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HomeMy WebLinkAboutTRUSS PAPERWORKOUTHERN
TRUSS
:COMPANIES
Southern Truss
2590 N. Kings Hwy
Fort Pierce, FL 34951
(772) 464-4160 * Fax: (772) 318-0015
Job Number.
J1900929
Customer.
Ryan Homes
Name:
Oakland Lake
Address:
5238 Oakland Lake Circle �B r
City, ST, Zoo.
Fort Pierce, FL 34951
General Truss Engineering Criteria & Design Loads
—Bullding Code and Chapter.
FBC2017rrP12014
ComputerPmgmm Used.
MITek Version: 8.23 Oct 2
Gmvityt
Gravity:
37.0 psf ROOF TOTAL LOAD
N/A
N9nd
Building Authority:
160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise)
St. Lucie County
No.
Date
Tmss lD#
1
11/14/18
Al
2
11/14118
A2
3
11/14/18
A3
4
11/14/18
A4
5
11114/18
As
6
11/14/18
A6
7
11114/18
A7
8
11114/18
AB
9
11/14/18
ABG
10
11/14/18
131
11
11/14/18
B2
12
11114/18
B3
13
11/14118
B4G
14
11114/18
C1
151
11114/18 1
C2
161
11/14118 1
C3G
17
11/14/18
CJ6
18'
11/14/18
CJ7
19
11114/18
J1
20
11/14/18
J2
21
11114118
J3
22
11/14/18
J4
23
1V14/18
is
24
11/14/18
J8
_ 25
11114118
_ _ 17
26
1'U74N8
J is
27
11/14/18
MV2
This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and
sealing each individual sheet. An Index sheet of the truss designs is attached which is
numbered and with the indentification and date of each drawing.
Engineer of Truss Design Package FILE
�O PY
Brian M. Bleakly
FL Reg. Eng. No. 76051 Je,
2590 N. Kings Highway
Fort Pierce, FL 34951
No.
Data
Truss ID#
28
11114/18
MV4
29
1 11/14118
MV6
REVIEVVE® FOR
Cp®E CC)MPLiAMCE
ST. LU I COUNTY
L
Page 1 of
TYPICAL DETAIL @ CORNER - HIP
NOTE: NDS=National Design Specifictions
For Wood Construction.
-132.5# per Nail (D.O.LFactor-1.00)
rids toe nails only have 0.83• of
'lateral Resistance Value.
12
I . 9-9-5
CORNER JACK GIRDER
ALLOWABLE REACTION PER JOINT
® UP 10 265g — 2-16d NAILS RM'D.
I@) up TO 394$ — 3-15d NADs RFA'D.
Typical jack 45'
attachment
Bd
toe nail
TYPICAL CORNER LAYOUT 4 $-16
Typical Hip—jacle
attachment
CHORD
HANGERS
FASTENER
GIRDER
JACK
J1-J3 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — — —
Be
— — — — — ——
2-16d nails
----
J5 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — —
Be
— — — — —— —
2-16dnails
— — — ——
J7 TO HIP GIRDER
TC
— — — — — ——
3-16dnais
-
— — — —
Be
— — — — — — —
2-16d nails
— — — — —
HIP JACK GIRDER (CJ7) TO HIP
GIRDER
TC
— — — — — — —
3-16d nails
— — — — —
BC
------ —
2-16dnails
— — — ——
MDll►CUM GRADE OF LUMBER LOADING iPSF) SDL DIQZ: aas
L¢ 2+t4 SYP /2
B.C.
L Da17
2s4 SYP ?
WEBS 2e4 SYP No.3
20 100
G f
SDUTHERIU
TRUSS
Fort Pierce Division
2590 N. Kings Hi hwoy,
Fort
COMPANIES
Pierce, FL 34951
(80007-0509 (772)464=4160
—bd'✓/'"+_-__._
Fax(772)318-0016.
Bn"Sn M_ Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160
TYPICAL DETAIL (9CORNER - HIP
NOTE NDS=National Design Specifictions
for Wood Construction.
132.5# per Nail (D.6.1-Foctor=1.25)
nds toe nails only have 0.83 of
lateral Resistance Value.
r�-12
4) 4D
ALLOWABLE REACTION PER JOINT
® UP TO 265f - 2-16d NAILS REO'D.
Q UP TO 394f = 3-16d NAILS REO'D.
Typical jack 447
attachment
2-16d
nail O
TYPICAL CORNER LAYOur
3-1
non
Typical Hip jacW
attachment
CHORD
HANGERS
FASTEN ER -
GIRDER
JACK
J1--13 TO HIP JACK GIRDER
TC
- - - - - - -
2-16d nails
- - - - -
BC
- - - - - --
2-16dnails
-----
J5 TO HIP JACK GIRDER
TC
- - - - - - -
2-16d nails
- - - - -
BC
- - - - - --
2-16dnails
-----
TC
- - - - - --
3-16dnails
- ---
BC
- - - - - --
2-16dnails
-----
HIP JACK GIRDER (CJ5) TO HIP GIRDER
TC
- - - - - - -
3-16d nails
- - - - -
BC
- - - - - --
2-16dnais
----
TRUSS
COMPANIES
8MUM GRADE OF LUMBER ( LOADING (PSP7
T.C. 2a4 SYP A . I L D
B.C. - 2t4'SYP #2 TOP. 20
WEBS 2a4 SYP NO3 BM= 00 10
SPACWG 24' O.C.
Fort Pierce D�giviaysior
�90 Pierce Kings FL 349 S
(800)232-0509 (772)464-41 GO
Brian -
M_ Bleakly Struat Eng J76051 2590 N. Kings Highway, Ft Plerce, FL. 34951 777-484-4160
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4WIb "fiaw=S 3mA9 OL A:'11VA fi0M141`NW1N i»�
humum do am" Y4 v dour awn 24 m ca. G1
/6Y4 ao CI dAC w MGM.
Eja 11/0 ado NO NL� dB *aNO (.iCxC PaW'q�0';
a•n39 ° EI tj4dO 91 dM "C FOM
u36Wm 40 3me PLfLPll 4m
C
IHFL
FF
,.
v`
HF
m
d.r
W
5P
DFL
a
ti
i SPF
E
ci
3
" 4
SP
�
r;
OFL
�,•b 1 +� PIS � cl _`�' ra.:� � � � �'�� i �
S0UTHSAN
. TRUSS
c
• Fuu(7
MAX
.., • ' rove ww o�N cnnmu p 4/a40•
u ogoN auaauvU� �o"o'F'�u `�nM'
_ id�av�-o�'°a°ovmi�o�a�Ota• .
• •'�ju'ms
�'a1p11F800.
IENmN 9E A NINAINN up BOX of-wo
=._r;tr
'
.ti
r
m.
PSF
�rypicgal Ri 3g,'ba(ck LD(atail
MINIMUM OWE OF UIMBER
Top%Chun aa4 BYP /2 ar b^aar
Boq`: Chad 2x4 5V / or baUn
I tuba 2�4 0YP j1 or boaK
RVE" 10 m m arm fax now PWF9
mm hwlaw VBEI ms AT 4' Go Wa.
lap MIO;.mm WBa`Bn= MUST BE B1MOMEO SO IM ONE PM
IIDiu 7o eMoca 1s Swan DEMON FOR BEaWRED PWW 5WNQ-
70 am O Apnnm tE FOR 7w FOUAWOM wm calalm 9
jko-MPN Bum 36' MC1N Hai. ABLE ma Claam BUM.
ANYwrRRE ar RaOF. 1 AIL FROY a ai r
qr.
qhi m L Ir MrAR�RorR7Nolo PaP
1 .87Dtl, P9R r, NOOP
r�a�r : '.IXa•B puMaBAD
IWulNd AS BORIFApgEECM
cesIVRK4' Wtft
obi m /
WEB BRACING CHART
WEB LENGTH
' REQUIRW BRACING_
a' TO 719"
NO BRACING
7'B" To 10'
1N4 'r BRAC SAME ORAk.- SP ES AS WEB
MEMBER, OR l ITER AND Box I ENa(►� OF WEB
MEMBER. ATTACH WITH ad NAILS -AT 4 0/0.
10' 1'0 14'
2R4 'T° BRACE. SAME GRAD Ej SPECIES AS WEB
MEEMMBERR. ATwml BEITER AND a At {4"O0WEB
-If
I
R
B 1
*AITAUn rlwwlvmA% Oifn a auh,.(a wn rr......... ...... .. .-_ .- ---- -
W c1 r- r-k T r
r 50 E�iV Fort
m
.t r+ M 9 (a0O)Z
f
i;
JOINT
SPANS UP' TO
TYPE
30'
34'
35'
52'
A
20
2.50
2.50
3x5
B
4x5
5x5
0
1.5x3
1.5x4
41.5x4l.U4.
D
5x4
5x5
laa Maximun Loading
dad 55pat at 1.33 flaratlan Factor
zdlb- 50pof at 1.25 BuraUan Factor
47paf at 1.15 Duration Factor
SPACING AT 24' O.C.
SCAB -BRACE -DETAIL I ST - SCAB -BRACE
Note: lScairBracing to be used when contuwous
lateral bracing atmidp*d (orT=Brace) IS
Scab must omwfull length ofweb •tA S".
THIS DETAIL is NOTAPucABLE WHEN BFACING IS
RMLgRMArV&POINTS OR FBRA'CE ISrSPEgI MM,
APPLY 2>,_SCABTOONEFACEOL'WEBVJM
2 ROWS OF 10d-(,TX M131-) NAILS SPACED E'O.C.
SCAB mus-r BE THE SAME GRADE, SIZE AND
SPECIES (OR BEHER) AS THE WEB.
I
MAXIMUM WEB AXIAL FORCE =?500 beMAXIMUM WEB LENGTIi=•12'-0"'SCABBRACE2K4MNQPUMWEB•SIZE-
MINIMUM WEB GRADE OF 43
n
NaAs� � SeeBont)efatt
Srab-Brace
Web
Scab -Brace must be same species grade (or beilet) as web member.
..+.e.... .. tii t��.a+........yy-�...�....�:�wi"i•6.aTSV.i_•a::. '.--aci'+FN.C.".;f 4'L-'.'Rri-. �-ra.-�+.. a.J.. J.. .._. .. '}: ... �.. _ .....
L-BRACE DETAIL
Nailing Pattem .
L-Brace star
Nan Side .
INdSpacing .
1x4 orb
10d
SF-mm
2x4, 6, orB
16d
w C.C..
Mote: Nag along entire length of L43mce. ;
(On Two-Ply's Naa to Both B6es}-
WEB
L-BRACE
Naffs \ � SeeSen Dctell
� I..Brare
Web
Note: L-Bracing to be used when continuous
Blare! bradng is LnpragliwL L-brace
trmst cover Bn urwab Goal.
'
L-Brace must be same spedes grade (orbettelj as web member.-
L-Brace Ste;
for One-Pty buss
Specified ConrInuous
Rows ofl-ateral Bracing
Web Size
1
2
2x3 or2x4
1x4
2xB
1ys
2(
W
�»
—vw.wrsusmTnrn oxNOTAPLIOABLE
L-Brace She
foriWa•Ply Tnms
Specified Continnuous
Rows oft. maiBracing
P, 2 MM
222xB...
`nm=suasnnmoNNOTAPUCABLE
T BRACE / I -BRACE DETA&
Note: T-Bracing / I Bn�cu+g to be used when continuous lateral
TO ftrgrractit aL T Brice / 1 Brace must aver m of web
Noss: This dete0 NOT to be used to c�T-Brice / 1-3ace
webs to continuous lateral braced webs
NaMng Pattern
T-Brace size
WASH _
INaSpacing
U4orUS
10d
Er cc.
2x4 or 2x6 or 2 dl
16d
8' o.c.
Note: Nallalong enUm bogth-of•T-Bracel l-Brace•
(On Two-Plys Nall to Boon Pilot)
afternate position
WEB
NaUs SecftPeta0
T-Brace
Webalfernat�eposItlon
Natty
Web I -Brace
Na¢s
SPACW©
BraMVMD
for Oas-ey Taus
Sptadfied Coninuous
Rowsof lateral Bracing
Web size
1
2•
Wur 24
1x4 (y T-Brace
1x4 (') I Brace
2x6
US () T-Brace
W I -Brace
2x8
2x6 T-Brace
2x8 f-State
Brace Size
forTwo-Py Tnrss
Specified Continuous
Rows of Lateral Bracing
web Sim
1
2
2xEM
ar4T Brace
2x41 Brace
•
2x6 T-Brace
2x6 I Brace
2x8
W T-Brace
9, R LRm,
T-Brace/ Wkace mud be same specie; mud grade (or hatter) as web member.
(� NOTE If SP webs amused In ft Cuss,Ix4 or lxB SP bmees must be stress
rated boards'witir design values that are equal is (or belt* the Mw web
For SP firs Iumber�grades up to g2 whh 1)Lbracing mdmK use IND 45 forT-B
For SP buss lumbar grades up to 41 with 1)bradng matinK use IND 55 torT-Braceli Bmw
Job
Inuss
Inuss lybe
0aklandlal4 -W60
1452-A
At
COMMON
Illry 1MY
1 7
Job Reference o tlonal
Y
= 3/16 in
3X5 _ ' 15 14 13 12 11 10 `-" 3x5 =
3x10 M18SHS 11 3z4 = 4x6 = 3x4 = 314 = 416 = 3x4 = 3x10 M185HS II
1-14n n-9A
171 1a
9L11 4
32-n.1n
[Lnr,�Vzff.
I}
0
-0-
8-2-6 17-1
d-5
7.10-6
7-10-6
8.2-8
Plate Offsets MY)- I1:04.14,Edge1
[1:0-G 4 Edge],
[9:D-0-14 Edge]
I9:0-64 Ednel
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in (too)
Well
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.96
Vert(LL)
0.22 12-13
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.76
Vert(CT)
-0A212-13
>999
180
M18SHS
2441190
ACLL 0.0
Rep Stress Ina YES
WB
0.59
HOR(CT)
0.13 9
We
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix-
Weight:213lb
FT=10%
LUMBER -
TOP CHORD 2x4 SP No2 *Except*
T1: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
WEDGE
Left: 2x6 SP No.2, Right 2x6 SP No.2
REACTIONS. (size) 1=0-8-0 (min. o-1-8), 9=0-8-0 (min. 0-")
Max Horz1=159(LC 8)
Max Upllft1=-529(LC 8), 9= 529(LC 9)
Max Grav1=1529(LC 1), 9=1529(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing.
FORCES. Qb) - Max. CompJMax. Ten. - Al forces 250 Ob) or less except when shown.
TOP CHORD 1-2=325811114, 2-3=3083/1077, 3-0=2966/1095, 4-5=2377/865, 5-6=23771865,
6-7=2966/1095, 7-8=-3063/1077, 8-9=325811114
BOT CHORD 1-15=1097/2934, 14-15=81412449, 13-14=81412449, 12-13=45011809,
11-12-65412449, 10.11=654/2449, 9-10=93812934
WEBS 5.12=-329fJ74, 6-12=650/441, 6-10=215/564, 8-10=-297/297, 5-13=-3291774,
4-13=6501441, 4-15=215/564, 2-15=2971297
NOTES-
1) Unbalanced roof live loads have been considered for this desigrE
2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.opsh, h=15fk Cat. II; Exp C; End., GCp1=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This Was has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at]olnt(s) except Ql=1b)1=529,
9=529.
LOAD CASE(S) Standard
PE 7 051/XX
SOT `�zAr17=-6i
�///`�S pNAi'EP'
Job
mee
1russ lype
WW ely Ca nd Lexe-Lat 60
1452-A
A2
COMMON
2 1
Job Reference o tlonal
sWUMM i russ, rL YIeRe. M.. ;1 l
S00 12
316 = yX _
6x5 =
Dead Load Dee. = 114 in
fir= 17 1s 15 14 13 12 —3x5=
3x10 M185HS I I 3x4 = 416 = 3x4 = 3x4 = 4x6 = 3x4 = 3x10 M18SHS 11
1.OA n-7-6 17J 13 2i113 A2-pin
41. 42-M
8-2-5
7-ID-6
7-10.6
7.10-6
8-2-6
Blate_Unable (Y,Yj— 11:0-0.4,Edcel,
[1:0-0-14 Ednel,
[5:03-12 0-2-8L
[6:0-2-8 D-3-Ol,
[7:0-3-12 0-2-51
[11:0-0-14 Edgel. N 1:0-0-4 Edgel
LOADING(pst)
SPACING- 2.04)
CSI.
DEFL.
in (loc)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO
0.84
Vert(LL)
0.26 14-15
>999
240
MT20
244/190
TCDL 7.0
LumberDOL 1.25
BC
0.76
Vert(CT)
-0.5114-15
>968
180
M18SHS
2441190
BCLL 0.0
Rep Stress Incr YES
WB
0.52
Horz(CT)
0.13 11
We
n/a
BCDL 10.0
Code FBC2017frP[2014
Mabbc-S
Weighl:211 Ib
FT=10%
LUMBER -
TOP CHORD 2x4 SP M 31 *Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
WEDGE
Left 2x6 SP No.2, Right 2x6 SP No.2
REACTIONS. (sae) 1=0-8-0 (min. 0-1-8), 11=0-8-0 (min. g-1.8)
Max Horz1=148(LC 8)
Max Upliftl=-517(LC 6), 11=517(LC 9)
Max Gravl=1529(LC 1), 11=1529(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc puriins.
BOT CHORD Rigid ceiling directly applied or 7-6.12 oc bracing.
FORCES. (Ib) - Max. CompJMax Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 1-2=3267/1069, 23=-308B/1051, 3-0=3012H069,4-5=2368/826, 7.8=2368/827,
8-9=4012M069, 9-10=3088/1051, 10-11=3267/1090, 5-6=21331810, 6-7=21331810
BOT CHORD 1-17=106512945,16-17=76412428, 15-16=76412428,14.15=-02711826,
13.14=-61512428, 12-13=-615/2428, 11-12-917/2945
WEBS 6-14=-296f729, 8-14=-590/402, 8-12-2321585, 10-12=3181313, 6.15=2961729,
4-15=590/401, 4-17=231/585, 2-17=318/312
NOTES-
1) Unbalanced roof live loads have been considered for this desigd.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=151C Cat II; Exp C; End., GCpl=0.18:
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise Indicated.
5) This buss has been designed for a 10.0 psf bottom chord live load nonooncu ent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) except (jt=1b) 1=517,
11=517.
LOAD CASE(S) Standard
7 PE 7 051
M
o°F',c 0�9
Job
ms3
I msS I ype
Oakland Lake-I-Ot60
1452-A
A3
HIP 2 t
Job Reference (optional)
southern Trues, Ft Pierce, FL, 34951
5.00 12 6z5 =
Dead Load Defl. a 3116 in
3x5 = 3x4 = . 4x8 = 3x4 = 3x8 = 4x8 = 3x4 = 315 =
d-0 42-0
843 24440 3b7-13 408-0 440-0
8-0d I '70 I 7-b0 I 8-i-19 I 88d o 4rr�
040 1-0-0
Plate Offsets OLY)— t1:0310.0.2-81,
(6:9-54.0-2-81
112:D310,0.2-81
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in (too)
Ildefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.93
Vert(LL)
-020 16
>999
240
MT20 244/190
T,CDL 7.0
Lumber DOL 1.25
BC 0.42
Vert(CT)
.0.411'6-1B
>999
180
BCLL 0.0
Rep Stress Ina YES
WB 0.77
Hoa(CT)
0.13 12
We
nla
BCDL 10.0
Code FBC2017frP12014
MabbtS
WelghC 2271b FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 2-11-8. Right 2x6 SP No.2 2-11-8
REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 12=0-8-0 (min. D-1-8)
Max Horz1=133(LC 8)
Max UpIIM=500(LC 8), 12=-500(LC 9)
Max Grav1=1529(LC 1), 12=1529(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing.
WEBS 1 Row at midpt 6.15
FORCES. Qb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3256/1053, 23=3178/1065, 3-4=3036/951, 4-5=2937/960, SS=23551777,
6-7=21241`/55, 7-8=23561777, 8-9=29371960, 9-10---3036/951, 10-11=3178I1066,
11-12=3256/1053
BOT CHORD 1-18=1033/2933, 17-18=-80512618, 16-17=8D5/2618, 15-16=SO412124,
14-16=672I2618, 13-14=-67212618, 12-13=90012933
WEBS 3-18=237/256, 5-18=711428, 5.16=6431385, 6-16=1651556, 7-15=-117/557,
8-15=-643/385, 8.13=72/427, 10-13=237/256
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.OpsF, h=15tC Cat. II; Exp C; End., GCpi=0.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to preventwater ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding .100 lb uplift atjoint(s) except at=lb)1=500,
12=500.
LOAD CASE(S) Standard
job
NSS
I NSS iype Oeldand lake - Lot 60
1452-A
A4
HIP 2 1
Job Reference o tlonal
6.00 Ff2
54 =
3x4 = 5x5 =
Dead Load Dell. =114 in
3x5 = 1.Sx4 II 3x6 = 3x4 = 3x8 = 4x6 = 1.5x4 11 315 =
3x4 =
1-0-0 8-0-14 15-2-0 20-7-7 26.10-0 3311-2 41M 42-0-p
i-041 7-0-14 I 7-1-2 I 6-57 7-0.1a i-
-.Plate Offsets L&YI— 11:0310.0.3-01
V:0.2-8 0-z-71,
r11:0-3-10.0.3-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in One)
I/de8
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.78
Vert(LL)
024 15
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.83
Ven(CT)
-0.4417-18
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.26
Hoa(CT)
0.19 11
nla
n1a
BCDL 10.0
Code FBC2017/TPl2014
Matrix-
Weight 230 Ib FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No2 3.8-41 Right2x6 SP No.2 3-84
REACTIONS. (size) 1=0-8-0 (min. G-1-13), 11=0.8-0 (min. 0-1-13)
Mau Horzl-118(LC 9)
Max Upliftl=-480(LC 8), 11=-480(LC 9)
Max Grev1=1529(LC 1), 11=1529(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing.
WEBS 1 Row at midpt 3-17, 6-14, 9.14
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown.
TOP CHORD 1-2=3275/966, 2-3=31491983, 3-4=2591/846, 45=-25061869, 5.6=24371904,
6-7=-22791838, 7-8=25051867, 6.9=2591I844, 9-10=31491984, 10-11=3275/967
BOT CHORD 1-18=93312950, 17-18=93312950, 16-17=612/2291, 15-16=612(2291. 14-15=-68712448,
13.14=835M51.12-13=-83512951, 11-12-835M1
WEBS 3-18=01314, 3-17=7061420, 5-17=-1001462, 5-15=1071396, 6-14=4351137,
7-14=1321627, 9-14=707/422, 9.12=01311
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph)TCOL=4.2psF BCDL=5.Cpsi; h=15ft; Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift atjoint(s) except Qt=lb)1=480,
11=480.
LOAD CASE(S) Standard
0N M 8ji/j/ i
\CEN4,-
3(/ PE 79051
S ONAI
Job
I Ns9
nisi; we Ply Oagend Lake -Lot 60
1452-A
/Z
JQW I
HIP 2 1
Job Reference (optional)
.ern I Was. rL rwres, ri., 3 vat Hen:. B.m s Od 212018 Rint 8230 a Oti 212ma MRek lMaetnes, Inc Wee NUV 141ZAcCINI L 11:1 "3e l7
ID:EaPDUIwCWA016wSO7VTFd2:75cK.Fhl iympPsln?RnwrKy446JMwkkPgY=QVnCy
]-0.14 1B3-5540 27i 2 IWI4$rS7-0-14 I •
5x7 =
1.Sx4 II
5x7 =
Dead Load Deli. =1/41n
US = 1.Sx4 II 4x6 = US = 3x4 = 1.5x4 11 US =
3x4 = 4x6 =
1A-0 42-"
'1-0 7A14 138-0 21-00 ZBSO 31-11-2 4080 41ee
1-031 sa14 I ssz I 780 I Til I eaz I se-1a GUM
04-0 1.0.0
Slate Offsets CC.Y1- f1:0.3-10,0.3-01
14:0445-2-61.
f6:0-5-4 0-2-81 (9:0.3-10
0.3.01
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL
in (loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.96
Vert(LL)
0.29 13
>999
240
MT20 2441190
TCDL 7.0
LumberDOL 1.25
BC
0.79
Vert(CT)
•-0.5213-15
>957
180
BCLL 0.0
Rep Stress Ina YES
WB
0.56
Haz(CT)
0.19 9
We
We
BCDL 10.0
Code FBC2017rTP@014
Matrix-
WelghL• 223 Ib FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP N0.3
SLIDER Left 2x6 SP No.2 3.4-13, Right 2x6 SP No.2 3-0-13
REACTIONS. (size) 1=0-8-0 (min. 0-1-13), 9=0-8-0 (min. 0-1-13)
Max Hoa1=103(LC 9)
Max Upli1H=-472(LC 5), 9�472(LC 4)
Max Gravl=1529(LC 1), 9=1529(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-2-10 cc bracing.
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2--328111030, 2-3=316411045, 3d=2724/963, 4-5=-28BW1104, 55=285511104,
6-7=27241963, 7-6=3164/1046, 8-9--3281/1030
BOT CHORD 1-16=89712955, 1576=897/2955,14-16=72312461, 13-14=723/2461,12-13=71912461,
11-12=-719/2461, 10-11=894/2955, 9.10=894/2955
WEBS 3-16=0/269, 3.15=-563/351, 4-15=-79/443, 4-13=226/644, 5-13=-057/348,
6-13=-226/644,6-11=79/443,7-11-563/352,7-10=0/269
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=42psF, BCDL=5.DpsF, h=15% Cat. II; Fxic C; End., GCpl=0.18;
-MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water painting.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconaurent with any other live loads.
5) Provide mechanical cormealon (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=Ib)1=472,
9=472.
LOAD CASE(S) Standard
Job
Inuss
Muss ype
oaldend lake -Lot 60
1452A
AS
HIP
JUIY jV1Y
2 1
Job Reference, (optional)
Soulher, Truss. PL Pierce, FL., 34961
5x5 =
q nnri—,
3x4 = 316 = 3x4 = 5x5 =
Dead Load Dell. = 5/16 in
ro 'a w
Us = 1.6x4 II 3x8 = bxs = 314 = bz6 = 3x8 = 1.5x4 II 3x5 =
14-0 42-0
Vt• 80-id 11A-0 21I ae-1-041 30E0 3511-2 W4 W
11 saz I se-0 I aso I ssz oaa �
oag 14Y0
Plate Offsets (X Y)— rl:0310
0-3-01 rUt-1-14 Edgel
111:03.10
03-0)
it 1:1.4-3 Edge)
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
In (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.59
Vert(LL)
0.31 , 15
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
SC
0.45
Vert(CT)
-0.6613.15
>879
180
BCLL 0.0
Rep Stress Ina YES
WB
1.00
Horz(CT)
0.15 11
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Mabix•S
Weight: 2181b FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2z6 SP No.2 2-10-5, Right 2x6 SP No.2 2-10-5
REACTIONS. (size) 1=0-9-0 (min. 0-1.8), 11=0-8-0 (aim.0-13)
Max Horz1=88(LC 10)
Max Upliftl=-497(LC 5), 11=497(LC 4)
Max Gmv1=1529(LC 1), 11=1529(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-93 oc purlins.
BOT CHORD Rigid ceirmg directly applied or 7-4-7 oc bracing.
FORCES. Oki)- Max. CompJMax Ten. -All forces 250 Qb) or iess except when shown.
TOP'CHORD 1-2=-330 11099, 2-3= 3248/1113, 3-4=2886/1051, 45=2638/1010, 5-6=3280/1257,
6-7=-3280/1257, 7-8=2638/1010, 8-9=2888/1051, 9-10=3248/1113, 10.11 =�3301/1099
BOT CHORD 1-18=96512974, 17-18=965/2974, 16.17=1117/3216,15.16=1117/3216,
14-15=1115/3216, 13-14--1115/3216,12.13=-961/2974, 11-12=961/2974
WEBS 3-17=-4031292, 4-17=20W82, 5-17=840/361, 7-13=8401361, 8-13=208RU,
9.13=403/292
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opsf; h=1510 Cat II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other Eve loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b)1 =497,
11=497.
LOAD CASE(S) Standard
\�o\1111�1I IIl //,,I
\\`
IN 4t' 4XGEN,94 `I`I%i��
PEt7051
S
ORID
//�ss�� IAl 11�NG`\\\
Jul)mss
I rumyp0
y
0e WLexe-W60
1452-A
A7
HIP
2 1
Job Reference o Oonal
•••.•.•.�.••.�os. �..a•.o, «,�.o„ wa:aPOUtwC VzmawSO7vses�an mro6W,A9?usmas, ,na HCOMMT.MS c92Jey 8—
ID:EaPOUhvCWA016wS07vTFdY15cK-)ta4961d(A97C9KadLeMZUHcOkIMeTo2h9W92JeyJJ
17S299 9-7 S2
7{ 3I, W14 MI I 7-6 76
Dead Load Dell. = 6116 in
5X7 = 1.5x4 II Us = 3z4 = Sx7 =
5.0012 4 22 5 6 7 8
50 = 17 76 1s 14 13 12 Sx7 =
3x5 = 3x4 = bx6 = 3X8 = 3x4 = 4x8 = 3x4 = 3x5 =
144 42-0
1 eso n za 2 '7 32:0 4oao 4fA0
s 24 ] 7b9 I 7r i 7a-za
Vista Offsets(XY)-
[1:03.10,0.3-01,f4:0-5-4,0-2-81.[8:0.5-0,0-2-61
[11:0-3-10,0-3-0] [15:0-2-8,0-1-81
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in Qoc)
Udell
Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TO , 0.56
Vert(LL)
0.38 14-15
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.42
Vert(CT)
-0.64 14-15
>772
180
BOLL 0.0
Rep Stress Incr YES
WB 0.77
Hom(CT)
0.15 11
nla
We
BCDL 10.0
Code FBC2017frP12014
Matrix'
Weight:2121b Fr=10%
LUMBER -
TOP CHORD 2x4 SP NO2'Except•
T2,T3: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No2 2-3-8, Right 2x6 SP No2 2-3-8
REACTIONS. (size) 1=0-6-0 (min. 0-1-8), 11=0-8-0 (min. 0-1.8)
Max Herz1=-73(LC 9)
Max Upliftl=-523(LC 5), 11=523(LC 4)
Max Grevl=1529(LC 1), 11=1529(LC 1)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3.0-14 oc puriins.
BOT CHORD
Rigid ceiling directly applied or 66-11 oc bracing.
WEBS
1 Row at midpt 7-15
FORCES. (ib) - Max. Comp./Max- Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-327311204, 23=-321911211, 3-0=-304611137, 4-5=3899/1574, 56=3899/15f4,
6.7=-3899/1574, 7-8 3900/1575, 8-9=-3046/1136, 9-10=321911211,10.11=3273/1204
BOT CHORD 1-17=1057I2940,16-17=93712793, 15-16=937/2793, 14-15=-142913900,
13-14=93412793,12-13=-93412793, 11-12=-1054/2940
WEBS 3.17=176/264, 4-17=141368, 4-15=559H341, 5-15=-4341329, 7-14=-4741330,
8-14=-550/1342, 8-12=14/368, 9.12-1761264
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult-160mph (3se6ond gust) Vasd=124mW, TCDL=42pst; BCDL=5.OpsF, h=15i5 Cat II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurnent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)1=523,
11=523.
LOAD CASE(S) Standard
Job
imm
Inuss lype
uly IOahleM Lake- fill
1452-A
A8
SPECIAL
1 1
Job Reference tlonal
.lbaalenl I rvss , M rrenll. rL . aaabl
7x84 3x8=
5.00 F12 5x5 = 3x4 =
391i4 5 .S
Sx5 =
6x5 = 11 7x8
6x5 = 3x4 —
7 7�9 T 4 12
Dead Load Dell. - 7116In
21 20 19 18 17 16 16.
3x5= ExS= W= 3xil= 5x6= 5x5=
LOADING(psf)
SPACING- 23:
CSI.
DEFL in
floc) Udell Lld
PLATES GRIP
TCLL 2D.0
Plate Grip DOL 1.25
TC 0.82
Vert(LL) 0.58
1..9 24
MT20 2441190
TCDL 7
LmSL 125
BC 0.99
Vert(CT)-0.9018-18
>522 180
BCLL 0.0
RepOIncr YES
WB 0.78
Horz(CT) 0.15
' 15 We n1a
BCDL 10.0
Code FBC20171TP12014
MatrixS
Weighb226lb FT=1D%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 .Exmpt•
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc pudin.
T2,T4: 2x4 SP No.3
BOT CHORD
Rigid calling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No2
JOINTS
1 Brace at Jt(s): 10
WEBS 2x4 SP No.3
_
REACTIONS. (size) 21=0-8-0 (min. D-1-13),16=0-8-0
(min. 0.1-13)
Max Horz21 =81(LC 8)
Max Upl11121=-626(LC 8), 15=485(LC 4)
Max Grav21 =1 654(LC 1), 15=1554(LC 1)
FORCES. Ob) -Max. CompJMax. Ten. -All forces 250 Ob) or less except when shown.
TOP CHORD 1-2=4701210, 2-3>277911103, 3.5=3806/1587, &b--4048/1672, 6-7=d56911841,
7-8=4569/1841, 8-9=4024/1556, 9-10=3784/1477,10-12=-378411477,12-13=-27681946,
13.14=4891190, 34-26111% 11-12=2951140, 9-11=2901126
BOT CHORD 1-21=2351489, 20-21=.3161489,19-20=101012522, 16-19=4597/4048,
17-18=1481/4024, 16.17=817/2509,15.16=-217/512,14-15=217/512
WEBS 2-21=13971689, 2-20---68712036, 3-19=-676/17OD, 6.19=6131364, 6.18=2191577,
7-18=377/285.8-18=315f704. 8-17=-6371393, 12-17=741/l765, 13.16=.645r2001,
13-15=1401/543
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2ps . BCDL=5.0psf; h=15fk Cat. II; Exp C, End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nunconcurrent with any other live loads.
5) Provide mechanical Connection (by others) of from to bearing plate capable of withstanding 100 Ib uplift at )oim(s) except at -lb) 21=626,
15=485.
6) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
/ PE7051`��
M 7
A �
�
%c`140R)D
NO
Job
I fuss
N56 ype
Oaklentl Lake -Lot 60
1452-A
ABG
HIP _ 1
_ 2
Job RefLeamke a (oplimnal)_
.1O== IN55, YL YlelCe, YL„ JgHJI
Its 7rW
5.00 12 5x7 =
1 3
62 \\
T
21 20
t.5x4 II
22 23 4 24,
3x8 = 4x6 = 1.5x4 II
-5 m 7 -
314 =
318 32 33
5x7 =
9
3x5 = 34 35 -- 1a - 37 36 " 39 40 41 - 42 43 15 "•' 4b 46 '-
5x'6 = 3xa M186HS= 1.5x4 II 3x8 = 3x5 = 5x5 =
3x8= 6x6 WB=
Dead Load Deft - 318In
.6x911 I
t:l 1
I{
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Udell ' L/d
PLATES
GRIP
TCLL 20.0
Plate Gdp DOL 125
TC 0.91
Vert(LL)
0.60 16-17 >787 240
MT20
2441190
TCDL 7.0
Lumber DOL 125
BC 0.51
Vert(CT)
-0.8316-17 >568 100
M18SHS
2441190
BCLL 0.0
Rep Stress Ina NO
WB OAO
Horz(CT)
0.12 '12 n/a n/a
BCDL '10.0
Code FBC2017rrPl2014
MatrixS
Weight4321b
FT=10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 31
BOT CHORD Rigid calling directly applied or 8-2-0 cc bracing.
WEBS 2x4 SPNo.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 21=0-8-0 (min. 0-1-8),12--0-" (min. 0-1-8)
Max Horz21=57(LC 8)
Max Uplitt21=1298(LC 5), 12--1298(LC 4)
Max Gmv21=2852(LC 1), 12=2852(LC 1)
FORCES. (lb) - Max. Comp./Mm Ten. -All forces 250 (Ib) orless except when shown.
TOP CHORD 1-2=764/353, 2-3=5434/2601, 322=774413791, 22-23=7743/3791, 4-23=-774313791,
4-24=7743/3791, 24-25=774313791, 25-26=T74313791, 6-26-7743/3791,
5-27=9097/4437, 6-27=9097/4'437, 6-28=9097/4437, 7-28=9097/4437,
7-29=9097/4437, 2930=9097/4437, 30.31=-9097/4437, 8-31=9097/4437,
B32=775413797, 3233=7755/3797, 9-33=775513797, 9-10=-543212600,
10-11-767/359
BOT CHORD 1-21=36W(16, 20-21=-426/766, 2034=2311/4943, 34-35=2311/49431
1935=2311/4943, 1936=-4335/9118, 1836= 4335I9118, 1837=-4335/9118,
3738=4335/9118,1738=4335/9118, 1739=-0335/9118, 39-40=-0335/9118,
40-01=-433519118,16-01=4335/9118, 16-02-3692f/754, 42-03=-368Z7754,
1543=-3682R754, 15-04=3682f7754, 14 44- 682f7754, 14-05=230714941,
4546=230714941. 13-46=230714941, 12-13�3741770,11-12=3741770 .
WEBS 2-21=2569/1274, 2-20=199014224, 3-19--1578/3274, 4-19=5721500, 5-19=16151767,
5-17=0/430, 7-16=-553/491, 8.16=745/1578, 8.14-1388/886, 9-14-1587/3269,
10.13=198714219, 10-12=2567/1273
NOTES-
1) 2-ply truss to be connected together with 10d (0.131W) nails as follows:
Top chords connected as follows: 2x4 -1 now at 0-9-0 oc.
Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at G-7-0 oc, Except member 20-2 2x4 -1 row at 0-9-0 oc, member 203 2x4 -1 row at D-9-0 or. -
member l9-32x4-1 row at 0-9-0 oc, member 4-192x4-1 row at 0-9-0 of member 19-52x4-1 row at 0-9-0 oc, member 5-172x4-1 \\
at 0-9-0 cc, member 165 2x4 -1 row at 0-9-0 oc, .member 7-16 2x4 - i row at 0-9-0 oc, member 16-8 2x4 -1 row at 0-9-0 oc, memb Pt1
2x4-1 row et 0-9-0oe, member l4-92z4-1 row at 0-9-0or, member 13-92z4-1 row at 0-9-0 ocq member l3A02x4-1 row at \
2) All loads are considered equally applied to all plies, except 8 noted as front (F) or back (B) face In the LOAD CASES) section. PI &\CEIVS
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. i F �-
3) Unbalanced mof live loads have been considered for this design. /
4) Wuld: ASCE 7-10; Vull-160mph (3-second gust) Vasd=124mph; TCDL=42psf•, BCDL=5.Opsf, h=15ft; Cat II; Exp C; End. -. , 8;� PE 7 051
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water pending. 1
U61n4&A1�&r A*q0 plates unless otherwise indicated. ' ` S A p
ORID
''//ss° I� � �S"'o' a
Job
ruse
I ruse rypeI
y
Oeklend Leka-Lass
1462-A
nec
HIP
1
2
Jab Reference o tional
SoMem Tres, FL FI . FL, 34951
NOTES.
7) This trusshas been designed fora 10.0 psf bottom chord live load noncom
8) Provide mechanical connection (by others) of truss to bearing plate capable
9) Hanger(s) or other connection device(s) shall be provided sufficient to suppr
down and 139 lb up at 11.6-12. 94 lb down and 139 lb up at 13-6-12, 94 lb
19-6-12, 94 lb doom and 139 lb up at 2141-0. 94 lb down and 139 lb up at 2
up at 285-4, 94 lb down and 139 lb up at 305-4, and 94 lb down and 139
at 7-(r`-0, 70 tb down at 9-6-12, 70 lb down at 11.6-12. 70 N down at 13-&
doom at 22-54, 70 lb down at 24-5-4, 70 lb down at 26-5-4, 70lb down at
bottom chord. The design/selection of such connection device(s) is the resp
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=54, 3-9--54, 9-11-54, 1-11=-20
32=94(B)
Run:8230s Ocr 212018 Print 8.230 s Oct 212018 MTek lndusuies. Inc. Wed Nav1412A2272018 Pa 2
ID:EaPOUIwCWA016wSO7VTFd275cK-dqb7TngEOVeeytOaUOVf7n_LNiHPc2c477FROy,�17w
h any other live loads.
ending 100 lb uplift at)olnt(s) except Qt=1b) 21=1298, 12.1298.
ntrated lood(s)176 lb down and 238lb up at 7-6-0, 94 lb down and 139 lb up at 9-6-12. 94 lb
A 139 lb up at 15-6-12, 94 lb down and 139 lb up at 17-6-12. 94 lb down and 139 lb up at
41b down and 139 lb up at 24-5-4, 94 lb down and 139 lb up at 26-5-4, 94 lb dawn and 139 lb
3254. and 176lb down and 238 lb up at 34-64) on top chord, and 252 lb doom and 123 lb up
down at 15-6-12, 70 lb down at 17$12, 70 lb dawn at 19-6-12, 70 lb down at 21-0-0, 70 lb
70 lb down at 30-54, and 70 lb down at 32-5-4, and 252lb down and 123 lb up at 34-64 on
31=94(B)
PE 7 051
5:1, 40RID
Job
N5a
was ype Oakimrd lake-Lat fiO
1452-A
81
COMMON 1 1
Job Reference factorial)
eouthem Tniss, Ft r lane, FL, 349.51
-l3
Dead Load Deft. -1B In
4x4 =
3-
1-0-0 7-11-13 l 134-2 ♦- 20-4-0
' 19 6.11-13 54.5 6-11-14
Ii
:Plate Offsets (X.Y)- rt-0-0-01521
I7.0-1-14 0-0-21 f6:04-00.0-51
LOADING(psf)
SPACING- 2-0.0
CSI.
DEFL
in
(toc)
I/defl
L/d
PLATES GRIP
TCLL 20.0 -
Plate Grip DOL 1.25
TC 0.70
Vert(LL)
-0.12
1-9
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.66
Vert(CT)
-025
1-9
>968
180
BCLL 0.0
1 Rep Stress Ina YES
WB 0.17
Hoa(CT)
0.04
6
We
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-
Weight- 96 lb FT=10% .
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1 40 oc pudins.
BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly, applied or B-85 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left 2x6 SP No-2 ;
SLIDER Right 2x6 SP 1`40.2 2-9-10
REACTIONS. (size) 6=041-0 (min. 0-1-8), 1=0-8-0 (min. 0.1-8)
Max Homl=.81(LC 9)
Max Upilfl6=-252(LC 9), 1=-258(LC 8)
Max Grav6=740(LC 1),1=740(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=1381/484, 2-3=12061440, 34=1121/405, 45=1215/442, 5-6=1274/428
BOT CHORD 1-9=457/1224, 8-9=204/837, 7-8=2041837, 6-7=319/1093
WEBS 2-9=2901272, 3-9=1821449, 3.7-139/329
NOTES-
1) Unbalanced roof five loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=42psf; BCDL=5.OpsF, h=15fT, Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) except at ---lb) 6=252,
1=258.
LOAD CASE(S) Standard
ion
I rus5
1russ iype Oaldand Lake-Lot6o
1452-A
82
jUry jP1Y
COMMON 1 1
'
Job Reference o tional
Southem Truax, Ft. Pierre, FL, 34951 Run:8.2M a Oct 21201a PrkiC 6230 a Oct 21 an a Mtrex manes nc WedNw 141242:28201a Pa8e 1
ID:EaPOU1 WCVVA016wSO71/rFdz7SrX-4rOzcpoT71dVG6Sb66xkBL10]Nrn'J98DHOJntpzsyJH7v
114-0
r a-2.7 100-0 �0-0.0 7 200
a39 37 04-0I ~ 52-9
Dead Load Deb. =118 in
3x4 =
6x5 = 3.4 _
S
1.0-0 7-11-13 13-0-2 204-0
6.1143 I 5-0-5 1 6.11-14 -
-Plate Offsets my)- [1:C-0-0
1321 [1:0-1-1a 0-0-21
[3:0.2.0 0-2-111 [4:0-2.8 63.01
[6:0-2-0.0-2-111
r8:044 0-0-51
- - - - - -
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
Coo)
Well
Ltd
PLATES GRIP
TCLL 20.0
Plate Gdp DOL. 125
TC 0.70
Vert(LL)
-0.12
1-11
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.66
Vert(CT)
-0.25
1-11
>950
180
BCLL 0.0
Rep Stress Incr YES
WB 0.17
Horz(CT)
0.03
8
nla
n1a
BCDL 10.0
Code FBC2017frP12014
Matrix-S
Weight: 95 lb - FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left, 2x6 SP No.2
SLIDER Right 2x6 SP No.2 2-9-10
REACTIONS. (size) 8=048-0 (min. 0.1-8), 1=0-8-0 (min. 0.1.8)
Max Horz1=-76(LC 9)
Max Upift=-247(LC 9),1=253(LC 8)
Max Grav8=740(LC 1), 1=740(LO 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-2-13 on puriins.
BOT CHORD Rigid ceiling directly applied or 8-10-12 oc bracing.
FORCES. On)- Max CompdMax Ten. -All forces 250 Qb) or less exceptwhen shown.
TOP CHORD 1.2=13731468, 2-3--1204/424, 6-6=11201391, 6-7=-1211/427, 7-8=12681413,
3-0=10661416, 4.5=-9951389
BOT CHORD 1-11=-43611215, 10-11=192/839, 9-10=1921839, 8-9=30511088
WEBS 2-11=-2681258,4-11=172/436,4-9=131/317
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-seco4d gust) Vasd=124mphl TCDL=42psf; BCDL=5.0psf; h=15ft; Cat. Il; Exp C; Encl., GCpl=0.18;
MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other five loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100In uplift at joint(s) except Qt=1b) 6=247.
1=253,
LOAD CASE(S) Standard
J PE 7 051
M-��t
(!
r SaaTA �0�
�i0c��=,i���
job I
Nes
NSa ype
08WaMLake-t.ot60
1452-A
B3
HIP
7 1
Job Reference (optional)
B ern Tr=, FL Meree. FL, 34951 Run: 8230 s Oct 212018 Print 8230 a OQ 212018 Mtrek Indmtnes, Inc. Wed Nov 1412:42:2e 2018 Page V
ID:EaPOUIwCWA016wSO7vTFdz75cK-0 _rOzCpoT71dVGBSb8BxkBLK9Nmz8EJOJntpzsyJH7v
Dead Load Deft. -1181n
4x4 =
5x7 =
3x8 II
18-0-013-4-0 20-"
i-D.O-0-0 I 7-M I 5-0-0 I 7-0.0
-Plate Offsets (XY).- 11:6-0-0,13.2L
f1:0-1-14.0-0-2t
12:0-2-0 0-2-0t (3:0-5-4.0-2-8t
14:0-2-8 0-0-27
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in
Qoc)
Vdefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.95
Vert(ILL)
-0.13
1-7
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC
0.80
Vert(CT)
-0.28
' 1-7
>852
180
BCLL 0.0
Rep Stress Incr YES
WB
0.10
Horz(CT)
0.04
4
n1a
n1a
BCDL 10.0
Code FBC2017frPI2014
Matrix-
Weight: 91 lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2 •Except'
T3: 2x6 SP No.2
GOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x6 SP No.2, Right 2x4 SP No.3
REACTIONS. (size) 4=0-8.0 (min. 0.1-8), 1=04W (min. 0-1-8)
Max Horzl=61(LC 8)
Max Uplift4=228(LC 9), 1=235(LC 8)
Max Gmv4=740(LC 1), 1-740(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 1-2=12941395, 23=11181408, 3-0=1228/380
BOT CHORD 1-7=29011112, 6-7=27011061, 5-5=27011061, 45=27311056
WEBS 2-7=01262
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid calling directly applied or 10-0-0 oe bracing.
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=151ff; Cal. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pef bottom chord live load nonconcu end with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO lb uplift at joint(s) except at --lb) 4=228,
1=235.
LOAD CASE(S) Standard
Job I
Iruss
Nss ype
y O erM Leka-Lnt60
1452-A
94G
HIP
1 1
Job Reference (octionall
anuUem T tsv, FL Pierce, FL., 34951 Rum: a" s Od 212018 Print 8230 a OU 212018 MiTek Industdim Ina. Wed Nov 1412:422a 2018 Page 7
ID:EaPOUIwCWAO16wSO7VTFdz?ScK-4rO2CpoT71dVG6Sb8BxkBLKF8m008BDQJnipzsyJHv
8-0-0 10-8-0 154-0 21.4-0 _
840 1 443-0 1 4$0 1 6-"
5.00 1112
4x7 =
1x4 II
12 13 4 14
15
4x7 =
Dead Load Defl. =1/16 In
6�
.. It J19- IIW 11
1-0-0 S-No 168-0 154-0 2DA-0 21
1.0.01 5-0-0 1 4$0 1 4-8-0 I S." 1-0-0
- Plate Offsets KYl- f1:0-4-10
Edcel, [3:0.5-0,0.2A1.
[5:0.54,0-2-01, 17P0-4-10,Edriel
LOADING(PSI)
SPACING- 2-0-0
CSI.
DEFL
in
(roc)
Udell
Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.52
Vert(LL)
0.15
. 9
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC
0.60
Vert(CI)
-021
941
>999
180
BCLL 0.0
Rep Stress Ina NO
WS
0.26
Horz(CT)
0.07
. 7
We
n/a
BCDL 10.0
Code FBC2017frP12014
MatdxS
Weight: 103Ib FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP N0.3
SLIDER Left 2x6 SP No.2 2-10-12, Right 2x6 SP No2 2-10.12
REACTIONS. (size) 1=0-8-0 (min. 0-1-8j, 7=D3-0 (min. D-1-8)
Max Homl=46(LC 9)
Max Upliftl=-541(LC 8), 7=541(LC 9)
Max Grata=1109(LC 1). 7=1109(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc pudins.
BOT CHORD Rigid ceiling directly applied or 5-10.13 oc bracing.
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 260 Ob) or less except when shown.
TOP CHORD 1-2=228V1147, 2-3=221311160, 3-12=2601/Ml,12-13-2600/1400. 4-13=260011400,
4-14=2600/1400,14-15=2600f1400, 5.15=260111401, 5-0=-2213/1160,
6.7=2284/1147
BOT CHORD 1-11=1004/2D41,11-16=-100512055,10-16=100512055, 9-10=-1005P2055,
9-17=1004/2055,17-18=100412055, 8-18=100412055, 7-8=100312041
WEBS 3-11-281342, 3.9=3471683, 4.9=453/4D4, 5-9-.347/693, 5-8=29/341
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh--160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.Opsf; h=15tt,, Cat. 11; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pal bottom chord live load noncenaurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjdmt(s) except Ot=lb)1=541.
7=541.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)121 lb down and 169 lb up at 6-0-0. 57
lb down and 107lb up at 8-0-12, 57 lb down and 107lb up at 10-0-12, 57 lb down and 107 lb up at 11-3-4. and 57 lb down and 107111 up
at 133.4, and 121111 down and 169 lb up at 15-4-0 on top chord, and 106 lb down and 100lb up at 64Y0, 41 lb down at 8-0-12, 41 lb
down at 10-0.12, 41 lb down at 113-0, and 41 lb down at 13-3-4. and 106lb down and 100111 up at 16a-0 on bottom chord. The
design/selection of such connection devices) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the fare of the truss are noted as front (F) or back (B).
PE 7Z51 �t
r 1
M 1
-O 1 S AA
�z N
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 13=54, 3-5=-54, 5-7=54,1-7-20
Concentrated Loads Ob)
Vert: 3=74(B) 5=74(13)10=27(S)11=106(B) 8=106(B)12-65(B)13=55(B)14=55(B)15=55(B)16=27(B)
18=27(B)
�3
J00
InIss
mss I ype
ply
O Lake-Lot60
1452-A
Cl
COMMON
2 1
Job Reference (optional)
southern Truss, FL Fm=. FL, 34951
4x4 =
III
Dead Load Dell. - 3/161n
• Plate Onsets (x Y)— 11.04T0
1-3-2t (1 •D-1-1a 0-D-21 [4:04-4 D-2-ot
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
Udefl
IJd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.72
Vert(LL)
-0.17
1-6
>999
240
MT20 244/190
TCDL 7.0
Lumber OOL 1.25
BC 0.73
Vert(CT)
-0.35
1-6
>558
180
.
BCLL 0.0
Rep Stress Ina YES
WB 0.16
Horz(CT)
0.02
5
nla
nla
BCOL 10.0
Code FBC20177rP12014
Matrix-
Weight 67 lb FT=10%
LUMBER- BRACING -
TOP CHORD 24 SP No.2 TOP CHORD
GOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* BOT CHORD
W3: 2x6 SP No.2
WEDGE
Left: 2x6 SP No.2
REACTIONS. (size) 5=04t-0 (min. 0-1-8), 1=0-B-0 (min. 0-1-8)
Max Horz1=86(LC 8)
Max UprA5=206(LC 9).1=213(LC 8)
Max Grav5=608(LC 1), 1=608(LC 1)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=10541388, 2-3=-8141280, 3-4=-866/254, 45=-5301246
BOTCHORD 1-7=-377/928,6-7=-3771928,5-6=17lf7l7
WEBS 2-6=303/248, 3.6=45/409
Structural wood sheathing directly applied or 4312 cc purims, except
end verticals.
Rigid ceiling directly applied or 95-14 cc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf, h=15ft; Cat II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It --lb) 5=206,
1=213.
LOAD CASE(S) Standard
Job
russ
Iruss
OaMand Lake -Lot rA
1452-A
C2
COMMON
i i
Job Reference o oonal
Dead Load Deli.-31161n
3x4- tx411
6 30 =
1-0-0 14-0 9-0-0 17-0-0
74W 1 6-0-0
-Plate Offsets (X.Y1- It:0-0-0.1-3-2t
[1:0.1-14,0-0-21 [3:0-2-0
0-2-11L
[5:0-2-0.0-2.111,
[6:044,11-2-0]
LOADING(psf)
SPACING- 2-"
CSL
DEFL
in
(too)
Well
Ltd
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO
0.59
Vert(LL)
-0.17
1-8
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.72
Vert(CT)
-0.36
' 1-8
>541
180
BCLL 0.0
Rep Stress Ina YES
WB
0.15
Horz(CT)
0.02
7
rda
n1a
BCDL 10.0
Code FBC2017frPI2014
Matrix-
Weight: 67 lb
FT =10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* BOT CHORD
W3: 2x6 SP No.2
WEDGE
Left: 2x6 SP No.2
REACTIONS. (size) 7=0-8-0 (min. 0-1-8),1=0-8-0 (min.0.1.8)
Max Horz1=78(LC 8)
Max Uplift7=197(LC 9),1=205(1-C 8)
Max Grav7=608(LC 1), 1=608(LC 1)
FORCES. (Ib) - Max CompJMax Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-1041/362, 2-3�828/264, 5-6=889/242, 6-7=5261235, 3-0=744/273,
4-5=744/273
BOT CHORD 1-9=-3461914, 8.9=346/914, 7-0=1641744
WEBS 2-8=281/219, 4-8=28/398
Structural wood sheathing directly applied or 5-0-2 cc pudins, except
end verticals.
Rigid ceiling directly applied or 9-10.14 oc bracing.
NOTES.
1) Unbalanced roof live loads have been Considered for this design:
2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psh BCDL=5.OpsF h=15ft; Cat. 11; Exp C; End., GCp1=0.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcti ent with any other live loads.
5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100lb uplift at)oint(s) except at --lb) 7-197,
1=205.
LOAD CASE(S) Standard
051�`J`�'
A s •x-yf-��
1
sONAL,V-V \\\\
l�
jou
IMM
ruse type Uty Ply
0aMand Lake-Loteo
1452-A
C3G
HIP , 1
I I
Job Reference onal
SOealarn Tess, FL PAPM. FL, 34051
4x7 =
4x4 =
Dead Load Dell. =1181n
1-0-0 1-0-0 6h0 12.0.0 16-8-0 17-0A1&0-0
4-8-0 1 6-r40 1 4-aa ,14n-1
--Plate Offsets (X.VI- 12:0-1-01.1-2-81.
f3:0-5-0 D-2-07
15:0.1-11.1-2-81
LOADING(Psf)
SPACING- 2-0-0
CSI.
DEFL
in
(toe)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(L-)
0.21
840
>892
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.55
Vert(CT)
-0.31
8-10
>602
180
BCLL 0.0
Rep. Stress lncr NO
WB 0.11
Horz(CT)
0.02
7
Na
nla
BCDL 10.0
Code FBC20171TPI2014
MatrbL-S
Weight:721b FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except
T2: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (size) 11=0-8-0 (min. 0-1-8), 7=0-8-0 (min. G-1-8)
Max Horz11=46(LC 8)
Max Uplifl11=-462(LC 8), 7=-462(LC 9)
Max Grav11=928(LC 1), 7=928(LC 1)
BRACING -
TOP CHORD Struchual wood sheathing directly applied or 3-7-9 0o pudins.
BOT CHORD Rigid celing directly applied or 9-6-11 oe bracing.
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-111981606, 25=13567721, 3-12=11921683, 12-13=11921683, 4-'13=11921683,
45=1135IW20, 8-6=11981606
BOT CHORD 1-11=59211184, 10-11=606I1184, 9.10=-60411192, 9-14=60411192, 8.14=-60411192,
7-8=-59211184, 6-7=59211184
WEBS 2-11=-4631318, 3-10=01285, 45=01284, 5-7=-4631318
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCDL=5.0psF, h=16ft; Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at )olnt(s) except Gt-lb) 11=462,
7=452.
6) Hanger(s) or other connection device(s) shall be proAded sufficient to support concentrated )oad(s)121 lb down and 189 lb up at 6-D-0, 65
lb down and 1071b up at 8-0.12. and 55 lb down and 107 lb up at 9-11-4, and 121 lb down and 169 lb up at 12-" on top chord, and 106
lb down and 100 I6 up at 6-0-0, 41 lb down at 8-0-12, and 41 Ito down at 9-11-4. and 106lb down and 10D It up at 11-11.4 on bottom
chord. The deslgn/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the two ere noted as front (F) or back (B).
LOAD CASE(S)'Standard )
1) Dead + Roof Live balan
ced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pif)Vert
d4FP1-6-20
ConcentrateLaOb\�
Vert Loads
9=2 10=10fF 8-108 F 12=55(� 13=55(FI 14=27 F N`MOENBgCFC\PE 7
S -16
JOD
i msS
I ruse iype
Qty Oaidand Lake -Wee
1452-A
CA
JACK
jPly
4 1
I
Job Reference (optional)
Soethem Truss. Ft Pierce, FL. 34951
ME
LOADING(psf)
TCLL 20.0
TCDL 7.0
ECLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina NO
Code F802017n P12014
CSI.
TO 0.38
BC 0.35
WB 0.06
Matrix-P
DEFL in
Vert(LL) -0.07
Vert(CT) -0.09
H02(CT) -0.02
(loc) 0deft Ltd
6-7 >999 240
6-7 >834 180
4 n/a n/a
PLATES GRIP
MT20 2441190
Weight'. 30 lb FT=10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pur ins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
,
REACTIONS. (size) 4=Mechanical, 5--Mechanical, 7=0A 1-5 (min. 0-1-8)
Max Hoa7=123(LC 4)
Max UpIM4=59(LC 4), 5=57(LC 4), 7=166(LC 20)
Max Grav4=95(LC 17), 5=108(LC 1), 7=254(LC 1)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5:0psl; h=15ft; Cat[[,, Exp C; Encl.,. GCpl=0.16;
M WFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at )oint(s) 4, 5 except at --lb) 7=166.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 110 lb up at 2-11-0. 30
lb down and 110 lb up at 2.11-0, and 26lb down and 52 lb up at 5.8.15, and 26lb down and 52 lb up at 5.8-15 on top chord, and 71 lb up
at 2-11-0, 71 lb up at 2-11-0, and 6lb down and 2lb up at 5-8.15, and 5lb down and 2lb up at 6-8-15 on bottom chord. The
design/selectlon of such connection device(s) is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the few of the truss am noted as front (F) or back (0).
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 14=54, 15=20
Concentrated Loads (lb)
Vert: 8=72(F=36, B=36)10=94(F=47, B=47)
4XCEN4N�
y PE7 051
M f
S A
4oR)0 /� \�
////ass OAr I l IENG\\\\\\
job
I react
I ms5 Iype
UryOakland Leko-Lot 60
1452-A
CJ7
JACK
2 1
Job Reference tional
soulnem
LOADING(psf)
SPACING-
2-"
CSI.
DEFL In
(too) gde0 Ud ,
PLATES GRIP
TCLL 20.0
Plate Gdp DOL
125
TC OA5
Vert(LL) -0.04
67 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.43
Vert(CT) -0.08
8.7 >999 180
BCLL 0.0
Rep Stress Incr
NO
WB 0.16
Hoa(CT) -0.03
4 We We
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight 41 lb FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 64M oc purrins.
HOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4-Mechanical, 5=11dechanical, 8=0-11-5 (min. 0-1.8)
Max Horz8=163(LC 4)
Max UpliR4=-94(LC 4), 5=104(LC 4), 8=186(LC 4)
Max Gmv4=111(LC 1), 5=234(LC 1), 8=481(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=3811115, 2-9---443I159, 3.9=-0941169
BOT CHORD 1-8s10B/383, 8-11=249/383, 7-11=249/383, 7-12=2491383, 6-12=2491383
WEBS 2-8=303/190. 3-6=-0311281
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstanding 100 lb uplift at joint(s) 4 except Ot=lb) 5=104,
8=186.
5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 38 lb up at 5-0-7, 23 lb
down and 38 lb up at 5.0-7, and 51 lb down and 93 lb up at 7-10-6, and 51 lb down and 93lb up at 7-10.6 on top chord, and 4 lb up at
5-0-7.4lb up at 5-0-7, and 21 lb down at 7.10-6, and 21 Ib down at 7-10-6 on bottom chord. The design/selection of such connection
device(s) Is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25
Uniform Loads (plf)
Vert: 14=54, 1-5=20
Concentrated Loads (lb)
Verb 10=39(F=19, B=19)12=24(F=12, 121=12)
Job
Truss
1russ type 0aWandL -Lot60
145bA
J1
JACK 4 1
Job Reference o onal
Southem Truss, FL Pierce, t .34951
Run:9.2306 OQ 21 Z01e Pript e.23040G Zl2mtl MI18K 00uBNee, InC We0 ncV 141ZW4J1 [Ula re a
ID:EaPOUIwCWA016wSO7vTFdz75cK-U036grgLld747ZBApJVRpzyta_BpLbcs715TeBy H7s
LOADING(psf)
SPACING- 2.0-0
CSI.
DEFL
In
(loc)
0de0
L/d
PLATES GRIP
TOLL 20.0
Plate Grip DOL 1.25
TC 0.06
Vert(LL)
0.00
1
n/r
120
MT20 244/190
TOOL 7.0
Lumber DOL 125
BC 0.02
Vert(CT)
-0.00
1,
n/r
120
@CLL 0.0
Rep Stress Ina YES
WB 0.00
Horz(CT)
0.00
n/a
nra
BCDL 10.0
Code FBC2017rrP12014
Matrix-P
_
Weight: 5lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4SPNo.2
REACTIONS. (size) 2=Mechanical, 3=0-6-0 (min. 0-1.6)
Max Horz2=124(LC 1), 3=-124(LC 1)
Max Uplitt2=54(LC 6)
Max Grav2=95(LC 1), 3=29(LC 3)
FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-6.0 cc pudins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=15ft; Cat, II; Exp C; End., GCpi=0.1 B;
MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonooncunem with any other live loads.
3) Refer to girders) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 2.
5) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
Job
1111W
iruss lype y Oaldand Lake - Lot 60
1452-A
J2
JACK 8 1
Job Reference options)
Soufnem Truss, FL Pierce, FL., 34951 Run: 8230 8 O 212018 Pdnt 8.230 a Oc121 W18 MITek Ind�, Inc Wed Nov 1412:42:312018 Page 1
ID:EePOUIwCVVAO16wSO7vTFdz75cK-U036grgLld7472BApJVRpzysO_A7LbFs115TaByJH7a
1-0-0 2-0-0
LOADING(psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING-
24).0
Plate Grip DOL
125
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017/TPI2014
CSI. DEFL. In (Ioc) Well Ltd PLATES GRIP
TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 2441190
BC 0.06 Vert(CT) 0.00 5 >999 180
W 3 0.02 Horz(CT) -0.00 . 3 n!a n/a
Maw-P Weight 7lb FT=10%
BRACING.
TOP CHORD Structural woad sheathing directly applied or 2-0-0 cc puriins.
BOT CHORD Rigid ceiling directly applied or 10-" cc bracing.
REACTIONS. (size) 3=Mechanical, 4--Mechanical, 5=0-8-0 (min. 04-8)
Max Htxz5=43(LC 8)
Max Uplift3=-34(LC 1), 4=-43(LC 1), 5=-66(LC 8)
Max Grev4=5(LC 8), 5=223(LC 1)
FORCES. (Ib) -Max. CompJMax. Ten. - All forces 260 Qb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=S.Opsf, h=15ft; CaL 11; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip OOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4, 5.
LOAD CASE(S) Standard
r` r PE 7 051
r
I =
M 1
r
01 IS A
i�°�`,40RID, ����
job
Truss
I mss I ypa
Fly Oaldand Lake-LM60
14a2-A
J3
JACK
JQW I
4 1
Job Reference o 'onal
SeuNem Truss, FL Pierce, FL., 348a1
.Plate Offsets 0(Y)— [2:0.0-12
0-1-127 12:0-1-11 1-2-M.
15:0-0.0 0-1-121
LOADING(psf)
SPACING- 24)-0
CSI.
DEFL.
In
(too)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.08
Vert(LL)
0.00
5
>999
240
MT20 2441190
TCOL 7.0
Lumber DOL 1.25
BC 0.06
Vert(CT)
0.00
5
>999
180
§CLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT)
-0.00
3
n!a
Na
BCDL 10.0
Code FBC20171TP12014
Matrix-P
Weight 12 lb FT-10%
LUMBER -
TOP CHORD 2x4 SP No.2
GOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechaniwl, 5=0-8-0 (min. D-1-8)
Max Hom5=72(LC 8)
Max Uplift3=-48(LC 8), 5=-62(LC 8)
Max Grav3=38(LC 1), 4=28(LC 3), 5=208(LC 1)
FORCES. (lb) -Max. Comp.IMax. Ten. -Ali forces 260(lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-6-0 cc pudins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60
2) This truss has been designed for a,10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s)for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 5.
LOAD CASE(S) Standard
f PE051
M (
1 STA
0\` a�-4$-/9,itV��
///Fss/OpA i
job
Nb9
Imes type
y
OeWand lake-Lat6a l
1452-A
AJACK
8 1
Job Reference (ogonaft
Soulhem Tress, FL Pierce, Ft... 34951 Run: 8.230 s Oct 21 2018 Pn= amo s oa 21 2ma rm rdx inausmes, ma neo my lc lx:+zo1 cu,o ru a
ID:EaPOUlwOWAO16WSO7VfFdz?5cK-UO36grgLld?47ZBApJVRpzys6_A6Lb4s?ISTaBy H7s
1-0-0 4-0-0
r 1-0-0 I 2-8-0
1 0-0 4.0-0
12 I 3.0-0
Plate Offsets (XY)-- [2.0-0.12
0.1-12][5.0.1-81-2-01
[5:0-0-0
0-1-121
LOAOING(ps)
SPACING- 2-0-0
CSL
DEFL
In
(loc)
War
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.09
Vert(LL)
-0.00
4-5
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT)
-0.00
4.5
>999
180
ACLL 0.0
Rep Stress Ina YES
WB 0.03
Horz(CT)
-0.00
3
We
n1a
BCDL 10.0
Code FBC2017/rP[2014
Matrix-P
Weight 13lb.
FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=04" (min. 0.1-8)
Max Horz5=83(LC 8)
Max Uplif3=-59(LC 8). 5=-W(LC 8)
Max Gmv3=54(LC 1), 4=40(LC 3), 5=220(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or4-0-0 oc pudins.
BOT CHORD Rigid miring directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf,, h=15ft; Cat. IF Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonooncunent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift atjoint(s) 3, 5.
LOAD CASE(S) Standard
Job
Fruss
rhea ype
y Oakland lake-Lo160 '1
1452-A
JS
JACK
4 1
Job Reference (optional)
aeumem ,rv�,r�nmw, r..,,,-,ems, ID:EaPOUIwCWA016wSO7vTFdz?6cK-ycdU2Ba3w7xljmfu1N 10gMSU770V 42279 06c H7r
1.4-0 66-0
1
a
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Verl(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.26 BC 0.16 Vert(CT) -0.02 4-5 >999 180
-BCLL 0.0 Rep Stress ]nor YES WB 0.05 Horz(CT) -0.01 3 n/a Ne
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight 18 lb FT=10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5-0.&O (min. 0.1-8) ;
Max Hp¢5=113(LC 8)
Max Uplift3= 93(LC 8), 5=-80(LC B)
Max Grav3=96(LC 1), 4=71(LC 3). 5=267(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when sham.
NOTES-
1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=150; CaL II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 OD lb uplift at joint(s) 3, 5.
LOAD CASE(S) Standard
F� Y
16
PE 7 051
0
nlse
Nss ype
Oakland Lake -LM 60
1452-A
J5a
MONOTFUSS
2 7
Job Reference (optional)
sa M 1 n , K Fierce, Vim.: cot
4
LOADING(psf)
TCLL 20.0
TCDL 7.0
BOLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FB02017[M12014
CSI.
TC 022
RC 0.17
NB 0.05
Mabix-P
DEFL. In Quo) Wall L/d
Vert(LL) 0.02 4-5 >909 . 240
Vert(CT) -0.03 4.5 >999 180
HOR(CT) -0.02 3 n1a nla
PLATES GRIP
MT20 244I190
Weight: 18 lb FT = 10%
LUMBER-
BRACING- '
TOP CHORD 20 SP No.2
TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 3--Mechanical, 4=Mechanical, 5=041-0 (min. 0-1-8)
Max Horz5=117(LC 8)
Max UpfifG=-97(LC 8), 5=-81(LC 8)
Max Grav3=100(LC 1). 4=75(LC 3), 5=272(LC 1)
,
FORCES. (lb)- Max. CompJMax. Ten. -All forces 260 Qb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=5.OpsF h=15ft; Cat. II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with
any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, S.
LOAD CASE(S) Standard
��cEnisF.X4i%
PE 7 051
• _ r 1 _
M I
f
-rs-�9 •�c,�
job
Iruss
ruse I ype
Lay
OaWand Lake-Lat60
1452A
JB
JACK
I
jVly
10 1
Job Reference footiovall
SDuthem Truss, FL Pierce, FL, 34951 Run: 8.230 s OG21 TOtB Print &230 a Oct 21 TOte ASfo IMushles, inc. wed Ncv 141242:32 2018 Pagel
ID:EaPOUIwCWAO16wSO7vTFdz?SDK-ycdU2Brz3w7xl)mMN1 OgMBU_70UCA2X?EPA6dyJH7r
1.4-0 I 6-0-0
19 4 &0
.Plate Offsets (X Y)— 12.0-0-12.0-1-121
WO-1-81-2-0)
15.0-M
0-1-121
- -
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
In
Ooc)
Udell
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
-0.02
4-5
>999
240
MT20 2441190
TCDL 7.0
LumberOOL 1.25
SC U0
Vert(CT)
-0.04
.4-5
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.06
Horz(CT)
-0.02
3
We
n/a
BCDL 10.0
Code FBC2O17frP12014
Matrix-P
Weight 19lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 (dn.0-1-8)
Max Horz5=124(LC 8)
Max Upffd--104(LC 8). 5=85(LC 8)
Max Grav3=109(LC 1).4=81(LC 3), 5=283(LC 1)
FORCES. Ob) - Max CompJMax. Ten. - All forces 250 Ob) or less except when shown.
GRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf, h=15t Cat. II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=1b) 3=104.
LOAD CASE(S) Standard
PE77051n;1
M
r ,'
-d 1 SrrA
i���`�9<oRI� ���\��
oI
fuss
I msS lype
UtyOaWantllekn-
t60
1452A
J7
JACK
15 1
Job Reference o donel
BmMem Truss, FL Pierce, FL, 34881
Run: 8.230 s Oct 212018 PAk 8.230 S Od 212015 Wok Industries, Inc Wed Nov 1412A2:32201a M9.81
ID:EaPOUhvCWA016WSO7vTFdz?SdC-ycdU2Brz3w7xi)mMNIOgMBUxJORE41b7EPr06dyJH7r
I
[1
1-0-0 74i-0
Dead Load Dell. =1116 in
• Plate Offsets (X Y)- [2.0.0-12
0.1-121 1&0-1.81-2-01
-[5D-0-0
0-1-121
LOADING (psi)
SPACING- 24)-0
CSI.
DEFL
In
Qoc)
Udell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.51
Ven(LL)
0.07
.4-5
>978
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.39
Vert(CT)
-0.13
4-6
>569
180
BCLL 0.0
Rep Stress Incr YES
WB 0.08
Horz(CT)
-0.05
. 3
We
nfa
BCDL 10.0
Code FBC2017rrP12014
Matrix-P
Weight: 24 lb
FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD. 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4--Mechanical, 5=D-8-0 (min. 0-1-8)
Max H=5=155(1.0 8)
Max Up1103=-136(LC 8), 5=101(LC 8)
Max Gmv3=148(LC 1), 4=11 C(LC 3), 5=335(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except When shown.
WEBS 2-5=29U272
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pur ins.
BOT CHORD Rigid calling directly applied or 10-M cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf; h=15ft; Cat II; Exp C; End., GCp1=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live loads.
3) Refer to girders) for truss to truss cennectlons.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO lb uplift at joint(s) except at --lb) 3=136,
5=101.
LOAD CASE(S) Standard
Job
Tmss
I rues I ype Uty osmana lasa-LM50
14S2-A
MV2
IFly
VALLEY 2 1
I
Job Reference(optimal)
SouOrem Truss, R Pleroa, FL., 34951
2x4 G
t nn r45
LOADING (psf)
SPACING-
2-D-0
CS'.
OEFL In (lac)
I/da0
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
7.25
TC 0.04
Vert(LL) Na -
We
999
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.03
Vert(CT) Ne -
Na
999
-BCLL 0.0
Rep Stress Ina
YES
WB 0.00
Hom(CT) -0.00 2
We
Na
BCDL 10.0
L Code FBC20171rP12014
Matrix-P
Weight: 5lb FT= 10%
LUMBER -
TOP CHORD 2x4 SP N0.3
BOT CHORD 2x4 SP No.3
REACTIONS. (size) 1=2-0.0 (min. 0-1-8), 2=2-0-0 (min. 0-1-8), 3=241-0 (min. 0-1-8)
Max Harz 1=26(LC 8)
Max Upl1ft1=-14(LC 8), 2=31(LC B)
Max Gravl=47(LC 1), 2 34(LC 1), 3=25(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins.
BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing.
NOTES-
1) Wind: ASCE 7.10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCp1=0.18;
MWFRS (envelope); Lumber DOL-1.60 plate grip DOL-1.60
2) Gable requires continuous bottom chord beadng.
3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads.
4) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)1, 2.
LOAD CASE(S) Standard
o
russ
VW
ply
Oal4and Lake-LotaO
1452A
NV4
VALIF'
2
1
Job Reference optional)
aoumem ,runs , �� r,e,w, ram, uaaa,
Dr4 4 1.Sx4 II
2
3
I
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
In (toe)
Well
Ud
PLATES GRIP
TOLL 20.0
TCOL 7.0
Plate Grip DOL 1.25
Lumber DOL 1.25
TO 0.26
BC 0.19
Vert(LL)
Vert(CT)
n/a -
n/a -
n/a
We
999
999
MT20 244/190
j3CLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix-P
Weight 13 lb FT =10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP N0.3 BOT CHORD
REACTIONS. (size) 1=4-0-0 (min. 0-1-8), 3--4-0-0 (min. 0-1-8)
Max Horz1=S4(LC 8)
Max Upliftl=-35(LC 8), 3=62(LC 8)
Max Grata=116(LC 1), 3=116(LC 1)
FORCES. Ob) - Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown
Structural wood sheathing directly applied or4-0-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd-124mph; TCDL-42psh SCDL-5.0psf; h=15ft; CaL 11; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconament with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1, 3.
LOAD CASE(S) Standard
a
PE 7�051 /7�l
SS�NAL`Enxi
X
Job
nus
TrussType
Y Y
Oeklend Lake- Lot 60
1452-A
UV6
VALLEY
2 1
I
Job Reference o Donal
aoumem , mss , r� rrerw. ram., satyr
2
3
2x44 1.5x4 II
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
Coo) Well
Ud
PLATES GRIP
TOLL 20.0
Plate Grp DOL 1.25
TO 0.73
Vert(LL)
We
- n/a
999
MT20 244119D
TCDL 7.0
Lumber DOL 1.25
BC 0.56
Vert(CT)
n/a
, - n/a
999
.BCLL 0.0
Rep Stress Ina YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Weight 20 lb FT=10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 1=8-0-0 (min. 0.1-8), 3=6-0-0 (min. 0.1-8)
Max Horz 1=105(LC 8)
Max Upliftl=-57(LC 8), 3=101(LC 8)
Max Grav1=190(LC 1), 3=190(LC 1)
FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown.
Structural wood sheathing directly applied or 6-0-0 oc puffins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 0o bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL= 42psh BCDL=5.0psf; h=15ft; Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcu ent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable ofvdthstanding 100 lb uplift at joint(s)1 except (It -lb) 3.101.
LOAD CASE(S) Standard
\\t1M18 ///PE
SA/
46
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