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HomeMy WebLinkAboutTRUSS PAPERWORK", o1-fa
FILE COPY
KtCtiVtD SOUTHERN TRUSS COMPANIES, INC.
SOU-rHERN
JUN 07 2019 RANDY@SOUrIMRNTRUSS.COM
TRUSS
2590 N. KINGS HIGHWAY
/ FORT PIERCE, FL. 34951
�• Lucie County, Permittin68 0) 232-0509 / (772) 464 4160 / (772) 318-0016 Fax
CO M PAN 1 E
Project Ma—e and Address: OAKLAND LAKE
Occupancy 2 Single -Family
Lot_G Block
Truss Company- Southern Truss Companies,
County: STLUCIE
Inc.
SCANNED
Commercial
Commercial
BY
Truss Engineering Program: Mitek Engineering
Plates By:: Mitek plate ;
St. Lucie County.
Contractor / Builder. RYAN HOMES
Model: 1452
Elevation: A Options: LANAI
STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet
have been designed and checked for compliance
with Florida Building Code FBC2011.
The truss system has been designed to provide adequate resitance to wind load and forces as required by
.the followingprovisum:
ROOF
FLOOR
Top chord live load: 20 P.S.F.
Top chord live load: — P.S.F.
Design criteria: ASCE 7-10: 160
MPH Top chord dead load: 7 P.S.F.
Top chord dead load: — P.S.F.
Engineer. Brian M. Bleakly
Bottom chord live load: l0{ P.SF.
Bottom chord live load: _ P.S.F.
Address: 2590 N. Kings Highway
Bottom chord dead load: 10 P.S.F.
Bottom chord dead load: — P.S.F.
Fort Pierce, FL. 34951
Duration factor. 1.25
Duration factor. —
Mean height 1 S
Exposure: C
*10.0 P.S.F. bottom chord live load nonumcu rrat with any other live loads.
This is an index sheet submitted in accordance with the Department of Professional Engineering.
Tallahassee, FL. Engineering sheets are photocopies of the original design and approved
by me.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
1
Al
21
16
41
61
81
96
2
A2
22
J58
42
62
82
97
3
A3
23
J5
43
63
83
98
4
A4
24
J5A
44
64
84
99
5
A5
25
J4
45
65
85
100
6
A6
26
1 13
46
66
86
101
7
A7
27
J3A
47
67
87
102
8
A8
28
J2
48
68
88
103
9
A8GL
29
11
49
69
89
104
10
B1
30
V8
50
70
90
105
11
B2
31
V4
51
71
91
106
12
'B3
32
MV6
52
72
92
107
13
B4G
33
MV4
53
73
93
1108
14
Cl
34
MV2
54
74 .
94�-1
L09
15
C2
35
CJ7
55
75
95
.f---110.;
;':__:
16 C3G 36 C17A
56 76
17 Ll 37 CJ6
57 77
18 L2G 38 CJ4
58 78
19 J7 39
59
20 J7A 40
60 80
` . -• • . '
As witness by my seal, I hearby certify that the above information
is true and correct to the best of my knowledge and belief.
Name: Brian M. Bleakly Lic. #76051
V31.•t
f
TYPICAL DETAIL (9 COR.NER. - HIP
~ NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT
for Wood Construction. p UP To z
132.5j per Nail (D.O.LFactor=1.00) 65 — 2-16d NAILS REO'D.
rids toe nails only have 0.83 of UP TO 394# = 3-16d NAILS REQ-D.
'lateral Resistance Value.
. ...? 2 SOD SOO 40
use 2-15c
toe nail
Typical jack 45'
attachment
CORNER JACK GIRDER
H7
1 1 aye S-ltif
toe noR
TYPICAL. CORNER LAYOUT & i-16d
\. . .
Typical Hip —jack'
attachment
CHORD
HANGERS
FASTENER
GIRDER
JACK
J1—J3 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — — -
-BC
— — — — — ——
2-16d nails
-—-—
J5 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — — —
BC
——-----
2-16d nails
-—-—-
J7 TO HIP GIRDER
TC
— — — — — — —
3-16d nails
— — — — —
BC
— — — — — ——
2-16d nails
——-—-
HIP JACK GIRDER (CJ7) TO HIP GIRDER
TC
— — — — — — -
3-16d nails
— — — — —
BC
— — — — — ——
2-16d nails
—--—
MINIMUM GRADE OF
S
SM wcR: OOx5FBC17
T.C. 2x4YPNMEIER ?L
B.G 214 SYP
BOMM 00 10
TOP 20
wms 2v4 slY Na3 SPACING 24' O.C.
4-SOUTHERN
TRUSS Fart Pierce Division
2590 N. Kings Highway,
COMPAMIES (800)232-Polo ' FL (7772)4645-1-4160
Fax.(772)31 B-0016
Brian M. Bleakly Struet Eng #76051 2590 N. Kngs Highway, Ft Pierce, FL 34951 772-464-4160
i
TYPICAL DETAIL @ CORNER - HIP
NOTE NDS=National Design Specifictions
for Wood Construction.
132.5# per Nail (D.O.1-Factor=1.25)
nds toe nails only have 0.83 of
lateral Resistance Value.
12
CORNER JACK GROER
ALLOWABLE REACTION PER JOINT
UP TO 2651 = 2-1ed NAILS REQ-D.
© UP TO 394E = 3-16d NAILS REQ-D.
use 2-16d
toe nail
TC & BC.
Typical jack 45'
attachment
use 3-16E
%toe nail O
TYPICAL CORNER LAYOUT it 2-16d
Typical Hip —jack!
attachment
CHORD
HANGERS
FASTENER
GIRDER
JACK
J1—J3 TO HIP JACK GIRDER
TC
— — — — — — —
2-15d nails
- - - - -
BC
- - - - - --
2-16dnails
-----
J5 TO HIP JACK GIRDER
TC
- - - - - - -
2-16d nails
- - - - -
BC
- - - - - --
2-16d nails
- - - --
TC
- - - - - --
3-16dnails
- - - - -
BC
- - - - - --
2-16dnails
- - - - -
HIP JACK GIRDER (CJ5) TO HIP GIRDER
TC,
- - - - - - -
3-16d nails
- - - - -
BC
- - - - - --
2-16dnails
- --
IIMUM GRADE OF Wl,
T.C. 2s4 SYP R
BA — 2i4 -SYP 02
WEBS 2s4 SYP Na3
LOADING (PSF) If
L 0 TE
1W.. 20
BDT10M 00 10
SPACMO 24 0.0
Fort Pierce Division
TRUSS 2590 N. Kngs Highway,
Fort . COMPANIES (800)232 O9 S e (772)464-4160
nBg//r..sa afQ e,o�m Fax:(772)31 B-0016
Brian M. Bleakly Struct Eng #78051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160
E
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MINIMUM GRADE OF LUMBER
Top Chard 2x4 GYP %2 or ballar
Boll Chord 2x4 SW 0 or bN or
Wabs 2A4 GYP j41 or b:tE
RUM 10 BEIM OFSION FOR VASHEO PLATO
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19 N OOf GP OVEN AND7NB �P OFNPD oiMeilPPdRTw'o lfluss.
REM TO ENONEPR'O SEAlta PESION FOR REQUIRED PORIN SPAOINO.
710 INIZAR. B APPLICABLE FOR 1HE FOUDORIII MND CONDHIONSr
f
MPH Tmv, Ill' Lim Nor. NOE 7;10 CLOSED BUIo.
LAPJ117,I0/ ANYoRNFAE IN ROOF. 1 ML FROM Ci w
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SPPUCCEZ
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WEB BRACING CHART
WEB LENGTH
REQUIRED BRACING
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NO BRACING
10 i" BRACE. SAME GRADE; SPA IE9 AS WEB
7'0" TO 10'
MEMBER, OR BETTER AND BOX LENGTH OF WEB
MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C.
20 'T" BRACE. SAME CRADE, SPECIES AS WEB
10' TO 14'
MEMBER, OR SERER AND 00 NGOO/WCE
MEMBER. ATTACH WITH 15d NAI
2'
*ATTACH PIGGYBACK Wmd 5"x5x1/2' COX PLYWOOD WTIH "Ild NAILS IN EACH BOTH FACES
I
O.C. MAX.
JOINT
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34'
38'
52'
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I Io anal dmoae. 1
SCAB -BRACE -DETAIL I ST - SCAB -BRACE
Note: Scab -Bracing to be used when continuous
lateral bracing at midpoint (or T-Brace) is
impractical.
Scab must cover fire length of web +h B".
THIS DETAIL IS NOT.APLICABLE WHENBRA ZING IS —
REQUIREDAT'1id•POINFS OR ImBRA'CE IS -SPECIFIED. -
APPLY 2x SCAB TO ONE5 FACE OF WEB WITH "
2 ROWS OF 1 Od (3-X 0.131-) NAILS SPACED 6"O.C.
SCAB MUST BE THE SAME GRADE, SIZE AND
SPECIES (OR BETTER) AS THE WEB.
�\ MAXIMUM WEB AXIAL FORCE = 2500 ms
MAXIMUM WEB LENGTH =12'4°
SCAB BRACE 2X4 MINIMUM WEB —
SIZE -MINIMUM WEB GRADE OFA3
NOS� / Sedan DefaO
Scab -Brace
Web
Web
Sc"race must be same species grade (or better) as web member.
L-BRACE DETAIL
Nailing Pattern ,
L-Brace size
Nail Sde .
Nail Spacing
1x4orB
1od
8%.c.
2x4, 6, or B
16d
8• D.C.
Note: Nat along entire length of L-Brace. '
(On Two-PVs Nat to Bath Pies): ;
U&
r9
Web
Note: L-Bracing to be used when continuous
WeraPbracing is tmpmcUcal. L-brace
must cover Wre of web length.- "
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L-Brace Size
for One -Ply Truss
Specified Continuous
Rows of lateral Bracing
Web Size
1
2
2x3 or2x4
IA
2>�
yr8
«.
DIRECTSDBSTnVTION NOTAPLICABLE.
L-Brace Size
forTwo-ply Truss
Spedfied Continuous
Rows of Lateral Bracing
Web S¢e
1
2
2x3 or2x4
2x4
...
2x6
2x6
�«
ydi
2X8
•••
—DIRECT SUBSTITUTION NOTAPLICABLE
T-BRACE / [-BRACE DETML
Note: T-Bracing / I -Bracing to be used when continuous lateral bracing
is impradicaL T-Brace / I -Brace must cover 90% of web length.
Note: This detail NOT to be used to coti0ert T-Brace ! 1 Brace
webs to continuous lateral braced webs.
Nailing Pattem
T-Brace size
Nall Srze
Nag spacing
1x4 or US
10d
8" mm
2z4 or 2xB or 2x8
16d
8' O.C.
Note: Nail along entire length of•.T--Brace ! I -Brace
(On Two -Ply s Nag to Both Plies) .
altemate position
©5
Section Deftol
T-Brace
-'->.M1Web
attemata position
Nags
Web
Nags
1-Brace
SPACING
_
Brace Sime
for One -Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size"
1
2•
2x3 or 2x4
1x4 (7 T-Brace
1x4 r) I -Brace
2x6
US (q T-Brace
2x6 I -Brace
W
j2x9 T-Brace
2x8 I -Brace
Brace Size
for Two -Ply Truss
Specfied Continuous
Rows of lateral Bracing
1
2
2x4 T-Brace
2x4 I -Brace
nor
2x6 T-Brace
2x6 I -Brace
2x8 T-Brace
�g I Brace
r Brace / Mace must be same spades and grade (or better) as web member.
(7 NOTE fi SP webs are used in the trLw, 9x4 or 1xS SP braces must be stress
rated boards with design values that are equal to (or better) the truss web
design values.
=or SP truss lumber grades up to #2 wbh lX bracing material, use IND 45 for T-Brace/I-Brar
=or SP truss lumber grades up to #1 with 1)_ bracing material, use IND 55 for T-Bramn Brac
i
Job
IN55
1russ 1we
Hanes-1462A
14m.A
Al
CANYON 1 i
_..�
Job Reference(opflonan
cuss, R Rom, FL, UMI
-1:699
i
Wo mlesHS11 - 3x4=
4s6 = 3x4 =
3x4= 4x8= 3x4=
3x10 M1aSHS II
141-0 9-&6 3 24-11J 32-6f0 4141-0 14-0 424141
7-f0-8 l 7-f043 l 7-10.8 1 8-2fi�-0—d.
Plate Offsets (XY1- 11.0.0-14
Edael fl:D-0.4 Fdael
19:0-0-14 Edge] W.044 Edgel
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL
of (lacy
Udell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.96
Vert(LL)
022 12-13
>999
240
Mr20
244MOO
TCDL 7.0
Lumber DOL 125
BC 0.76
Vert(CT)
-0.4212-13
>999
180
M18SHS
244/190
BCLL 0.0
Rep Stress Ina YES
WB 0.59
HorgCT)
0.13 9
Na
n/a
BCDL 10.0
Code FBC2D17/rP12014
Maab[3
Weight 213 Ib
FT =10%
LUMBER -
TOP CHORD 2X4 SP No.2-Excepr
Tt: 20 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP Nc.3
WEDGE
Left 2x6 SP No.2, Right 2x6 SP Na2
REACTIONS. Pb/size) 1=152910-" (mim 0-1.8), 9=152910.8-0 (min. 0-1-8)
Max Horz1=159(LC B)
Mu Uplift1�529(LC 8), 9�1529(LC 9)
BRACING -
TOP CHORD Structural wood sheathing dire* applied.
BOT CHORD Rigid reffing,direetly applied or7-5.6 oc bracing.
MTek recommends that 5tabOaers and required aoss bracng be
installed during in= erection, in accordance with Stabifina
Installation guide.
FORCES. (lb) - Max. C004LU c Ten. -AO forces 250 (b) or less excopl when shown
TOP CHORD 1.2-325911114, 2-3�3a83/1077, 3-4=2966H095, 4-5--2377/885, 5-0=2377/965,
6-7=2966/1095, 7-8=3083/1077, 8-9=-7258H 114
BOT CHORD 1-15=10972934, 14-15=81412449, 13.14=81412449, 12-13--45011809,
11-12 6542449, 10-11=6542449, 9-10=936/2934
WEBS 5-12-�291774, 6-12--650/441, 6.10=215/564, 8.10=297297, 513=329/774,
4-13�501441. 4-15=215/564, 2-15=297297
NOTES
1) Unbalanced mof five loads have been considered forthis design
2) Wind: ASCE7-10; VulrlsOmph (3-second gust) Vasd--124mph;TCDL=t.2pe,, BCDL=S.OpsF h=15ft Cat It Exp C; End, GCpr-0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) AO Plates are MT20 plates unless otherwise indicated.
4) This truss has been designed fora 10.0 psf bottom chord live bad nonconcunent with any clher Ova loadL
5) Provide mechanical connection (by otters) of truss to bearing plate capable of v thshanding 529 to upOR atjoint 1 and 5291b uplift atJoint 9.
ribs Joe
Ryan Nunes-1462Ad
PNs
1451-A
A2
COMMON 2 1
Job Reference arW
SmMwn TN .PL nX 3n, Po 8200a Nw302017 Atmt 6200a Nov 302017 MTex ln4isaies, bic Fa JW 611AR0]2me Pape1
ID: EaPMh1,CWA018X7'VPdz75 -1j! XKPMSNIkdGgpiD5GO4HuylURXVsey..Z_pue
7S9 1373 1%U ,,��1t.p..ppyy�� 28613 348-13 42-041
' 7S3 ) 8-2�1 St0-73 r1-60 r140 28 43 64-D I 75.1 �
Scale - 1.74.0
3 f = 3X5
5AD 12 5h5 =
v
3r10MlES14SIl
3X4 416— 3x4=
3x4= 44= 3x4= 3xI0M185HS11
1�L0 9.2&
I 170-13
24-i1-3
32-&10 41-0-0 42-0B
MI
9-2�
1
7_t 0.e
1 1
Porte Offsets (XY)—
H:04M,FJi0e1, f1:0-0-14.Edae1. t5:0312,0-2�1.
16:0-2-8 0301
17:0312.0-2-81
111:043-14 Edoel 111:0-04.Edoe1
LOADING(psl)
SPACING- 240-0
CSI.
0EFL
in poc)
Btlell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.84
Vert(LL)
028 14-15
>999
240
M1720
244/190
TCDL 7:0
Lumber DOL 125
BC
0.76
Vert(CT)
-0.51 14-15
>968
180
M18SHS
2441190
SCLL 0.0
Rep Stress Ina YES
WB
0.52
HNz(CT)
0.13 11
We
We
BCDL 10.0
Code FBC20177fPM014
Matrix-S
Weight211lb
FT=10%
LUMBER -
TOP CHORD 2x4 SP M 31 'Em:epr
T2: 2x4 SP Na2
ROT CHORD 2x4 SP M 31
WEBS 2x4 SP Na3
WEDGE
Left 2x6 SP No2, Right 2x6 SP Na2
REACTIONS. (lbWM) 1=152910-8-0 (min. 0-1-8). 11=1529/08-0 (min. 0-141)
Max Horz1=148(LC 8)
Max Uplift1=517(LC 8). 11=517(LC 9)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc puriins.
BOT CHORD Rigid cling directly applied or 7.612 oc bracing.
MTek recommends that StabO'¢els and required crass bredng be
installed during truss erection, in accordance with Stabib er
Installation. nuide.
FORCES. (ib) -Max. CampJMmc Ten.-Ati fa o 250 (Oh) orless exoaptwhen shown.
TOP CHORD 1-2= 426711089, 24�308B11051, 3-�(M21`1069, 45=2368/826, 741--M66/827,
8-9�3012J7069, 9.10=308811051, 10-11=326711080, 5.6=21331610, 67=21331810
BOTCHORD 1-17=10652945, 1617=7642428,15-16=76412428, 14-15=427H826,
13-14=6152428,12-13=- i152428,11-12=9172MS
WEBS 614=2961729, e-14=5901402, 612=2321M, 10-12--3181313, 615=29SR29,
4-15=-59014(11, 4-17=2311585, 2-17=3laMl2
NOTES-
1) Unbalanced roof five loads have been considered for this design.
2) Wind: ASCE 7-10; Vu"- 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0pst h=15fk Cat It Exp C; End., GC01--0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to preventwater pondmg.
4) Ali plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chord five load nonconeunentwith arry other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable ofwfthstanding 517 lb uplift atjaim 1 and 517 lb uplift atjoird
11.
LOAD CASE(S) Standard
t i FE_Z,6�D51 /J i
s1T3F���Q�
ORID
rues
I run lype
Ryan es-1d52A
td52-A
A3
HIP 2 1
b6 Reference (optimal)
asunam inca.n Wane, FL, 3lsal R a srvww[u1i tmr6 hh.%W arvwAa117 miler nmooN h "aa 511.O Wls Pagel
ID:EePOUIwCWA015wSO7vTFdff5d41v8Pkg4D5teLnts611 W4xdR7LyMAX`AMAlwLLpuS
fi33 11d5 17di-0
l 7-0m 248-0 30511 35-9-t3 42-00
l 63-3 l: 54-t i fi0-t1 i 64t1 i 5-2-1 l 6b3 1
Sale = 1:70.4
Sri =
3x5 = 3x4 = 4ffi = 3x4 = 34 = 4ffi = 314 = 3x5 =
/1m l7Aa
58q , 8LJ 17M ]46.0 ]b]-ts aDe-0 aL60
&1.1s i 9-0� f &t-1s i 6Ad
Plate Offsets (X.Y1-
H:0-10.0d$, 16:0-54,0.2-01.
[12Z310,0-2-0]
LOADING(psQ
SPACING- 2-M
CSL
DEFL
in (ico)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.93
Ved(I)
-020 16
>999
240
hn 20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.42
Ved(CT)
-0.41 18-18
>999
180
BCLL 0.0
Rep Stress lnrr YES
WB 0.77
Hoa(CT)
0.13 12
n1a
We
BCDL 10.0
Code FBC2017nP12014
MatuS
Welghl:22716 FT=10°,5
LUMBER -
TOP CHORD 2x4 SP No2
SOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No22-11.8, Right2x6 SP No22-11-8
REACTIONS. (IWSae) 1=152910.BA (min. 0.1-8), 12-1529/68-0 (min. 0-1-8)
Max Hors 1=133(LC 8)
Max Uprdn=501)(1-C 8),12=500(LC 9)
BRACING -
TOP CHORD Structural wood sheathing ditec y applied.
BOT CHORD Rigid calling directly applied or7-8-0 oc bracing.
WEBS 1 Rowatmidpt 6-15
MTek recommends that StabMcz and required cross bracing be
Instated during truss erection, in accordance with Stabilizer
Installaton uide.
FORCES. pb)- Max. CompJMalc Ten. -ADforces 250 Vol or tress except when shmun.
TOP CHORD 1.2--3256H053, 23=317811065, 3-"(136/951, 45=29371960, 5.8=2355rm,
6-7=21241755, 7.8=-23561777, 8-9=2937/960, 9.11)=-30361951, 10.11=417BM066,
11-12--,125SM053
SOT CHORD 1-18=10332933, 17-18=80512618,16.17=-8O5Y2618, 15-16=5042124,
14-15= 67212618, 13-14=6722618,12-13=90D2933
WEBS 3.18=237256, 5-18=711428, St6--643f385, 6-16=1 B51556, 7-15=1171557,
8.15=6431385, 8-13=721427,10-13=2372W
NOTES
1) Unbalanced roof the loads have been considered for the design.
2) Wind: ASCE 7.10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.0pst; h=15$ Cat 11; Exp C; Encl., GCpr4.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pondng.
4) This truss has been designed for a 10.0 pal bottom chord fine load nonconcorrerdwith any other five loads
5) Provide mechanical connection (by others) of truss to bearing plate capable of wiMstanding 500 fo uplift: at joint 1 and 500 @ upOR at joint
12
LOAD CASE(S) Standard
PE76051 \�
I
I M .11
STAE?'
ORID
MA
145i.A
Sys =
3x4= fixii=
Scale -1:70A
Sys = 15z4 If 3wfi _ ax — bhm — "m _ 1.5z4 II 315 =
3x4
LOADING(pst)
SPACING- 2-0-0
CSL
DEFL in
(lox) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.79
VertU) 024
15 >999 240
h fm 244M90
TCDL 7.0
Lumber DOL 125
BC 0.83
Vert(CT) .0.44
17-18 >999 180
BCLL 0.0
Rep Stress Ina YES
WB 025
Horz(CT) 0.19
11 rda Na
BCDL 10.0
Code FBC2017/fPM014
Matri*S
Weight230110 F17=10%
LUMBER-
BRACING -
TOP CHORD W SP No.2'Except'
TOP CHORD
Structural wood sheathing directly applied.
T2 2x4 SP M 31
BOT CHORD
Rigid cellmg directly applied or 64-0 oc bracing.
GOT CHORD 2x4 SP No2
WEBS
1 Row at midpt 3-17, 6.14, S44
WEBS 2y4 SP No.3
MTek recommends that Sfabil¢eJs and required cross bracing be
SLIDER Left 2x6 SP No2 4 3-5 , Right Zd SP No2 3-8-4
installed during truss erection, in accordancevrith Sta 11M
Installation auiide
REACTIONS (Mize) 1=1529/0-0-0 (min. 0.1-13), 11=1529/0-M (min. 0.1-13)
Mar Homl-116(LC 9)
Max Up5m=-460(LC 8), 11=460(LC 9)
FORCES. (m)-Mac ComplMax. Ten. -AO forces 250 Qb) w less except when shown.
TOP CHORD 1-2-3275I966, 2—�-4149/983, 34=2591/846, 45=2506/669, 5E=2437/904,
0.7=2279/838, 748=2505/367, 85=2591/B44, 940131491994, 10-11=-3275/967
BOT CHORD 1-18=9332950, 17-18=9332950, 16-17=16122291, 1516=6122291,14-15=-0872448.
13.14-3352951, 12-13=-83512951, 11-12-8352(151
WEBS 3-18--01314, 3.17=706/420, 5.17=10(1/462, 5-15=107/396, 6-14=-435/137,
7-14-132$27, 9-14=707/422, 9-12-=0/311
NOTES
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7.10; VuIt=76omph (3-second gust) Vasd=124mph; TCDL= 42pst BCDL=S.Opst h=15$ CaL It Exp C; End., GCpk0.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pondmg.
4) This truss has been designed for a 10.0 psi bottom chord We load noraonc mentwith any other live loads
5) Provide mechanical connection (by others) of buss to Clearing plate capable ofwithstandmg 480lb upSR at pint 1 and 480lb uplift at joint
11.
LOAD CASE(S) Standard
\\\\\\III I f ill/,
PE 51
fy l3-P� �tkr�
ORIO_ .
&�Orvai �SlE0G��`�\\
Jon
cuss
roll I ype Y Rymi Hamel-1452Ad
1452 A
AS
MP 2 7
Job Reference o rm
baMeln Tma, Ft Pwc% FL,.3401 80NCWA016 07VTF-IVBP 2 a9WWWN�TeklM.
nEasNM Im FnJ 811:0=8 Pao,I
kgcLDR&—M1M(pcdQftszA_5?t—AWz-Pu5
7bi4 13$0 21-0-0 2880 3/-itd 42fiO
41_16 7�i0 4i-0 6-SQ 7W
W=
15X4 II W _
Scale =1:692
3x5 = 15x4 II 416 = 3t®= 3A = 15x4 11 315 =
3A = 4xB =
fi0 43441
t ]Otd 1350 21b0 ffi4-0 34113 40a0 446a ,
I tom{ I 6$3 �I �I fi33 1 581= O�T01
Plate Oasets (X Y)- It-03-10
0-3-01 14'0S40.2-87 160,W 0.2-n I9'D310 0-3-01
LOADING (psi)
SPACING- 2-0-0
CSL
DEFL in (toe) Udell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.96
Vat(LL)- 029 13 >999 240
rim 2441180
TCDL 7.0
Lumber DOL 125
BC 0.79
Vert(CT) -0.5213-15 >85/ 1B0
BCLL 0.0
Rep Stress Ina YES
WB 0.56
Hort(CT) 0,19 9 We We
BCDL 10.0
Code FBC2017/IP12014
MatrkS
Weight 223 Ib FT =109A
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
SUDER Left 2x6 SP No23I-13, Right 2n6 SP 11 234-13
r
REACTIONS. (mis¢e) 1=152910.&0 (min. 0.1-13), 0=1529I0-8-0 (mirt (1-1-13)
Max Horz 1=103(LC 9)
Max Upliftl= 472(LC 5), 9=472(LC 4)
BRACING-
TOPCHORD Structural wood sheathing directly applied.
SOT CHORD Rigid calling ?recdy applied or 6-2-10 oc bracing.
MIT& recommends that Stabilizers and required =as bracing be
Instated during truss erection, in accordance with Stabilizer
Installation oukka
FORCES. (lb) - Max. CompJMwL Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2---3281/1030, 2-3-3164I1045, -h= 27241963, 45=2855/1104, 5-6=2a5511104,
6.7=2724/963, 7-8- 3164H046, 8-9=-328111030
BOT CHORD 1-16=8972855,15-16=.5972955,14-15=723/2461,13-14=7232461,12-13=719f2461,
11-12--7182461, 10.11=-89412955, 9-10=-8942955
WEBS 3-16=0269, 315=S63f351, 4-15=791443, 4.13=2261644, 5-13=-457/348,
6-13=226/644, 6-11=79/443, 7-11=553/352, 7-10=D1269
NOTES-
1) Unbalanced roof We loads have been considered for this design.
2) Wlnd: ASCE 7.10; VUR-160mph (3semM gush Vasd=124mph; TCDL=4.2pst BCDL=S.OpsF, h--151[; Cat It E1y C; Encl., GCpf=O.18;
MWFRS (envelope); Lumber DOL=I.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pond'mg.
4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcunerdwith any other live loads
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 in uplift at Joint 1 and 472 lb uplift at joint 9.
LOAD CASE(S) Standard
PE6051
1 1
I A,• +
0e�\ ORIV
//SS7CONA i )0
p
1u¢
I rY� ype
Ryan es-1
1452-A
Ali
HIP 2 1
.lob Reference
SouV,mn Trma. K Piartn, FL, M951 Rurt 8200 s Nw 30=7 Pon[ 82p0 a Nw 300t] A4-rektMusinea, Vw Fri JW 811:88:09 2➢18 Pape 1
ID:EeP0UWCWA016.SO7vTFdz?5=?.y0Rd�7Ra02wYFZMp9h9IG7vI0JIB6Ggjddz�ud
MINM 17-100 24.2-0 30ad 3641-2 42-0a
6Qt1 � 8.4-0 8+0 8614
ii
Sty =
s nor
34 = ate — U4 = Sx5 =
e e • a
Scale -1:69.3
3x5 = 15t4 II are = 4X = 3x4 = 416 = 3x8 = 15t4 11 3t5 =
/.Fa d2-0O
t-0q f.0.14 11Fa 2f-0A 2aSa 3f11-Z 40.60 4tpD
SFd� NF14 ISb�l 9Sa l &&0 � fi3 I 4&i/�IIE�
?I-0 1-0O
Plate Offsets Myl-
WD3-10,030]. 11:0-1-14,Edgel.
[I l:0.3.10.0-3-0I.
f1111.43,Ed0e1
LOADING(pst)
SPACING- 2.0-0
CSL
DEFL.
in pco)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate. Grip DOL 125
TC
0.59
Vert(L.L)
0.31 15
>999
240
urm 2441190
TCDL 7.0
Lumber DOL 125
BC
0.45
Vert(CT)
-0.56 13-15
>979
180
BCLL 0.0
Rep Stress Incr YES
WB
1.00
Hom(CT)
0.15 11
rda
Na
BCDL 10.0
Code FBC20171TP12014
MabuS
Weight 218lb FT =10%
LUMBER -
TOP CHORD 2x4 SP NO2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No-2 2-10-5, Right 2xe SP No.2 2-105
REACTIONS. (lb/size) 1=152910-8-0 (mfi. 0-1-8), 11=152910.8-0 (min. 0-1-0)
Max H=1=BB(LC 10)
Max UPHMI 497(LC 5), 11�497(1.0 4)
BRACING -
TOP CHORD Structural wood sheathing dire* applied ar 2.93 be purlins.
BOT CHORD Rigid eating directly applied or 74-7 oc bracing.
NbTek recommends that Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stabilizer
Installation gulde.
FORCES. (lb) - Max CompJMax Ten. - All forces 250 (lb) or less except when sl o .
TOP CHORD 1-2-„'30111099, 2-3=324811113, 3.4=-2B88N051, 45=2838M010, 6.8=328011257,
6-7=,3280M267, 74i=-2S3WI010, 8-9-288SH051, 9-10=.324811113, 10-11=-330111099
BOT CHORD 1-18=96512974,17-18=96512974, 16-17=111713216, 15.16=111713216,
14-15=111513216, 13-14=111513216,12-13=961Q974,11-12--961/2874
WEBS 3-17=4031292, 4-17=20WI12, 5.17=84M81, 7-13--64gf381, 8.13=2oarM ,
9-13= 4031=2
NOTES-
1) Unbalanced root We bads have been considered for this design.
2) Wmd: ASCE 7.10; Vu"- Stimph (3-second gush Vasd=124mph; TCDL= 4.2W, BCDL=S.OpsF h=15fS Cat It Exp C; End, GCpi--0.18;
MWFRS (envelope); LumberDOL=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 [bad nonconomentwith any other five loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of vdthstandng 497 It, uplift at joint 1 and 497 to uplift at Joint
11.
LOAD CASES) Standard
i kr-ENSF����/i
PE 6051 `L
I
Xt ORIDP
job
ITUSS
Imss lype Ryes Hmna-/ Ad
1452-A
A7
MP 2 1
Job Retemrra LoRfeng
SmnMtn TN ,R Pwu FL, 34811 rLm: tl2Wa NOV 302a1]PIfR or le
201]xLTek nbesfiee, ItK FrlJW 6l1:a0:W 301tl Y6901
ID:EaPOuhuCwAo1sw5O7vrPdnsdC-m5iay0Rd PaRaO2wIffZMpA'hIFiTVI�96G®rAM1{,pW
6a-14 88-0 17-2A:t24-&7 37a82£.0 36-tt-2 42-0-0
14 4S2 Y 1
W _ 1-S&A II 3M = 3x4 =
5.0012 4 „ 5 6 7
SO =
Scale =1:692
IMIMIP
MEN
mm
-.AAF
5x7 = 17 16 15 14 73 12 5x7 =
3x5 = 3x4 = 4i5 = 3di = 314 = 4x6 3x4 = 3c5 =
iJ-0
itch
1-041
66D
17Z9
24a7
324:a
�
4PB0
444a
Y3d�
sxo I
� I
a1�1
Sae
6.zo
p,1-0
14W
Plate Offsets (%)'I- 11:0-3-10
0441 f4:0S-4 0.2-01
f8:OS4 0-2-0), 111:0310 0301 H5:0.2.8 0.1Aj
LOADING(psl)
SPACING- 2-0-0
CSL
DEFL.
in Qoc)
Udell
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.58
Ved(LL)
0.38 14-15
>B99
240
MT20
244/193
TCDL 7.0
Lumber DOL 125
BC 0.42
Vert(CT)
-0.64 14-15
>772
180
BCLL 0.0
Rep Stress Inns YES
VIB 0.77
Hoc(C)
0.15 11
Na
Na
BCDL 10.0
Code FBC20171 P12014
MabixS
Weight 212 m
FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No2'ExcepY
TOP CHORD Structural wood sheathing directly applied or 340-14 oc purfms.
T2,T3: 2x4 SP M 31
BOT CHORD Rigid calling directly applied or 6811 oc bracing.
BOT CHORD 23(4 SP M 31 •
WEBS 1 Row at midpt 7.15
WEBS 2x4 SP No.3
MTek recommends that Shabg¢era and required cross bmcng be
SLIDER Left 2x6 SP No2 2-3-8, Right 26 SP Not 238
insla0ed during truss erection, in accordance with Stabilizer
Installation oulde.
REACTIONS Walze) 1=1529/0-BA (min. 0-1-8). 11=1529M8-0 (min. 0-1-8)
Max H=1=73(LC 9)
Max UPDM=.523(LC 5), 11=523(1.0 4)
FORCES. (lb) - Max. CompJMax Ten. - Ali tortes 260 (Ib) or less except when shown
TOP CHORD 1-2---3273H2O4, 2-3 2M OM211, 3- = 04611137, 45=3899/1674, 56=3699i1574,
6-7=3B99H574, 75-3900/1575, 8.9---3048/1136, 9-10�3219i1211, 10.11=427311204
BOT CHORD 1-17=10572940, 16.17=9372793, 15-16=9372793,14-15=1429/3900,
13-14=9342793,12-13=9342793, 11-12=1054294D
WESS 3-17=176264, 4-17=14/368, 4-16=559/1341, 6-15-43UM, 7-14=474/330,
B-14=56011342, B-12-141368, 9-12=n6264
NOTES-
1) Unbalanced roof We bads have been considered forthis desk.
2) Wind: ASCE 7-10; Vint=760mph (3-second gust) Vasd=124mph; TCDL=42pst BCDL=5.Opsf; h=15$ Cat II; Exp C; End., GCpk0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to pne erdwater pending.
4) This truss has been designed for a 10.0 psf bottom chord live load mmounamentwith any other We loads.
5) Provide mechanic connection (by others) of truss to bearing plate capable of withstanding 523 m uplift at joint 1 and 623 to uplft at joint
11.
LOAD CASE(S) Standard
NA /O)
tuts
na* type Homes-1452Ad
145T-A
AB
1VW 1PWFpran
SPECIAL t 1
Jab Referenrc o '
awmvn suss, FL rn,6e, r,.., a Mi Hun: 02006 Nw30 TDt] PnK 6.2W s Nw30 TD1] 6eTeklntlus9iec. hhc Fd.pO B ifAM02me Pape 1
ID:EaPOUhuC WAO16wS07Vl=--d4FHGA9MSFl7F45?FUSmou11pR9UvegelKwPHNozyu3
It40� 7a-0 i9-0-0110fiO1 14314 I 27-0-0 1 Z7-9-2 3�1 3" I 4DS0 R2-0-p
140 62-0 160 7i-0 39-14 &&2
7ffi 0 34 =
5.00 12 4 a's = 3x4 =
�5 A
5x5 =
7x8 C
5x5 = 3x4 —
7 ,Br�9� 4 12
Scale c 1:7"
I I SEEM
I —a
7��Man-,
® ffd
21 20 19 /8 17 16 15�=
3x5 = 5x5 = 51S = 3X8 = 54= 5x5 =
0 43pp
t00 , 76-0 14SN 21-04 Z/-8-2 91$0 4080 44-0D
E-b�l 6611 I &s3 � 6Ji2 1�4 I S2�
040 .-•
Plate Offsets (X,Y)—
[3:0.2-12,Edgel. 14:0-M,Ed9e]. [5:0-0-3,0.3-4), [/:0.2$,0.3-01, 19:0b-13,034],1120.2-12,Edge1. [15:0.6.11.0.1-10), [18:0.2-8,0.2-01, 117:0-2-0.0-3-41.
N9424(1,1-41 r20:0-2-00-2-41121:6-D-110-1-101
LOADING(psi)
SPACING- 2-0.0
CSL
DEFL-
in am)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.82
Ved(LL)
0.58 18
>819
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.99
Ve I(CI]
-0.9018-19
>522
180
BCLL 0.0
Rep Stress ber YES
WB 0.78
H=(CT)
0.15 15
rda
Na
BCDL 10.0
Code FBC20171TP12014
MaeocS
Weight 228 Ib tT =10%
LUMBER -
TOP CHORD 2x4 SP No2'ExcepC
T2,T4:2x4 SP No.3
SOT CHORD 2x4 SP No2
WEBS 20 SP No.3
REACTIONS (Ib/sae) 21=1554/0-8-0 (min. 0.1-13). 15=1554/0-e-0 (min. (1-1-13)
Max HOrz21=81(LC 8)
Max uprd121=-626(LC 8),15=-485(LC 4)
BRACING -
TOP CHORD
Structural wood sheathing duchy applied or 2-2-0 oc purfins.
ROT CHORD
Rigid calling directly applied or 2-2.0 oc bracing.
JOINTS
1 Brace at Jt(s): 10
Mlfek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with SIaMTaer
Installation gulde.
FORCES (lb) - Max CompJMax Ten. -AO forces 250 (lb) or less except when shown.
TOP CHORD 1-2- 47W%2-3=2779111(13, 35=-8g6/1587, 58=4D46M672, 6-7=4569/1841,
7.8=4569M B41, 8-9--1024M556, 9-10=3784M477,10-12�3784/1477, 12-13 =2766/846,
13-14=489M90, 34261M19,11-12=2951140, 9.11=2901126
BOTCHORD 1-21=235/489, 20.21=316/489, 19-2D=101012522, 18-19=1597/4048,
17-18=1481/4024,16-17=8172509,15.16=217/512, 14-15=217/512
WEBS 2-21=1397/689, 2-20=6872036, 3-18=-076/1700, 6.19=613/J64, 6-18=219/577,
7-18=-3772a5, &18=3151704, 8-17=-037/393,12-17=741M755, 13-16=i'r4512001,
13-16--1401/543
NOTES
1) Unbalanced roof We bads have been considenad forthis design
2) Wind: ASCE 7-10; Vult-160mph (3-second gusty Vasd=124mph; TCDL=42psf, BCDL=5.Opst; h=15ft; Cal. 11; Exp Q 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 bad nonconcrurent with any other We bads
5) Provide mechanical connection (by others) of truss to hearing plate capable of wilhslandmg 626 b uplift at joint 21 and 485 lb uplift at joint
15.
6) Graphical purl'm representation does not depict the size or the orientation of the purfn along the top and/or bottom chord.
LOAD CASE(S) Standard
PE 6051 i
-O ` S TE'✓9F - i ,.�
ORI /
/'���/-'%NAII�?G\\�\\\ !I
Job
IFUSS
rus
lype
RyanH M-1452Ad
1452-A
AE0.
HiP
1 2
Jobilal nce o
al
ID:FaPOUN,CWA016u507vTFdz7irJ(-MnOU72dVssSYkgsa iHMe6rATk0.,g-i nu,o
1:U 7N 12-11-14 412V W 29A2 3441-0 V21 -0d
114-0I 6-2-0 I 5bt4 a Sb2 I 5-az I 54-2 1 S.rT 1�—I fi2-0
5.00 12
5Y7 =
1.5x4 II
22 23 4 24
US 4xB 1Sx411
tic 6 7 —
3x4 =
316 32 33
5x7 =
9
US S's.» .v 1e -- sr :a - m 4u 41 -- 4z 4a lb -- 40 4a -_
= 3x8 M1BSH6= 1Sx411 3x8= 3x5- 56=
312= 5x8 UB=
1+
Scale -1:692
619„ I
101t
1$
LOADING(pSQ
SPACING 24)-0
CBL
OEFL
in (Ion) Well L/d
PLATES
GRIP
TCLL 20.0
Plate Grip 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)
-0.9316-17 >568 180
M18SHS
244/190
BCLL 0.0
Rep Stress Ina NO
WB 11.80
Horz(CT)
0.12 12 We nla
BCDL 10.0
Code FBC2017/7PI2014
MatrbdS
Weight 432 Ib
FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No-2
TOP CHORD Sburdurel wood sheathing directly applied.
BOT CHORD 20 SP M 31
-
BOT CHORD Rigid Calling directly applied or B-2-0 on bracing.
WEBS 2x4 SP N0.3
OTHERS 2x4 SP No.3
REACTIONS (Ib/sme) 21=28521041-0 (min. 0-1-8). 12=285210.8-0 (min. 0-1.8)
Max H=21=57(LC 8)
Max Up=O 1298(1-C 5), 12=1298(LC 4)
FORCES. (lb) - Max. CompJMalc Tem -AD forces 250 (lb) or less except when shown.
TOP CHORD 1-2=764/353, 23=--4342601, 3-22-7744/3791, 22-23=7743f3791, 4-23=T74371791,
4-24=7743/3791, 2425=774313791, 25-26=7743WO1, 5-26=7743/3791,
5-27=9097/4437, 6-27=909714437, 6-28=9097/4437, 7-28=8097/4437,
7-29=9097/4437, 293D=9097/4437, 30-31=9097/4437, 831=9097/4437,
632-7754/3797, 3233=n5513797, 9-3a=7755r3797, 9-10=543z2600,
10.11=767/359
BOTCHORD 1-21=-3BB1766, 20.21=426/766, 2034=2311/4943, 3435=2311/4943,
10-35=231114943, %W=433519118, 183"33519118, 1837=4MM118,
37-38=433SM118, 17-38= 4335/8118, 1739--433519118, 39-0D=-033519118,
4D41=-033519118, 1641 =433518118,1642--368277754, 4243=3682/7754,
1543=368717764, 15.44-68277754, 1444=3682?754, 1445=23(17/4841,
4546=2307/4941,1346=2307/4941,12-13=.374f770, l l-12=-374f/70
WEBS 2-21=2569H274, 2-20=199014224, 319=157B13274, 4-19=572J500, 5.19=1615/767,
517=01430, 7-16=5537491, 8-16=74511578, 8-14=13881866, 9-14=158713289,
1D-13=-198714219,10-12=2567/1273 '
NOTES-
1) 2-p1y truss to be connected logetherwith 10d (0.131'x3l nails as follows
.
Top Chords Connected as follows: 2x4 -1 row, at 0-9-0 = '
Bottom Chords connected as follows: 2x4 -1 tow at NO-0 oc
Webs cotinected He 1600ws 2x4 -1 row at 0-7-0 oo, Except member2o-2 2x4-1 row at D-s-o m member 203 2x4-1 row at 0-9-0 cc,
member 193 2x4 -1 row at 0.9-0 or, member 4-18 2x4 -1 row at D-9-0 M member 194 2x4 -1 row at 0.9-D cc, member 6-17 2x4 -1 row
at 0-9-0 oc, member 165 2x4-1 mw at 0-9-0 00, member7.16 2x4 -1 row at 0.9-0 oc, member 16-8 2x4 -1 now at D-9-0 or, member B-14
20-1 row at 0-9.0oo, member 14-92x4-1 row at 0-9-0M member 13-92x4-1 row at 0-9-0M member 13-102x4-1 row at 0.9.0 CC.
If noted as front (F) or �erwise indratedOAD CASE(S) section. Ply to PN
loads are considefed equally applied to all plies, d�as
to distributemy loads � �
Connections
M_B� /-/Z��i
un�\\\�\\P�
3) roof fore loads have b for
grs
4) Wind: ASCE 7-1V. Vultt-16Dmph (3.second gust) Vasd=124mph; TCDL= 42pst•, BCDL=:S.OpsF, tR151t Cat II; Exp C; End., GCpr-0.11;' �t i -\GENE ,
MWFRS Lumber DOL=1.60 DOL=1.60
(envelope); plate grip
5) Pmvide adequate drainage to prevent water ponds g. 1{ —r�� 7
6) AB plates are, M120 plates otherwise contented.
t
PE
edunlessfor 10.0
cts�lt�� designed! for a 10.o psi bottom mom live loan noneoncumJd with any Omer Dxa toads
T Y
-101 S—�
//)SONAL
/)
JOD
cuss
truss I ype Ryan Hamel-1462Act
1052-A
ABM
NIP 1 2 Job Reference(Optional)
Sm.. ,cuss, FL new, r., 3495i war n.zw s nwav 2u1] 1vu¢ a,zuu a aavau 3n] rwlek amvstne; ma Frt Jitl 6 t1:eP.1S71He Pape 2
NOTES- IDF Th:CWA0161v507vTPofJSd(-fs�d�U72dVsSYkg9aKVIMgiF8de6rATkaue�L7{pu0
8) Provide mechanical connection (byothers) of busslo bearing. plate capable of whitstanding 1298 Ib upBR atjomt 21 and 1498 lb uplift atjoint 12
9) Hanger(s) or other connection device(s) shag be provided sufficient to support mnrentrated load(s)176 Ib down and 238 to up at 7-64, 94 Ib down and 139 Ib up at 9812, 94 Ib
down and 139 m up at 11-6-12, 94 Ib down and 139 Ib up at 13572, 94 Ib dawn and 1391b up at 15512, 94 to down and 139 Ib up at 17-6-IZ 94 Ib down and 139 to up at
19-S-12, 94 to down and 139 m up at 21-0-0, 94 to down and 139 Ib up at 22-5-4, 94 @ down and 1391b up at 245-4, 94 to down and 139 Ib up at 2644, 94 Ib down and 1391b
up at 2853; 94 Ib down and 139 Ib up at 3D-54, and 94 Or down and 139 to up at 32-5-4, and 176 it, dawn and 238 lb up at 34-6.0 on top chord, and 252 m dawn and 1231b up
at 7-". 70 lb down at 9-6-IZ 70 m down at 11fa12, 70 to down at 13-6-12, 70 to down at 15812, 70 lb down at 17512, 70 to down at 19-Sm12, 70 to down at 214)-0, 701b
dorm at 225-4, 70 to dawn at 24-5-4, 70 to down at 26-5.4, 701b down at 28.5w4, 70 Ib down at 30-5-4, and 70 It, down at 32-5-4, and 252 to dove and 123 lb up at 34-5.4 on
bottom Chord. The designlselecton of such connection deAw4s) is the resporlsibigty of other;.
LOAD CASES) Standard
1) Dead +_Roof Live (betenee* Lumber Inceasc-1.25, Plate Inoreasa=1.25
Unftmn Loads (PM
9-11=54, 1-11=20
32-94(B)
26=94(8) 27=94(13) 26=94(B) 29=94(B) 30=94(B) 31=94(8)
'(B) 427-47(B) 43--47(B) 44- 47(B) 45= 47(B) 46=-47(B)
job
ryS5
1russ ire
RyanN ve-1452Atl
1452-A
Bi
JVW
CDARdom 1 1
Job Reference (opligno
Smxmm Tn=, FL Pie=, FL, 34MI
Lz�:g
Scale = 1:w
LOADING(psf) I SPACING- 241-0 I CSL I DEFL in Qoe) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.70 Vert(LL) -0.12 1-9 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 125 BC 0.66 Vert(CT) -025 1-9 >968 180
BCLL 0.0 Rep Stress Inc YES NB 0.17 Horz(CT) 0.04 6 n1a Na
BCDL 10.0 Code FBC2017/TPI2014 Mabbt-S Weight 96lb FT =10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing dbedly applied or4h0 no purlim
BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiifmg directly applied or B-0-5 no, bracing.
WEBS 2x4 SP No.3 MITek recommentls that Stalazers and required cross bracing be
WEDGE installed during truss erection, in accordance with Stabilow
Left 2x6 SP No2 Installation aukie.
SLIDER Right 2x6 SP N0.22-9-10
REACTIONS. Qblsae) 6=74010-M (min. 0-1-8), 1=740/04-0 (min. P1-8)
Max Horz 1=81(LC 9)
Max Upfdt6=252(LC 9),1=258([-C 8)
FORCES. Qb) - Max_ CompJMax Ten. -Atl firms 250 (lb) or less exceptwhan shoe r
TOP CHORD 1-2=13811484, 2.3=12061440, 3+4=11211405, 4-5=-1215/442, 5-0=1274/428
BOT CHORD 14=45711224, 8-9=204/837, 74�--204IW7, 6-7=-31911093
WEBS 2-9=290/Z7Z 3.9--IWJ449, 3-7=13=29
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuM60mph (3-second gusty Vasd=124mph; TCDL=4.2pst BCDL=5.Dpst h=15$ Cat It; 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 noncunamentwith arty other We loads.
4) Provide medranical connection (ry others) of tmss to bearing plate capable of withstanding 252lb upltlt at joint 6 and 258 lb uplift ad joint 1.
LOAD CASE(S) Standard
ri
\� �` V�CENgF.``
PE 6051
M 'I*�
s ft-OF i �
NA
job
In,
Inuss lype
Ryan Hunan - IA Atl
1451-A
B2
COMMON 1 i
Job Reference(ordjonaQ
i
••••^�••-• .+��+• rau alauc nw:le eulimis n3W CNw9g 2m)ALTekIMt¢fies,Ix Fri JuI Bt1.W.132018 Pape1
I1:EaPOUhVCWA016WS07VTFdi?5dL-t>adnOU72dVsSYkg9aKVlMq,ZMhld(SkpMei 72�u0
H4-0
8-2-7 1g40 .1 tit-7
-a" 168 r680� 38-7 I 6.2�
Scale -1:34.6
314 = 5Z = 314 _
5
I_t-0-0 I 7-1/-f3 134-2 20.4-0
1-0-0 6-11-13 I u5 I i
Plate Offsets OLYF 11:0-0-0.1321
r1:0.1-14.0.0.21
13:0-2-0.0-2-111
I4:0-2-8 0.3-M
r5:0-2-0 0.2-111
rB:04.4 0-0-51
LOADING(psf)
SPACg4G-
24)-0
CSL
DEFL-
in
(toe)
Well
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
125
TC 030
Vert(LL)
-0.12
1-11
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL
125
BC o.e6
Vert(CT)
-025
1-11
>950
180
BCLL -O.D
Rep Stress Ina
YES
WB 0.17
Hori(CT)
0.03
8
n/a
Na
BCDL 10.0
Code F13C2017frP12014
MahixS
Weight 95lb FT=10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No2 TOP CHORD
BOT CHORD 2x4 SP No2 ROT CHORD
WEBS 2x4 SP No.3
WEDGE
Left 2x6SP Not
SUDER Right 2x5 SP N022-9-10
REACTIONS. (mis¢e) 8=740/030 (min. 0.1-8),1=740/04e-0 (min. 0-1-8)
Max Homl1 76(LC 9)
Max UprdtB--247(LC 9), 1=253(1.0 8)
FORCES. (Ib) - Max. CompJMax Ten. -Ali forces 250 (lb) or less except when shown.
TOP CHORD 1-2=1373/468, 2J=1204/424, 5.6=112Of4gi. 6.7=1211/427, 7.8=1268/413,
3-4=1066/416, 45=9951389
BOTCHORD 1.11=43SM215,10.11=1921839,9-10=192/839,8-9--W5/lB88
WEBS 2-11=268t25B, 4-11=172/436, 4-9=131fd17
NOTES
1) Unbalanced roof We loads have been considered for this
2) Wmd: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=1
Structural wood sheathing directly applied or 4-2-13 oe pudms
Rigid calling directly applied or 8-10.12 oc bracing.
MIT& M=nnnends that StahOaers and requded cress bracing be
metalled during thus ereoion, in accordance with StabO¢er
Installation guide.
13=1511; CaL It Exp C; Encl., GCpi=0.18;
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf boeom chord live load nanconanrentwith any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247lb uplift at joint 8 and 253 lb uplift at joint 1.
LOAD CASE(S) Standard
(� PE 76051
ORI
Jw
truss
Inas type
RY.Hemel-1 A
1452.
&4
JQlY JF1Y
HIP 1 1
Job Reference (optional)
>auavJn ram, R Heim, ram, senet W4[ 93W s Nw302f1t] Re¢ 9.31a s Nw302m] sLTek M4uefea, trm Fn A4 611:00:132018 Paga 1
It),.& U'ZCVVAO16wS07vTFdi75rHi9dnOU72dVs5Ykg8al(VNIFq @.A2ad.L1k0ue�7zyu0
I' 6-0-0 I a4-o I 1i
s®te=1'.J3.2
4,4 =
Lads
IE
1.00 8.0-0 13-" 20-40
7-M I s4-0 F 7.
Plate Offsets (X,YI— f1:0-0-0.1
3-21 M:0-1-14 0-0-21, f20-2-4
0-2-4) 13:OS4
0-2431
R:0-2.8,04-21
LOADING(psf)
SPACING- 240-0
CSL
DEFL
in
(bc)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.95
Vat(LL)
-0.13
1-7
>999
240
MT20 2"1190
TCDL 7.0
Lumber DOL 125
BC
0.80
Vert(CT)
-028
1-7
>952
180
BCLL 0.0
Rep Stress Inc YES
NB
0.10
Horz(CT)
0.04
4
n1a
n1a
BCDL 10.0
Code FBC20177TP12014
MatrizS
Weight 91 01 FT=10%
LUMBER -
TOP CHORD 2x4 SP No2 `Except*
T3: 2x6 SP No2
SOT CHORD 2x4 SP No2
WEBS 2x4 SP N0.3
WEDGE
Left 24 SP Na2, Right 2x4 SP No.3
REACTIONS. (Ib/size) 4=74010-84 (min. 0-1.8), 1=740/68-0 (min. 0-1-8)
Max Horz1=61(LC 8)
Max UpTift4=-228(LC 9),1=235(LC E)
FORCES. (lb) - Max. CompJtJlau. Tan. -AO forces 250 (b) or less except when shown.
TOP CHORD 1-2=12941395, 2 3v-11181408, 3-0=12281380
BOTCHORD 17=29(111126-7=27011061,5.8=270I1081,4-5. 273M056
WEBS 2--7=0=
BRACING -
TOP CHORD Structural wood sheathing dlns8y applied.
BOT CHORD R1gW oelTmg directly applied or 10-0-0 oc bracing.
M7eK recommends that Stabilaers and requited cross bracing be
installed during truss erection, in accordance with StaUBaer
Installation gadde,
NOTES
1) Unbalanced roof We loads have been considered for this design
2) Wbrd: ASCE 7-10; VUI1=160mph (3- rb gust) Vasd=124mph; TCDL=42psf, BCDL=S.Opsf, b=15$ CaL II; Exp C; EncL. GCpOO.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 pet bottom chord live load nonconarrent with any other live bads
5) Provide mechanical connection (by otters) of truss to bearing plate capable of withstanding 2281b uplift at joint 4 and 235 lb uplift at joint t.
LOAD CASE(S) Standard
0
I
IX T CORM
S1ONI Ili I I1\G \\\\ 1
II
nss ype
Ryan H=M-1452Ao
Pcuss
1452-A
94G
MP 1 1
Job Reference (optioned)
Sounvn Try, R. Pieria, FL, 34e51
Lk:�
bx7 =
W=
f. II sa = IM If
3x6 =
Scale -134b
1 1.0-0 5-M 10.8a 1 1510 I 20-4-0 121-0-01
1.0-0 5-0-0
Pate Olsets (X,Y)- 11:04-10.Edpe1.
13:0- 4 0-2-01
Wo-6-4.02-0L 17:04-10.Edgel
LOADING(psl)
SPACING- 2-0-0
CSI.
DEFL
in
floc)
Udell
Ud
PLATES GRIP
TCLL 20.0
Pate Grip DOL 125
TC
0.52
Vert(LL)
0.15
9
>999
240
WM 2441190
TCDL 7.D
Lumber DOL 125
BC
0.61)
Vert(CT)
-0.21
9-11
>999
180
BCLL 0.0
Rep Stress Ina NO
WB
026
Horz(CT)
0.07
7
rda
n/a
BCDL 10.0
Code FBC20177rP12014
Main"
Weight 1031b FT =10%
LUMBER -
TOP CHORD 2x4 SP No2
ROT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP NO2 2-10.12, Right 2XS SP NO2 2-10-12
REACTIONS. (Polsi2e) 1=1109MZ-0 (min. 0-1-8), 7=11091041.0 (min. 04-8)
Max Hom1=46(LC 9)
Max UpfiM=541(LC 8), 7=541(LC 9)
BRACING -
TOP CHORD
Structural wood sheathing directly apprled or 3.2-15 oc pudine
BOT CHORD
Rigid ceiling directly applied or 5-10-13 oc bracing.
Wrak recorrm ends that SahJv:ers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation aide:
FORCES. (Ib) - Max. CompJMax. Ten. -All fours 250 (lb) or less except when shown
TOPCHORD 1-2=22MM147.2.3=2213M 160,3-12-2601f1401,12-13=260011400, 4-13=26001MO,
4-14=260011400, 14-15=2600H400, 5-15=260111401, 5-0=-221311160,
6-7=226411147
BOT CHORD 1-11=10042041, 11-16=10052055,10-16=10052055, 9.10=10052055,
9-17=10042055,17-18>10042055, 8-18=10042055, 7-8=10032041
WEBS 3-11=281342, 3-9-=47/683.4-9�-4531404, 58=-347/603. 5A=29541
NOTES-
1) Unbalanced roof five loads have been considered for this design
2) Wmd: ASCE 7-10; VuR--160mph (3-second gush Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, "St Cat 14 Exp C; End., GCpi--0.16;
MWFRS (envelope); Lumber DOL=1.60 plats grip DOL=1.60
3) Provide adequate damage to prevent water pondnlg.
4) This truss has been designed for a 10.0 psf bottom chord rive load nonconaumerd with any other We loads
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 b uprdt at)oud 1 and 641 th uplift atJoint 7.
8) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s)121 Ito down and 169 to up at 6-0-0, 57
b down and 107 b up at 8.0.12, 571b dam and 107 b up at 10-0-12, 67 to down and 107 It, up at 11-3-4. and 57111 down and 107 to up
at 1334, and 121 to down and 169 lb up at 154-0 on top chord, and 108111 down and 1W b up at 6.0-0, 41 lb dawn at 83.12, 41111
down at 10.412, 41 Ib down at 1134, and 41 b dam at 1334, and 106111 down and 1D0 b up at 16-34 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, lcetls applied to the face of the buss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber lnowse=125, Pate Increase=125
Uniform Loads (pit)
CorucerhbVert 3 4(73— 8) 5--74(8) 1 27(B)112006(B) 8=106(8) t2=55(B) 13=-55(13) 14=v5(B) 15=55(13) 16�-27(B)17=27(B)
7fj
t 8=27
PE 6D51
1
/ONA I M�G
rues
Iruss me
HMM-1452Ad
14W-A
Ct
COMMON 2 1
Job Reference (aptionall
sowiem cruse, rc rurc, ram, aaesl
414 =
Scale -1:Z7A
k
Plate Offsets (X.Y7— 11:0-M.13-21t1:0A-14�f4:0-4-4.0-2�
LOADING(psf)
SPACING-
240.0
CSL
DEFL-
"m
(be)
Well
Ltd
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
125
TC 0.72
Vert(U)
-0.17
1-6
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL
125
BC 0.73
Vert(CT)
.0.35
1S
>558
180
BCLL 0.0
Rep Stress Ina
YES
WB 0.16
Horz(CT)
0.02
5
We
n1a
BCDL 10.0
Code FBC20171rP12014
Matrb(S
Weight 67lb
FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No-2
TOP CHORD
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3'ExcepY `
BOT CHORD
W3: 2)6 SP No2
WEDGE .
Left 2x6 SP No-2
REACTIONS. (03/s¢e) 5=60WG-8-0 (mlm O-1.8),1-608/043-0 (min.0-1-8)
Max HmZ1=86(LC 8)
Max Upf 6--206(LC 9).1=213(LC 8)
FORCES. (to) -Max. CompJMax Ten. -Ali forces 260(Ib) or less amept when shorn.
TOP CHORD 1-2=1054/388, 2-3=814280, 3-0=466Y254, 4-5=530/246
ROT CHORD 1-7=-3771928, 6-7=377/928, 58=1711717
WEBS 2-6=-303248, M-451409
Strucbrral wood sheathing rive* applied w43.12 oc purlms, accept
end verticals
Rigid ce0ing duecby applied or SS14 oe bracing.
Mlrek recommends that StabO'¢ers and required cross bracing be
Installed during trust; erection, in accordance with Stabilizer
InsWlaSon�ide.
NOTES
1) Unbalanced roof We loads have been considered for we; design.
2) Wnd: ASCE 7-10; Vub=160mph (3seccnd gust) Vasd=124mph; TCDL=42ps ; BCDL=S.OpA h=151t Cat 11; Exp C, Pam, GCpk0.18;
MWFRS (ernrelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This in= has been designed for a 10.0 psf bottom chord We load noncencunentwith any other live loads.
4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 5 and 213 to uplift at Joint 1.
LOAD CASE(S) Standard
ENSF`.���ii
l ; PE6051. %7
a ` J (/
13 ` 5 I t-ut
OR)O , .
1114a
.. ype S-1452Ad
145 -A
C2
JW IMY IRYMMOnN
COMMON 1 1
Job Refeten®
..,a.�,�"..,�.,, ID EaPOUhtCVVA016w50 vTFdY�SdC-0f33p ��tVNaF1ah AZb9pu FBJEAIUC72 Paeat
1AFB.IEAtUC7220z-pu_
t 57-14 8-0-0 9h0 10-0-0 17
57-14 I 242 I 7-0-0 1 1-0-0 I 7-0-0 �
Scale o 1:2a.1
30 10 11
5 3x4 =
fig
1-0-0 ta-0 9-0-0 17-0.0
' 1-0-D 7. i uut i
Plate OBset5 OLYI- 11:0-0-0
1-3-21 Fl:G-1.14.Ob21 13:0-2-0.0.2-111
15:0-2-00-2-111
16:0-" 0-2-01
LOADING(psl)
SPACING- 24)-0
CSI.
DEFL
in
Ow)
Udell
Lid
PLATES GRIP
TCLL 20.D
Plate Grip DOL 125
TC
0.59
Vert(U)
-0.17
1-8
>999
240
MM 2441190
TCDL 7.0
Lumber DOL 125
BC
0.72
Vert(CT)
-0,36
1-8
>641
180
BCLL 0.0
Rep Stress Ina YES
INB
0,15
Horz(CT)
0.02
7
Na
Na
BCDL 10.0
Code FBC20171TP12014
MabuS
Weight 67 lb FT=10%
LUMBER- BRACING -
TOP CHORD 2z4 SP No-2 TOP CHORD
GOT CHORD 2x4 SP No2
WES 2x4 SP Nm3 `ExoWr BOTCHORD
V& 2x6 SP No2
WEDGE
Left W SP No2
REACTIONS. (Iblsize) 7=608rD-" (min. 0.1-8), 1=60910-9-0 (min. O.1.6)
Max Horz 1=78(LC 8)
Max Upriftlr=197(LC 9). 1=2D5(LC 8)
FORCES. Ob) - Max. CompJMan% Ten. -AB forces 250 (1b) or less except when shovm.
TOP CHORD 1.2=1D41B62, 2.3=828r264, 545-889Y142, 57=.528235, 3-0=744273,
45=744273
BOT CHORD 1-9- 746214, 8-9=-3461914, 7-8=164I741
WEBS 2-8=281219,45=281398
Structure] wood sheathing doecdly applied or 5-0-2 oc purfms, except
and verticals.
Rigid ceiling daecty applied or 9.10-14 or bracing.
Wrek recommends that Stahir¢ers and required cross lancing be
Installed during buss ematim in accordance wdh SIabilb er
Installation Wide.
NOTES-
1) Unbalanced roof M loads have been considered for this design.
2),Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4 2pst BCDL=S.Opst tt=158; Cat 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to preventwater pont ing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcum nt with any other five loads
5) Provide mechanical connection (by others) of truss to bearing plate capable ofwidistanding 197111 uplift atjoim 7 and 205 to uplift atjoim 1.
LOAD CASE(S) Standard
1452-
4x7 =
12 13
414 =
Scale = 129.1
LOADING(pst)
SPACING- 2-M
CSL
DEFL
in
(loe)
Udell
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.78
Vat(LL)
021
8.10
>M
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
I
BC 0.55
I
Verl(C'T)
-0.31
8-10
>602
180
I
BCLL 0.0
Rep Stress Inc NO
WB 0.11
Horz(Cr)
0.02
7
Na
Na
BCDL 10.0
Code FBC201771P12014
MabtuS
Weight 721b FT =10°.4
LUMBER -
TOP CHORD ZA SP Not -Except•
'M 2x4 SP M 31
BOT CHORD 2x4 SPM 31
WEBS 2x4 SP No2
REACTIONS. (misize) 11=92810.8.0 (min. 0-1-8), 7=92810-8-0 (min. 0-1-8)
Max Ho=II=46(LC 8)
Marc UpUfH l=asz(LC 8), 7=-462(LC 9)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-7-9 co pur6ns
BOT CHORD Rigid ceiling directly applied or 91:11 oc brag.
MTek recommends that Stabilizers and requhed once bracing be
installed during truss erection, in akmrdance with Stabilizer
Installation qulde.
FORCES (lb) -Max CompJMax Ten. -All forces 250 (lb) orless accept when shown.
TOP CHORD 1-2--11981606, 23=1356f721, 3-12=1192r683, 12-13=11921683, 4-13=11921683,
45=1356720, 6-6-119111606
BOT CHORD 1-110-11=80611164, 9-10=8041119$ 9-14-=-8001192, 6-14=60411192,
7-8=592N184, 6-7=-59211184
WEBS 2-11=463/318, 3-10=W2M 441=01284, 5-7--463r318
NOTES-
1) Unbalanced roof We loads have been considered for this design. `
2) Wd:dSCE 7. in10r. L mbeii ph (3-s8nd gust) Vasd=124mph; TCDL=42pst BCDL=5.0pst fr=151t Cal. It Exp C; Entl, Gcp1�.16;
R plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This thus has been designed for a 10.0 pat bottom chord Trve load nonconalmudwith any other five loads
5) Provide mechanical connection (by others) ortruss to bearing plate capable of withstanding 462lb uplift at Joint 11 and 462lb uplift at joint
7. _ sufficient
121 lb lb down and 1or 0 lb up at 8-0.1er connection � d( 5lb Amen be provided
nd 10 fo up at�&11 to -4Pand 112rt n1 lb d m and load(s)
up at 2-0-0 on top chord, and 106
Ib down and 100 th up at 64)4. 41 lb down at 8-0-IZ and 41 to down at 9.114, and 106lb dam and 100lb up at 11-114 on bottom
chord. The design/selection of such connection device(s) a the responslblI ty of others
7) In the LOAD CASE(S) sermon, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASES) Standard
1) Dead + Roof Live Malarkced): Lumber tnaease=125, Plate Incense=125
Uniform Loads (plf)
Vert 13--54. 34=54, 4-B=54, 1$=20
Concentrated Loads (lb)
Vert: 3=74(F) 4=74(F) 0=27(F) 10=106(F) 8=106(F) 12---55(F) 13=55fl 14=27(F)
y PE 75051
e
mas
ruS9 ype Ryan Homes-1452A
1452-A
L1
COMNON 2 t
Job Reference o 'coal
ad4nem Trws,RPieax, R,3C851 wnue.ewe A016WSrmeo�wcrvw su ai,euiccinouscx5.uz rnm oi�:w:,ca,a raw �
IOFaPDUhxCWA01suSWvTFtlYlsd4U012.&0 TF0A7HzWrRvmweRSnh�F3vdPg5FAnzylw
so-0 tz
_ - - 80,0 ,
Scale a 1:189
4x4 =
3)9 II M II
1-0-0 8-0-0 1143-0 12-0-0
Plate Offsets OLYl- 11:0.1
14 0.0-21 f1:0-0-0i
(3'0-1 14 0-0.21 13'0-0.0
1321
--
LOA13ING 03A
SPACING- 24).0
CSL
DEFL
in
Qoc)
0deff
Ltd
PLATES GRIP
TOLL 20.0
Plate Grip DOL 125
TC
0.41
Vert(U)
-0.03
1<
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC
0.49
Vert(CT)
-0.06
14
>999
180
BCLL 0.0
Rep Stress Inv YES
WB
0.10
Horz(CT)
0.01
3
We
nla
BCDL 10.0
Code FBC2017fiP12014
MatuS
Weight 46 lb FT=1".
LUMBER -
TOP CHORD 2x4 SP No2
SOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
WEDGE
Left 2x6 SP No2, Right 2x6 SP Nc2
REACTIONS. (Iblsize) 1=419/041-0 (min. 0-1-8), 3=41OM-M (min. 0.1.8)
Max Horz1=46(LC 8)
Max Upiift1=145(1.0 8), 3=145(LC 9)
FORCES. (m)-Max.C4mpJMax.Ten.-AOforces250(m)orlessexceptwhenshawn
TOP CHORD 1-2- &%M96, 2J=i5&196
BOT CHORD 1.4=133I547, 3�4--1331547
WEBS 2-0=0274
BRACING -
TOP CHORD Struchual wood sheathing directly applied or 6-0-0 oc purfins
SOT CHORD Rigid calling directly applied or 10-0-0 oe bracing.
Mifek recommends that StabO¢ers and required cross bredng be
installed during truss erection, in accordance wdh StaWT¢er
Installation rnufide.
NOTES-
1) Unbalanced roof five loads have been considered for this design.
2) Wind: ASCE 7-10; Vu"- 60mph (3.semnd gLuM Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=lsf4 CaL it Exp C; End., GCpF0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This buss has been designed for a 10.0 psf bottom chard live bad nonooncurrent with any other live loads
4) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 1 and 145 b uplid at joint 3.
LOAD CASE(S) Standard
x\�`\`} MI I8C ////���i
PE6051
I
fuse
Irm I ype
M M"M 14 A
1462-A
L2G
MP 7 7
Job Retemnce (opfionall
SOWICm Tws . FL P19rfB. FL, M851 R=a200L NOW g2 31a2R7WudtF0ATBzWfRvmwaTUnjdW.le 2
16O7JZ4ID:EaPGUkCWAOw0F47dPga51FsAPrad_Qpa tlw 4-0-0 8-0-0 10-&0 1247-0
r 1d0 I 2�-0 i 4-0-0 24i-0 1�-0
414 =
11
4a7 =
Scale -1:192
LOADING(psn
SPACING- 2-0-0
CSN.
DEFL in
Qoc) Vdefl Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 028
Vert(LL) 0.05
8-9 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.37
Vert(CT) .0.08
" >998 180
BCLL 0.0
Rep Stress Ina NO
VJB 0.06
Horz(CT) 0.00
7 Na n1a
BCDL 10.0
Code FBC2017/71014
MatrbfS
Weight 48 lb FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD
Structural wood sheathing directly applied a 64-0 oc pudins.
BOT CHORD 2x4 SP No2
SOT CHORD
Rigid ceiling direly applied or 10-0-0 oe bracing.
WEBS 2x4 SP No.3
hbTek recommends that Stabilizers and required cross bracing be
bmtalled during truss erec5on, in accordance with StabT¢er
Installation aulde.
REACTIONS. Wsize) 10=4191041-0 (min. 0.1.3), 7=41910a0 (min. 0.1.8)
Max Horz10=31(LC 8)
Max UpHMO--254(LC 8), 7=254(LC 9)
Max GreV10=421(LC 17), 7=421(LC 18)
FORCES (to) - Max CompJMax. Ten - Ali faces 250 (to) or less except when shown.
TOP CHORD 1-2--315=. 2-3=38013D4, 3-11=-313P283, 4-11�313283, 45--98=5,
64-315237
BOTCHORD 1-10=226t312,9.1D=231/312,g-12=2221314,8-12=222J314,7-8=2271312,
&7=227/312
NOTES-
1) Unbalanced roof We loads have been considered forthis design.
2)14nd: ASCE 7-10; Vuirl6omph (s-second gust) Vasd=124mph; TCDL= 42pst BCDL=S.Opst Ir-15ft Cat It; Exp C, End., GCpOO.18;
MWFRS (emrelope); 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 psi bottom chord five bad nonconartent with any other five loads
5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 254 b uplift at joint 10 and 254 lb uplift at joint
7.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated bad(s) 53 b doom and 149 to up at 444, and
261bdmmand57lbupat S4-1Zand53bdownand149bupa1 8allontopchord,andlBlbdownand44mupat 44)-0,andgm
down and 2lb up at 6-0.12, and 181b down and 44 m up at 7-11.4 on bottom chard The desigMseledion of such amnection device(s) is
the responsibility of others.
7) In the LOAD CASE(S) section, loads app8ed to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard'
1) Dead + Roof Live (balanc4: Lumber baraas=1.25, Plate Increase--125
Uniform Loads (Pit)
Vert 1-3=-54, 34=54, 4.8=54, 1-6-20
Concentrated Loads (to)
Vert 3-13(B) 4-23(B) 9=2(B) 52(B) 11=1(B)127-2(B)
��\\Q l l/1-,
i� PE 76051 ��
4 M ,
pus
I nr55 I ype
Ryan es-1 Ad
1452-A
V
JACK
12 1
Job Refemrhm 'o nall
• •. a�•�. •-�+. un eivae nwaueuhrrnR uewarvwav 2m/WiexlOaVa�es, Orc. Fri JW 611:0a192018 Papal
1� ID:EaPO� AO'1GZ07vTFdY15=g5VC=79YJrny7wgDjIFFNMW&ITAALWL;yux
6-2-0
i
2411
I 1-0-0 1 7.6-0
1-0-0 Ahn �
Scale -1303
Plate Ogeeta an-
2.o-a1zal-12I rs:a1411-z-0I
r5:a•a-9
a1-1z1
- - -
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
to
(be)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.51
Vert(LL)
0.07
4.5
>'978
240
MT2D 2441193
TCDL 7.0
Lumber DOL 125
BC 0.39
Vert(CT)
-0.13
4-5
>'569
180
BCLL 0.0
Rep Stress Inc YES
NB 0.08
Horz(CT)
.0.05
3
Na
nla
BCDL 10.0
Code FBC2017rrP12014
Matra-P
Weight 24 to Fr-10%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS. (Wm) 3=1481Medranxal, 4=67lMedwricai, 5=3351DA-0 (min. a1-e)
Marc Hoa5=155(LC B)
Max UprdM--136(LC 8), 5=101(LC 8)
Max Gmv3=148(LC 1), 4=110(LC 3), 5-035(LC 1)
FORCES. (lb) - Ma CompJMax. Ten. -Ali forces 250 (lb) w less a mWwhen shaven.
WEBS 2-6=295272
BRACING -
TOP CHORD Structure] wood sheathing dke* applied w S" oc purims
BOT CHORD Rigid wiling directly applied or 1aa0 oc bracing.
W-Tek feacen ends that Stabilizers and required cross bradng be
Installed during buss erection, in acmrtlawe %ft Stabilizer
Instanation guide,
NOTES-
1) Wind: ASCE 7-10; Vu1r16Dmph (3-semntl gust) Vesd=124mph; TCDL-4.2pst BCDL=S.Dpsf, h=158; Cat It Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This tnas.has been designed for a 10.0 psf bottom chord We load nonconartent with arty other We loads.
3) Referto girder(s) for truss to truss oonnections
4) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 136Ib upri0 atjohd 3 and 101 It, uprdt atjoint 5.
LOAD CASES) Standard
1
PE 76051
1
- ' ►vim � I *. �(
��` 5JAl
,j0'O�`�
,ORIOA'2����
///�S81111111 11?G\\\\\ 1 Q
Job
nLss
I Mae Type H M-14@A
1452-A
r7A
MONOTRUSS 3 1
Jab Reference o '
Sw Truce, FL Pie=. FL. 3,101
Sate =1:195
LOADING(psf)
SPACING- 2-M
CSL
DEFL in (loc) t1da8 Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.55
VWt(LL) 0.10 3-0 >740 240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.43
Vert(CT) -0.15 31 >505 180
BCLL 0.0
Rep Stress Inc YES
INS 0.00
Horz(Cf) 0.05 2 nia nha
BCDL 10.0
Code FBC2017/fP12014
Maba-R
Might 21 lb FT=10-A
WMBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD Structiral wood sheathing d'vecty applied or 6-M oc puriins, except
ROT CHORD 2x4 SP No-2
. end verticals
WEBS 2xe SP No2
BOT CHORD Rigid calling dbecly applied or 10-0-0 0o bracing.
ASTek recammends that SmbBvers and required cross bracing be
installed during buss erection, in aomrda with Stablio:er
Installation guide.
REACTIONS. (ml9ia) 2-1541Mechanical, 4=23010-0-0 (mirL 0-141), 3=760Nedwantral
Max H=4=128(LC 8)
' Max UpM2=136(LC 8), 4=58(LC 8)
Max Grav2=154(LC 1), 4-230(LC 1). 3=115(LC 3)
FORCES. (m) - Max. CompJMax. Ten. -All tomes 250 (m) orless except whe shaven
NOTES-
1) Wind: ASCE 7-10; VuI1=160mph (3-second gust) Vasd=124niA TCDL=4 2pst; BCDL=5.Opst h=151k CaL Il; ExpC; End., GCpF-0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord Trve load nmrmnnmerdwilh any other five loads
3) Refer to girder(s) for truss to truss connections
4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 136 lb uplift atjoim 2 and 58 to uplift atjoint 4.
LOAD CASE(S) Standard
Job
I nss
truw lype
Ryan HNna-1e52Atl
1452-A
is
IUW
JACK 10 1
'
Job Refelrna o '
ram: asw rm¢ e.zw a Nw Jll m1/ MI la IMusmYa, IrK Fn Ltl fi t100:1fi201e Pape 1
I¢F�POUhuCWAotsw807JfFdti5rH-OgBGSVGsA79YJ.- 7'7 Dj1J1W V TAALI.PZy
Sde- 1:175
1-00 8-0-0
I 1.II.r1 i 5.n.f1 I
Plate Offsets (%JY1- r2:0-0-12,0-1-121J
r5:0-1-8.1-2-01
15:0-0-1104-121
LOADING(psf)
SPACING- 2-0.0
CSI.
DEFL
in
000)
met
L/d
PLATES GRIP
20.0
Plane Grip DOL 125
TC 026
Vert(LL)
-0.02
45
>BB8
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 020
Vert(CT)
-0.04
4S
>9W
160
BCLL 0.0
Rep Stress Inc YES
via 0.06
Horz(CT)
-0.02
3
Na
Na
BCDL 10.0
Code FBC2017/rP12014
Mahu-p
Weight 19 m FT =10°%
LUMBER -
TOP CHORD 2x4 SP NO2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (mlem) 3=109Mleehar id, 4--471Mecharilcal, 5--28310$-0 (min. 0.1-8)
Max HomS=124(LC B)
Max Upfii3=104(LC 8), 5=435(LC 8)
Max Gm3=109(LC 1), 4=81(LC 3), 5=283(LC 1)
FORCES- (lb) - Max, CompJMax. Ten. - A8 forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 w pudins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
16tTek recommends nhet StabRa altd required cioss bracing be
installed during truss erection, in accordance with Stabilizer
Installation gLfKkL
NOTES-
1) Wnd: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=S.Opst tF15ft Cat It Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This buss has been designed for a 10.0 psf bottom chord five load nonconcurrentwth any other five bads
3) Referto girder(s) for trues to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstandng 104 m uplift atjoim 3 and 85 lb uplift at joint S.
LOAD CASE(S) Standard
( / PE 6051
r
� 0' SATlg
ORID i ��
\ ////�s9 10)N1Ai
im
Nis
Imes I ypE
RymiHmnea-1452Acl
145bA
JSa
1W IM
MONOI USS 2 1
Job Reference (optionaD
SOLMM Tnxs, R Pun; FL, 34951
I
1
Scale -1:16A
Plate Offsets _(X,Y)- f2:0-0-12.0.1-121,
15:0.7�,1-2-01.
15:0-0-0,0-1-72]
LOADING(psf)
SPACING- 2-0-0
CM.
DEFL,
in
(lee)
Wall
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 022
Vwt(LL)
0.02
4-5
>999
240
MT2D 2441190
TCDL 7.0
Lumber DOL 125
BC 0.17
Vert(CT)
-O.D3
4S
>999
180
BCLL 0.0
Rep Stress Inar YES
WB 0.05
Horz(CT)
-0.02
3
We
nda
BCDL 10.0
Code FBC2017/IPI2014
Matrix-P
Weight 18 @ FT =10%
LUMBER -
TOP CHORD 2x4 SP NO2
BOT CHORD 20 SP No-2
WE&S 2x4 SP No.3
REACTIONS. ([b size) 3=1o0IMechanieal, 4=42JMerhar ical, 5-272/68-0 (min 0.1.8)
Max Horz5=117(LC 8)
Max Up083=97(LC 8), 5=81(LC 8)
Max Gnw3FI00(LC 1), 4=75(LC 3). 5-272(LC 1)
FORCES, (11b) - Max Cmn;w laxc Ten. -All fortes 250 (Ih) or less except when she lm.
BRACING -
TOP CHORD
Structural wood sheathing d'veNy applied or 6-8-D oc puriins
BOT CHORD
Rigid cerTipg directly applied or 10-D-0 oe bracing.
Mi fek recommends that Sta60izers and required toss bracing be
intake! during buss erection, in accordance with Stabilizer
Installation Pulde.
NOTES-
t) Wind: ASCE 7-10; VuM60mph (3-second gust) Vasd=124mph; TCDL=(2psh BCDL=S.OW. h=15ft CaL 11; Exp C; End., GCpF0.18;
MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This buss has been designed for a 10.0 psf bottom Mond live load nonconanentwith any other Ova bads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanirai connection (by others) of truss to bearing plate capable of withstanding 07 lb uplift at joint 3 and 81 m upfft at joint 5,
LOAD CASES) Standard
iBC�iii�i
ENgF.`��/i
t ( PE Z6O51 n\
t � I'
I�IMMMVMMM
b 1 S l�'OF, i
_ _t q
/P0. �x OR3G'%' N�
SS�GNA
II I0G\\\\\
JOD
InAM
iruss lype Ryan Homes-1452A
1452-A
J5
JUIY IM
JACK 9 1
Job Refamna o 'o
wuscm ,ryas, r� runr. r�., aawr
rvw: alw a rvw4u LB1 r Pra2 u3tR B NBVaB 2a1! r4Rak BMuf5fe5, Inc Fri JN 611:aR162016 Papa 1
IO:FaPOUIwC WA016w507vTFdtl5tl(-0gBgSYGsA79YJmy7wgDj1 J3NOpWdUiAAUeL;pbc
1 15M-0
1-0a-0-0 ~ 4£0
Sale-1:1H.7
Plate Offsets(X,Y)- 12:0b12.0-1-121
15:0.1-8.1-2-01
M(la-0.0.1421
LOADING(psl)
SPACING- 2-0-0
CSL
DEFL
in
Qco)
Udell
Lod
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 020
Vett(LL)
-0.01
45
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.15
Vert(CT)
-0.02
4-5
>999
180
BCLL 0.0
Rep Stress Inv YES
WB 0.05
Horz(CT)
.0.01
3
nha
rda
BCDL 10.0
Code FBC2017/rP12014
Matra-P
Weight 18 lb FT=10ah
LUMBER -
TOP CHORD W SP Not
SOT CHORD 2x4 SP NO2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=961Merhanical, 4=4O1Merhardal, 5=267M-" (min. 0.1-8)
Max Hom5=113(LC 8)
Max UpHfM-.93(LC 8). 5=80(LC 8)
Max Grav3=96(LC 1), 4=71(LC 3), 5=267(LC 1)
FORCES. (lb)-Max.CompJLIMLTen.-AOfbr 250(m)orlmwm ptwhensho
BRACING -
TOP CHORD Sbuchnal wood sheathing directy applied or 6-0.0 0o purlins
BOT CHORD Rigid ceTng dimly applied or 10-0-D oe bracing.
M7ek recommends that StaWmers and required cross bracng be
Installed during truss erection, in aocordance with Stabilizer
Installation quide.
NOTES-
1)1Mnd: ASCE 7-10; Vult-f Somph (3-second gust) Vasd=124mph; TCDL=42psF BCDL=5.Opsf, h=15$ Cal. Ih, Exp CI End., GCpi--0.18;
MIWFRS (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 with any other We loads
3) Referto girders) for truss to truss connections
4) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 03 lb uplift atjoint 3 and 80 Ih uplift atjoUd 5.
LOAD CASES) Standard
Jop
I ra5
I rosy iype Y RYan Hwes-I4 Acl
1452�
JSA
MONO TRUSS 1 1
Job Reference o '
nur.oswa nwau [a1 tiee a.[uus nov atr Lal( WIeKrMIC.91Gi�a1G Fn Jr4 a11x1a1a Ana Pad91
ID:EaPUUiwCWA016wS07vTFdz?SdC-�IBgSYGsA79YJrny7wgDj1 JiNOJWdHiAALieL;_pbc
Scale-1:15.6
LOADING(pst)
SPACING-
2-0-0
CSL
DEFL
in
(bc)
Well
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 024
Vert(LL)
0.02
3.4
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL
125
BC 0.18
I
Vert(CT)
I
-0.03
3L
>999
180
BCLL 0.0
Rep Stress Inar
YES
1918 0.00
Hom(CT)
-0.02
2
Na
Na
SCDL 10.0
Code FBC20171fP12014
Matra-R
Weight 15 lb
FT=10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No2 - TOP CHORD
BOT CHORD 2x4 SP No2
WEBS 2x6 SP No2 BOT CHORD
REACTIONS. Wake) 2=1041Medlani aL 4-15870-8-0 (min. D-1-8),3--51Mlecharical
Max Horz4=87(LC 8)
Max Upfn-- 94(LC 8), 4=36(LC 8)
Max Gw2-104(LC 1), 4=156(LC 1), 3=78(LC 3)
FORCES. 0) - Max CompJMax. Ten. -Ali forces 250 (Ib) or less except when shown.
Structural wood sheathing dim* applied or 4S0 co pur0ns, except
end verticals.
Rigid calling direc0y applied or 10-0-0 oe bracing.
IYLTek recommends that Stab0¢ers and required cross bracing be
installed during inns erection, in acmrdanrs with StabT¢er
Installation Guide
NOTES-
1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=42Psf; BCDL=S.Opsf, h=1Sit CaL It Pxp G End., GCpi--D.1 H;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 Psi bottom chard five bad nonconcrmem with any other five loads.
3) Refer to girder(s) for Inrss to thus cormectons.
4) Provide mechanics] connection (by others) of truss b bearing plate capable of withstanding 94 lb uplift at joint 2 and 36 to uplift atgird 4.
LOAD CASE(S) Standard
( � PE 76051
1
1 I l
OR)D
S�orvAtlNG ��\\ Ll
Job
Iruss
trus, jype R)m Homes-1452Ad
1452-A
Jc
IVW IFIY
JACK 11 i
Job Reference(optionall
,5 c irues, rcra ,r>_, aamr win; JW 611=82018 Pae1
ID:EaWUwV213w4m;YGrswlLoNRAWC9TAAUdz-ptx
1� 0 4-04
2-0.0
Seale-1:125
1.60 4-0-0
Plate Offsets MYl- 12:0.0.12,0.1-121.
I5:0.1-0,1-2-01.
I5:0-0-0,0.1-121
LOADING(pst)
SPACING- 24)-0
CSL
DEFL.
m
(toe)
Well
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 126
TC 0.09
Ved(LL)
-0.0D
45
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.07
Vert(CT)
-0.00
45
>999
180
BCLL 0.0
Rep Stress Ina YES
NB 0.03
Horz(CT)
-0.00
3
We
n1a
BCDL 10.0
Code FBC2017/TP=14
MaIrw-P
Weight 13 m FT=10-A
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No2
WFM 2M SP No.3
REACTIONS. 0bis'¢e) 3=54/Mechanlcel, 4=17/Medi mucal, 5--22OM4i-0 (min. 0-1-3)
Max HorzS=83(LC 8)
Max UPIIM>59(LC 8), 5=66(LC 8)
Max G-3=54(LC 1), 4=40(LC 3). 5--nO(LC 1)
FORCES. (lb) -Max. CompJMwL Ten. -AB forces 250(Ib) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 443-0 0o pudna
BOT CHORD Rigid ceiing directly applied or 10-0-0 co bracing.
MITek recommends thatStabO¢ers and required cross bracing be
Installed during toss erection, in accordance with Stabifner
Installation uide.
NOTES-
1) Vdind: ASCE 7-10; Vu"- 80mph (3-semnd gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opst h=15t Cat it Exp C; End., GCpr-0.18;
MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This buss has been designed for a 10.0 pal bottom chord live load noncenciment with arty other fore loads
3) Refer to girder(s) for toss to truss connections.
4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 69lb uplift at joint 3 and 66 lb uplift atjdm 5.
LOAD CASE(S) Standard
ENS
PE
/
6051
l
I M fl*_
O ; STA
/�� `�A-tORIDA' \
//-11i;1 S1ONALi
job
inAZ
I nas Type Ryan ,s-1452Ao
1452-A
J3
IL" IMY
JACK a 1
Job Referenca o 'coal
SovUem huts, Ft Piffw,FL. a4951
Scale -1:115
LOADING(psf)
I SPACING- 2-0-0
CSL
DEFL
in
(loc)
Well
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.08
Vert(LL)
0.0g
5
-999
240
M120 2441190
TCDL 7.0
LumberDOL 125
BC 0.06
I
Vert(CT)
0.00
5
>999
IN
I
BCLL 0.0
Rep Stress InYES
c
VM 0.03
Horz(CT)
.0.00
3
nla
Na
BCDL 10.0
IIIII
Code FBC2017/fP12014
Matrix-P
Weight 129t FT=10%
LUMBER -
TOP CHORD 2x4 SP NO-2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS. Obfshte) 3=38mechanhcal, 4=8/1VIetltaniral, 5=20afo-m (min. 0-1-0)
Max Ho25=72(LC 8)
Max UpUMl, -98(LC 8), 5=62(LC 8)
Max Grav3=36(LC 1), 4=28(LC 3). 5--208(LC 1)
FORCES. (Ib) -Max. CompJMax. Ten. -AII forces 250 Qb) or less exoeptwhen shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-" cc pudins
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Wait recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance mM Stabif¢a
Installation nuide.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL4.2pst BCDL=S.Opst h=I51k Cat It Exp C; End, GC01=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord five bad nommnwnent with any other five 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 48 lb uplift at joint 3 and 62 m uplift at joint 5.
LOAD CASE(S) Standard
�l( PE�051n
t ,77
-jig
\\
j�'36NALIENG\\\\I
Ne5
fuss n- es -I/ A
14W-A
J3A
M0N01RD33 1 1
Job Reference a 'on
SwMbn Trocs, FL Pief FL, U951
w
2-60
Srale n 1:11.6
LOADING(psQ
SPACING-
2-0-0
CSL
DEFL.
in
Qac)
War
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
125
TC 0.06
Vert(LL)
-0.00
34
>999
240
MT2D
2441190
TCDL 7.0
Lumber DOL
I
125
BC 0.05
Vert(CT)
-0.00
34
>999
180
BCLL 0.0
Rep Stress Ina
YES
WB 0.00
Horz(CT)
-0.00
2
Na
Na
BCDL 10.0
Code FBC20171TP 2014
Matra-R
Weight 9lb
FT=10%
LUMBER- BRACING -
TOP CHORD 2x4 SP Not TOP CHORD
BOT CHORD 2x4 SP No2
WEBS 2x6 SP No2 BOT CHORD
REACTIONS. Qblsize) 2=55/Medlanirai, 4=82M-M (min. 0-1-8), 3--2RlMeclumlcai
Max Ha24=45(LC 8)
Max UpUra-- 52(LC 8), 4=14(LC 8). 3=3(LC 8)
Max Grav2=55(1-C 1), 4=82(LC 1), 3=41(LC 3)
FORCES. Qb) - Max CompJMax Ten.- All forces 250 (lb) or less except when shown.
Structural wood sheathing dim* applied w2-0-0 oc purtins, except
end verticals.
Rigid miring directly applied or 10-0-0 oc bracing.
MTex repommends that StabOaers and required cross bracing be
installed during truss erection, in axordance with Stabilt er
Insbaeation guide.
NOTES-
1) Wind: ASCE 7-10; VuR-9SOmph (bsecond gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15K Cat It Fxp 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 psi bottom chard Five load nonconcu ent with any other five loads
3) Refer to girder(s) for truss to buss co mertious
4) Pro
vivideem)ec anical cannerBon (ry others) of truss to bearing plate Capable of withstanding 52 to uplift at joint 2.14 touplft at joint 4 and 3
LOAD CASE(S) Standard
im
fUSS
Iruss lype
ByahHune-I1 AG
1452�
.¢
JACK 12 1
Job Reference o
Soutmm�mu, r-tR .R., M851 wm: a.zw a Nw a zo r mr¢ aaw c Nw: zuh/ w," Inw591PS, m rn= u i is i/Lmo rape
IDSaPOUk%CWAO16vrSD7VTFdY15d4XdBpdDCe6s?IzA1bODDRg VAL-SynAgKxWeSra-JAy
14-0 24]-0
Srele a ldu
LOAOING(psf)
I
SPACING-
ZOO
CSI.
DEFL in
(loc) Udell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
125
TC 0.07
VeR(LL) 0.00
5 >999 240
Nrf20 2441190
TCDL 7.0
Lumber DOL
125
BC 0.06
I
Vert(CT) 0.00
5 �999 16O
I
BCLL 0.0
1
Rep Stress Inc
YES
WB 0.02
Hoa(CT) -0.00
3 We Na
BCDL 10.0
Code FBC2017lTP12014
Mahn-P
Weight 71b Fi=10%
LUMBER-
BRACING -
TOP CHORD Zr4 SP No2
TOP CHORD
StrucJurai wood sheathing directly applied or2-0-0 oc pur0ns
BOT CHORD 2x4 SP Na2
BOT CHORD
Rigid calling duecby applied or 10-M oc bracing.
WEBS 2x4 SP N0.3
'
UTek recommends that §E—b� and required toss bracing be
installed during truss erection, in accordance with Stabilizer
Installation oulde.
REACMONS. (OVsIze) 3=341Medhaniral, 4=431Medher ifal, 5-22316-B D (min. 0-1-0)
Max Hoa5=43(LC B)
Max UpOK3=34(LC 1), 4=-43(LC 1), 5=66(LC 8)
Max GMV4=5(LC 8), 5=223(LC 1)
FORCES. (m) - Max CompJMax. Ten. -Ag forces 250 (Ib) orless except when sham
NOTES
1) Wmd: ASCE 7-10; Vu1H8Omph (3-second gust) Vesd=124mph; TCDL=42pst BCDL=5.Opsf. h--15fK CaL It. Exp C; End., GCpt4.18;
MWFRS (eaelops); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord Me load nonconcurrerd with any other five loads.
3) Referto girder(s) for truss to truss connections.
4) Provide mechanical connection (by othem) of truss to bearing plate capable of withstanding 34 Ib upfift at joint 3.43 lb upfi0 atjohd 4 and 66
Ib up00 atjomt S.
LOAD CASE(S) Standard
s ; PE 7�6051 n
- �Rm "'*
ORIDP.� ��
Job
1rusS
1russ lype
Ryan es -Id tl
144-A
AJam(
3 1
'onal
Job Referenrx:
SaWhern fuss. FL ReroO. FL. 34951
Scale -1:7A
LOADING 04 SPACING- 2-" CSI. I DEFL in Poe) Ildell Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.06 Vert(LL) 0.00 1 Nr 120 MT20 244f190
TCDL 7.0 Lumber DOL 125 BC 0.02 Vert(CT) -0.00 1 Nr 120
BCLL 0.0 Rep Stress Ina YES WB 0.00 HoM(CT) 0.00 nla nla
BCDL 10.0 Code FBC2017ffP12014 Mabiz-P Weight 5 to FT=10%
LUNBER- BRACING -
TOP CHORD 2x4 SP Nc2 TOP CHORD Sb9d Ural wood sheathing directly applied or 1.6-0 m pudins.
BOT CHORD 2x4 SP No2 BOT CHORD Rigid calling directly applied or 6-0-0 bebracing.
MTek recommends Mat StebB¢ers and required cross bradng be
installed during truss ereldion, in armrdanca with StaNNrsa
Installation nuide.
REACTIONS. (09size) 2=951Medn2n1Cal, 3=1410-U (mGL 0.1-8)
Max H=2=124(LC 1), 3=-124(LC 1)
Max Upfrft2-54(LC 8) `
Lim Grav2=95(LC 1), 3=29(LC 3)
FORCES. (lb) - Max. Comp./Mar. Ten. -All forces 250 (lb) or Ins exceptwhen shown.
NOTES-
1) Wmd: ASCE 7-10; VuIt-160mph (3second gust) Vasd=124mph; TCDL=42W,, BCDL=5.Opst; h=15$ CaL II; Exp C; End., GCpr0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This buss has been designed for a 10.0 psf bottom chord We load nommnmrrerd with any other live loads.
3) Referto gkder(s) for truss to truss connections
4) Provide mechanical connection (by others) of buss to bearing plate capable of wdhstandng 54 lb upfdt aljoint 2.
5) Non Standard bearing mrndition. Review required.
LOAD CASE(S) Standard
MI 1B(�////
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PE6051 /1
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job
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1452-A
V8
VALI" 1 7
Job Reference (cationall
„u=, FL Fn .ram, =i w :s.zuus Rw Mz /r ssw s NWW=1MT"
WOnOt �3M6 611=202018 Pa2e1
ID:FaPOU1wCVVA016WS07vTFdz75d( y GgAmdUgpm2_ptv
4." I 840 I
2x4 0
Ix4 E
40 =
2:4 c
S®te =1:142
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL in
(Ioc) Well Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 028
Ved(LL) Na
- Na 999
MT20 2441181)
TCDL 7.0
Lumber DOL 125
BC 0.18
Vert(CT) Na
- Na 999
BCLL 0.0
Rep Stress Inc YES
WB 0.03
Hom(CT) 0.00
3 Na Na
BCDL 10.0
Code FBC2017frP12014
Matrbr-P
Weight 24 lb FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structure) wood sheathing directly applied or 6-G-0 oc purtins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling dreamy applied or 10-0-0 co bracing.
OTHERS 2x4 SP No.3
Mi fek remmrrrends that Stab1105ars and required Goss bracing be
'
installed during truss erection, in accordance vAb Stabiliaer
Installation aide.
REACTIONS.H) 1= 1& 1180-0 (min. 0-1-8),-8), 3--1181&0-0
(min. 0.1�), 4-248!&40 (min. 0.1 8)
Max Horz 1=75(LC B)
Marc
Max UpfiM=58(LC 8), 3=412(LC 9), 4=52(LC 8)
FORCES. (lb) - Max CompJMax Ten. - Ali forces 250 (@) or less except when shown.
NOTES-
1) Unbalanced roof titre loads have been considered for this design.
2) Wind: ASCE 7-10; Vutr--i60mph (3-second gust) Vasd=124mph; TCDL=4.2W, BCDL=5.0pst, t=15tt; cat B; Exp c; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconaarentwith any other Eve loads
5) PProvideatmechaniW connection (by others) of truss to bearing plate capable of withstanding 58 tb uplift atjoirn 1, 62 fo uplid atjoad 3 and 52
LOAD CASES) Standard
Mt IBL
ENSF����-�i
�i PE 651n�
ORID %� \�
Job
In,
I nay lype
Hyai Home-14 A
1452-A
V4
jQtY JFV
VALLEY 1 t
Job Reference
aoumun i Nss, rt rw¢, ram, �emr Tm: 9.2W a Nw3021i] Pnli[ 92W a Npv 30 iD17 buTe%InMeties, n,e Fd Jul 611.=D i0M Pape 1
ID:WDUhvCVVA016WS0THFdz?SCK yCsyFn2VJOnOtodmA3Yya186I3Blie_XmndugpiDz_ptv
2-00 4-M
2-0-0 I 24)-0 i
sAa t2
ad
314 =
2x4
1 4" I
4.0-0
Scale -1:7.3
Plate Offsets (X,Y)— 12:0-2-0.Edoel
LOADING(p5Q
SPACING- 241-0
CSL
DEFL in Qoc) ffde6 Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.04
Vert(U) nfa - nla 999
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT) We - We 999
BCLL 0.0
Rep Stress Ina YES
WB 0.00
Horz(CT) 0.00 3 nla We
BCDL 10.0
Code FSC2017J TP12014
Mattx-P
Weight 10 lb FT=10%
LUMBER -
TOP CHORD 2(4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (Iblsize) 1=94941-0 (coca. 0-1 8), 3=94/4•a0 (min_ 0-1-0)
Max Ham 1=10(LC 9)
Max UprM=-33(L.0 8), 3=33(LC 9)
FORCES. pb) - Max. ConrpA&a Ten. -AU forces 250 Qb) aless exceptwhen shown.
BRACING -
TOP CHORD Structural wood sheatitmg directly applied or 4-0-0 oe purrrns
BOT CHORD Rigid calling directly applied or 1041-0 co bracing.
Walk recommends Ihat Stabiitrers and required cross bredng be
installed during buss erection, in accordance wdh StahlT¢er
installation gulde.
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=5.0psi; h=15% Cat II; Exp C; Encl., GCpt=O.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom dmrd hearing.
4) This buss has been designed for a 10.0 psf bottom chord rive load none oncurrent with any other We loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of vAOrstandng 33 lb uplift at joint 1 and 33 lb uplift at joint 3.
LOAD CASE(S) Standard
1
PE 76051 �1
I
I S-
-D 1 s
'o
q��ONALT��G\\�\\\
JW
n65
N93 ype
Ryan Homes-1452Ad
1452-A
MVa
VALLEY 2 1
Job Referents 'o
owmnn .. FL rr,vr, ram, sneer
Rm[c.200c Nw302m]P4m:82W cNw as 201]NTekIMusOie; tic FIJ 611.1192016 Pa9oi
ID:EOPDUhvCVVA016WS07vTFdY15cK-UOla2RZudTFOATBzWdlvnr&mWngIF4XtlPg5FA1¢_ptw
6.00 i
6-0-D
2x4 % 1Ax4 II
Sde=1.14.8
LOADING(psry
SPACING-
2-0-0
CSI.
DEFL
in (roc)
Well
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
125
TC 0.73
Vert(LL)
Na -
rlla
999
MT20 2441190
TCDL 7.0
Lumber DOL
125
BC 0.56
VeNCT)
n1a -
Na
999
BCLL 0.0
Rep Stress lots
YES
VM 0,00
Horz(CT)
0.00
Na
Na
BCDL 10.0
_ _ Code FSC20171TPI2014
Mabbc-P
Weight 20 to FT=10%
1 URUM x- BRACING
TOP CHORD 2x4 SP No.3 TOP CHORD
SOT CHORD 2x4 SP No.3
WEBS 20 SP No.3 BOT CHORD
REACTIONS. (thlsize) 1=19or6-0-0 (mho. a1-0). 3=1901s-ag (min. 0-1-8)
Max Horz1=105(LC 8)
Max UprdH=57(LC 8), 3=101(LC 8)
FORCES. (lb) - Ma CompJMax. Ten. -All rorees 250 (lb) orlm exceptwhen shown.
Structural wood sheathing directly applied or 6-0-0 oc purTms, except
end verticals.
Rigid calling directly applied or 10-0-D oc bracing.
MTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTFS-
1) Wind: ASCE 7-10; Vult=160mph (3-seoond gust) Vasd=124mph; TCDL=42ppt BCDL=5.0psF h=15ft Cat II; Exp C; Encl.. GCpi-0.18;
WJFRS (envelope); Lumber DOL=1.8D plate grip DOL=1.60
2) Gable requires continuous bottom chord beams.
3) This Incas has been designed for a 10.0 psf bottom chord rive load noncencurrent with any other rive loads
4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 101 lb uplift atjd M 3.
LOAD CASE(S) Standard
ENSF-.'``r���i
PE 76051
l
s Teo- %�=1
-!3'P�`��w\
ORM
Job
nn:s
loss lype Ply Ryan Romeo-1452Ad
1462-A
W4
JW
VALLEY 2 1
Job Reference
OoualCm Trues, K PIINre, FL, a4951 Run:82Ms Nov a02017 Pm¢ B200 a Nov 302017 AITek Indusbf Ina Fd Jai 611:6P.192MB Pagel
m:EaPOUhvCVVAO7QvSO7vTFdz75d4U01a2R7JtdTFOA UOnm5F4XdPg5FAl=_pbkv
r y�
20 a
LOADING(psf)
SPACING-
241-0
CSL
TCLL
20.0
Plate Grip DOL
125
TC 025
TCDL
7.0
Lumber DOL
125
BC 0.19
BCLL
0.0
Rep Stress Ina
YES
VwB 0.00
BCDL
10.0
Code FBC2017trP12014
Manix-P
15x4 Il
DEFL in Qoc) Odell IJd
Vert(LL) Na - We 999
Vert(CT) We - n1a 999
Florz(CT) 0.00 Na n1a
LUMBER. BRACING -
TOP CHORD 2x4 SP N0.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 POT CHORD
REACTIONS. ( IMM) 1--"a14-o-9 (min. 0-1-8), 3--I16144-0 (min. 0-1-8)
Max H=1=64(LC 8)
Max UprdH=.35(LC 8), 3�62(LC 8)
FORCES. (m) - Max. CompJNIwL Ten. - All fmces 250 (la) or less except when shown.
Sale -1:109
PLATES GRIP
MT20 244tI90
Weight 13 m FT=10%
Struchmal wood sheathing directly applied a44.0 oc pudms, except
and verticals.
Rigid cei[mg directly applied or 10-40 ire bracing.
MTek recommends that Stabilizers and required cross bracing be
Installed during buss erection, in accordance with StabilizerInstallation auiide.
NOTFS-
1) Wind: ASCE 7-10; Vint=160mph (3-semnd gust) Vasd=124mpb; TCDL=4.2psh BCDL=S.W,, h=15% Cat It; F)q C End., GCp".18;
MWFRS (envelope); Lumber DOL7.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with arry other two loads
4) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 35 to uplift at)oad 1 and 62lb uplift atjoird 3.
LOAD CASE(S) Standard
/ PE 76051
�1
job
IrUSS
inm iype Ryan Homes-1452Ad
1452-A
NV2
VALLEY 2 7
Job Referanre
a011PMm Tn-- KHalm, FL. 81 i
2x4 6
IYOL ui'. 6 IV W i'a' Y(R2 dz'? b -'u64 LYII Mll¢R 1 111L ell JN O 1l: x V [V l0 9-'; 1
ID:EaPOUIw(,'VVA015W507vTFdYtSdC-UOIe2RZittITFOA Mno7F4XdPg5FAra�tw
Sde=1d3.8
LOADING(psf)
SPACING- 24)-0
CSL
DEFL in Ox) Well Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.04
Vod(i) Na - we 999
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.03
Ved(CT) Na - Na 999
BCLL 0.0
Rep Stress Inc YES
WB 0.00
Horz(CT) -0.00 2 nia n1a
BCDL 10.0
Code FBC2017/rPI2014
Matrix-P
Weight 5 m FT=10-A
LUMBER -
TOP CHORD 2x4 SP Na.9
BOT CHORD 2x4 SP No.3
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. (lb/s'Ize) 1=4712-9-9 (min. 04A, 2-34rza9 (n-dm 0-1-e). 3=13r24).0 (m'(L 0-1.8)
Max Horzt--28(LC 8)
Max Uprdl=14(LC 8), r- 31(LC 8)
Max Gmvl=47(LC 1), 2--U(LC 1), 3=25(LC 3)
FORCES. (lb) - Max. CompJlVIz . Teo. -AO fonts 250 (lb) or less except when shown.
Structural wood sheathing dim* applied or2.0-0 oc pudins.
Rigid calling tiredly applied or 10-0-0 oc bracing.
1ATek recommends that Stabilizers and required crass bracing be
Installed during buss erection, in accordance with Stabff¢er
Installation guide.
NOTES.
1) Wind: ASCE 7-10; Vult=160mph (3-semnd gust) Vasd=124mph; TCDL=42psf, BCDL=S.opsF h=15R CaL It Exp C; Feld., 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 five load nonconcur end with any other five loads
4) Bearing stjuid(s) 2 considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should Verity capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of wlthstandmg 14lb uplift at joint 1 and 31 lb uplift at joint 2.
LOAD CASE(S) Standard
i
PE 6051
c OR(D e
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Job
russ
I nw I ypa
MY RYaa Honm-1 Ad
1462-A
CJ1
JACK
JW
t t
Job Reference
aouurem Nuu,r�rw¢, ram, wa=i Rhm:620Da Nw3p 201]Pri262W aNw30 a11] W1ticlnauatnea, x,c Fri JW 611:0a:162U16 Papal
ID:EaPOUhuCWA016WS07VTFdz?SCK-3RdROPWOLYtRJOSOgMalyvcag�QNBjasbZSz_ptr
1-&14 64-7 ID-s-12
l 1-&14 4-69 l 4.15
l 144 11-&141 64-7 1D5-12 10.5.12
144 OStI dLa il5 1
Plate Offsets (X.Y)— I2:0.0-9,0.1-12],
f2:0.1-7,1-7-141,
f8:0.0-0.0.1-121
- -
LOADING (pst)
SPACING- 2-0-0
CSL
DEFL
in
Qoe)
Well
Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL 126
TC 0.45
Ver(LL)
-0.04
6-7
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
SC 0.43
Vert(CT)
-0.08
64
>999
180
BCLL 0.0
Rep Stress Inc NO
WB 0,18
Horz(CT)
-0.03
4
n1a
n1a
BCDL 10.0
Code FBC2017frPl2D14
MallizS
Weight 41 lb FT =10%
LUMBER -
TOP CHORD 20 SP No2
BOT CHORD 2x4 SP NO2
Vim 2x4 SP No.3
BRACING-
TOPCHORD
BOTCHORD
REACTIONS. (MISIze) 4--"IiMedmical, 5=234IMechmical, B=48vD-115 (muL D-1.a)
Max Horz8=153(LC 4)
Max UpTnt4=94(LC 4), 5=104(LC 4), 8=186(LC 4)
FORCES. (lb) - Max. CompJLtm Ten. -AO f=m 250 ([b) or less exceptwhm shwa.
TOP CHORD 1.2--4811115, 2-9=4431159, 3-9=394H69
BOT CHORD 14=1061353, &11=249Ba3, 7-11=249f363, 7-12-249883, 6.12=249/363
WEBS 2-0=-31131190, 3-6=-631f281
Structural wood sheathing dm* applied or 6-0-0 oc pur5ns
Rigid calling directly applied or 10-M 0o bracing.
Wek recommends that Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stabilizer
Installa0on guide.
NOTES•
1) VJmd: ASCE 7-10; Vu11=16omph (3-second gusQ Vasd=124mph; TCDL=42pst BCDL=5.Ops . h=l5% CaL II; Exp C; Entl., GCp1=0.1 e;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.80
2) This buss has been designed for a 10.0 psf bottom chord live load nonconduffentwith any other We loads
3) Referto girder(s) for truss to truss connections.
4) Pmvide mechanical connection (ry others) of truss to bearing plate capable of withstanding 94lb uplift atjdnt 4, 104lb uplift atjohd 5 and
186 lb uplift atjdnt 8.
S) Hanger(s) or other mnnetdion devlce(s) shafl be provided sul8dwd tD support mncentlated load(s) 231b down and 38 Ib up at 5.0-7, 231b
deem and 38lb up et 5.0-7, an&5l Ib dovm and 931b up at 7-10-5. and 51 Ib down end 93Ibup at 7-10-0 on top chord, and 4lbup at
5-D-7, 4 Ib up at 5-0-7, and 21 Ib down at 7-10-6, and 21 lb down at 7-10-6 on bottom chord The designiselection of such connection
device(s) is the responsibility of others
6) In the LOAD CASE(S) section, loads applied to the fade 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=125
Uniform Loads Vf)
Vert 14=-64,15=20
Concentrated Loads (b)
Vert 1039(17=19, B=19)11=7(F=4, B=4)12-24(F=12, B=12)
EIVS
1 PE 7766051 n
S
GRID
\`
SS1ONI�I1m?G\\\\21
Jon
Truss
1russ1we yan m-1452Ad
14 -A
CJ7A
MONO TRUSS 1 1
'co
.bb Reference o
SouNam ruse , t Pierre. FL, 34f151 D a paU vCWA o17 FYSO7V M c 3p 3RdRO ek 6Musmes, Inc Fd JN Ragj2:163a19 Pape 1
ID:FaPeUhxCWAO18ud07JfFtlz75dF3RtlROP WOLYtR.)0.SOgkCBlyyitag129LB,ttA>c=,,,�
4-11.8 9h13
l 4-11-8 I 4-11
Scale -1:1"
Ol
LOADING(pst)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACP!G- 2-0-0
Plata Grip DOL 1.25
Lumber DOL 125
Rep Stress Inc NO
Code FBC2017/iP12014
CSL
TC 027
BC 0.38
WB 022
MatrbcS
DEFL in
Vert(LL) 0.03
Vert(CT) -0.05
Horz(CT) 0.01
Qoc) Iidetl Lid
6>7 >999 240
6-7 >999 180
5 We n/a
PLATES GRIP
MM 244,190
Weight 40 lb FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 ce pur6ns.
BOT CHORD 2x4 SP No.?
BOT CHORD
Rigid ceiling directly applied or 10-0-0 ce bracing.
WEBS 2x4 SP NM3
Iu47ek recommends t11et Stabifm s and required cross bracing be
SLIDER Left 2x4 SP No.3 2-6.10
installed during truss erection, in accordance with StabS¢er
Installation oulde.
REACTIONS. ([/size) 1=358/0-3-8 (min. 0.1.8), 4--1051Mec arfi aL 5=28S MedlaNral
Marc Hom1=153(LC 17)
Max Upfi1H=144(LC 4). 4=91(LC 4), 5=139(LC 4)
FORCES. (lb)-Max.CompJMalc.Ten-AUft- 5250(Ib)orlessexceptwhenshown.
TOP CHORD 1.2--605f233, 24�--553f239, 3-8=531/245
BOT CHORD 1-10=324/531, 7-10=-324/531, 7-11=.324/531, 6.11=-324/W1
WEBS 3.7=D261, 3.6=598f365
NOTES-
1) Wind: ASCE7-10; Vu1t=760mph (&second gust) Vasd--124mph;TCDL=42pst BCDL=5.0pst h=151k Cat It Exp Cl 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 five load nommnarm ud with any other live loads
3) Referto girder(s) for Was to truss connections.
4) Provide mechanical camnection (by others) of truss to bearing plate capable of withstanding 144 to uplift atjoint 1, 91 lb uplift at joint 4 and
139 lb uplift atjont S.
5) Hanger(s) or other connection device(s) shall be provided suffideud to support concentrated load(s) 23 lb down and 38 to up at 3-7-8. 31 to
down and 47 to up at 3-7-B, and 51 lb down and 93 lb up at 6-5.7, and 5B lb dawn and 97 lb up at 6-5-7 on top chord, and 4lb up at 3-7-B
, 6 to down and 13 lb up at 34.8, and 21 to down at 6-5-7, and 24 m dawn and 21 lb up at 6-5-7 on bottom chord. The designMeledion of
such connection device(s) Is the responsibility of others
6) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as from (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof the (balances: Lumber maease=125. Plate Inonase=125
Uniform Loads (pit)
Vart 14=54,1-5=20
Concentrated Loads (lb)
Vert 9=-47(F=19, B=28)10=2(F=4. B=5)11=-35(P-- IZ B=23)
PE Z5051 n
o s Tt .
�o %`vim
zSS�ONA
24
4, it
Job
truss
iniss type Y camasjRYW-146tA
145t-A
I
GI6
JACK 4 1
Job Refaenm
Sou"mTru®, R Pl . FL, M851
i
III
1�-1 1-n-14 588 B-4d 8¢5
1 4 4 FOb11 1 3-M 1 P9-14 1
Smle=1:16.7
Plate Onsets MY)— [2:0-M.8.1-121,
f7:0-1-10.1.as1,
r?.'s-
6.0-1-121
LOADING(psfl
SPACING- 2-0-0
CSL
DEFL
in
(loc)
Wall
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.38
Vert(U)
-0.07
6-7
>999
240
MT20 2441190
TCDL 7.D
Lumber DOL 125
BC 0.35
Vert(CT)
-0.09
6-7
>834
180
BCLL 0.0
Rep Stress Inv NO
WB 0.06
Horz(CT)
-0.02
4
We
Na
BCDL 10.0
Code FBC2017rrP12014
Mabbo-P
Weight 30 lb FT =10%
LUMBER -
TOP CHORD 2x4 SP NO2
GOT CHORD 24 SP No-2
WEBS 2x4 SP No.3
REACTIONS. (01rsr:e) 4=831Medranical, 5=1081Medianiral, 7=254f0.11-5 (min. 0.1-8)
Max Horz7=123(LC 4)
Max Uprd4=59(LC 4). 5=57(LC 4), 7=166(LC 2D)
Max Grav4=95(LC 17), 5=108(LC 1), 7--254(LC 1)
FORCES. (m) - Va CompJMalc Ten. -All forces 250 (Ib) or less exceptwhen shaven.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-04) oc pudms.
BOT CHORD Rigid ceiling directly applied or 10" no bracing.
NETek recommends that Stabili ers and required cross bra g be
Installed during truss erection, in accordance with StabiiUer
Installation lde-
NOTES-
1) Wnd: ASCE 7-10; Vu8=160mph (3-second gusq Vasd=124mph; TCDL=42psf BCDL=5.DW. h=1516 CaL ll; Fxp C; End., GCpp0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord Eve load norrconcurerdwith any other five loads
3) Referto girder(s) for truss to buss connections
4) Provide mechanical connection (by others) of truss to bearing plate capable of wdhstanding 59lb uprdt atjdm 4,67 lb uplift at joint 5 and
166 ID upIM at)omt 7.
5) Hanger(s) or other connection device(s) shall be provided sldbcierd to support concentrated load(s) 30 lb down and 110 2 up at 2.11-0, 30
Ib douin and 110 m up at 2-11-0, and 281b doom and 52 @ up at 54-15, and 26Ib down and 52Ibup at 54e•15 on top dmrd, and 71 ibup
at 2-11.0. 71 Ib up at 2-11-0, and S lb dawn and 2lb up at 5-8-15, and 51b dawn and 2Ib up at 5-0-15 on Ixottom ch col. The
designtselection of such connection device(s) Is the responsliTdy of others.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bads (13 .
LOAD CASE(S) Standard
1) Dead + Rod Live (balanced): Lumber Increase--1.25, Plata Increase=125
Uniform Luads (plf)
Vert 14=-54,1-5=20
Concentrated Loads (m)
Vert 8=72(F=36, B=38)10=94(F=47. 8=47)11=3(F=2, B=2)
ENSF�����i
PE 6051
/////�SS/OI NA IDm?G�\\\\
4 e1 X.
ion
INUMB
NSS ype HYar Hmres-1452Ad
1452-A
C34
JACK 2 1
Job RdesenNx
SmxMnThum, R Pierta, FL, 34951
t44 5b6
4-23
Scale -1129
Plate Onsets MY1- 120.0-6
0-1-12L [5:0-1-101.1-61
IS'0.0.0
0.1.121
'
LOADING(psf)
SPACING- 2-0-0
CSL
DEFI-
in
Qoo)
]/dell
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.37
Vert(LL)
0.02
45
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.32
Vert(CT)
0.03
45
>999
180
BCLL 0.0
Rep Stress Inc NO
NB 0.06
Hwz(CT)
-0.02
3
n/a
Na
BCDL 10.0
Code FBC2017RPI2014
MaInx-P
Weight 17 to FT=10%
LUMBER -
TOP CHORD 2x4 SP NO2
BOT CHORD 2x4 SP No2
WEBS 20 SP No.3
REACTION& (ib/sae) 3=53/Medmical, 4:c- Medwrriral, 5--18710-115 (min. 0-1-8)
Max Ho25=81(LC 4)
Max Upffa-.82(LC 20), 4=22(LC 17), 5=150(LC 20)
Max Gmv3=53(LC 1).4=29(LC 3), 5=187(LC 1)
FORCES. (lb) - Max. CompJA m Ten. -All forces 250 (lb) or less except when sham
BRACB4G-
TOP CHORD Struchual wood sheathing directly applied or S" oc pudms.
BOT CHORD Rigid offing directly applied or 10-0-0 oc bracing.
Nk'Tek recommends that Stabilizers and required toss bracing be
installed during tors erection, in accordance with Stab7aer
Installation ouide.
NOTES-
1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=S.Opst; h=151L Cat 11; Exp C; End, GCpi=O.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL--1.60
2) This thus has been designed for a 10.0 psf bottom chord five load nonconeurrentwith any other rive loads.
3) Refer to girder(s) for truss to thus connections
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821b upfdt at joint 3, 22lb uplift at joint 4 and
15D Ib uphill at joint S.
5) Hanger(s) crother connection device(s) shall be pandded sulficiemto support concentrated load(s) 30 lb dawn and 1101b up at 2-11-0,
and 301b down and 110 @ up at 2-11.0 an top chord, and 71 l6 ap et 2-11.0, and 71 Ib up at 2-11-0 on bottom chord The
design/selection of such connection device(s) Is the responsileft of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber crease=125, Plate Incmwae=125
Uniform Loads (pit)
Vert 1-3=-54,1.4=20
Concentrated leads (lb)
Vert 6=72(F=36, B=36) 7=94(F47, B=47)
Ns
�(; PE 7 051r%i
o s Tt-oF ; gr = `
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