-0 I
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.22
Vert(LL)
0.00
4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.27
Vert(CT)
0.00
4-5
>999
180
BCLL 0.0 I
Rep Stress Incr
YES
WB 0.16
Horz(CT)
-0.02
3
n/a
n/a
BCDL 10.0 I
Code FRC2017/TP12014
i
Matrix -MP
Weight: 11 lb FT = 0%
ILUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
1 oc purlins.
I BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = -10/Mechanical
4 = -53/Mechanical
5 = 395/0-8-0
Max Horz
5 = 194(LC 10)
Max Uplift
3 = -50(LC 11)
4 = -53(LC 1)
5 =-446(LC 10)
Max Grav
3 = 40(LC 8)
14 = 45(LC 10)
5 = 395(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
1 TOP CHORD
1-2= 266/97
BOT CHORD
1-5=-102/283
BOT CHORD
1-5=-102/283
WEBS
2-5=-242/543
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MW FRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus O degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=446.
LOAD CASE(S)
Standard
33918 'I A J3F JACK TR Ca-)45 2 1 1 1
A0235511
s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:17 2021 F
I D:r5zrCn6i3logN9UDY90MGtzVIFd-OngMRtc32yfv4gwEe4oPfLoowYtOvR9bGK91
2-11-12
2-11-12
LOADING (psf)
SPACING-
2-0-0
CSI. '
DEFL.
in
(loc)
I/defl
Ud
TCLL 30.0
Plate Grip DOL
1.33
TC 0.33
Vert(LL)
0.00
5
>999
240
TCDL 15.0
Lumber DOL
1.33
BC. 0.37
Vert(CT)
0.00
4-5
>999
180
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.17
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or
2-11-12 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 =
-10/Mechanical
4 =
-48/Mechanical
5 =
382/0-8-0
Max Horz
5 =
63(LC 6)
Max Uplift
3 =
-20(LC 3)
4 =
-57(LC 9)
5 =
-590(LC 6)
Max Grav
3 =
24(LC 8)
4 =
54(LC 6)
5 =
382(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-5=-235/574
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=S.Opsf;
BCDL=S.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 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) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
100 lb -uplift at joint(s) 3, 4 except Qt=lb) 5=590.
LOAD CASE(S)
Standard
Scale = 1:7
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 0%
SAE IIAe®ffi9aft 968e amoft M R-- sWA-VE! P►o si s'oMMMA eM=O^ PA ^ . nn-20 CAn4 MUU'7A A191= WR®ARM ON '2'219CA
Job Truss i Truss Type 1 Oty Ply
33918-1 A J4 i JACK TR 3 1
Job Reference o do
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc.
I D:r5zrCn6j3logN9UDY90MGtzVIFd-s_OkeDdhpGnr
3-6-0
3-6-0
c — ( n 9
3x,
4
5 2x4 \\ 3
2x4 11
A02355121,
2021 Pagel 1
,kU_ub4KyvrQh1
Scale = 1:21.4�
LOADING (psf)
SPACING- 2-0-0
CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL
30.0 i
Plate Grip DOL 1.33
TC 0.54
Vert LL
( )
0.06
3-4
>687
240 MT20 244/190
TCDL
15.0 I
Lumber DOL 1.33
BC 0.66
Vert(CT)
0.05
3-4
>731
180
BCLL
0.0 '
Rep Stress Incr YES
WB 0.18
HOrz(CT)
-0.10
2
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix -MP
i Weight: 17 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD -
Structural wood sheathing directly applied or 3-6-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-1-7 oc bracing.
j MiTek recommends that Stabilizers and
!' required cross bracing be installed during
truss erection, in accordance with Stabilizer.
Installation guide.
REACTIONS. (lb/size)
15 = 181/Mechanical
2 = 148/Mechanical
13 = 33/Mechanical
i Max Horz
5 = 211.(LC 10)
Max Uplift
2 =-247(LC 10)
3 =-115(LC 10)
Max Grav
5 = 181(LC 1)
2 = 148(LC 1)
3 = 66(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-5=-319/60
BOT CHORD
4-5=-309/112
BOT CHORD
4-5=-309/112
WEBS
1-4=-223/617
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; 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) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by.2-0-0 wide will.fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
100 lb uplift at joint(s) except Qt=lb) 2=247,
3=115.
LOAD CASE(S)
Standard
russ
A0235513
339181A IJ5
JACK TR @ 45
420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:19 2021
I D:r5zrCn6j3log N9 U DY90MGtzVl Fd-KAy7sYeJaavdJ_4dlVgti mt9SLbDN Npuje
i 2 0 8 4-8-0 5-0-0
2 0-8 2-7-8 -4
9
5-0-0
2-0-8 4-6-8 4 8 0
22 0-8 2-6-0 0-1-8
LOADING (psf)
I SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.27
Vert(LL)
-0.00
5-6
>999
240
TCDL
15.0
Lumber DOL
1.33
BC 0.19
Vert(CT)
-0.01
5-6
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.03
Horz(CT)
-0.01
4
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc purlins.
BOT CHORD
Rigid ceiling. directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
I Installation guide.
REACTIONS. All bearings Mechanical except
Qt=length) 7=0-8-0, 8=0-8-0.
(lb) - Max Horz
8= 322(LC 10)
Max Uplift
All uplift 100 lb or less at
joint(s) except 4=-168(LC 10),
7=-511(LC 10), 8=-1 53(LC 8)
Max Grav
All reactions 250 lb or less at
joint(s) 4, 5 except 7=309(LG8),-
8=438(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-419/145, 2-3=-396/177
' BOT CHORD
1 8= 150/437, 3-7=-392/668
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph*, HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=oft;
Cat. 11, Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
168 lb uplift at joint 4, 511 lb uplift at joint 7 and
153 lb uplift at joint 8.
LOAD CASE(S)
Standard
Scale = 1:23
PLATES GRIP
MT20 244/190
Weight: 27 lb FT = 0%
@Ai'AlAnP9 1N1n A2%0% n = 0-rAT= r%= =9 ^n0nA 0Dr-- Mirk .4aO-Mn - CAA 4 MIJU'7A All= RA4Al RM® =E a24a '.
Job Truss iTruss Type
33918-1 A I J5A JACK TR @ 45
2 i 1
A0235514
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:20 2021 Page 11
ID:r5zrCn6j3logN9UDY90MGtzVIFd-pMWV3uexLtl UxBfpJDL6H_QIvIxD6oGlyINh8DyvrQf
2-0-8 4-11-0
2-0-8 2-10-8
i
Scale = 1:25.7
d
LUMt3tK-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-11-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance
with Stabilizer
Installation guide.
i
REACTIONS. (lb/size)
4 =
96/Mechanical
15 =
27/Mechanical
! 8 =
421 /0-8-0
� Max Horz
18 =
316(LC 10)
Max Uplift
4 =
-242(LC 10)
8 =
-424(LC 10)
Max Grav
4 =
113(LC 8)
5 =
53(LC 3)
8 =
421(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-436/162
BOT CHORD
1-8=-171 /456
BOT CHORD
1-8=-171 /456
WEBS
2-8=-323/493
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; ,
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
242 lb uplift at joint 4 and 424 lb uplift at joint 8.
LOAD CASE(S)
Standard
JOD Iruss
3391&1A �J5B
i russ I ype my i my
JACK TR 8 1 1
I i Job Reference (optional;
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. W
I D:r5zrCn6j31og N9 U DY90MGtzVI Fd-pM W V3uexLt 1
5-0-0
5-0-0
1-8-0
2x4 11
A0235515
Scale = 1:1
LOADING (psf)
SPACING-
2-0-0
CS1.
i DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.41
I Vert(LL)
0.01
4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.23
Vert(CT)
-0.01
4-5
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.23
Horz(CT)
-0.04
3
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 17 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 111/Mechanical
4 = 17/Mechanical
5 = 424/0-8-0
Max Horz
5 = 322(LC 10)
Max Uplift
3 =-223(LC 10)
4 = -14(LC 11)
5 =-426(LC 10)
Max Grav
3 = 111(LC 1)
4 = 47(LC 8)
5 = 424(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-504/184
BOT CHORD
1-5=-170/471
BOT CHORD
1-5=-170/471
WEBS
2-5=-335/761
NOTES-
1).Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MW FRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
223 lb uplift at joint 3, 14 lb uplift at joint 4 and
426 lb uplift at joint 5.
LOAD CASE(S)
Standard
33918-1 A ! J5C
JACK TR
A0235516
2 1
s
0-8-
3x,
2x4 11
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ID:r5zrCn6j3logN9 U DY90MGtzVIFd-IleFUag BtVICARpCQeNaM PVbOZXXah UKPcsoD5yvrQ
3-8-0
3-8-0
Scale = 1:21.4i
I
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0 ,
SPACING- 2-0-0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Incr YES
Code FRC2017/TP12014
1 CSI.
1 TC 0.61
1 BC 0.60
WB 0.16
I Matrix -MP
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.06
0.06
-0.09
(loc)
3-4
3-4
2
I/dell
>696
>750
n/a
Ud PLATES GRIP
240 MT20 244/190
180
n/a
Weight: 18 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
I WEBS 2x4 SP No.3
BRACING -
TOP CHORD
1 Structural wood sheathing directly applied or 3-8-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-2-2 oc bracing.
jMiTek recommends that Stabilizers and
1 required cross bracing be installed during
j truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size)
15 = 190/0-8=0
2 = 156/Mechanical
3 = 35/Mechanical
Max Horz
5 = 222(LC 10)
Max Uplift
5 _ -6(LC 10)
2 _-260(LC 10)
13 =-109(LC 10)
1 Max Grav
2 = 156(LC 1)
13 = 69(LC 3)
FORCES. (lb)
Max. Comp:/Max. Ten. - All forces 250 (lb) or less
except when shown.
I BOT CHORD
4-5=-324/117
WEBS
1-4=-200/553
WEBS
1-4=-200/553
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; 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) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 6
lb uplift at joint 5, 260 lb uplift at joint 2 and 109
lb uplift at joint 3.
LOAD CASE(S)
Standard
A0235517
33918-f A I J51D I JACK TR Qa 45
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:23 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-DxCdhwhgeoQ3obNO_Lvpvc2kFyu1 J6nUeGcMlYyvrQ
1-8-0 3-10-9 4-6-11 ,
1-8-0 2-2-9 0-8-2
VV COO zx4 Jr N0.o
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-6-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
! Installation guide.
REACTIONS.
14 =
15 =
!6 =
I Max Horz
16 =
Max Uplift
4 =
15 =
6 =
Max Grav
4 =
5 =
16 =
(lb/size)
FORCES. (lb)
Max. Comp./Max. Ten
except when shown.
WEBS
2-6=-725/971
20/Mechanical
79/Mechanical
398/0-8-0
116(LC 10)
-34(LC 10)
-77(LC 7)
-518(LC 6)
20(LC 1)
80(LC 8)
398(LC 1)
- All forces 250 (lb) or less
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 4-0-8, Exterior(2)
4-0-8 to 4-5-15 zone; cantilever left exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 34
lb uplift at joint 4, 77 lb uplift at joint 5 and 518 lb
uplift at joint 6.
LOAD CASE(S)
Standard
elks ®/Annmo 1112M n9% ® = alrA'9'C 91%= CI ^321 A 69=ft Me% 40620 - CAn4 VJVU 9A R19c NIIAMI CI 2-24MC
Job ;Truss 'Truss Type Qty Poly
A0235518
33918-1 A J5E JACK TR @ 45 1 1
Job Reference (optional)_ l�
1
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:24
I D:r5zrCn6j3logN9 U DY90MGtzVIFd-h710vGhSP6YwPlybY3Q2RgawQM F82
1-8-0 3-10-4 4-6-11
1-8-0 2-2-4 0-8-7
1-8-0
1-8-0
4-6-11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
L/d
TCLL
30.0
Plate Grip DOL
1.33
TC 0.70
Vert(LL)
0.03
5-6
>999
240
TCDL
15.0
Lumber DOL
1.33
BC 0.40
Vert(CT)
0.03
5-6
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB 0.28
Horz(CT)
0.08
4
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
i Matrix -MP
LUMBER-
! TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
; TOP CHORD
Structural wood sheathing directly applied or 4-6-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
14 = 27/Mechanical
5 = 73/Mechanical
6 = 398/0-8-0
Max Horz
6 = 122(LC 10)
Max Uplift
4 = -45(LC 10)
5 = -66(LC 7)
6 =-516(LC 6)
Max Grav
14 = 27(LC 1)
15 = 78(LC 8)
6 = 398(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-6=-691 /955
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2=11-10, Interior(1) 2-11-10 to 3-10-13,
Exterior(2) 3-10-13 to 4-5-15 zone; cantilever left
exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 45
lb uplift at joint 4, 66 lb uplift at joint 5 and 516 lb
uplift at joint 6.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 14 lb FT = 0%
SALVADOR .Ill ADO P.E STATE OF FLORIDA REG NO. 1 - 6401 NW 74 AVE. MIAMI FL.* 33166
33918 1 A J J5F I JACK TR @ 45
1-8-4
1-8-4
III
7
s
3 1 1
Job Reference
0 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:25
ID:r5zrCn6j3logN9UDY90MGtzVIFd-9KJ06ci4AQgnlvXn6mxH_1781 md6n1
4-6-10 5-0-0
2-10-6 0-5-6
6.00 �x4 =
A0235519
Scale =1:9.
1-8-4
1 10 0
4-6-10
5-0-0
1-8-4
011- 2
2-8-10
0-5-6 1
Plate Offsets X, --
2:0-1-9,1-7-2
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl .
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.39
Vert(LL)
-0.01 6-7
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.29
Vert(CT)
-0.02 6-7
>999
180,
BCLL 0.0 '
Rep Stress Incr YES
WB 0.20
Horz(CT)
0.02 4
n/a
n/a
BCDL 10.0
Code FRC2017lTP12014
Matrix -MP j
Weight: 17 lb FT = 09/6 j
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4-SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0=0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and i
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4 =
17/Mechanical
5 =
111/Mechanical
7 =
418/0-8-0
Max Horz
7 =
119(LC 10)
Max Uplift
4 =
-28(LC 10)
5 =
-112(LC 7)
7 =
-536(LC 6)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-7=-291 /663
NOTES-
1) Unbalanced roof live loads have been
considered for this desig In.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;.
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 4-6-10, Exterior(2)
4-6-10 to 4-11-4 zone; cantilever left exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) " This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0,.wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 28
lb uplift at joint 4, 112 lb uplift at joint 5 and 536
lb uplift at joint 7.
LOAD CASE(S)
Standard
Job Truss ;Truss Type Uty Fly
A0235520i
i 33918-1 A J5G j JACK TR @ 45 ;1 1
I Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:25 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-9KJ06ci4AQgn1 vXn6mxH_17AOmbUn2Mm5a5SgQyvrQa,
1-8-0 4-6-10 4-11-12
1-8-0 2-10-10 0-5-2
I i
6.00 F124x4 = Scale = 1:9.6;
0
1-8-0
7
2-10-1
1-12
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TIC 0.26
Vert(LL)
0.03
6-7
>999
240 MT20 2441190
TCDL 15.0
Lumber DOL
1.33
BC 0.40
Vert(CT)
0.03
6 7
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.16
Horz(CT)
0.01
4
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 17 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
! BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
! BRACING-
TOP CHORD
4 Structural wood sheathing directly applied or
4-11-12 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
i' truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
14 = 16/Mechanical
5 = 114/Mechanical
7 = 414/0-8-0
Max Horz
7 = 119(LC 10)
i Max Uplift
4 = -27(LC 10)
5 =-225(LC 7)
7 =-641(LC 6)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
I except when shown.
WEBS
2-7=-309/527
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp,D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 4-6-10, Exterior(2)
4-6-10 to 4-11-0 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
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 27
lb uplift at joint 4, 225 lb uplift at joint 5 and 641
lb uplift at joint 7.
LOAD CASE(S)
Standard
JOD s iruss iype iuty riy
339181 A �JZ JACK TR 13 1
1-8-0
1-8-0
0
I I Job Reference
s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industrie
I D:r5zrCn6j3logN9 UDY90MGtzVIFd-d Wtr
±14itOK61K.-I
A0235521
= 1:8.
1-10-0
1-10-0
Plate Offsets X,Y -
2:0-1-10,1-6-14
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0 I
Plate Grip DOL 1.33
TC 0.33
Vert(LL)
0.01
4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33 I
BC 0.34
Vert(CT)
0.01
4-5
>999 .
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.19
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 14 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-9
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 =
89/Mechanical
4 =
9/Mechanical
5 =
398/0-8-0
Max Horz
5 =
96(L'C 6)
Max Uplift
3 =
-142(LC 7)
4 =
-73(LC 11)
5 =
-617(LC 6)
Max Grav
3 =
89(LC 1)
4 =
37(LC 3)
5 =
398(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-5=-324/626
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 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) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
142 lb uplift at joint 3, 73 lb uplift at joint 4 and
617 lb uplift at joint 5.
LOAD CASE(S)
Standard
MA® EIAn0%0% a1a®Anr% n c 42'r A'r= 0%= =$ PmMAB A M=J-- QJ^ 40a'20 - CAA4 W10 7A All= RBOArRAB CH 'a'$Arw"
A0235522
33918-1 A J51 JACK TR .1 1 i I.
8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:27 2021 Page 11
ID:r5zrCn6j3logN9UDY90MGtzVIFd-5iR8XIkKi1 wVGDh9DBzl3SCVraF9F—H3ZuaZuJyvrQY
2-0-8 5-0-0
2-0-8 2-11-8
Scale = 1:21.J
0)&Q(0-1-8)
2-0-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
PLATES
TCLL
30.0
Plate Grip DOL
1.33
TC 0.37
Vert(LL)
0.02
4-5
>999
240
MT20
TCDL
15.0
Lumber DOL
1.33
BC 0.57
Vert(CT)
0.02
4-5
>999
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.11
3
n/a
n/a
BCDL
10.0 I
Code FRC2017/TP12014
Matrix -MR
I Weight: 19 lb
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and i
required cross bracing be installed during
truss erection, in accordance with Stabilizer j
Installation auide.
REACTIONS.
3 =
15 —
4 = .
Max Horz
5 =
Max Uplift
3 =
15 =
I4 =
Max Grav
3 =
5
4 =
(lb/size)
54/Mechanical
504/0-8-0
-6/Mechanical
322(LC 10)
-212(LC 10)
-428(LC 10)
-57(LC 10)
95(LC 8)
504(LC 1)
52(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-443/186
BOT CHORD
1-6=-136/475, 5-6=-443/981,
BOT CHORD
1-6=-136/475, 5-6= 443/981,
2-6= 394/664
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; 6=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
212 lb uplift at joint 3, 428 lb uplift at joint 5 and
57 lb uplift at joint 4.
LOAD CASE(S)
Standard
GRIP
244/190
FT = 0%
33918-JA IJ6 JACK TR I 1 1
(I Job Reference (optic
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc.
I D:r5zrCn6j3logN9U DY90MGtzVI Fd-av?WkdlyTL:
1-8-0 3-10-4 6-0-8
' 1-8-0 ' 2-2-4 2-2-4
6.00 F12
2x4 II
2x4 11
A0235523
Scale = 1:1
1-8-0 0-8-0(,0-1-8)
3-10-4
6-0-8
0-1-8(0-1-8)
1-8-0
2-2-4
2-2-4
Plate Offsets (X,Y)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.25
Vert(LL)
0.06
6
>818
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.39
Vert(CT)
-0.06
6
>797
180
BCLL 0.0
Rep Stress Incr YES
WB 0.16
Horz(CT)
0.00
5
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MP1
Weight: 22 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4.SP N0.2
WEBS 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-8
oc purlins.
BOT CHORD
,Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and �1
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 =
195/0-1-8
7 =
457/0-8-0
Max Horz
7 =
212(LC 10)
Max Uplift
5 =
-219(LC 10)
7 =
-537(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-329/137
BOT CHORD
1-7=-144/332
WEBS
2-7=-207/524
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=S.Opsf;
BCDL=S.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 3-10-4, Exterior(2)
3-10-4 to 5-10-12 zone; cantilever left exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 at joint(s) 5.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
219 lb uplift at joint 5 and 537 lb uplift at joint 7.
LOAD CASE(S)
Standard
Job Truss
Truss Type
; Qty I Ply
33918-1 A J7
SPECIAL TR
A0235524
i 3 1
Job Reference (optional)
I
Run: 8.420 s Feb 10 2021 Print:
8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:29 2021 Page 1
I D:r5zrCn6j3log N9UDY90MGtzVIFd-25ZuyzlaDeACWWrYLc? DStlozN_Vjt?MOC3gzCyvrQ
2-0-8
4-9-8 4-11-0 7-0-0
2-0-8
2-9-0 0- -8 2-1-0
Scale = 1:272
5
6.00 12
I
4
0-8-0(0-1-8)
i
I
3
I
2
I
1 1
4_
a• o•
S. 6, 3x5
= 8
13 1
�
10
7
VJ
I
Li
11
L1
-
9
i
2-0-8
i
4-9-8 4- -0 7-0-0
2-0-8
2-9-0 0- -8 2-1-0
Plate Offsets (X,Y)-- [12:0-2-4 0-1-8]
LOADING (psf)
SPACING-
2-0-0 CSL
DEFL. in ([cc) I/defl Ltd
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33 TC 0.52
Vert(LL) -0.03 8 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33 BC 0.33
Vert(CT) -0.06 8 >988 180
BCLL 0.0 '
Rep Stress Incr
YES i WB 0.11
Horz(CT) -0.05 6 n/a n/a
BCDL 10.0
Code FRC2017/TPI2014
Matrix -MP
Weight: 39 lb FT = 0%
LUMBER -
I TOP CHORD 2x4 SP No.2
8) Graphical purlin representation does not
BOT CHORD 2x4 SP No.2
TOP CHORD
depict the size the orientation of the purlin
WEBS 2x4 SP No.3 `Except'
3-12=-217/393
along the top and/or bottom chord.
W2: 2x4 SP No,2
BOT CHORD
BRACING-
12-13=-549/362
TOP CHORD
WEBS
LOAD CASE(S)
Structural wood sheathing directly applied
cc purlins, except end verticals. Except:
or 6-0-0 4-6=-212/384
Standard
i u-u-u cc bracing: i u-> >, i u-i z
i BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing,
Except:
7-4-1 cc bracing: 12-13.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
I Installation guide.
REACTIONS. (lb/size)
5 =
123/Mechanical
6 =
139/Mechanical
13 =
516/0-8-0
Max Horz
13 =
527(LC 10)
Max Uplift
5 =
-153(LC 10)
6 =
-238(LC 10)
13 =
-484(LC 10)
Max Grav
5 =
123(LC 1)
6 =
155(LC 8)
13 =
516(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) All plates are 2x4 MT20 unless otherwise
indicated.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) . This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
6) Refer to girder(s) for truss to truss
connections.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
153 lb uplift at joint 5, 238 lb uplift at joint 6 and
484 lb uplift at joint 13.
Qty
A0235525
33918A A
J9
SPECIAL TR
I I !Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:30 2021 Page 1
I D:r5zrCn6j3logN9U DY90MGtzVIFd-W H7H9JmDy137gQkuJXSh5gxUn HNSHV VFsoDVeyvrQV1
0-8-8
N4 4-6-0 9-0-0
14 3-9-8 4-6-0
0-4-4
2x4 11 Scale = 1:39.3
3
2x4 11 2x4 11
4-6-0
;8- 31
1
3- -0 9-0-0
8 2-6-0 0 -8 4-6-0
1-2-0
-8)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
( TC 0.66
Vert(LL)
-0.00
5
>999
240
TCDL
15.0
Lumber DOL
1.33
BC 0.48
Vert(CT)
-0.11
4-5
>855
180
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.29
Horz(CT)
-0.01
4
n/a
n/a
BCDL
10.0
Code FRC2017/TP12014
Matrix-MSH I
.
LUMBER-
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2 *Except*
B3: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
cc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-2-1 cc bracing.
j MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
j Installation guide.
REACTIONS. (lb/size)
10 =
167/0-8-0
4 =
453/0-3-0
8 =
343/0-8-0
Max Horz
10 =
558(LC 10)
Max Uplift
10 =
-423(LC 10)
14 =
-685(LC 10)
1 Max Grav
�10 =
167(LC 1)
4 =
453(LC 1)
l8 =
358(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-11=-130/263, 2-11=-78/275
BOT CHORD
1 -1 0=-203/379, 8-10=-790/431,
BOT CHORD
1 -1 0=-203/379, 8-10=-790/431,
5-8— 790/431, 4-5=-790/431
WEBS
2-4=-524/96113-4=-181 /347,
2-10=-353/19
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12 to 3-1-12
, Interior(1) 3-1-12 to 4-4-13, Exterior(2) 4-4-13
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) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
423 lb uplift at joint 10 and 685 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 58 lb FT = 0%
Job 1Truss ITruss Type Qty Ply
! A0235526
33918-1 A i M1 i MONO TR � 8 1 j 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:32 2021 Page 1
ID:r5zrCn6i3logN9UDY90MGtzVIFd-SgE1 a?oTWZYnN_Z70kZwmWwHTbwJwAcoiAHKZWyvrQT
5-5-0 10-10-0
5-5-0 5-5-0
2x4 11 Scale = 1:33.01
4
3x4 = "" "
LOADING (psf) I SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL 1.33
TCDL 15.0 Lumber DOL 1.33
' BCLL 0.0 ' I Rep Stress Incr YES
BCDL 10.0 Code FRC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
I BOT CHORD
Rigid ceiling directly applied or 6-9-8 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
! Installation guide.
REACTIONS. (lb/size)
5 = 477/Mechanical
16 = 707/0-8-0
I Max Horz
16 = 690(LC 10)
1 Max Uplift
5 =-678(LC 10)
6 =-606(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-488/4, 2-10=-269/0,
j 3-10=-254/71, 4-5=-225/412
BOT CHORD
1-6=0/464, 5-6=-705/499
WEBS
3-5=-540/782, 3-6=-463/459,
2-6=-189/476
10-10-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TC 0.69
Vert(LL)
-0.17
5-6
>643
240
BC 0.70
Vert(CT)
-0.33
5-6
>325
180
WB 0.38
Horz(CT)
-0.01
. 5
n/a
n/a
Matrix-MSH
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-1-0 to 2-11-0
, Interior(1) 2-11-0 to 7-8-4, Exterior(2) 7-8-4 to
10-8-4 zone; cantilever left exposed ;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
678 lb uplift at joint 5 and 606 lb uplift at joint 6.
LOAD CASE(S)
Standard
0
PLATES GRIP
MT20 244/190
Weight: 59 lb FT = 0
Job
33918-'1 A
Truss
M2 , MONO TR
0
3 1 1
s reo iu zun rant: 6.42u s
2x4 =
1-1-8 1r218
1-1-8 0-120
4 3
2x4 [I
171-8 1r2l8
1-1-8 0-1-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.33
TC 0.09
Vert(LL)
-0.00 4
>999
240
TCDL
15.0
Lumber DOL
1.33
BC 0.20
Vert(CT)
-0.00 4
>999
180
BCLL
0.0
Rep Stress Incr
YES
WB 0.10 I
Horz(CT)
0.00
n/a
n/a
BCDL
10.0
Code FRC2017/TPI2014
Matrix MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
1 BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-2-8
oc purlins.
BOT CHORD
I Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
j Installation guide.
REACTIONS. (lb/size)
3 — 121/Mechanical
2 = -0/Mechanical
Max Horz
3 = 221(LC 10)
2 =-153(LC 10)
Max Uplift
3 =-185(LC 10)
Max Grav
3 = 121(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-426/160
BOT CHORD
1-4=-123/412, 3-4=-123/412
WEBS
2-4=-119/322
Zleyt*-!
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=S.Opsf;
BCDL=S.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left exposed ;C-C for members and forces &
MW FRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
5) Refer to girder(s) for truss to truss
connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
185 lb uplift at joint-3.
LOAD CASE(S)
Standard
nc.
A0235527
Scale =1:7
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 0%
.Qeo %rarorocD eea®Anro ® r c-rA"rc roc ra r%nnnA sari Mn 400'20 - =Area MUW'7A All= naaAna® ra �4N Gc
Job i russ ; i russ i ype ! Uty my
A0235528
33918-1A S1 iSPECIALTR i1 1
I I !Job Reference (optional) I
s r-eo iu zuzl t'nnu a.4zu s
2-0-8 4-8-0 8-6-0 12-4-0 14-11-8 17-0-0 i
2-0-8 2-7-8 3-10-0 3-10-0 2-7-8 2-0-8
4x4 11 Scale: 3/8"=1'I
4
BRACING- v V
1 TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
' BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 1-22,21-22;8-9,7-8.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation auide.
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz
22= 241(LC 9)
Max Uplift
All uplift 100 lb or less at
joint(s) except 21=-1243(LC 10),
9= 1321(LC 10), 22— 421(LC 8),
8=-252(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) except 21=983(LC 1),
9=983(LC 1), 22=392(LC 9), 8=399(LC
10)
FORCES. (lb)
IMax. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-268/136, 2-3=-372/275,
3-29= 576/532,29-30=-460/544,
4-30=-458/557, 4-31= 458/557,
31-32=-460/544,5-32=-576/532,
5-6=-367/275, 6-7=-268/136
BOT CHORD
1-22=-87/278, 21-22=-165/278,
3-21 =-1 038/1417, 5-9=-1038/1434,
8-9=-87/278, 7-8=-87/278
WEBS
5-15=-206/373, 3-15=-206/373,
2-22=-444/366, 6-8=-513/259
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-1-0 to 2-11-0
, Interior()) 2-11-0 to 5-6-0, Exterior(2) 5-6-0 to
11-6-0, Interior()) 11-6-0 to 14-1-0, Exterior(2)
14-1-0 to 17-1-0 zone; cantilever left and right
exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) All plates are 2x4 MT20 unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
where a rectangle 3-6-0 tall by 2-0-0 wide will tit
between the bottom chord and any other
members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1243 lb uplift at joint 21, 1321 lb uplift at joint 9,
421 lb uplift at joint 22 and 252 lb uplift at joint 8.
LOAD CASE(S)
Standard
Job Truss I Truss Type Qty Ply
1 A0235529
33918-1-A S2 SPECIAL TR 1 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021. MiTek Industries, Inc. Wed Jul 21 13:20:35 2021 Page 1
I D:r5zrCn6j3logN9UDY90MGtzV1Fd-sFwAC1 gLpUwMERlihs6dO8XITo?g7T8FPBW_AryvrQ
4-6-9 10-0-0
4-6-9 5-5-7
3x5 II Scale = 1:23.1
3
6.00 12
i
i
0
ax8 11^Y
1-0-0(03x8) II
4-6-9 10-0-0
4-6-9 5-5-7
-7 1-11-rn r1•n-9-A Frina1 r1•n-1-1A n-n-1d1 r9•n-9-n n-5)-al rq-n-P-R o-1-ni_ wn-,i-n_n-1-1 9f
0-8-4%-11f8)
LOADING (psf) I
SPACING-
2-0 0
CS'.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0 I
Plate Grip DOL
1.33
TC 0.84
Vert(LL)
0.20
4-5
>599
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.47
Vert(CT)
0.18
4-5
>664
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.58
Horz(CT)
-0.02
4
n/a
n/a
1 BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 47 lb FT = 0%1
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-10-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-9-7 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4 =
457/0-8-0
1 =
631/1-0-0
Max Horz
1 =
436(LC 10)
Max Uplift
4 =
-797(LC 10)
1 =
-642(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1 -11 =-974/1745, 2-11=-944/1748,
3-4=-250/434
BOT CHORD
1-5=-2092/945, 4-5=-2040/950
WEBS
2-5=-346/119, 2-4=-924/1962
WEBS
2-5=-346/119, 2-4=-924/1962
NOTES-
1) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; 13=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 6-10-4, Exterior(2)
6-10-4 to 9-10-4 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) Plates checked for a plus or minus 0 degree
rotation about its center.
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
797 lb uplift at joint 4 and 642.Ib uplift at joint 1.
LOAD CASE(S)
Standard
c+. ae XVAM mm-+a ...Ww..aa — - ova-.r ear_ v-a n.Weexa --ems .0a Ael'n'2n JeA^A a96ia 7A bare AAanawv MN �o.acc
Job I russ T russ i yp(
33918-1 A S3 'JACK TR
0
10 1
Job Reference (opti
s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc
I D:r5zrCn6i3logN9U DY90MGtzVI Fd-LRUYQMr_
4-6-10 7-0-0
4-6-10 2-5-6
2x4 11
6.00 V2 3
3x6 11 4x6 11
3x8 11
0-8-0(0-1-8) 0-1-8(0-1-8)
1-10-0
1-10-0
4-6-10
2-8-10
7-0-0
2-5-6
A0235530
2021 Pagel
I
Scale = 1:15.4
I
LOADING (psf) 1
SPACING-
2-0-0
CST. i
DEFL.
in
(loc)
I/deft
Ud
I
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.23
Vert(LL)
0.02
4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.24
Vert(CT)
0.02
4-5
>999
180
BCLL 0.0 1,
Rep Stress Incr
YES
WB 0.34
Horz(CT)
-0.01
4
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix -MP
Weight: 31 lb FT = 0%
j LUMBER-
] TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING-
ITOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
j BOT CHORD
Rigid ceiling directly applied or 5-5-13 oc bracing.
! MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4 = 285/0-1-8
1 = 472/0-8-0
Max Horz
1 = 244(LC 10)
Max Uplift
4 =-506(LC 10)
1 =-705(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-11= 404/910, 2-11=-385/913
i BOT CHORD
1 1-5=-1116/379, 4-5=-1061/374
WEBS
2-5= 363/86, 2-4=-404/1148
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 4-6-10, Exterior(2)
4-6-10 to 6-10-4 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
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 at joint(s) 4.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
506 lb uplift at joint 4 and 705 lb uplift at joint 1.
LOAD CASE(S)
Standard
SALVADOR JU ADO P.E STATE OF FLORIDA REG NO. 19939 - 6401 NW 74 AVE. MIAMI FL. 33166
Job i Truss Truss Type ; Qty I Ply
A0235531
339181A S5 SPECIALTR
1 1
1 1 Job
Reference (optional)
Run:
8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:37 2021 Page 1
I D:r5zrCn6j3log N9U DY90MGtzVIFd-pe2wdiscL6A4TIS4pH95TZd4icb6bN2XsR?5FkyvrQO
,1-8-0 , 4-6-10 8-9-5
13-0-0 19-4-0 , 22-8-0
, 27-9-6 30-6-0 132-4-01
1-8-0 2-10-10 4-2-11 4-2-11 6-4-0 3-4-0
5-1-6 2-8-10 '1-104
Scale = 1:56.6
i
4x6 =
4x6
6.00 F12
5 6
Tq
j
2x4 11
3x4 \\ 25
7
2.00 12 q
W6 7
0
4x4 %
4x6 = L9
3x8 II 3
8 , 26 3x8 II
2 24
g
1
PH
10
17 16
15 14 27 28
' I
13 12 11
3xQ-="0(0-1-8) 3x4 =
3x6 = 5x8 — 3x4 =
0-8-0(0-2-10) 2x4 II 1-0-0(0-1-8)
i
3x8 =
I
1-8-0 4-6-10 13-0-0
22-8-0
I
27-9-6 30-6-0 32-4-0
1-8-0 2-10-10. 8-5-6
9-8-0
5-1-6 2-8-10 1-10-0
Plate Offsets (X,Y)-- 11:0-2-0,0-1-81,[2:0-1-1 0,1-6-14],[3:0-2-0,0-2-8 , 4:0-2-0,0-0-1 2 , 9:0-1-4,1-8-1 4 , 1 3:0-4-0,0-3-0
LOADING (psf)
SPACING- 2-0-0
CSI. DEFL. in (loc) I/deft. Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.92 Vert(LL) 0.52 15-16 >478 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.79 Vert(CT) -0.54 15-16 >462 180
I
BCLL 0.0
Rep Stress Incr YES
WB 0.62 Horz(CT) 0.02 13
n/a n/a
1 BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 157 lb FT = 0%
ILUMBER-
TOP CHORD 2x4 SP No.2
3) Provide adequate drainage to prevent water
BOT CHORD 2x4 SP No.2 *Except*
TOP CHORD
ponding.
I 61: 2x4 SP 2250F 1.9E
1-2=-1982/1525, 2-24= 2064/1626,
4) Plates checked for a plus or minus 0 degree
WEBS 2x4 SP No.3
3-24=-2025/1630, 374=-2370/2053,
rotation about its center.
BRACING-
4-25=-1064/884, 5-25=-906/902,
5) This truss has been designed fora 10.psf
I TOP CHORD
Structural wood sheathing directly applied or 2-2-0
5-6=-869/928, 6-7=-1318/1210,
7-8=-1598/1244, 8-26=-367/582,
ith
bottom chord live load nonconcurrent with any
oc purlins.
=
9-263717569, 9-10=-440/568
other live loads.
6) *This truss has been designed for a live load
I BOT CHORD -
BOT CHORD
on the bottom chord in areas
Rigid ceiling directly applied or 5-8-0 oc bracing.
1-17=-1511/1981, 16-17=-1511/1981,
whenof
a r 0 tall by 2-0 0 wide will fit
where a rectangle
WEBS
15-16=-1031/1393, 14-15=-106/530,
between the bottom chord and any other
c
1 Row at midpt
14-27=-106/530, 27-28=-106/530,
members, with BCDL = f.
6-15, 6-13
13-28=-106/530, 12-13=-582/520,
7) Provide mechanical coonnection (by others) of
connO.Opection
MiTek recommends that Stabilizers and
11-12=-558/438, 10-11=-558/438
truss to bearing plate capable of withstanding
required cross bracing be installed during
WEBS
"
2686 lb uplift at joint 13, 1196 lb uplift at joint 17
truss erection, in accordance with Stabilizer
3-16=-749/828, 4-16=-740/857,
and 511 lb uplift at joint 11.
Installation guide.
4-15=-635/897, 5-15=-92/310,
6-15=-1026/1057, 6-13=-1898/2091,
REACTIONS. (lb/size)
7-13=-408/695, 8-13=-475/1147,
LOAD CASE(S)
13 = 2234/0 8 0
8-12=-542/170, 2-17=-580/612,
Standard
17 = 1158/0-8-0
9-11=-208/408
11 = 172/1-0-0
Max Horz
NOTES -
17 =-237(LC 8)
1) Unbalanced roof live loads have been
Max Uplift
considered for this design.
13 =-2686(LC 10)
2) Wind: ASCE 7-10; Vult=175mph (3-second
117 =-1196(LC 10)
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
11 =-511(LC 7)
BCDL=5.Opsf; h=45ft; B=45ft; L=32ft; eave=4ft;
Max Grav
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
13 = 2234(LC 1)
(directional) and C-C Exterior(2) -0-0-6 to 3-2-7,
17 = 1190(LC 15)
Interior(1) 3-2-7 to 9-9-10, Exterior(2) 9-9-10 to
11 = 280(LC 16)
22-8-0, Interior(1) 22-8-0 to 29-1-9, Exterior(2)
29-1-9 to 32-4-6 zone; cantilever left and right
FORCES. (lb)
exposed ; porch right exposed;C-C for members
Max. Comp./Max. Ten. - All forces 250 (lb) or less
and forces & MWFRS for reactions shown;
except when shown. —
Lumber DOL=1.60 plate grip DOL=1.60
Awt am wma a�a a.ewom aw w m® m.o.a yr we® a -a �ma®ea w. ra w-!a 0.Aw .6 a1CL�a's 6 A^Z %1%A. 9A Atff .. iW■aOAx 14-• ^ -'XA d. .
33918-1 A
Truss (Truss Type Qty Ply '
S6 SPECIAL TR ;1 1 A0235532
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:39 2021 Page 1
I D:r5zrCn6j3log N9 U DY90MGtzV1 Fd-109g2OtstjRoi3cTwi BZY_iQ4P103CAgJl UCJcyvrQM
11-8-01 4-6-10 1 7-8-13 , 11-0-0 16-2-0 21-4-0 , 27-9-6 30-6-0 132 4-0,
1-8-0' 2-10-10 ' 3-2-4 ' 3-3-3 ' 5-2-0 5-2-0 6-5-6 2-8-10 1-10-0'
Scale = 1:56.71
I
I
4x6 =
6.00 12 2x4 II 4x6
5 27 6 28 7
2.00 12 3x4 \\
4
W 29
I 4x4 4V W 4x6 c
3x6 II 3 8 3x6 II
1
2 26 \ . 30 g a
10
19 18 17 16 15 14 13 12 11
8 0 0 1 8 3x4 = 3x6 = 3x8 = 3x6 = 4x6 I� 2x4 1-0-0 0 1 g3x4 =
3x9-- ( ) 3x4 — 0-8-0 0-1- 5) (- - )
i
I
I
k 1-8-0 4-6-10 11-0-0 16-2-0 21-4-0 2-8- 27-9-6 30-6-0 32-4-0
1-8-0 2-10-10 6-5-6 5-2-0 5-2-0 1-4- 5-1-6 2-8-10 1-10-0
Plate Offsets (X,Y)--[2:0-1-6,1-6-10],_[3:0-2-4,0-2-8],[4:0-2-0,0-0-12L15:0-3-8,0-2-0], [8:0-2-12,0-2-4], [9:0-0-4,1-8-14], [13:0-3-0,0-1-4]
LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) 0.38 17-18 >652 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.41 17-18 >613 180 I
BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.02 13 n/a n/a I
BCDL 10.0 Code FRC2017rrP12014 Matrix-MSH Weight: 158 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except* 2) Wind: ASCE 7-10; Vult=175mph (3-second
T2: 2x4 SP 2250F 1.9E TOP CHORD gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BOT CHORD 2x4 SP 2250F 1.9E *Except* 1-2=-1855/1385, 2-26= 1938/1488, BCDL=5.Opsf; h=45ft; B=45ft; L=32ft; eave=oft;
B2: 2x4 SP No.2 3-26=-1899/1493, 3-4=-2180/1827, Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
WEBS 2x4 SP No.3 4-5=-1276/1070, 5-27=-693/557, (directional) and C-C Exterior(2) -0-0-6 to 3-2-7,
BRACING- 6-27=-693/557, 6-28=-693/557, Interior(1) 3 2-7 to 7-7-10, Exterior(2) 7-7 10 to
TOP CHORD 7-28=-693/557, 7-29=-1821/1514, 1 Interior(l)
l) 3- -7 t 1 3 to Exterior(2)
Exterior(2)
to
Structural wood sheathing directly applied or 2-2-0 8-29=-1837/1384, 8-30=-424/685, 18-0-3, Interior(l)
2ior(l) 4-3-or(1) 8-0-13 to 2erior(
B purlHOs. BOO HORD3, 9-1 0� 476/669 Exterior(2) 29-1-9 to 32-4-6 zone; cantilever left
ROT CHORD BOT CHORD and right exposed ; porch right exposed;C-C for
Rigid ceiling directly applied or 6-0-0 oc bracing. 1-1-18=-1 27/15 , 18 19= 1373/1855, members and forces & MWFRS for reactions
WEBS 17 18=5 1 /1078 0, shown; Lumber DOL=1.60 plate grip DOL=1.60
1 Row at midpt 7-15. 16-17=-551/1078, 15-16= 551/1078, j
MiTek recommends that Stabilizers and 14-15=-637/1207, 13-14=-637/1207, 3) Provide adequate drainage to prevent water
12-13=-688/558, 11-12=-659/483, pohding.
required cross bracing be installed during 4) Plates checked for a plus or minus 0 degree
truss erection, in accordance with Stabilizer 10-11=-659/483 rotation about its center.
Installation guide. WEBS 5) This truss has been designed for a 10.0 psf
3-18=-617/667, 5-17=-436/516, bottom chord live load nonconcurrent with any
REACTIONS. (lb/size) 5-15=-5781700, 6-15=-526/683,
( ) other live loads. I
13 = 2318/0-8-0 7-15=-1496/1499, 7-13=-2158/2478, 6) * This truss has been designed for a live load
19 = 1129/0-8-0 8-13=-633/1369, 8-12=-492/207, of 20.Opsf on the bottom chord in all areas
11 = 116/1 0 0 4 18=-439/570, 4 17= 538/714, where a rectangle le 3-6-0 tall b 2-0-0 wide will fit
n n.,., u..__ 9-1 Q=-5R9/R9R Q-11=-1 d9/q91 g y
19 v-_
181(LC 9)
Max Uplift
13 =
-2763(LC 10)
19 =
-1170(LC 10)
11 =
-457(LC 7)
I Max Grav
13 =
2318(LC 1)
19 =
1176(LC 15)
11 =
217(LC 16)
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.
uerween me uouum unaru anu any airier
members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
2763 lb uplift at joint 13, 1170 lb uplift at joint 19
and 457 lb uplift at joint 11.
LOAD CASE(S)
Standard
SALVADOR JURADO P.E STATE OF FLORIDA RED NO. 19939 - 6401 NW 74 AVE. MIAMI FL. 33166
Job
Truss
Truss Type Qty
Ply
A0235533
339181TA
S7
SPECIALTR 1
1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021
MiTek Industries, Inc. Wed Jul 21 13:20:40 2021 Page 1
ID:r5zrCn6i3logN9UDY90MGtzVIFd-DCi3GkuUe1 ZfKCBfUQio5CFeCpfVohs_YPDls3yvrQL
4-6-10 9-0-0
13-9-5 18-6-11 23-4-0 27-9-6 32-4-0
4-6-10 4-5-6
4-9-5 4-9-5 4-9-5
4-5-6 4-6-10
Scale = 1:57.4
6x8 MT20HS=
6.00 12
6x8 MT20HS=
3x4 = 3x4 =
2.00 13x6 3 30 31 4 5 32
!
33 6 3x6 =
=
6x12 MT20HS=
6x12 MT20HS=
4x12 =HW1 2 29
34 7 3H5W1 4x12 = 17
28
1
8
15 14
13 12 11
10 9
3x40$-0(0-1-8) 2x4 II 5x8 =
5x6 WB= 3x4 — 5x6 WB—
5x8 = 2x4 II 0-8-0(0 1 %x4 —
4-6-10 9-0-0
16-2-0 1 23-4-0
1 27-9-6 32-4-0
4-6-10 4-5-6
7-2-0 17-2-0
14-5-6 14-6-10
Plate Offsets X,Y - 1:0-3-7,0-2-5 , 1:0-0-12 0-2-0],[2:0-7-12,0-3-4],[7:0-7-12,0-3-4], 8:0-3-7,0-2-5 , 8:0-0-12,0-2-0 , 10:0-4-0,0-2-4 , 14:0-4-0 0-2-4 !
LOADING (psf)
SPACING-, 2-0-0
CSI. DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.71 Vert(LL) 0.81 10-12
>483 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.68 Vert(CT) 0.72 10-12
>540 180
MT20HS 187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.75 Horz(CT) -0.21
8 n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix MSH
Weight: 163 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP 2250E 1.9E *Except*
2) Wind: ASCE 7-10; Vult=175mph (3-second
T1: 2x4 SP No.2
TOP CHORD
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BOT CHORD 2x4 SP 2250F 1.9E
1-28=-651/1248, 2-28=-623/1251,
3-29=-3087/6292,
BCDL=5.Opsf; h=45ft; B=45ft; L=32ft; eave=4ft;
WEBS 2x4 SP No.3.
2-29=-3143/6278,
3-30=-2813/5917, 30-31=-2813/5917,
Cat. II; Exp. D; Encl., GCpi=0.18; MWFRS
OTHERS 2x4 SP No.3
(directional) and C-C Exterior(2) -0-0-6 to 3-2-7,
SLIDER
4-31=-2813/5917, 4-5=-3569/7431,
Interior(1) 3-2-7 to 5-9-10, Exterior(2) 5-9-10 to
Left 2x4 SP 2250F 1.9E -@ 3-8-6,
5-32=-2813/5917, 32-33= 2813/5917,
to 226-6-6,
12-3-1 Ito
Right 2x4 SP 2250F 1.9E -@ 3-8-6
6-33= 2813/5917, 6-34=-3087/6292,
26-6 6, Int o 29-Exter-9 ,
26 6-6 Interior(l)
BRACING-
7-34= 3143/6278, 7-35=-623/1251,
2-4-1) one; c n lever I
Exterior(2) 29-1-9 to 32-4-6 zone; cantilever left
Exterior(2)
TOP CHORD
8-35=-651/1248
and right exposed ;porch left expoeafor
Structural wood sheathing directly applied or 4-2-0
BOT CHORD
ct
members and forces & MWFRS forr reactions
oc purlins.
1-1 5=-7843/3923,14-15= 7876/3957,
shown; Lumber DOL=1.60 plate grip DOL=1.60
BOT CHORD
13-14=-6769/3525,
3) Provide adequate drainage to prevent water
Rigid ceiling directly applied or 2-2-3 oc bracing.
12-13=-6769/3525,
ponding.
MiTek recommends that Stabilizers and
11-12=-6769/3525,
4) All plates are MT20 plates unless otherwise
required cross bracing be installed during
10-11=-6769/3525, 9-10=-7876/3957,
indicated.
truss erection, in accordance with Stabilizer 1
8-9=7843/3923
5) Plates checked for a plus or minus 0 degree
Installation guide.
WEBS
2-15=-225/275, 2-14=-1218/2504,
rotation about its center.
REACTIONS. (lb/size)
3-14=-2189/935, 4-14=-984/1498,
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
1 = 1782/0-8-0
4-12=-471/171, 5-12=-471/171,
other live loads.
8 = 1782/0-8-0
5-10=-984/1498, 6-10=-2189/935,
7) * This truss has been designed for a live load
Max Horz
7-10=-1218/2504, 7-9= 225/275
of 20.Opsf on the bottom chord in all areas
1 =-125(LC 8)
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
Max Uplift
NOTES-
1) Unbalanced roof live loads have been
between the bottom chord and any other
1 =-2850(LC 10)
8 =-2850(LC 10)
considered for this design.
members.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
FORCES. (lb)
2850 lb uplift at joint 1 and 2850 lb uplift at joint
Max. Comp./Max. Ten. - All forces 250 (lb) or less
8.
except when shown.
TOP CHORD
1-28=-651/1248, 2-28=-623/1251,
LOADCASE(S)
12-29=-3143/6278,3-29=-3087/6292,
Standard
3-30— 2813/5917, 30-31 _ 2813/5917,
CA® ®9AYtf1� ®VV—AM0% e � 0-�FA�m 0%n W-# ^Mns n ml=rn We% ACM12n cAn4 bjuu IVA A&dc flASABAH c@ 9'3q CP.
•
Job
33918-1A
Truss
S8
Truss Type,
SPECIALTR
Oty
I1
Ply
1
A0235534 4
Job Reference (optional)
Run: 8.420 s Feb 10
2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:41 2021 Page 1
I D:r5zrCn6j3logN9 UDY90MGtzVIFd-hP HRT4v6PKhVyMms27D1 ePnl4DzhX627n3zJOVyvrON
i 2-4 5 ,3-10-4
10-4-2
16-10-0 , 20 6-15 24-5-11 1 27-4-2 27r$-0
2-4-5 1-5-15
6-5-14
6-5-14 N 3-8 15 3-10-11 12-10-8 0-3-14
3x4 = 0-8-0(0-1-83x5 II
4x4 =
6.00 5_2 6
4x4 = 3x4 = 3x8 =
Scale = 1:51
3x4 = 4x6 11
0-8-0(0-1-10)
3-10-4
1-8-0
4-5 10-4-2
16-10-0
24-5-11 27-8-0
1-8-0
-8-5 6-5-14
6-5-14
7-7-11 3-2-5
1-5-15
I
Plate Offsets (X,Y)--[2:0-0-3,2-3-3],[4:0-3-0,Edge],[5:0-2-1 2,0-1-011[6:0-2-0,0-2-4],[15:0-2-12,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.96
Vert(LL)
0.43 14-15
>700 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.81
Vert(CT)
-0.39 14-15
>765 180
1 BCLL 0.0 *
Rep Stress Incr YES
WB 0.88
Horz(CT)
-0.07 10
n/a n/a
BCDL 10.0
Code FRC2017lTP12014
Matrix-MSH
Weight: 160 lb FT = 0%
' LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP 2250F 1.9E
I BOT CHORD 2x4 SP No.2 *Except*
Bi: 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
iTOPCHORD
Structural wood sheathing directly applied, except
end verticals.
I BOT CHORD
I Rigid ceiling directly applied or 4-0-7 oc bracing.
WEBS
1 Row at midpt 5-12
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer i
Installation guide.
REACTIONS. (lb/size)
[ 10 =
1371/0-8-0
16 =
1659/0-8-0
Max Horz
16 =
425(LC 10)
Max Uplift
10 =
-1372(LC 10)
16 =
-1770(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten.
- All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1444/1121, 2-20=-1508/1208,
3-20=-1499/1210, 3-4=-2253/2100,
4-5=-2045/2117, 5-21=-1463/1514,
TOPCHORD
1-2=-1444/1121, 2-20=-1508/1208,
3-20=-1499/1210, 3-4=-2253/2100,
4-5=-2045/2117, 5-21 =-1 463/1514,
6-21=-1308/1540, 6-22=-1267/1595,
7-22=-1384/1580, 7-8=-1292/1328
BOT CHORD
1-16=-1090/1431, 15-16=-1516/1476,
14-15=-1685/1595,
13-14=-2059/1953,
12-13=-2059/1953,
11-12=-1267/1271,
10-11=-1061 /1079
WEBS
3-15=-799/983, 3-14=-647/387,
5-14=0/291, 5-12=-934/1190,
6-12=-860/791, 7-12=-276/382,
8-11=-216/382, 8-10=-1628/1597,
2-16=-533/551, 7-11=-311 /348
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=28ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to
2-11-10, Interior(1) 2-11-10 to 13-10-0,
Exterior(2) 13-10-0to 19-10-0, Interior(1)
19-10-0 to 24-5-11, Exterior(2) 24-5-11 to 27-6-4
zone; cantilever, left exposed ;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1372 lb uplift at joint 10 and 1770 lb uplift at joint
16.
LOAD CASE(S)
Standard
i'
I
I
Job
Truss Truss Type • Qty
Ply
33918-tA
,
�S9 SPECIAL TR 1
I
1 f
A0235535
i
!
!Job Reference (optional)
Run:
8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:42 2021 Page 1
I D:r5zrCn6j3logN9 U DY90MGtzVI Fd-9brpgQvkAepMZWK2bgkGAdKvIdGjGau HOjiswxyvrQJ
1-8-0 , 3-10-4 10-4-2
, 16-10-0
22-5-9 , 25-4-0 , 27-8-0 -,
1-8-0 2-2-4 6-5-14
6-5-14
5-7-9 2-10-8 2-4-0
46 =
Scale=1:51.0
j
5
6.00 F12
21
20
i
4x6 = 44 =
3x5 \\
6 7
4
2x4 11
i
8
2.00 12
W5
0
4x4 =
7 9 W 1 m
3x8 11 3
2 19
1
,15 14
13 12 11
10 9
i 2x4 I I
3x"-0(0-1-8)
4x4 = 44 3x8 =
3x4 = 46 11
0-8-0(0-1-11)
l
1-8-0 , 3-10-4 , 10-4-2
16-10-0 ,
22-5-9 25-4-0 27-8-0
1-8-0 2-2-4 6-5-14
6-5-14
5-7-9 2-10-8 2-4-0
Plate Offsets X,Y - 2:0-1-10,1-6-14 , 4:0-2-12,0-1-0 , 6:0-2-1 2,0-2-0 , 7:0-2-4,0-2-0
LOADING (psf)
SPACING- 2-0-0
CSI. 1 DEFL. in (loc)
I/dell Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.96 Vert(LL) 0.56 13-14
>553 240
MT20 244/190
I TCDL 15.0
Lumber DOL 1.33
BC 0.95 Vert(CT) -0.50 13-14
>626 180
i BCLL 0.0 '
Rep Stress Incr YES
WB 0.78 Horz(CT) -0.08 9
n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
i
Weight: 160 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
4) Plates checked for a plus or minus 0 degree
T1,T2: 2x4 SP 2250F 1.9E
TOP CHORD
rotation about its center.
BOT CHORD 2x4 SP 2250F 1.9E *Except*
1-2= 2631/2376, 2-19= 2723/2481,
5) This truss has been designed fora 1 psf
B2- 2x4 SP No.2-
3-19=-2703/2484, 3-4=-2460/2332,
bottom chord live load nonconcurrent with th any
WEBS 2x4 SP No.3
4-20=-1534/1601, 5-20=-1384/1627,
other live loads.
BRACING-
5-21=-1383/16181 6-21=-1491/1605,
6) * This truss has "been designed for a live load
TOP CHORD
6-7=-1278/1405
of 20.Opsf on the bottom chord in all areas
Structural wood sheathing directly applied or 2-2-0
BOT CHORD
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
oc purlins, except end verticals.
1-1 5=-2347/2618,14-15=-2759/2618,
between the bottom chord and any other
BOT CHORD
13 14= 2883/2715,
members.
Rigid ceiling directly applied or 2-2-0 oc bracing.
12-13=-2239/2140,
7) Provide mechanical connection (by others) of
WEBS
11-12= 2239/2140,
truss to bearing plate capable of withstanding
1 Row at midpt 4-11
10-11= 1299/1309, 9-10= 631/636
1417 lb uplift at joint 9 and 1678 lb uplift at joint
MiTek recommends that Stabilizers and i
WEBS
15.
required cross bracing be installed during
3-14=-560/725, 3-13=-616/649,
truss erection, in accordance with Stabilizer
4-13=-107/388, 4-11=-1066/1317,
Installation quide.
5-11=-760/735, 6-10=-962/1117,
LOAD CASE(S)
7-10=-1233/1253, 7-9=-1410/1408,
Standard
REACTIONS. (lb/size)
2-15=-643/651
9 = 1416/0-8-0
15 = 1615/0-8-0
NOTES-
Max Horz
1) Unbalanced roof live loads have been
15 = 412( LC 10)
considered for this design.
Max Uplift
2) Wind: ASCE 7-10; Vult=175mph (3-second
9 --1417(LC 10)
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
j 15 =-1678(LC 10)
BCDL=5.Opsf; h=45ft; B=45ft; L=28ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
iFORCES. (lb)
(directional) and C-C Exterior(2) -0-0-6 to
Max. Comp./Max. Ten. - All forces 250 (lb) or less
2-11-10, Interior(1) 2-11-10 to 13-10-0,
! except when shown.
Exterior(2) 13-10-0 to 19-10-0, Interior(1)
TOP CHORD
19-10-0 to 22-5-9, Exterior(2) 22-5-9 to 27-6-4
1-2=-2631/2376, 2-19=-2723/2481,
zone; cantilever left exposed ;C-C for members
3-19= 2703/2484, 3-4=-2460/2332,
and forces & MWFRS for reactions shown;
j
4-20— 1534/1601, 5-20=-1384/1627,
Lumber DOL=1.60 plate grip DOL=1.60
5 21= 138311618, 6 21=-1491/1605,
3) Provide adequate drainage to prevent water
ponding.
Q-As .40—ft iA M R_ r4'a ^- R-9 AT90 _"W _ oa P1 lAFt.AA *?19-A ®scar - . A _ ... ama• — --A -e-
33918-1 A
I lubb IIubb IyptC WLy Fly A0235536
I
S10 SPECIAL TR 1 1
'Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:44 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-6_zz56z?hF34pgURIFnkF2PJGQzokURZT1 Bz?gyvrQE
, 1-10-5 , 3-5-2 , 5-11-8 , 10-2-7 14-5-6 , 18-4-6 , 20-0-91 22-11-0_ , _ _ 26-11-10
1-10-51-6-13 2-6-5 4-2-15 4-2-15 3-11-0 1-8-3 2-10-8 4-0-10
Scale = 1:49.8
44 =
4x4 =
5 R
17 15 16 3x8 = 3x4 = 3x8 =
46 11 4x8 55. 5x6 -
4.15 12
AvA —
3-5-2 11 5-11-8 , 14-5-6 20-0-9 26-11-10
3-5-22-6-5 8-5-14 5-7-3 6-11-1
I9
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud PLATES GRIP
i TCLL 30.0
Plate Grip DOL
1.33
TC 0.71
Vert(LL)
0.30 16
>999
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.85
Vert(CT)
-0.44 13-14
>728
180 1
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.77
Horz(CT)
-0.13 10
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
I Weight: 178 lb FT = 0%
LUMBER-
TOP CHORD 2x.4 SP No.2 *Except*
T3: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-3
oc purlins, except end verticals.
BOT CHORDi
Rigid ceiling directly applied or 3-7-4 oc bracing.
WEBS
1 Row at midpt 8-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
I
REACTIONS. (lb/size)
17 = 1512/Mechanical
10 = 1476/Mechanical
Max Horz
17 = 379(LC 10)
Max Uplift
17 =-1377(LC 10)
10 =-1482(LC 10)
i FORCES. (lb)
'Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2423/2194, 3-4=-3650/3441,
j 4-18=-1873/1971, 5-18=-1822/1988,
1 5-6=-1576/1865, 6-7=-1529/1792,
j 7-8=-134411547, 9-1 0=-1 87/322
' BOT CHORD
15-17= 1757/1531, 13-14=-2436/2272,
BOT CHORD
15-17=-1757/1531,
13-14=-2436/2272,
12-13=-1300/1361,
11-12=-1300/1361, 10-11=-888/903,
14-15=-2888/2729
WEBS
2-17=-2043/1834, 2-15=-1185/1286,
3-15=-1822/1956, 3-14=-536/653,
4-14=-1098/1246, 4-13=-977/1304,
5-13=-498/491, 6-13=-397/513,
7-11=-805/970, 8-11=-926/1003,
8-1 0=-1 505/1487
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=27ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12 to 1-10-5
, Interior(1) 1-10-5 to 11-5-13, Exterior(2)
11-5-13 to 26-9-14 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1377 lb uplift at joint 17 and 1482 lb uplift at joint
10.
LOAD CASE(S)
Standard
W
SALVADOR A r ,r. P.E STATE OF if 6401 NW 74 AVE. MIAMI..
A0235537
33918 ) A S11 I SPECIAL TR 11 I 1
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek I
Page 1
20-11-0
41014 11 12-5-6 17-6-15 19-1012 26-11-10
4-10-14 -0-1 6 5 14 5 1-9 2 3 13 0-4 6-0-10
Scale = 1
4x4J=
48
AvG —
I-
16 14 i5 5x6 = 3x8 3x4 = 3x8 =
3x5 II 5x10 =10.00 12
4-10-14 -11
12-5-6
19-10-12
26-11-10
4-10-14 1-0-1
6-5-14
7-5-6
7-0-14
Plate Offsets (X,Y)--[2:0-3-8,0-2-8], [3:0-3-0,0-1-0],
[4:0-3-4,0-2=0], [5:0-2-0,0-2-4], [7:0-4-0,0-1-8], [8:0-2-8,0-1-0],
[13:0-3-0,0-3-0],
[14:0-2-6,0-2-8],
16:0-3-0,0-1-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0 I
, Plate Grip DOL 1.33
I TC 0.95
Vert(LL)
0.36 12-13
>878
240
MT20 244/190
TCDL 15.0 I
Lumber DOL 1.33
BC 0.83 I
Vert(CT)
-0.34 12-13
>954
180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.96
Horz(CT)
-0.15 9
n/a
n/a
`
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH i
I Weight: 177 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP 225OF 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 3-0-4 oc bracing.
i WEBS
1 Row at midpt
1-14, 3-12, 7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
16 =
1487/Mechanical
9 =
1472/Mechanical
Max Horz
16 =
251(LC 10)
Max Uplift
16 =
-1399(LC 10)
9 =
-1474(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-1 6=-1 436/1413, 1-17=-2224/2064,'
17-18=-2224/2064, 2-18=-2224/2064,
2-3=-3659/3575, 3-19=-2235/2138,
TOP CHORD
1-16=-1436/1413, 1-17=-2224/2064I
17-18=-2224/2064, 2-18=-2224/2064,
2-3=-3659/3575,3-19=-2235/2138,
4-19=-2099/215114-20=-1882/2103,
5-20=-1882/2103, 5-6= 1359/1550,
6-7=-1169/1451, 7-8=-172/308,
8-9=-286/500
BOT CHORD
14-16=-305/238, 12-13=-3528/3298,
11-12=-1664/1674,
10-11=-1664/1674,
10-21=-1003/1074,
21-22=-1003/1074, 9-22=-1003/1074,
13-14=-3234/3123
WEBS
1-1 4=-2302/2485, 2-14=-3125/3227,
2-13=-1907/1694, 3-12=-1497/1750,
4-12=-277/435, 5-12=-301/355,
5-1 0=-1 247/1465, 6-10=-768/609,
7-10=-487/836, 7-9= 1520/1398,
3-13=-422/638
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=27ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12 to 3-1-12
, Interior(1) 3-1-12 to 9-5-13, Exterior(2) 9-5-13
to 15-5-13, Interior(1) 15-5-13 to 17-6-15,
Exterior(2) 17-6-15 to 26-9-14 zone;C-C for
members and forces & MW FRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1399 lb uplift at joint 16 and 1474 lb uplift at joint
9.
LOAD CASE(S)
Standard
d-AR lkVAMs Vft N.V¢ MO% M �-- O'tV ca 0%1%nna e2=O-- Me% .400.2n . J=An 4 MW YA A%I= PAIARM =I 224AA
Job
ft
33918-1 A I S12 SPECIAL TR
A0235538
t
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021. MiTek Industries, Inc. Wed Jul 21 13:20:47 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd-WZeik7zt_ARfgHD?OOKRtgl p3e_FwtF09?Qdb9yvrQ
11-4-141 3 10-0 i 5 11-86r1O J4 10 5 6 15-6-15 1 20-4-14 , 26-11-10
r414 252 218 0116 368 519 4915 6-6-12
4x6 =
7
i
Scale = 1:50.2
I
i
6.00 r
2x4
cc
16 iq 15. 3x8 = 4x4 = 3x8 =
5x6 =
46 11 4x8
5.31 12
3-10-0 , 5-11-8 , 10-5-6
20-4-14
9-11-8
26-11-10
6-6-12
I 10
LOADING (psf)
SPACING-
2-0-0
1 CSI.
DEFL.
in (loc)
I/defl
L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.80
Vert(LL)
0.28 12
>999
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.93
Vert(CT)
-0.50 10-12
>642
180 'I
BCLL 0.0
Rep Stress Incr
YES
WB 0.70
Horz(CT)
-0.12 9
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 171 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T6: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W13: 2x4 SP No.2
BRACING-
ITOPCHORD
i Structural wood sheathing directly applied or 3-0-12
oc purlins, . except end verticals.
I BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
6-10, 8-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
16 = 1502/Mechanical
9 = 1475/Mechanical
Max Horz
16 = 233(LC 9)
Max Uplift
16 1396(LC 10)
j 9 =-1468(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
'TOPCHORD
2-3=-1366/1324, 3-17=-2616/2569,
4-17— 2616/2569, 4-18=-2533/2426,
5-18=-2472/2439, 5-19=-2221/2307,
TOP CHORD
2-3=-1366/1324, 3-17=-2616/2569,
4-17=-2616/2569,4-18=-2533/2426,
5-18=-2472/2439, 5-19= 2221/2307,
6-19=-2221/2307, 6-20=-1333/1388,
7-20=-1242/1401, 7-21= 1233/1356,
21-22=-1244/1341, 8-22=-1371'/1341,
8-9=-1427/1483
BOT CHORD
14-16=-678/.509,12-13=-3011/2931,
11-12=-2261 /2214,
10-11 =-2261/2214,
13-14=-1598/1512
WEBS
2-14= 1369/1526, 3-14=-1784/1857,
3-13=-1957/1964, 4-13=-910/923,
4-12=-879/997, 5-12=-547/683,
6-10= 1481/1698, 7-10=-523/642,
2-16=-1494/1392, 8-10=-1062/1217'
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=27ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12 to 4-4-14
Interior(1) 4-4-14 to 7-5-13, Exterior(2) 7-5-13
to 13-5-13, Interior(1) 13-5-13 to 17-4-14,
Exterior(2) 17-4-14 to 23-4-14, Interior(1)
23-4-14 to 23-9-14, Exterior(2) 23-9-14 to
26-9-14 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1396 lb uplift at joint 16 and 1468 lb uplift at joint
9.
LOAD CASE(S)
Standard
SALVADOR JURADO POF ,...,E D , RMW 74 AVE. MIAMI
a
I..,,., i ,,..�� i ,,,......,,.,. ..•, I' ', i A0235539
133910A S13 SPECIAL TR 1 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:48 2021 Page
ID:r5zrCn6j3logN9UDY90MGtzVIFd-_IC4xT_VIUZWIRoCy5rgQtazkl NpfKi9Of9A8byvrQ
2-9-2 5-11-8 8-3-2 �-1-2 14-2-11 1,5-6-1( 19-6-14 21-4-11, 26-11-10 ,
r 2-9-2 3-2-6 2-3-10011010 5-1-9 "1 -4-3 4-0-0 1-9-13 5-6-15
4x8
6.0
7 9F
Scale = 1:51
3x5 =
8
2 TA
6
cc
19
ao
3x4 -5�-
23
4
1
21 22
5
kA 11
Co
B
16
3
5x6
14 =
15
6
10
26 3x5
io
I�
II
19 3x4 =
4x10 12 .04 1X
4x8
20 18
—12
=7.78
3x5 II 4X8 y 5x6 =
�
3.52 12
I
2-9-2 , 5-11-8 , 8-3-2 R-1-2 14-2-11
115-6-1 ft 19-6-14 21-4-11;
26-11-10
2-9-2 3-2-6 2-3-100-1010 5-1-9
1-4-3 4-0-0
1-9-13
5-6-15
Plate Offsets (X,Y)--
[2:0-3-8,0-2-0], [3:0-3-0,0-2-8], [4:0-3-8,0-2-0], [7:0-4-8,0-1-12], [9:0-3-0,0-1-8], [10:0-2-12,0-0-12], [11:0-3-0,0-3-4],
[13:0-3-0,0-2-12],
1 4:0-3-1,0-2-0 , 18:0-3-4,0-1-4 , 20:0-3-0,0-1-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl
i
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
I TC 0.87
Vert(LL) 0.41 15 >776
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.72
Vert(CT) -0.35 15 >921
180
BCLL 0.0
Rep Stress Incr YES
WB 0.69
Horz(CT) -0.21 9 n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 202lb
FT = 01Y6
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T5: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-2
cc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 3-3-14 oc bracing.
WEBS
1 Row at midpt
8-9, 6-11, 7-11, 7-10, 8-10
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
i REACTIONS. (lb/size)
9 =
1522/Mechanical
20 =
1542/Mechanical
Max Horz
20 =
682(LC 10)
Max Uplift
9 =
-1558(LC 10)
20 =
-1262(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1069/866, 2-21=-2086/1961,
21-22=-2086/1961, 3-22= 2086/1961,
3-4=-2826/2571,4-23=-2806/2387,
TOP CHORD
1 -2=- 1069/866, 2-21=-2086/1961,
21-22=-2086/1961, 3-22=-2086/1961,
3-4=-2826/2571,4-23=-2806/2387,
5-23=-2806/2387,5-6=-3374/2980,
6-24=-1787/1510, 7-24=-1669/1523,
7-25=-937/965, 8-25= 937/965,
8-9=-1476/1580,1-20=-1543/1257
BOT CHORD
18-20=-695/262,16-17= 2984/2689I
14-16=-2791/2523,
11-13=-3094/2974,
17-18=-1446/1039,
13-14=-3502/3459,
10-11 =-1 099/1068
WEBS
2-18=-1148/1265, 2-17=-1573/1681,
3-17=-1043/884, 3-16=-638/762,
4-16=-687/702, 4-14=-69/351,
5-14=-2001/2000, 5-13=-510/381,
6-11 =-1 975/2093, 7-11=-1938/1929,
7-10=-1611/1847, 8-10= 1602/1554,
1-1 8=-1 024/1355, 6-13=-1433/1631
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=27ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS I
(directional) and C-C Exterior(2) 0-1-12 to 5-9-9, 1
Interior(1) 5-9-9 to 8-3-2, Exterior(2) 8-3-2 to ;
12-1-9, Interior(1) 12-1-9 to 18-5-1, Exterior(2)
18-5-1 to 26-9-14 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1558 lb uplift at joint 9 and 1262 lb uplift at joint
20.
LOAD CASE(S)
Standard
ffi a 2 @lA—or ...—m—ma M — @®.APm — OA tAA Rb Fs M9 —S R1 .A¢1^h+ �MA^A Aa CRa -7A A%#= AAaARRR =0 'S'7AtLC
.1
33918-1 A
'Truss l russ type city my
A0235540�
S14 SPECIAL TR 1 1 ,
I � Job Reference (optional) ,
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:50 2021 Page 1 i
I D:r5zrCn6j3iogN9U DY90MGtzVI Fd-w8KrM90mH5pEXlya3 Wu8VIflkr3j79bSrzeHCUyvrOB.
2-1-6 , 5-11-8 , 12-8-15 16-6-15 20-4-15 26-11-10
2-1-6 3-10-2 6-9-7 3-10-0 3-10-0 6-6-11
4x6 — Scale = 1:49.9;
6
6.00
3x4
15 13 i4 4x8 = 3x4 = 3x8 =
3x5 II 4x8 ; 5x6 =
2.96 12
2-1-6
5-11-8
12-8-15
117-8-0
20-4-15
26-11-10
2-1-6
3-10-2
6-9-7
6-6-11
Plate Offsets (X Y)--[2:0-5-8,0-2-01,[4:0-3-0,0-2-81,[5:0-1-8,0-0-81,[7.0-3-4,0-1-41,[8:0-3-0,0-1-8],[11:0-4-0,0-1-12],[13:0-3-4,0-1-4],[15:0-3-0,0-1 8]
LOADING (psf)
SPACING- 2-0-0
CSI. i
DEFL.
in (loc)
I/deft
Ud
I PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.90
Vert(LL)
0.42 11
>755
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.69
Vert(CT)
-0.49 14
>650
180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.99
Horz(CT)
-0.12 8
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH I
Weight: 170 lb FT = 0%
iLUMBER-
TOP CHORD 2x4 SP No.2 *Except*
T2,T4: 2x4 SP 2250F 1.9E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W11: 2x4 SP No.2
BRACING-
TOP CHORD
Structural wood, sheathing directly applied or 2-8-15
oc purlins, except end verticals.
I BOT CHORD
Rigid ceiling directly applied or 3-6-7 oc bracing.
WEBS
1 Row at midpt
1 5-11, 7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
'I Installation Guide.
REACTIONS. (lb/size)
15 = 1530/Mechanical
18 = 1478/Mechanical
I Max Horz
115 = 233(LC 9)
Max Uplift
15 = 1382(LC 10)
8 =-1466(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-919/805, 2-16=-2461 /2438,
16-17=-2461/2438,3-17=-2461,/2438,
3-4=-3419/3300, 4-5=-4011 /3953,
TOP CHORD
1-2=-919/805, 2-16=-2461/2438,
16-17=-2461/2438,3-17=-2461/2438,
3-4=-3419/3300, 4-5=-4011/3953,
5-18=-1311/1421, 6-18=-1172/1437,
6-19=-1229/1357, 19-20= 1239/1342,
7-20=-1367/1342, 1-15=-1561/1356,
7-8=-1424/1488
BOT CHORD
11-12=-2572/2510,
10-11 =-1 952/1949, 9-10= 1952/1949,
12-13=-841 /780
WEBS
2-13=-1100/1187, 2-12=-2145/2162,
3-11=-884/996, 4-11=-2183/2324,
5-11 =-2425/2482, 5-9=- 1353/1535,
6-9=-613/700, 1-13=-1078/1319,
7-9= 1061/1208, 3-12=-1001/1134
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3)second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=27ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12 to 5-1-6,
Interior(1) 5-1-6 to 17-4-15, Exterior(2) 17-4-15
to 23-4-15, Interior(1) 23-4-15 to 23-9-14,
Exterior(2) 23-9-14 to 26-9-14 zone;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf j
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
7) Refer to girder(s) for truss to truss
connections.
8) Provide mechanical connection (by others) of j
truss to bearing plate capable of withstanding
1382 lb uplift at joint 15 and 1466 lb uplift at joint
8.
LOAD CASE(S)
Standard
E
i
33918-1 A S15 SPECIAL TR i 1 1 A0235541
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:51 2021 Page 1
I D:r5zrCn6j3logN9 UDY90MGtzVIFd-OKuDZV002Px59vWndDPN2WCT8FLIscDb4dOgkwyvr0,
2-11-12 , 5-11-8 10-8-15 15-6-15 20-4-15 26-11-10
' 2-11-12 2-1 11 2 4-9-7 4-10-0 4-10-0 6-6-11
4x6 = Scale = 1:50.
- -- 6
0
N
I ICV)
15 13 14 4x6 = 4x4 = 3x8 =
3x5 I 6x8 MT20HS
4x8
3.71 12
L2-11-12 5-11-8 10-8715 20-4-15 26-11-10
2-11-12 211 12 4-9-7 9-8-0 6-6-11
Plate Offsets (X,Y)-- [1:0-1 -12,0-1-8], [2:0-2-12,0-2-0],[4:0-5-4,0-3-0],[5:0-3-0,0-1-8],[7:0-3-4,0-1-4],[8:0-3-0,0-1-8],[11:0-3-0,0-1-12],(12:0-2-1 2,0-3-0],
13:0-2-4,0-1-4 , 15:0-3-0,0-1-8
LOADING (psf)
` SPACING- 2-0-0
CSI.
I DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL - 30.0
Plate Grip DOL .1.33
TC 0.92
Ve t(LL) 0.71 9-11 >453 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.96
Vert(CT) -0.70 9-11 >459 180
MT20HS 187/143
BCLL 0.0 *
Rep Stress Incr YES
WB 0.96
Horz(CT) -0.16 8 n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 161 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP 2250F 1.9E *Except*
T1: 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B3: 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.3 *Except*
W6,W10: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
5-11, 5-9, 7-9
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
15 = 1517/Mechanical
8 = 1477/Mechanical
Max Horz
15 = 233(LC 9)
Max Uplift
15 =-1389(LC 10)
8 =-1467(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-15=-1508/1382, 1-2=-1 353/1201,
TOP CHORD
1-1.5=-1508/1382, 1-2=-1353/1201,
2-16=-3607/3426,3-16=-3607/3426,
3-4=-3637/3465,4-5=-5821/5543,
5-17=-1351/1403, 6-17� 1176/1423,
6-18=-1238/1359, 18-19= 1249/1344,
7-19=-1376/1343, 7-8= 1433/1487
BOT CHORD
11 - 1 2=-4844/498 1,
10-11=-2307/2250, 9-10=-2307/2250,
12-13=-1486/1435
WEBS
1-13=-1701/1923, 2-13=-1701/1766,
2-12=-2651/2686, 4-12=-1449/1264,
4-11=-2390/2487, 5-11=-3610/3857,
5-9=-1521/1753, 6-9=-573/680,
7-9=-1066/1223, 3-12=-403/526
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=27ft; eave=4ft;
Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12to
2-11-12, Interior(1) 2-11-12to 17-4-15,
Exterior(2) 17-4-15 to 23-4-15, Interior(1)
23-4-15 to 23-9-14, Exterior(2) 23-9-14 to
26-9-14 zone;C-C for members and forces &
MW FRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
7) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
8) Refer to girder(s) for truss to truss
connections.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1389 lb uplift at joint 15 and 1467 lb uplift at joint
8.
LOAD CASE(S)
Standard
a
Job Truss Truss Type Uty my 1 �_
i I A0235542I
j33918-1A S16 SPECIALTR 1 1
_ I.Inh Roforanrta tnntinnnh
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:53
ID:r5zrCn6j3logN9UDY90MGtzVIFd-LjOz_B2ea0CpOCg91eRr7xHob21 Ck
2-11-12 1 5-11-8 1 8-8-15 12-0-0 15-7-2 20-4-15 26-11-10
2-11-12 2-11-12 2-9-7 3-3-1 3-7-2 4-9-13 6-6-11
6x8 MT20HS=
3x5 = 8x10 = 3x4 =
1 2 3
I�114
8x14 MT20HS=
17 16 15
3x5 II 3x10 = 2x4 11
2-11-12 5-11-8
2-11-12 2-11-12
Plate Offsets (X,Y)--
[1:0-1-12,0-1-8], [2:0-3-8,Edge],
[1 7:0-3-0,0-1-8]
'LOADING (psf)
I
i SPACING- 2-0-0
TCLL 30.0
Plate Grip DOL 1.33
TCDL 15.0
Lumber DOL 1.33 1
BCLL 0.0 *
Rep Stress Incr YES
BCDL 10.0
j Code FRC2017[TP12014
LUMBER -
TOP CHORD 2x4 SP 225OF 1.9E *Except*
I T2: 2x4 SP No.2
BOT CHORD 2x4 SP 2250F 1.9E *Except*
61,134: 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W3,W6,W12: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-4-12
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
WEBS
1 Row at midpt
4-13, 7-11, 9-11, 7-13
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
j Installation guide.
12-0-0
4x6 =
6.00 F12 8
I
4x6
6x8 MT20HS W13% i9
7
2x4 II 6.
5 - i W9 W n
13 12 11
12x14 II 4x4 = 3x8 =
15-7-2 1 20-4-15
3-7-2 4-9-13
-8], [4:0-4-0,Edge], [6:0-4-0,Edge],
CSI.
DEFL.
in (loc)
TC 0.99
Vert(LL)
1.1813-14
BC 0.90
Vert(CT)
-1.0013-14
WB 0.96
Horz(CT)
-0.30 10
Matrix-MSH
TOPCHORD
1-1 7=-1424/1394,1-2=-1975/1882,
2-18=-6160/6136, 3-18=-6160/6.136,
3-4= 6950/6919, 4-5=-4260/4074,
5-6= 4293/4309, 6-7=-4162/4323,
7-19=-1327/1419, 8-19=-1233/1432,
8-20=-1222/1379, 20-21=-1233/1364,
9-21=-1359/1364, 9-10= 1415/1506
BOT CHORD
16-17=-364/256, 15-16= 703/674,
3-14=-193/303, 13-14=-9173/8933,
12-13=-2311 /2210,
11-12=-2311/2210
WEBS
1-16=-2241/2350, 2-16=-1766/1880,
14-16=-1604/1380, 2-14=-4478/4404,
4-14=-2080/2013,4-13=-5331/5467,
5-13=-364/567, 7-11=-1490/1738,
8-11=-562/648, 9-11= 1089/1205,
7-13=-2504/2503
REACTIONS. (lb/size)
17 = 1467/Mechanical NOTES
-
17 10 = 1467/Mechanical 1) Unbalanced roof live loads have been
1 Max Horz
considered for this design.
17 = 334(LC 10)
Max Uplift
17 =-1402(LC 10)
:10 =-1483(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
' TOP CHORD
1-17=-1424/1394, 1-2=-1975/1882,
Scale = 1:52.
20
21
4x6 =
9
W11
2
0
ION
3x5 11 q N
26-11-10
6-6-11
,[9:0-3-4,0-1-41
I/defl
Ud
i PLATES GRIP
>271
240
MT20 244/190
>321
180
MT20HS 187/143
n/a
n/a
Weight: 159 lb FT = 0%
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; j
BCDL=5.Opsf; h=45ft; B=45ft; L=27ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12 to
2=11-12, Interior(1) 2-11-12to 17-4-15,
Exterior(2) 17-4-15 to 23-4-15, Interior(1)
23-4-15 to 23-9-14, Exterior(2) 23-9-14 to
26-9-14 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
,6) This truss has been designed for a 10.0 psf j
bottom chord live load nonconcurrent with any 1
other live loads.
7) * This truss has been designed for a live load 1
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
8) Refer to girder(s) for truss to truss 1
connections.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
1402 lb uplift at joint 17 and 1483 lb uplift at joint
10.
I
LOAD CASE(S)
Standard
Job
Truss
Truss Type Qty Ply
A0235543
33918-1A
S17
SPECIALTR 2 1
1 Job Reference (optional) l
Run:
8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021
MiTek Industries, Inc. Wed Jul 21 13:20:54 2021 Page 1
I D:r5zrCn6j3log N9UDY90MGtzV1 Fd-pvZLCW3GLKKfOM FMI My4f8LmSPN32M2mbcVLFyvrQ7
1-8-0, 4-6-10 , 9-8-0
16-2-0 22-8-0
27-9-6 30-6-0 ,32-4-0
r1-8-0 2-10-10 5-1-6
6-6-0 6-6-0
5-1-6 2-8-10 1-10-0
Scale = 1:55.4
4x6 =
II
5
6.00 12
25 26
3x4
i
\\
4x6
4
2.00 12
i
6
j 4x4 =
5 5
4x4 =
3x6 II 3
24
7 3x8 II
27
1 2 W3
8
9
Lj
17 16
15 14 13
12 11 10
i 3x9$0(0-1-8) 2x4 II 4x4 = 3x6 = 3x8 =
4x6 II 2x4 I 3x4 =
0-8-0(0-2-9) 1-0-0(0-1-8)
11-8-0 , 4-6-10 , 9-8-0
, 16-2-0 , 22-8-0
, 27-9-6 30-6-0 132-4-0,
� 1-8-0 2-10-10 5-1-6
6-6-0 6-6-0
5-1-6 2-8-10 1-10-0'
Plate Offsets (X,Y)--[2:0-1-6,1-6-10],[4:0-2-8,0-1-0],[6:0-3-0,0-2-8], 7:0-2-0,0-2-4 , 8:0-1-4,1-8-14 , 12:0-3-0,0-1-8
LOADING, (psf) SPACING- 2-0-0
CSI. DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33
TC 0.90 1 Vert(LL) 0.40 15-16 >635 240
MT20 244/190
' TCDL 15.0 Lumber DOL 1.33
BC 0.77 Vert(CT) -0.37 15-16 >685 180
BCLL 0.0 Rep Stress Incr YES
WB 0.68 Horz(CT) 0.02 12 n/a n/a
BCDL 10.0 Code FRC2017/TP12014
Matrix-MSH
Weight: 159 lb FT = 0%
ILUMBER-
i TOP CHORD 2x4 SP No.2 *Except*
2) Wind: ASCE 7-10; Vult=175mph (3-second
T2: 2x4 SP 2250F 1.9E
TOP CHORD
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
1 BOT CHORD 2x4 SP No.2 *Except*
1-2=-1869/1566, 2-24=-1940/1663,
BCDL=5.Opsf; h=45ft; B=45ft; L=32ft; eave=4ft;
B1: 2x4 SP 2250F 1.9E
3-24= 1901/1667, 3-4= 1570/1407,
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
WEBS 2x4 SP No.3
4-25=-630/606, 5-25=-579/620,
(directional) and C-C Exterior(2) -070-6 to 3-2-7,
BRACING-
5-26=-578/620, 6-26=-629/606,
Interior(1) 3-2-7 to 12-11-3, Exterior(2) 12-11-3
TOP CHORD
6-7=-1363/1110, 7-27=-287/484,
to 19-4-13, Interior(1) 19-4-13 to 29-1-9,
Structural wood sheathing directly applied or 2-2-0
8-27=-291/472, 8-9=-366/475
Exterior(2) 29 1-9 to 32 4 6 zone; cantilever left
purlins.
BOT CHORD
and right exposed ; porch right exposed;C-C for
I •
B OT CHORD
l Rigid ceiling directly applied or 5-6-10 oc bracing.
1-17=-1549/1863, 16-17=-1549/1863,
15 16= 1619/19i8'
members and forces &MWFRS for reactions
WEBS
14-15=-1038/1368,
shown; Lumber DOL=1.60 plate grip DOL=1.60
1 Row at midpt
13-14=-1038/1368, 12-13=-881/1397,
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4-13, 6-13
11 -1 2=-486/439, 10-11=-464/364,
4) This truss has been designed for a 10.0 psf
MiTek recommends that Stabilizers and
9-10=-464/364
WEBS
bottom chord live load nonconcurrent with any
required cross bracing be installed during
other live loads.
truss erection, in accordance with Stabilizer
3-16=-362/462, 3-15=-579/591,
5) * This truss has been designed for a live load
_Installation guide.
4-15= 145/375, 4-13=-1071/1301,
of 20.Opsf on the bottom chord in all areas
5-13=-118/328, 6-13=-1421/1494,
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
REACTIONS. (lb/size)
112
6-12=-1965/2285, 7-12=-418/992,
between the bottom chord and any other
= 2168/0-8-0
7-11=-493/186, 2-17=-515/585,
8-10=-250/441
members.
17 = 1182/0 8 0
6) Provide mechanical connection (by others) of.
10 = 213/1-0-0
NOTES-
truss to bearing plate capable of withstanding
Max Horz
17 = -325( LC 8)
1) Unbalanced roof live loads have been
2600 lb uplift at joint 12, 1226 lb uplift at joint 17
567 lb
Max Uplift
lift
considered for this design.
and uplift at joint 10. +,
12 -2600(LC 10)
17 = 1226(LC 10)
LOAD CASE(S)
10 =-567(LC 7)
Standard
1 Max Grav
12 = 2168(LC 1)
�17 = 1182(LC 1)
10 = 328(LC 16)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
Job Truss Truss Type Qty Ply
A0235544
133918-1A S18 SPECIALTR 3 1 i
I I - !Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:55 2021
I D:r5zrCn6j3logN9 UDY90MGtzVI Fd-H57kPs4u6eSWd WgYs3TJCMM8Jsj5oVUB?Fry
1 8 0, 4-6 10 6 5-0 , 11-3-8 16-2-0 , 18 6 0 22-8 0 27-9-6 1 30 8-0 ,32-4-0,
�i-8-0 2-10-10 1-10-6 4 10-8 4-10-8 2-4-0 4-2 0 5-1-6 2-10-10 1 8 0�
Scale = 1:57.1
4x4 =
6
1E
-- 5x8 = 3x8 = 1b -
3xg-8-0(0-1-8) 5x6 = 4x8 = 0-8-050 2=2) 2x4 II 0-8-0(0-1-g)x4 =
2.41 12 2x4 II
18-6-0
'01 1 22-8-0 27-9-6 30-8-0 32-4-0
, [3:0-2-0,0-2-8], [5:0-2-0,0-1-12], [8:0-2-4,0-1-81, [10:0-0-6,1-6-10], [14:0-4-0,0-3-0], [17:0-5-8,0-2-0], (19:0-2-12,0-2-8],
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d PLATES GRIP
TCLL 30.0
j Plate Grip DOL
1.33
TC 0.97
Vert(LL)
0.56 21
>451
240 MT20 244/190
' TCDL 15.0
Lumber DOL
1.33
BC 0.87
Vert(CT)
-0.64 18-19
>394
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.69
Horz(CT)
0.05 14
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 179 lb FT = 0%
LUMBER-
; TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B1,132: 2x4 SP 2250F 1.9E
WEBS 2x4 SP No.3
BRACING-
' TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt 5-19
1 MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
14 = 2322/0-8-0
22 = 1181/0-8-0
12 = 112/0-8-0
Max Horz
22 =-325(LC 8)
Max Uplift
114 =-2708(LC 10)
22 =-1178(LC 10)
12 =-530(LC 7)
Max Grav
.14 = 2322(LC 1)
22 = 1181(LC 1)
12 = 262(LC 16)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1794/1379, 2-29=-1870/1483,
3-29=-1832/1487, 3-4=-2732/2220,
4-5=-2864/2566,5-30=-589/530,
6-30=-550/550, 6-7=-590/612,
7-31=-257/168, 8-31=-300/151,
8-9=-1544/1390, 9-32=-386/690,
10-32=-390/677, 10-11=-433/674
BOT CHORD
1-22= 1368/1791, 20-22=-1368/1791,
18-19=-720/1119, 17-18=0/473,
13-14=-693/490, 12-13=-664/442,
11 -1 2=-664/442, 19-20=-1574/2055
WEBS
3-20=-966/850, 5-19=-1547/1750,
5-18=-900/1177, 7-18=-567/706,
8-17=-1394/1543, 8-14=-1999/2180,
9-14=-516/1129, 9-13=-511/232,
4-19=-397/611, 3-19=-388/532,
2-22=-549/627, 10-12=-220/392,
7-17=-1038/1026, 14-17=-1110/1519
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=32ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) -0-0-6 to 3-2-7,
Interior(1) 3-2-7 to 12-11-3, Exterior(2) 12-11-3
to 19-4-13, Interior(1) 19-4-13to 29-1-9,
Exterior(2) 29-1-9 to 32-4-6 zone; cantilever left
and right exposed ; porch right exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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
2708 lb uplift at joint 14, 1178 lb uplift at joint 22
and 530 lb uplift at joint 12.
i
LOAD CASE(S)
Standard
�Z! u; t a .l° . 1s° JURADO IP.E STATEOF FLORIDA
REG NO. 199396401
NW 74 AVE. ` EMIA , £,,, q-
t I ! j A0235545
� 33918-1 A T1 CB TR 11 1
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:56 2021 Page 1
I D:r5zrCn6i3iogN9U DY90MGtzVIFd-IHh6dC4WtxaNFgPkQn_YIZvLOGA3X04KEv5bQ7yvrQ°
3-7-14 7-2-0 11-5-0 , 15-8-0
3-7-14 113-6-2 4-3-0 4-3-0 '
4x4 = Scale = 1:29.1
3
2x4
48 =
0-8-0(0-1-8)
0-8-0(0-1-8)
5
7-2-0
14-0-0
15-8-0
7-2-0
6-10-0
r 14-0 ' I
Plate Offsets X,Y --[2:0-2-0,0-0-12],[3:0-2-0,0-2-81,[4:0-2-8,0-1-0],[6:0-3-0,0-1-8],[7:0-4-0 0-1-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/dell
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.89 I
Vert(LL)
-0.06
7-8 >999
240
MT20 244/190
TCDL 15.0
I Lumber DOL 1.33
BC 0.44
Vert(CT)
-0.12
7-8 >999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.41
Horz(CT)
-0.01
6 n/a
n/a
i BCDL . 10.0
Code FRC2017/TP12014
Matrix-MSH
Weight: 80 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
j WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
i MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
i Installation guide. j
j REACTIONS. (lb/size)
16 = 1015/0-8-0
1 8 = 701 /0-8-0
Max Horz
8 =-223(LC 8)
Max Uplift
6 =-994(LC 10)
8 =-694(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-13=-671/752, 3-13=-608/767,
3-14=-605/708, 14-15= 716/694,
4-15=-739/680, 4-5= 377/101,
1-8=-195/291
BOT CHORD
7-8=-548/665, 6-7=-31/316,
5-6=-31 /316
WEBS
4-7=-545/542, 2-7=-211 /403,
WEBS
4-7=-545/542, 2-7=-211 /403,
4-6=-937/1308, 2-8=-715/745
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-1-12 to 3-1-12
, Interior(1) 3-1-12 to 4-2-0, Exterior(2) 4-2-0 to
10-2-0, Interior(1) 10-2-0 to 12-9-0, Exterior(2)
12-9-0 to 15-9-0 zone; cantilever right exposed
;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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
994 lb uplift at joint 6 and 694 lb uplift at joint 8.
LOAD CASE(S)
Standard
JOO I rL
33918-1 A �T2
COMMON TR
A0235546
.1.
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:57 2021 Page 1
I D:r5zrCn6j3logN9UDY90MGtzVI Fd-DUFUgY59dFi Etq_w_UWnHnSXLgRgGV_USZr9yayvrC
3-4-0 5-4-0 , 7-4-0 10-8-0 ,
3-4-0 2-0-0 12-0-0 3-4-0
44 =
4
36E8_b(0-1-8) 36f�- (0-1-8)
1-8-0 3-4-0 5-4-0 7-4-0 9-0-0 10-8-0
1-8-0 1-8-0 2-0-0 2-0-0 1-8-0 1-8-0
'LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.33
TCDL
15.0
Lumber DOL
1.33
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FRC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2_
BOT CHORD 2x4 SP No.2
WEBS 2x4SPNo.3
BRACING-
�TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 7-6-1 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
iREACTIONS. (lb/size)
12 — 595/0-8-0
8 = 595/0-8-0
Max Horz
12 =-152(LC 8)
Max Uplift
12 =-966(LC 10)
8 =-820(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1 2=-172/344, 2-3=-270/712,
j 3-4=-228/739, 4-5=-228/739,
5-6=-270/712, 6-7=-172/344
BOT CHORD
1 1-12= 318/175, 11-12=-318/170,
10-11=-318/170, 9-10= 318/170,
8-9=-318/170, 7-8=-318/170
WEBS
2-12= 338/806, 6-8=-338/806,
CS].
DEFL.
in
(loc)
TC 0.75
Vert(LL)
0.10
10
BC 0.72
Vert(CT)
0.09
10
WB 0.24 I
Horz(CT)
-0.00
8
Matrix-MSH f
WEBS
2-12=-338/806, 6-8=-338/806,
4-10=-324/53
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left and right exposed ; porch left exposed;C-C
for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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
966 lb uplift at joint 12 and 820 lb uplift at joint 8.
LOAD CASE(S)
Standard
I/defl Ud
>871 240
>975 180
n/a n/a
Scale = 1:20.1
PLATES GRIP
MT20 '244/190
Weight: 46 lb FT = 0%
33918-�A (T3
A0235547
COMMON TR
Job Reference (optional)
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:58 202
ID:r5zrCn6j3logN9UDY90MGtzVIFd-hgpsl u6nOZg5UzZ7XC10q_iG3ok?y2dhl
5-4-0 10-8-0
5-4-0 5-4-0
4x4 =
3
30-%-b(0-1-8) 30EB-b(0-1-8)
Scale = 1:20.1
1-8-0
5-4-0
9-0-0
10-8-0
1-8-0
3-8-0
3-8-0
1-8-0
Plate Offsets X Y - 6:0-3-0,0-1-8 , 8:0-3-0,0-1-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.74 1
Vert(LL)
0.10
7
>876
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.68 i
Vert(CT)
0.09
7
>983
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.25 I
Horz(CT)
-0.00
6
n/a
n/a
BCDL 10.0.
Code FRC2017/TP12014
Matrix-MSH
Weight: 41 lb FT = O%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 7-8-2 oc bracing.
i MiTek.recommends that Stabilizers and
required cross bracing be installed during
j truss erection, in accordance with Stabilizer
Installation guide.
i REACTIONS. (lb/size)
I8 =
595/0-8-0
6 =
Max Horz
595/0-8-0
8 =
152(LC 9)
Max Uplift
8 =
-966(LC 10)
6 =
-820(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
1-2=-173/335, 2-3=-284/728,
3-4=-284/728, 4-5=-159/335
BOT CHORD
1-8= 316/175, 7-8=-316/167,
6-7=-316/167, 5-6=-316/167
WEBS
2-8=-398/846, 4-6=-398/846,
3-7=-283/80
WEBS
2-8=-398/846, 4-6=-398/846,
3-7=-283/80
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=S.Opsf;
BCDL=S.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left and right exposed ; porch left exposed;C-C
for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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
966 lb uplift at joint 8 and 820 lb uplift at joint 6.
LOAD CASE(S)
Standard
aA0 %VA[®91iM 211MAM0% M � IWWA49-- hr ®4 0%M6V%A M&� M0% . MMIMan cAd%A MOSAN 7A All= SURAAY9 �2 -n�Ad`--
Job
Truss
Truss Type Oty Ply
-
A0235548
33918-1A
TSGE1
COMMON
TR 1 1
.•.
Job Reference (optional)
Run:
8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:20:59 2021 Page 1
ID:r5zrCn6j3logN9UDY90MGtzVIFd•9sNEFE7P9syy678J5vYFMCXtrT7lkPTnwsKG1 SyvrQ
3-4-0
5-4-0 7-4-0 10-8-0
3-4-0
2-0-0 2-0-0 3-4-0
Scale = 1:20.1I
44 =
4
I
6.00 12
2x4 II
2x4. 11
5
3
2x4 11
2x4 11
6
2
W3
i
W2 W2
1 W1
W1 7
o•
11
o'
10 9 0• 6
3x4 = ° 3x4 =
12 2x4 11 2x4 11 2x4 I I 8
30%-b(0-1-8)
1-8-0 3-4-0
5-4-0 7-4-0 19-0-0 1 10-8-0
1-8-0 1-8-0
2-0-0 2-0-0 1-8-0 1-8-0
Plate Offsets (X,Y)-- 8:0-3-0,0-1-8 , 1 2:0-3-0,0-1-8
LOADING (psf) SPACING- 2-0-0
CSI. DEFL. in (loc) I/deft Ud �PLATEESGRIIPTCLL
30.0 Plate Grip DOL 1.33
I TC 0.75 Vert(LL) 0.10 10 >871 240 244/190
TCDL 15.0 Lumber DOL 1.33
1 BC 0.72 Vert(CT) 0.09 10 >975 180
j BCLL 0.0 Rep Stress Incr YES
WB 0.24 Horz(CT) -0.00 8 n/a n/a
BCDL 10.0 Code FRC2017/TP12014
Matrix-MSH Weight: 46 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS
WEBS 2x4 SP No.3
2-12=-338/806, 6-8=-338/806, LOAD.CASE(S)
BRACING-
4-10=-324/53 Standard
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
NOTES-
oc purlins.
1) Unbalanced roof live loads have been
; BOT CHORD
considered for this design.
Rigid ceiling directly applied or 7-6-1 oc bracing.
2) Wind: ASCE 7-10; Vult=175mph (3-second
MiTek recommends that Stabilizers and
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
required cross bracing be installed during
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
truss erection, in accordance with Stabilizer i
Cat. II; Exp D; Encl., GCpi=0.18; MW FRS
Installation guide.
(directional) and C-C Exterjor(2) zone; cantilever
1-&. ,,,,,, . -k+ � , . , ,, 1 f+ oV ^Onrl•rr_r.
REACTIONS. (lb/size)
12 =
595/0-8-0
8 =
595/0-8-0
Max Horz
12 =
-152(LC 8)
Max Uplift
12 =
-966(LC 10)
8 =
-820(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
j TOP CHORD
1-2=-172/344, 2-3=-270/712,
3-4=-228/739, 4-5=-228/739,
j 5-6=-270/712, 6-7= 172/344
I BOT CHORD
1-12=-318/175, 11-12=-318/170,
10-11— 318/170, 9-10=-318/170,
8-9=-318/170, 7-8=-318/170
WEBS
2-12=-338/806, 6-8=-338/806,
for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind
(normal to the face), see Standard Industry
Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
7) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other
members.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
966 lb uplift at joint 12 and 820 lb uplift at joint 8.
SALVADOR JURADO P.E,STATE OF FLORIDA REG NO. 19939 - 6401 NW 74 "E. MIAMI FL.. 33166
a
Job Truss Truss Type Qty Ply
33918-i A I V6 VALLEY TR i 1
A0235549
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:21:00 2021 Page 1 i
ID:r5zrCn6j3logN9UDY90MGtzVIFd-e3xdSa71 wA4pkHiVfc3UvP497te_Tuyw8W3pZvyvrQ1l
2-11-8 5-11-0 1
' 9-11-R 9_1 1 _A
2x4
2x4 11
K
4
4x4 =
2x4
Scale = 1:11.2
I
2-11-8
5-11-0
2-11-8
2-11-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.26
Vert(LL)
n/a
n/a 999
MT20 244/190 1
TCDL 15.0
Lumber DOL
1.33
BC • 0.06
Vert(CT)
n/a -
n/a 999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.10
Horz(CT)
0.00 3
n/a n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-P
Weight: 18 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 = 133/5-10-0
3 = 133/5-10-0
4 = 246/5-10-0
Max Horz
1 = -66(LC 8)
Max Uplift
1 =-157(LC 10)
3 =-157(LC 10)
4 =-190(LC 10)
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=S.Opsf;
BCDL=S.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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
157 lb uplift at joint 1, 157 lb uplift at joint 3 and
190 lb uplift at joint 4.
7) Non Standard bearing condition. Review
required.
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less LOAD CASE(S)
except when shown. Standard
WEBS
2-4=-188/324
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
Job 'Truss Truss Type city i my
33918-1 A I V10 VALLEY TR 1 1
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 P
1 D:r5zrCn6j 31 og N9 U DY90'
4-11-8
4-11-8
44 =
2
A02355901
ce o tional)
ries, Inc. Wed Jul 21 13:21:01 2021 Page 1
J9gw8fhUCg LRHiDKajRdcHYHtTCKJ4NApM5LyvrOO
11-0 1
11-8
4
3x5 2x4 11 3x
'LOADING (psf) SPACING- 2-0-0
TCLL 30.0 Plate Grip DOL 1.33
TCDL 15.0 Lumber DOL 1.33
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FRC2017lTP12014
LUMBER-
; TOP CHORD 2x4 SP No.2
' BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
' BOT CHORD
! Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer
LInstallation guide.
REACTIONS. (lb/size)
, 1 = 215/9-10-0
3 =
216/9-10-0
� 4 =
521/9-10-0
Max Horz
1 =
-122(LC 8)
Max Uplift
1 =
-236(LC 10)
3 =
-236(LC 10)
• 4 =
-465(LC 10)
Max Grav
1 =
220(LC 15)
3 =
220(LC 16)
14 =
521(LC 1)
I �
FORCES. (lb)
I Max. Comp./Max. Ten. -
All forces 250 (lb) or less
i except when shown.
WEBS
2-4=-354/517
a
CSI.
DEFL.
in (loc)
I/defl
L/d I
TC 0.48 '
Vert(LL)
n/a
n/a
999
BC 0.42
Vert(CT)
n/a
n/a
999
WB 0.15 1
Horz(CT)
0.00 3
n/a
n/a
Matrix-SH
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; B=45ft; L=24ft; eave=4ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) zone; cantilever
left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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
236 lb uplift at joint 1, 236 lb uplift at joint 3 and
465 lb uplift at joint 4.
7) Non Standard bearing condition. Review
required.
LOAD CASE(S)
Standard
Scale = 1:18.0
PLATES GRIP
MT20 244/190
Weight: 32 lb FT = 0%
%AIMADOR JilsRADO >P-IP �'T ATE OF FILORIOA REG MO. 19939 - 6401 MW 74 "E. MIAMI FL. 33166
n
j Job ; Truss Truss Type Qty ; Ply
3391 FY*1 A V14 VALLEY TR ;1 1 A0235551
Job Reference ( ptional) i
Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Wed Jul 21 13:21:02 2021 Page 1 i
I D:r5zrCn6j3logN9 U DY90MGtzVIFd-aR2NtF9HSnKXzbsuml 5y_g9VyhGJxnBDcgYwdnyvrQ?
6-11-8 13-11-0
6-11-8 6-11-8
4x4 = Scale = 1:24.3,
3
3x4 9 8 7 6 3x4
2x4 11 3x4 = 2x4 11 .2x4 11
13-11-0
Plate Offsets (X,Y)-- J2:0-0-0,0-0-01
LOADING (psf)
SPACING-
I
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.31
; Vert(LL)
n/a
n/a
999 MT20 244/190
TCDL 15.0
Lumber DOL
1.33' ;
BC 0.19
Vert(CT)
n/a
n/a
999
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.18
Horz(CT)
0.00 5
n/a
n/a
BCDL 10.0
Code FRC2017/TP12014
Matrix-SH
Weight: 50 lb FT = 0%
(LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
1 BOT CHORD
i Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
I required cross bracing be installed during
truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-10-0.
(lb) - Max Horz
1=-178(LC 8)
Max Uplift
All uplift 100 lb or less at
joint(s) 7 except 1=-131(LC 10),
5=-131(LC 10), 6=-539(LC 10),
9=-539(LC 10)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5, 7 except 6=424(LC
16), 9=423(LC 15)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-131/277, 3-4=-131/277
WEBS
j 4-6=-342/595, 2-9=-342/595
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=175mph (3-second
gust) Vasd=136mph; HVHZ; TCDL=5.Opsf;
BCDL=5.Opsf; h=45ft; 8=45ft; L=24ft; eave=4ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS
(directional) and C-C Exterior(2) 0-7-9 to 3-7-9,
Interior(1) 3-7-9 to 3-11-8, Exterior(2) 3-11-8 to
9-11-0, Interior(1) 9-11-0 to 10-3-7, Exterior(2)
10-3-7 to 13-3-7 zone; cantilever left and right
exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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) 7 except at=lb) 1=131,
5=13116=539,9=539.
7) Non Standard bearing condition. Review
required.
LOAD CASE(S)
Standard