HomeMy WebLinkAboutTRUSS PAPERWORK1, tL
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SOUTHERN
--TRUSS--, -
'COMPANIES
Southern Truss
2590 N. Kings Hwy
Fort Pierce, FL 34951
(772) 464-4160 * Fax: (772) 318-0015
Job Number. ••• ••••�,•�•••
J1800618
Customer.
Ryan Homes
Name:
Ryan Homes
Address:
5223 Oakland Lake Circle
City, ST, ZIP:
Fort Pierce, FL 34951
General Truss-Engineering-Criteria-&-Design-L-oads
Building Code and Chapter: Comput"Pmgram Used:
FBC2017rrP12014 I MiTek Version: 8.23 Oct 2 SCANNED
37.0 psf ROOF TOTAL LOAD
160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise)
Data
Tmss ID#
1
12118118
AM
2
12118N8
A2A
3
12118118
A3B
PNo.
4
12118118
A3C
5
12/18118
A4
6
12MB118
A4B
7
12ItaH8
AS
8
12118118
A5B
12118118
AB
12/18118
A7
12118/18
A8
12118I78
A9G
12/18118
A10
12118M8
A11G
12118/18
BIG
12/18118
B2E
1211B/18
Cie
122
12118118
DIE
12/18118
D2-
12116/18
J2
12/18/18
J4
12118118
J6
12118118
JB
12118118
V3
12/18M8
V5
12/18118
V7
27
12118118
V9
Mini
St. Lucie County
This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and
sealing each individual sheet. An Index sheet of the truss designs is attached which is
numbered and with the indentification and date of each drawing.
Engineer of Truss Design Package
Brian M. Bleakly
FL Reg. Eng. No. 76051
2590 N. Kings Highway
Fort Pierce, FL 34951
RECEIVED
JAN 1 1 2019
ST. Lucia county, Parmicting
150( DY1k
FILE COPY
Page 1 of 1
TYPICAL -DETAIL @ CORNER - HIP.
• _� • iY♦
NOTE NDS=National Design-Specifictions ALLOWABLE REACTION PER'JOINT
for Wood Constructions;,
132.5 f per Nail (D.O.LFactor=1.'0') ® UP TD 265f a 2-16d NaLs REWD.
rids toe nails only have 0.83 'of;; - 0 UP TO 394# = 3-16d NABS REO'D.
-lateral Resistance Value.
12 a 4m La -,
1Bb 2
FOP GIRDER
use 2-16d
toe naD O
TC & Bc.
Typical jack 45*
attachment
I I use 3-16c
toe naT o
TYPICAL CORNER LAYOUT do ?-16d
Typical Hip jack'
attachment
CHORD
HANGERS
FASTENER
GIRDER
JACK
J1=,13 TO HIP JACK GIRDER
TC
— — — — - — —
2-16d nails
— — — — —
BC
— — — — — ——
2-16dnails
-- -—
J5 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — — —
BC
-—-----
2-15d nails
---—-
J7 TO HIP GIRDER
TC
— — — — — — —
3-16d nails
I — — — — —
BC
---—--—
2-16dnails
-- — — —
HIP JACK GIRDER (CJ7) TO HIP GIRDER
TC
— — — — — — —
3-16d nails
— — — — —
BC
— — — — — ——
2-16dnails
---—
LIImlU1A GRADE OF LUFABEJi LOADING (PSF1 SaL Q40 OOx
- �`"'
L O F73Ga17
B.0 24 10P 70
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0509, (772)464--4160
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— n-
s Highway. Ft Pierce, FL 34951
Bo
L
TYPICAL DETAIL @ CORNER - HIP_
NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT
for Wood Construction.
132.5# per Nail (D.O.1-Factor=1.25) ®UP To 265} m 2—t6d NAILS REG'0.
nds toe nails only have 0.83 of Q UP TO 394J = 3-16d NAILS REWD.
lateral Resistance Value.
12
'aim go le® Fo �o
•ill �O 0 Y p C
u e o s o
A 0
r
0
HIP GIRDER �
12
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E
CORNER JACK GIRDER
use 2-16
toe non C
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attachment
17
N
H
N
b
I
J,
.I
I O
I
in
J3
1
'
H5 (HP GQM)
use 3-16d
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TYPICAL CORNER LAYOUT k 2-16d
Typical Hip -jack'
attachment
CHORD
HANGERS
FASTENER
GIRDER
JACK
J1-J3 TO HIP JACK GIRDER
TC
- - - - - - -
2-15d nails
- - - - -
BC
- - -- - --
2-16d nails
- - ---
J5 TO HIP JACK GIRDER
TC
- - - - - - -
2-16d nails
- - - - -
BC
- - - - - - -
2-16d nails
- - - -
TC
- - -- - --
3-16dnails
I - - ---
BC
- - -- - --
2-16d nails
-----
HIP JACK GIRDER (CJ5) TO HIP GIRDER
TC
- - - - - - -
3-16d nails
- - - - -
BC
- - -- - --
2-16d nails
----
;�°� �-
M MINIMUM G{SOF LOADING (. BC—
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Not;: Scab-Bradngto be used when cc irous
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u Web
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is firgxacfical. T-Brace / I-Braee'must over 90% otweb leogtft•
Note: This detag NOT to be used to cdti redT-Braze / (-Brace
webs to continuous lateral braced webs.
Nailing Pattein
T-Brace sae
Na Q&
Nail Sp sing
1x4or1x6
loci
I a'=
2)4 or 2x6 or2r8
1fid
8' o.C.
Note: Nall along entire length vf:T-Brace l I -Brace•
(On Two-Plys Nan to Both Pees)
alternate position
-
SPACWG
1 _
. WEB ~•'} •. t ^ .
r
T-BRACE
Nails / Seetim DeMU
T-Brace
ataennma�posltion� Wes'
Brace Size
for Ooe-Ply Truss
Specified Condrwous
Rows of Kral Bracing -
Web Sae
1
2•
2x3yr 2x4
tx4 (7 T-Brace
1x4 (7 I -Brace
W
US (7 T-Brace
2x6I-Brace
2x8
2x8 T-Brace
2x8 I -Brace
Brace She
for Two -Ply Truss
Specified Continuous
Rows of Kral Bracing
Web Sae
1
1 2
2Gi or 2x4
2r4 T-Bra
12x4 FBrace
W
2B T-Brace,
2x61-Brace
W
2x8T-Brace
2x8I-Brace
Nab
T-BiaW / Mew mud be same species and glade (or better) as web member.
-:. } • 4 ::
�t NOTE 9 SP webs are used
In the Mss,lx4 or US SP braces must be stress
Q 't :� : rated boards with
I -Brace;; °_th
design rues diet ere equal to (or better) the firs web
"+-,rz .- W., -
esign ;..
t• .ForSP.lnnsahnmber es to42wMAX, bra a, use IND 45 WT-B .:
f1� Wr rB
a, Nate
_? mewl
= ' Fo SP firs fiiitrber grades up �t wdth' bracing material, use IND 55 for T-Bra eA Brace
iif:.•�fT\J:r'
�'r:r:i re
AFM+..r4'.
.."te.Fti !..�y . e
Job
russ
Inuss iype
Ryan Homes
1833-B
AMA
Common
111ty IViy 1
3
Jab Reference o fiona
Seufhem Truss, FL Pima, FL, 34951 Run: 823D a Od21 2018 Print 8230 a Oct212018 MTek IndusWes, Inc Tae Dec 18 14:51:42 2018 Page 1
ID.izRvGRVJa037wfORk01 Rzgz7mRu-N%n3vi6JgDhwc iOSLdGAzOMOEFeDRs44toEOoy7iyl
asap
�f0 5-00 ae0 1a60 234-0 90-60 3aD0 1180 <5-a-0 45Q0
�-FOF 3a0 I 380 T+e 1 7I-0 1 i',-o 1 ]i0 1 380 380 -'
7_ 680
I. = 5/16 in
!$
US = 3x5 = 46 = US = U5 = 4x6 — 3x5 — Sx9
5x9 \\
4650
M�-0 riff a0
M1 10 L11d Tr4N3 36Li 45J-0 458-0
toil sam I aalo 1 ao-Mn 1 sago I ssln
o+o 04-0
nac
Plate Offsets (X Y)- 12:0-00
0.1-141 13:0-6-0 0.1.41
r11:0-6-0
0-1.41
112:0-M 0.1-141 114:0-5.12 0.1.41.121:0.5.12 0.1.41
LOADING(psf)
SPACING- 24)-0
CSL
DEFL
in (loc)
VdefI
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.09
Vert(LL)
-028 15-17
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.90
Vert(CT)
-0.5815-17
>918
180
BCLL 0.0
Rep Stress Ina YES
WB
0.97
Horz(CT)
0.14 14
We
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix-S
Weight 2461b
FT=20%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2r4 SP M 31 'Except
B2: 24 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 14=0-8-0 (min. 0-1-8),21=0-8-0 (min. 0-1-8)
Max Horz21=177(LC 9)
Max Uprdt14=6D3(LC 9), 21=603(LC 8)
Max Grav14=1727(LC 1), 21=1727(LC 1)
BRACING-
TOPCHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceilIng directly applied or 6-7-11 oe bracing.
FORCES. (lb) - Max. CompJMax. Ten. - All forces 260 Qb) or less except when shown.
TOP CHORD 1-2=566/21, 2-3=5021113, 3-4=.3003/1057, 4-5=2913/1056, 5-6=2909/1080.
6-7=2434/918, 7-8=2434/918, 8-9=29D9f1080, 9-10=2913/1056, 11)41=3003/1057,
11.12=6021113, 12-13=56621
BOT CHORD 1-21=28f486, 20-21=1018Y2705, 19-20=7842405,18-19=784/2405,17-18-446/1835,
16-17=-6D712405,15-16=-607/2405,14-15=841@705, 13-14=28/486
WEBS 7-17=-372/828, 8-17=.623/463, 8-15=197/422, 10.15=189267, 11-14=2603/941,
7-18=372/828, 6-18=623/463, 6-20=197/422, 4-20=189267, 3-21=2603/941
NOTES-
1) Unbalanced mof live bads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.0psf, h=15fk Cat II; Exp C; Encl., GCpl---0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1,60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at--lb)14=603,
21=603.
LOAD CASE(S) Standard
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Job Reference o Oonal
izf.,l
Dead Load Dell. =114 in
6x8 MT20HS= 5x8 MT20HS=
c nn1`115" 1 8
3
qx,,r = 3x5 = 48 = 3x5 = 3x5 = 4x6 = 3x5 =
Sx9 \\
1+0 484e
MIT
218-1 1&11J -366a x5-(-0 bap
i eato I as-m I e-am3
I M I sam oG9
Plate Offsets MY)—
120-0-0.0-1-141 13:0-6-0 0-1-0]
p:04-8 6-2-0I 18:04-8 0.2-01
T13:0-5-4Edpe7
120:13v-12 0.1.41
LOADING(psf)
SPACING. 240-0
CSI.
DEFL
in Qoc)
IldeO
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO 0.96
Ved(LL)
-0.47 14-16
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.91
Ved(CT)
-0.7317-19
>731
180
MT20HS
1871143
BCLL 0.0
Rep Stress Inv YES
WB 0.98
Ho2(CT)
0.15 13
n/a
n/a
BCDL 10.0
Code FBC2017trP12014
Matrb(-S
Weight 243 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.26ExcepY
T4: 2x4 SP M 31
BOT CHORD 2x4 SP M 31 'Except'
B2:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No23.11.6
REACTIONS. (size) 20=0-8-0 (min. 0-1-8). 13=0-" (min. 0-1-8)
Max Hom20=167(LC 9)
Max UpIIt20--596(LC 8), 13=557(LC 9)
Max Gmv20=l740(LC 1), 13=1639(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing.
FORCES. Qb) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-572129, 2.3=507/103, 3-4=3034/1045, 45=2945/1044, 5E=2941/1068,
6.7=2464/887, 8-9=24731895, 9-10=-3077/1115, 10-11=-3093/1091, 11-12=-0178/1092,
12.13=3267/1072, 7-8=196VMS
BOT CHORD 1-20=261491,19.20=9972734,18-19=7532430,17-18=76=430, 16.17=-057/1964,
16-16=598/2458,14-15=59812458, 13-14=-8842878
WEBS 8.16=,354/8D9, 9-16=-689/481, 9-14=255/552, 11-14=2341303, 7-17=343f787,
6.17=r47f468, 6-19=213/431, 4-19=179269, 3.20=2626/938
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=S.Opsf; h=15ft Cat II; Fxp C; End., GCpi=0.18,
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) An plates are MT20 plates unless otherwise Indicated. -
5) This truss has been designed for a 10.0 psi bottom chord live load nonconaorent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at —lb) 20=596,
13--557
LOAD CASE(S) Standard r n
--t
,q[i,•�a ! R n �� i
. L�rjS c-A4fl��a .lY t•; Sh rg,n�u4rj, ri -s�.r�x�:
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Job
Truss
Imes lype Uty My
Ryan Hamel
1833E
AM
Mp 1 i
Job Reference (optimal)
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ID:hRvGRVJa037vrfORk01 Rzgz7mRuJvvpK07eCrxe30Xr571kFOU)y1 xxh52NXAHL5hy7iyj
1-0-0 Sk0 7-13 13-fi-10 20-0-0 283-0 3Ne-13 39-1-11 45-0-0 4 g
1 33-0 2-13 .a56 GSE 63-0 6.2-13 6-2-13 5-IP5
0
Dead Load Dell. - 5/16 in
5x7 = _
5.00 12 5x5
7 0
20 1e I 17 16 15 14 6x6 II
4x5 = Us = 4x6 = 3x5 = 3x8 = 4,6 = 3,5 =
5x9 \\
1d
}40. todL I 2aOL 2a89 36p4 430U11-12 4SBA
1 9-4-0 Bie � 8-9-0 I B4i I &
Plate Offsets KY)—
12:0-0-0,0.1-141. r3:0-M 0-1-41 17:D-5-0
0-2.81 r20:OS12 0-1-41
LOADING(psf)
SPACING- 24)-0
CSI.
DEFL
in Qoc)
Well
t/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.82
VergLL)
-025 17-19
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.84
Vert(CT)
-0.5717-19
>935
180
BCLL 0.0
Rep Stress Inv YES
WB 0.55
HDm(CT)
0.16 13
n1a
n/a
BCDL 10.0
Code FBC20171TP12014
Matra-S
Weight 248 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No2 'Except*
T5: 2x4 SP M 31
BOT CHORD 2x4 SP M 31 'Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3 3-6.2
REACTIONS. (sae) 13=Mechanical, 20=0-B-0 (min. D-1-8)
Max Herz20=152(LC 10)
Max Upllftl3=540(LC 9). 20=579(LC 8)
Max Grav13=1639(LC 1), 20=1740(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins.
BOT CHORD Rigid ceiling directly applied or 6-610 oc bracing.
WEBS 1 Row at midpt 6.17, 7-16, 9-16, 3-20
FORCES. Qb) - Max Comp./Max Ten. -All forces 250 Qb) or lass except when shown.
TOP CHORD 1-2= 480//, 2-3=-040188, 3-"005/1025, 4-5=29351930, 5-6=28981944,
6-7=2385/791, 7.8=214gfT71, 8-9--2391/795, 9-10=2990/990, 10-11=3034/978,
11-12�3165/1070, 12-13=3246/1052
BOT CHORD 1-20=11/419, 19.20=9742696, 18-19=7972679,17-18=797/2579,16-17=4992140,
15-16=-6532609, 14-15=-6532609,13-14=-8732854
WEBS 6-19=—M347, 6-17=607/398, 7-17=1861563, 8-16=138f571, 9-16=644/407,
9-14=78/424,11-14=153254, 3.20=2701/939
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151k Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pal bottom chord live load noncencumentwith any other live loads.
5) Refer to girder(s) for truss to buss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uprr t at)olnt(s) except at=@)13=540.
20=570:7 .=r.`t.
LC
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IMSS
lm55 iype Ryan Homes
1833-B
A30
JUIY JMY
Hip 1 1
Job Reference o Ebnal
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1d-0 5-0-0 7-0-11 13Ao 20A-0 2aa-0 32-10-12 3P7-7 4fA-042-2A
I Z-1 W �2$11 6-a11 I s_z-11 I aso I— sz-1z I s-zm �z�-e oa-o
Deed Load Dell. - 51161n
5x5 = Sx7 =
5.00 F12 7 u
3x4 = 46 = 3xB = 3x4 = 3x4 = Sx4 =
Us =
Ida
1-0-0 1080 2a{1a i6.3-0 3681 LM— Ib2A
hA�l � 810 I Bie I 689 � B+1 I 58-0 �B3
Plate Offsets (KYF- f2.0-M
0.1-141 12.0-5.12 0-1-41 f3.0-fro
0-1-47 fe'0-5-40-2-87
f9'0-2-8 0-3-01 r12'0-2-00.2.121
LOADING(Psf)
SPACING- 2-0-0
CSL
DEFL in (loc) I/de8 Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Ved(LL) -024 16-18 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.98
Vet(CT) -0.54 16-18 >902 180
BCLL 0.0
Rep Stress Inv YES
WB 0.92
Hors(CT) 0.13 12 nla n1a
BCDL 10.0
Code FBC2017/TP12014
Matrix-S
Weight 240 lb FT= 20%
LUMBER- BRACING-
'
TOP CHORD 2x4 SP No2 TOP CHORD
Structural wood sheathing directly applied or 2-6-7 oc pudins, except
BOT CHORD 2x4 SP No2
end verticels.
WEBS 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 2-2.0 oc bracing.
WEBS
1 Row at mldpt 6-16. 6-16.9-14
REACTIONS. (size) 19=0-8-0 (min. 0-1-14), 12=0-0-0 (min. 0.1-12)
Max Harz19=213(LC 8)
Max Upllft19=547(LC 8), 12=473(LC 9)
Matt Grav19=1606(LC 1), 12--15D4(LC 1)
FORCES. (Ib) - Max. CompJMax Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 1-2=451/0, 2-3=408178, 3-4=2724/949, 4-5=26291867, 5-6=2594/882,
6-7=20567700, 7-8=1838/685, 8-9--1955/668, 9-10=1930I614
BOT CHORD 1-19=0/390, 18-19=963/2447.17-18=77812271, 1G77=7782271, 15-16=42111744,
14-15=-421/1744,1&14=50711665, 12-13=-41211277
WEBS 3-19=24661870, 6-18=56/370, 6-16=606/397, 7-16=961480, 8-16=151/306,
8-14=9&361, 9-14=228259, 9-13=295/168,10-13=-M624, 1D-12=1895162D
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh--160mph (3-second gust) Vesd=124mph; TCDL=4.2psF, BCDL=5.CW,, h=15fk Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconctment with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)19=547,
12=473.
LOAD CASE(S) Standard
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1B334i
A4
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ID:fzRVGRVJaO37wfORkOlPzgz?.Ru-FIOa139.jSBM1101DMCLp27dra4817g7UmSXZy ryh
653 12-2-1a 18-0-0 23-0-0 2a$-0 r s9s ss6 I sa-o s-4-0 I W
s3 &13 sz-ssss
4e�a-
5x7 =
5.00 F12
2x4
11 6x7 =
6
7
8
3x5 G
—
3x6 9 6
2x4 J 4
4x5 4
3
4x5 G 2
7
5x6 =
20
19 18
17 16
15
' 415=
3x5=
4x6=3x5= 3x8= 3,5=
Us =
D
ead
Load Dell. - 114 in
3x5
g 3x6
10
2r4 Q
11 d
3x5 - It
12 3x5 C
13
lg
14
3x5 =
6x6 II
1I-0
5a ea -a teac zs4a i zaaa I al-a4 4% 46&e
Plate Offsets (X Y)— rl:0-1.6
Edoel, f1:a3-2,0-3-01.16:D-54
0-2-6)
I6:0-5-0 D-2.81
'
LOADING(psf)
SPACING- 24)-0
CSL
DEFL
in (too)
Vdeft
Vd
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
0.27 17
>999
240
MT20
2441190 '
TCDL 7.0
Lumber DOL 1.25
BC 0.99
Vert(CI)
-0.5314-16
>999
180
SCLL 0.0
Rep Stress Ina YES
WB 0.77
Horz(CT)
0.19 13
n/a
We
BCDL 10.0
Code FSC2017rrP12014
Matrix-S
Weight 261 It
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP Ne.2 *Except! TOP CHORD
75: 2x4 SP M 31 BOT CHORD
BOT CHORD 2x4 SP No.2 `Except'
B1: 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 3-0-9, Right 2x4 SP No.3 3.1-13
REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 13=Mechanical
Max Horz1=137(LC 9)
Max Upl101=537(LC 8), 13=330(LC 9)
Max Gmv1=1677(LC 1), 13=1677(LC 1)
FORCES. (lb) - Max CompJMax Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=361511147, 2-3-3558I1160, 3-0=379/1031, 45--331911041, 5.6=2678/921,
6-7>25411946, 7-8=25411946, 8-9=26421910, 9-10=3096/981, 10-11=31551971,
11-12=-3243/1044,12.13=-331911033
BOT CHORD 1-20=112313262, 1&20=-8632899, 18.19=-8632899,17-18-5112420,
16-17=-5972386, 1Si6=7522777, 14-15=7522777,13-14=-&9=912
WEBS 3-20=256283, 5-2D=4V456, 5-18=-6521391, 6-18=1891568. 6-17=1311388,
7-17=321241, &17=149/433, 8-16=173/526, 9-16=,5551359, 9-14=561831
4) This truss
5) Refer to gi
6) Provide m
13=530._"
LOAD CASE
Structural wood sheathing directly applied or 2-9-4 oc puriins.
Right ceiling directly applied or 2-2-0 oc bracing.
roof live loads have been considered for this design.
7-10; Vult=160mph (3-second gust) Vasd,=124mph; TCDL=4.2psf; BCDL=5.0psf; h=151q Cat II; Exp C; End., GCpl=0.18;
velope); Lumber DOL=1.60 plate gulp DOL=1.60
;uate drainage to prevent water ponding.
is been designed fa a 10.0 psf bottom chord live load nonconcunent with any other live loads.
er(e) for truss to truss connections.
hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (p=1b)1=537,
--
t)
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I Was type
y Ryan Homes
1833-6
A4e
Hip
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Job Reference o 'one
ID:frRvGRVJe037wfORkOlRzgz7mRu-jUayyPASUmJDwTGDmFCRt161dF74uIBpD8W73Ty g
ES3 192-10 16a-0 23.4-0 M W 41-6-0 42-2A
ssa I sss i ssA I saa I s4A � s7� i sziz�aA
Dead Load Dell. - 3/16 in
5.00 F12 5x7 = 214 11 5x7 =
3x5 = 30 = 4x6 = 3x4 = 3x8 = 316 = 3x4 = 3x7 = 2x6 II
1a-0
t8q BBO 1e00 234-0 288a 353d 41i-0 4N
M8—d � a+0 I e+e I 54-0 6J-0 I 67i I 62-12 Ba
n�
Plate Offsets (X,Y)- 11:0-310A-3-01
16:0-5-4.0-2-81.18:0-5-0.0-2-81,
rl 1:Edge.D•3.81.
(12:D-2-0,0.1.81
LOADING(psf)
SPACING. 2.0-0
CSI.
DEFL
In (loc)
Well
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.54
Vert(LL)
0.20 16-18
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.69
Vert(CT)
-0.40 16.18
>999
180
BCLL 0.0
Rep Stress Inr YES
WB 0.78
Horz(CT)
0.12 11
Na
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrb(-S
Weight 252 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2'ExcepC
31: 2x4 SP M 31 BOT CHORD
WEBS 2x4 SP No.3 WEBS
SLIDER Left 2x6 SP No.2 340-9
REACTIONS. (size) 1=0-8-0 (min. 0-1-8),11=0-8-0 (min. 0-1-13)
Max Horz 1=198(LC 8)
Max Upl'dU=506(LC 8), 11�461(LC 9)
Max Grav1=1542(LC 1), 11=1542(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. -Al forces 250 Via) or less except when shown.
TOP CHORD 1-2-3287/1071, 2-3=3164/1094, 34=3046/954, 4-5--2986/964, 5-6i=-2335/818,
6-7=2130/822, 7$=2130/822, 8-9=2110/744, 9-10=2110/654, 10-11=14781487
BOT CHORD 1-18=1115Y2963,17-18=8522586, 16-17=-U2J2686,15-16=5882104,
14-15=519/1878,13-14=519/1878, 12-13=547/1890
WEBS 3-18=265/286, 5-18=871464, 5-16=-656/392, 6-16=190/567, 7-15=319239,
B-15=181/554, 9-12=391230, 10-12=545/1892
NOTES-
1) Unbalanced roof If
2) Wind: ASCE 7-10;
MWFRS (envelope
3) Provide adequate
4) This buss has bee
5) Provide mechanic
11=461.
LOAD
.60 plate grip DOL=1.60
A
Structural wood sheathing directly applied or 2-11-15 cc pudins, except
end verticals.
Rigid ceiling directly applied or 6-5-0 oc bracing.
1 Row, at midpt 6-15. 9-13
h=15tk Cat 11; Exp C; End., GCpi=0.18;
nonconcurrerd with any other live loads.
I capable of withstanding 10016 uplift stjoint(s) except Qr1b)1=506,
BL
/-' �i
PE76051
is
•:,:mom,
--- �G \
I
ico
Truss
Iruss lype
Ryan Homes
18339
lu
HP 1 1
Jab Reference (optional)
awmem i msa, r� nerm, r�„ scam rtua: v.mu s �a n zuie rnnv o.wu a w n zmo mu es noMTs, me me uec 1. warty ze,o re e h
ID.d7RvGRVJaO37wfORkOl Rzgz7mRulUayyPASUmJDwTGOmFCRt16ERFmuilpDBW737y iyg
1e-0, 5-0-0 8-&14 1fi-0-0 23e-0 30.8-0 3a-0d I 6-11 45-0-0 45-e,a
'1+0� 3$U 3316 i ]bY I ]-0-0 I 7-d-fl i 741 -12 0=&b
5.00 12 5z8 = 2x4 II 5d! =
6 7 v
• 4x5 = 2x4 11 5x6 = 3x8 = 315 =
5x9 \\ axe =
MD
Dead Load Deft. = 114 in
1e
irao, e-at4 1aa0 zs4a soea asod es-oo 469A
5 s— 11TI awl ]ir�l lea I ]e-� I s-n-t�z s
Plate Offsets(X.Y)" f2:0-0-0,0-1-141.f3:0-6-0,0-1-41.f6:0.5.12,D-2-81.fB:D-5.12,D-2.81.f17:0.3.0.0.3-41.
f19:D-5.12,D-141
LOADING(psf)
SPACING- 2-0-0
CST.
DEFL
in (ion)
Udell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.81
Vert(L-)
0.28 16
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 125
BC
0.83
Vert(CT)
-0.5114-16
>999
180
BCLL 0.0
Rep Stress Ina YES
WB
0.99
Hoa(CT)
0.10 12
n/a
nla
BCDL 10.0
Coda FBC2017r P12014
Matrix-S
Weight 243 lb
FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 31 *Except'
T3: 2x4 SP No2
GOT CHORD 2x4 SP No2 *Except'
B1: 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3 4.1-7
REACTIONS. (size) 12=Mechanical,19=D-6-0 (min. 0.1-8)
Max Harz 19=122(1-C 9)
Max Upliff12=501(LC 9), 19=539(LC 8)
Max Grav12=1639(LC 1). 19=1740(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing.
WEBS 1Raw at rridpt 4-17, 1D-14
FORCES. (Ib) - Max CompJMax Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=5271100, 2-3=d981173, 3.4=J0521986, 45=26921928, 5.6=26351951,
6-7=275411067, 7-8=275411067, 5-9=26611962, 9.10=27331941, 10.11=3195I1024,
11-12=328Br1003
BOT CHORD 1-19=921466,18-19-846I2750, 17-18=84612750,16-17=-6821243B, 16-16=68612483,
14-15=68612463, 13-14=84612895, 12-13=84612895
WEBS 4-18=01255, 4-17=3811324, 6-17=-021418, 6-16=1991586, 7-16=-0351332,
B-16=189/567, 8-14=861449, 10-14=5101359, 1D-13=01310, 3.19=26431827
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUIt=160mph (3aecond gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15R, Cat II; Exp C; Encl., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconconent with any other live loads.
5) Refer to gWer(s) for.truss to truss connections.
6) Provide mechanical connecdori (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt-lb)12=501,
LOAD CASE(S) Standard
PE,76051 n
�i����•SS,�NAI
A
0Truss
Iwas iypo Y
Ryan Homes
1 a3%
A6B
Hip 1 1
Job Reference loptional
saVmem I Nss. r4 rief_w, rL,. =l _ ..uu...... ....a.eie r.n.v..ovo.._....v�.nn.......__........ ... _. .___�._..._...___._ __.
ID:6RvGRVJaO37wfORkOl9;0;iRu-BgeK91A4RAWdAykgOEePdaIdde69-0VtbSy7tyf
�> —i &3-14 1 1fi-60 I 234-0 I 30-9-0 i 3631 1 41 A-0 42-2A
1-d-0 M Mill 782 7.40 74-e 67A !IL U ea-0
5.00 12
Su7 =
v
Dead Load Deb. = 31161n
3x5 = 2x4 II Sx6 = 3x8 = 3X6 30 = Us = 2x6 II
5x8 \\
1J-a
5-0q 1 631d 1600 T34-0 3D&0 363-{ 41fi-0 d3-2A
A- att-u
Plate Offsets (X Y)— r2'0-0-0
0-1-141 f3:0.6-00-1-41
16'0.5-12 0-2-81
r8.0.540.2-87
f 12:D-2-12 0.1$ 116:0-3-0 0-3-07 f18.0-5-12,0-2-01
LOADING(psf)
SPACING- 24)-0
CSI.
DEFL
in One)
Udell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.78
Vert(LL)
021 16-17
>999
240
MT20
2441190
TCOL 7.0
Lumber DOL 125
BC
0.73
Vert(C)
-0.4216.17
>999
180
BCLL 0.0
Rep Stress Inn YES
WB
0.89
Horz(CT)
0.11 11
We
nla
BCDL 10.0
Code FBC2017rIPI2014
Matrix-S
Weight 237 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No2'ExcepY
T2 2x4 SP M 31
DOT CHORD 2x4 SP No.2 *Except*
B1: ZA SP M 31
WEBS 2x4 SP No.3
REACTIONS. (size) 11=0-8-0 (min. 0-1.12),18=0-8-0 (min.0-1.8)
Max Horz18=183(LC 8)
Max Uprdt11=472(LC 4), 1B=509(LC 8)
Max Grsv11=15D4(LC 1), 18=1606(LC 1)
BRACING -
TOP CHORD Structural wood sheathing dlrectly applied, except end verucels.
BOT CHORD Rigid calling direc0y applied or 7.3-1 oc bracing.
WEBS 1 Row at midpt 4-16
FORCES. (ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2---487f78, 2-3=-470/147, 3-4=27541891, 4-0--2372IB27, 6.6=2315/849,
6-7=23151928, 7-0=231SM28, 8-9=20801T70, 9-10=1946/643, 1D-11=14461495
BOT CHORD 1-18=711428, 17-18-845/2483,16-17=-84512483,15-16=-6602143,14-15=567/1863,
13-14=567/1863,12-13=54511747
WEBS 4-17=0/256, 4-16=-000/327, 6-16=-62J426, 6-15=137/405, 7-15=-447t337,
8-15=2567714, 9.13=351290, 9-12=-4701244, 10.12=55611785, 3-18=23781752
NOTES-
1) Unbalanced roof rive loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=1 BOmph (3secend gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.0psF h=15ft; Cat. 11; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psi bottom chord live load noncencu ant with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at--Ib)11=472,
18=509.
LOAD CASE(S) Standardri`
MaA:-f
"my . • 1. _
;
JoD
Truss
I russ lype
Ryan Homes
1833-B
A6
Hip
2 1
Job Reference (optional)
aaumem cuss, n. nmm, r..»wi nun:o.auus vaai w,s rnnc v.cwswxr cummu en mvusnm mcm c - -
ID.'fzRvGRVJa037wIORk01 Rzgz7mRug5iN58i0NZx9nbolgFvySBew2ebMcO6hS76fXye
4EN I z
17-7.12 14-00 11,,, 268-7 32-&0 39-0-4 17 45-0.0 M 3$o3b0 a-72 ICI s1-e I 68u I stt-9 I sM s1a1z
5x5 = 3x6 =
3x5 =
5.00 12 5 12 6 7
3x5 G
3x12G 4 /W\�
3
1 2 .
20 19 18 17 16
4x5 = 2x4 II 3,11 = 06 = 315 =
5x8 \\
Dead Load Dell. - 5116 in
ax5= 5x5=
9
3xs
6 10
4x5 c c
11 4x5
12
15 14 13 6x6 II
4x6 = Us = zx4 11
140
1 ]-7-12 L= 23a-0 92$O 99dJ 4: h 468A
5a�-I ssu s+4(w11�iz ad
Plate Offsets (X,Y)- 11:0-1.6,Edgel,
12:040-0,0-1-141.
13:0-6-0,0-141 112:D44,0-0-51,
120:0-5-12,0-1-121
LOADING(psf)
SPACING. 2-0-0
CSI.
DEFL
in Qoc)
Udell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
0.30 16
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.87
Vert(CT)
-0.5714-16
>928
180
BCLL 0.0
Rep Stress Ina YES
WB 0.99
Hom(CT)
0.17 12
We
n1a
BCDL 10.0
Code FBC201711PI2014
Matrix-S
Weighb2431b
FT=20%
LUMBER -
TOP CHORD 2x4 SP M 31 'Except'
T2,T3: 2x4 SP No2
BOT CHORD Zx4 SP M 31'ExaepY
B3:2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.23-6-15
REACTIONS. (size) 12=048-0 (min.0-1-15), 20=0-8-0 (min. 0-1A)
Max Ham 20=107(LC 10)
Max Upllft12=521(LC 4), 20=548(LC 5)
Max Gravl2=1639(LC 1), 2D=1740(LC 1)
BRACING -
TOP CHORD Structure] wood sheathing directly applied or 2.10-9 oc pudins.
BOT CHORD Rigid ceiling directly applied or 5-10-5 cc bracing.
WEBS 1Row at midpt 6-18.8-14
FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 1-2--487/1D3, 2-3=481/165, 34�302011032, 4-5=281411027, 54i-2575J993,
6-7�3090/1189. 7-8=309011189. &9�2614/lOO6, 9-10=285911043. 10-11=319911078,
11-12=-328211066
BOT CHORD 1-20=95/436,19-20=8522715, 18-19---05212715,17-18=1004/3028, 16-17=1004/3028,
16-16=100713043, 14-15=10D7/3043, 13-14=8992886, 12.13=8992886
WEBS 4-18=201254, 5-18=190f718, 6-18=75B1321, 8-14=7301309, 9-14=19W44,
10-14=,421293, 3-20=26371872
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Ops , h=151k Cal II; Exp C; End., GCpl=0.18;
MIWFRS (erwelope);'Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load noncanatrant with my other live loads.
5) Provide mechatdral mmedlon (ry others) of truss to bearing plate capable of withstanding 100 Ile uplift atjoint(s) except QI-I- b)12--521,
20=548 <<', c ' di2ra.' ..n. •'
LOAD CASE(S) Staddald ti,.r - tom• ,i, - 1:•
_!'�!LT
La � .W ,..
�. ��\ N M-B�'
ENSF�����%
PE 76051 \1 '
! � 1
I I
A
Job
Iruss
Iruss lype
Q11y Ryan Homes
1831E
A7
Kip2
IPly
1
Job Reference a tional
I5:hRVGRVJa037wf6Rk6lRzgz7mRu-83GSaR(36NhomlYt4meVOanpSzs5B5FvfikggKyTryd
all 12-0-0 1974 21112 34-e-0 46e4 4500 45ar0
r 63-14 I 5-B-2 . F 7-7d 1 7-58 ]-74 I 51I I AM& 68-e
SO =
S.I0 r2 4
2x4 II US = 3x5 =
5 a 7
-'— 17 14
4x5 = 2x4 II 3x5 = 4x6 = 3x8 = 3x5 = 06 = 3x5 = 2z4 II
Dead Load Deb. - 61161n
1
)
1 i
II
+0
50p , s3-u 1z-0-0 1674 Z7- 3480 48M 456e 40&e
Alf 1 {-11-11 I sai 7-`fi I ]d0 I ]a4 I s41 I all-1z a9-0
Plate Offsets MY)-
ry:0-3-2 0-3-01 11.0-1-6 Edcel 14'0-5-4
0-2-121 18'0-5-12 0-2-87
M 1.041.4 0-D-51
M 6:0-2-8 0-1-81
LOADING(psf)
SPACING- 24)-0
CSL
DEFL
in Coe) VdeB
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.74
VeA4)
0.41 15-16 >999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.94
Vert(CT)
-0.6915-16 >784
180
BCLL 0.0
Rep Stress Inv YES
WB 0.70
Horz(CT)
0.23 11 nla
n1a
BCDL 10.0
Code FBC2017[rP12014
MabixS
weight 245lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 'Except' TOP CHORD
T1: 2x4 SP No2 BOT CHORD
BOT CHORD 2x4 SP No.2 WEBS
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No22-11-15, Right 2x6 SP No.23.0-7
REACTIONS. (sae) 1=04-0 (min. 0-2-0),11=D-8-0 (Mn. D-2-0)
Max Horz1=92(LC B)
Max Upiifti=555(LC 5). 11=v59(LC 4)
Max Grav1=1677(LC 1), 11=1677(LC 1)
FORCES. Cb) - Max Comp./Max Ten. - All forces 250 Cb) or less except when shown.
TOP CHORD 1-2=365611235, 2-3=-360111249, 3-0=3216f1196, 4-5=375311498, 5-6-753I1498,
6-7=375311498, 75--371411485, 8-9�3W7/1157, 9-10=3264/1145, 10-11=338/1135
BOT CHORD 1-19=1088/3297, 18-19=108813297, 17-18=95712926,16-17=95712926,
15-16=1302/3714,14-15=919/L819,13-14=91912819,12-13=96212928,
11-12=9622928
WEBS 3-18=-425296, 4-18=591397, 4-16=-435I1111, 5-16=-431/324, 7-15=5021332,
B-15=461/1179,8-13=.34/310
Structural wood sheathing directly applied or2-2-0 oc puffins.
Rigid calling directly applied or 2-2-0 oc bracing.
1 Row at midpt 7-16
NOTES-
1) Unbalanced roof five loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15R Cat II; Exp C; End., GCp1=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 pat bottom chord live load nonconctment with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Gt--Ib)1=555.
11=559. is ...
LOAD CASES) Standard_ "',,54.4
ti ' %•:t" - .
a.+_c'_":iirSl att".,.pr:c• '.4' s- ....
; v
10
JOD
IMSStruss;
IYPB Qty My Ryan Hanes
183341
AS
Hip t 1
Job Reference (optional)
aoumem ruse, rL netts, rL, scam nun: b2ju a ua [12u1a Pnnc e.z: u S U 21 3ul8 Mr
nauspl¢9; InF iu¢ U¢c Itl 14:S1:S12ole Page 1
ID:f2RVGRVJaO37wf0RkO1 Rz9YlmRucFgTcn�iP5aB75HN2tG_9sPKga9PemUDCny7iyc
4 26U 2344 0aa4 72 iaa2 46-0-0 46a0
4]•14 �h
Dead Load Dart - 318 in
5.00 12 Sx7 =
2x4 II 318 = 3XG = 2t4 II Sx7 =
4 5� fi 7 era 9
ME
5X8 =
US =
19 1817 16 1514 13
34 = 4x6 = 2X4 II 3x8 = Us =
3X6 = 4x6 =
L•--
5xa =
4X5 =
468-0
Mloco tsat4 2s4o 2B-t1-2 3sso 458-0 4sao
eo-o eau I e-ra I e-]-2 ae-u I so-g
Plate Offsets MY)- r1:0-3-2.0-3-01,
NZ-1.6.Edgel, f4:0-6-4.0-2-121
r9:0.5.4 0-2-121,
112:0-3-2 0-3-01
f12:1.3-11.Edae1 r15:0-1-li0-1-8L
rl7:0-3-0 0-1-81
LOADING(psi)
SPACING- 2-D-0
CSL
DEFL
in Qoc)
Vdefl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL)
0.50 16
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.47
Vert(Cr)
-0.80 16-17
>690
180
BCLL 0.0
Rep Stress Inv YES
WB 0.71
Horz(CT)
0.20 12
- n/a
Na
BCDL 10.0
Code FBC2017/rPI2014
Matrix-S
Weight 242In
FT=20%
LUMBER -
TOP CHORD 2x4 SP No2 •Except•
T2,T3: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No2 2-5-Z Right 2x6 SP No2 2-5-2
REACTIONS. (size) 1=0-8-0 (min. D-1-8), 12=D-8-0 (min. 0-1-8)
Max Horz 1=76(LC 10)
Max Uplrft1=589(LC 6), 12--589(LC 4)
Max Gmvl=1702(LC 1), 12=1702(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc pudins.
BOT CHORD Rigid ceiling directly applied or 541-4 oc bracing.
FORCES. (lb)- Mau- CompJM= Ten. -All fames 250 Qb) or less except when shown.
TOP CHORD 1-2=368411368, 2-0=362611375, 3-4=343511291, 4-5=-4323I1750, 5-6--4323H750,
&7=432311750, 7-0=432311750, 8-9--432311750, 9.10--3435/1291, 10-11=362611375,
11-02=368411368
BOT CHORD 1-19=1205/3314,18-19=1071/3147,17-18=107lyd147,16-17=174514701,
15-16=174514701, 14-15=106913147, 13-14=1069/3147, 12-13=1203/3314
WEBS 3-19=197/284, 4-19=201373, 4.17=62511471, 517=385292, 6.17=5221177,
6-16=0/282, r.15=5221177, 8.15=3851292, 9-15=625/1471, 9-13=201373,
10-13=1971284
NOTES-
1) Unbalanced mot live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=42pst BCDL=5.Opsh h=15ft; CaL II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 par bottom chord live load nonaacurrent with any other live loads,
5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ql=1b)1=589.
127-589.
t^�; 17 3,Y;gt'�,ir � `�_• "� ice'): ,. ".: r^..v .
LOAD CASE(S) Standard ref' • 1
r4h1 i L. t`1 3c ti,? q rY y C >
,tit
1N'_ tr(�
`'J, �i
��//
, 1"5. 4Jy 2tITI�}�y� t R r 5c. Y- � � ♦ �. F. \ i Y.I). "' ' s.l'Y,--t. tit .. ,`••i:Y:•' �. v: 1. � m:.:' . '-r; � / \ i
PE 7bUZ,
r -ie: c ly �T'.x%Z aCfl?ri, <7•"1�4 S 1 (. �
Sj
c \
S/0jVA>) E \\\\
ion
Imes
rums I ype y
Ryan Hamel
3-9
MG
Hf7 Girtler 1 2
Job Referenceo tional
.70umem I N59. rL Marna. rL..: Uol nun:.. .6 v¢ Ll2UID rmc a.W V 6 Va n cola run e6 mvusmas mC: me {!BC to w:v,:T eu,a- ra a 1
ID..fzRvGRVJe037wfORkOIRzgz7mRu-0gVb .'ngMD6; mgDg4fVu'S530f1wkrgkitp5y iyZ
' 31164
I I 14 I�1-7 I 32-Sdi I 368-0 I42�-2 I16-0
30U 4 2�714d6&0
871
Dead Load Ded. = 9116 In
5.00 12 as =
2x4 II 3x8 = 4x6 = 2M II Us = 5x8 =
4 22 23 5 — 24 25 6 26 7 27 8 28 29 —30 9 31 32 10
PPPPF
Pon
i PA - AM
a
5xe = 21 33 36 20 19 35 78 36 37 38 17 39 16 15 40 41 14
4x6 — 3X5 — 4x12 MT20HS= Dc4 II 3x8 = 3x8 = 3x5 =
410 = 410 MT20HS=
Sx8 =
4x6 =
Plate Offsets MY)— 11:0-3-2.0301
11:0-0-14 Edgel,
f4:0-5-120-2-81. 17:0-3-0
Edgel
110:0S72.0.2-81 f13:D3.2 0301 113:1-3-3 Edgel,
115:0-2-8 61-e1
f20:0-2-8.G-1-121
LOADING(psf)
SPACING- 2-"
CSI.
DEFL.
in Qoc)
Well
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.65
Ved(LL)
0.87 17-18
>634
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC
0.69
Vert(CT)
-123 17-18
>450
180
MT20HS
187/143
BCLL 0.0
Rep Stress Ina NO
WE
0.79
Hom(CT)
0.25 13
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight477lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No2'ExcepY TOP CHORD Structural wood sheathing directly applied or 3-8-15 cc pudins.
T2,T3: 2x4 SP M 31 BOT CHORD Rigid celing directly applied or 6-11-15 cc bracing.
GOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.21-10-10, Right 2x6 SP No.21-10-10
REACTIONS. (size) 1=0-8-0 (min. 0-1-8),13=041-0 (min. 0-1-0)
Max Hom 1=61(LC 8)
Max Upl'dt1=1529(LC 5), 13=1529(LC 4)
Max Grav1=3347(LC 1), 13=3347(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2-753213534, 2-3=7480I3538, 3-4=762613628, 4-22=10652/5138,
22-23=10651/5138, 5-23=10651/5138, 5-24=1065115138, 24-25=1065115138,
6-25=10651/5138, 6-2fi=1245215991, 26-27=12452/5991, 7-27=1245215991,
7-28=12452/5991, 8-28=1245215991, 8-29=1245215991, 29-30=1245215991,
9-30=1245215991, 431=10653/5140, 31-32=1065315140,10-32=10653/5140,
BOT CHORD 1-21
19-2
36-3
16-3
144
WEBS 3-21
6-18
10.1
NOTES-
.1) 2-ply truss to be a
Tap chords mnne
Bottom chords cor
Webs connected x
2) A9 leads are consl
m connections have
3) lhrtialanced roof 8
14) Wind: ASCE 7-10.,
-s MWF'RS (emelop
5) Provide adequate
6) AO plates ere MT2
7) This truss has bee
8) Provide mechardo
,13=1529.
A.
,
Continued an pege_2
4-20=1992/4139, 5.2D=-674/595, 6-20=2098/982,
9-17=976=94, 9-15--169311073. 10-15=1995/41401
ed togetharwdh 10d (0.131'7di') nmis as follows: �_^
s foOovi 2A';l row, at 0.7-0oc �
d estollaws 2x4-1 rovi01
at D-9-0m -? 'J• `�fi,;;,- ,
at o-s wa 2z4atrow -0o�;>:
equaOy:epgie"d tri en p0es; except If noted as face in the LOAD CASE(S) section. Ply to ply
mvided to dutnbuts only loads noted as (F) ar (B), unless otherwise Indicated.
Is hmebeerlcrostderedforthisdesign 2`�� r�+.r_7, lyt'S,.- - ��\\1lIIIIIII////
I60mpti:(3samnd gust) Vasd=124mph TCDL-4 2psF BCD1OpsF, h=15fk Cat II; Exp C Encl., GCp1=0.16; \\\ PN M- BLF�1
nberDOL'A1.80plategdp DOL=1.60 ,` ..a" \\ _vr /
rsevrmwvo0ietvbi'dfratedg . Ile
!+lru�,��-/i
goad fo`r a t0A psf bottom diord Me load noncmicurtem with arty other Ova Ioads.
iodiiin(byp7o�tthers)ofbiAittso bearing plate capable ofwlhstanding 1DO lie uplift at)oint(s) except at --I 1A / PE 76051 t
If
fA
JOD
Inuss
IMSS lype
y Ryan Hamea
1833-9
A9G
Hp GWar
1 2 Job Reference o tional
Sau em Tense, Ft, Pierre, FL, 34951 Run: 8230 s Od21 2018 Pant 8.20U a Od 212016 MiTek Industles, Ina Tue eec 1814:51:5e 2018 P e 2
IOd2RVGRVJe037wfORk,OIRzgYlmRu-0gVbOoFnvCDGYImgDg4f VuS53011wlagkitpSiryZ
NOTES.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 270 lb up at 8-D-0, 107 Ib dawn and 150 Ib up at 10-0-12,
107 Ib down and 1501b up at 12-0-12, 1071b doom and 1501b up at 14-0-12, 1071b down and 1501b up at 16-0-12, 1071b down and 1501b up at 18-0-12, 1071b down and 150
Ib up at 20-0.12, 1071b down and 150 Ib up at 22-0-12, 107115doom and 1501b up at 23A-0, 107Ib dom and 1501b up at 24-7-4, 1071b down and 150 Ib up at 26.7-0, 107Ib
doom and 150 Ib up at 28-7-4,1071b down and 15D Ib up at 30-7-4, 1071b down and 1501b up at 32-7-4, 1071b dawn and 1501b up at 34-7-4, and 107lb down end 1501b up at
36-7-0, and 2221b doom and 279 Ib up at 38-8.0 on top chord, and 267 Ib down and 1161b up at 84)-0, 80 Ib down at 10-0-12, 801b down at 12-0-12, 801b doom at 14-0.12, 80
lb down at 16-0-12, 801b down st 18-0-12, 80Ib down at 2040-12, 80Ib down at 2240.12, 801b down at 234-0, 801b down at 24.7.4, 80Ib dawn at 26-7-0, 80 Ib down at
28.7.4. 801b dawn at 30-7-4, 801b down at 32-7-4, 801b down at 34-7.4, and 8016 down at 36-7.4, and 2671b down and 1161b up at 38-7-1 on bottom chord. The
design/selection of such connection device(s) Is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live.(balanced): Lumber Increase=1.25, Plate Increase=1.25
Ungonn Loads (plf)
Vert 1<=54, 4-10=64, 10-13=54,1-13=20
Concentrated Loads (Ib)
. Y.
8=107(F)17=64(F) 9=107 fl 15=64(F)14=267(F)16=-54(F) 22=107(F)
F) 31=107(F) 32=107(F) 33=54(F) 34=54(F) 35=54(F) 36=54(1`) 37=54(F)
i
PE 76051 /�
Job
rus5
Truss lype y Ryan Hamea
1833-9
A10
HaVKp 1 1
Job Reference o Gonai
6autham Truss, FL Pierce. FL.3 951
5x7 =
6.00 FIT
2A II Us =34 =
Dead Load DeB. - 3/8In
2x4 II 3x6 = 4x9 = 3A II
R In
5x8 = 19 78 17 16 15 14 13 - 12
4x5 = 3,5 = 4x6 = 21K4 II 3x.9 = 2x4 11 5x5 =
3x8 =
4x8 MT20HS=
1-0-0 1041-0 17.2.10 2439 314-7 3&SE 45-0-0 4650
14�4 &M 7-2-10 I 7b1d I 7-0-14 I 7_0-14 1 6fi10�&U
11
Plate Offsets (X.Y)- 11:0-3-2.0-3-01
I1:0.1-6 Edgel r4.0-5-0
0-2-121
110•az .o-t-12t
r12:0-2-e 0-2-121, f14:0-1-12 0-1-8t
117:030.0.1.81
LOADING(psf)
SPACING- 2-"
CSI.
DEFL
in Qoc)
Wall
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.72
Vert(LL)
0.50 16
>999
240
WM0
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.47
Vert(CT)
-0.7916-17
>688
180
hMOHS
187/143
BCLL 0.0
Rep Stress Inv YES
WB 0.90
Horz(CT)
0.18 12
We
rda
BCDL 10.0
Code FBC2017I P12014
MabbcS
Weight:244lb
FT=ZD%
LUMBER -
TOP CHORD 2x4 SP No.2'ExcopY
T2: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.22-5-2
BRACING -
TOP CHORD
Structure! wood sheathing directly applied or 2.2.0 oc pudins, except
end verticals.
BOT CHORD
Rigid ceding directly applied or 5-8-13 oc bracing.
WEBS
1 Row at midpt 6-17, 6-14
2 Rows at 1/3 pts 10-12
REACTIONS. (stre) 1=0-8-0 (min. 0-1-8), 12=Mechanical
Max Horz1=208(LC 8)
Max UpI6U=583(LC 5), 12=694(LC 5)
Max Grev1=1672(LC 1), 12=1672(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. - All (bores 250 Qb) or less except when shown.
TOP CHORD 1-2--361011352, 2-3=3553/1360, 3d=3363fl2T7, 4-5--4266/1753, 5-6=4266/1753,
6-7=3918/1620, 75=3918/1620, 8-9- 391811620, 9-10�391811620
BOT CHORD 1-19=1343/3248,18-19=121113081,17-18=121113081,16-17=186814536,
15-16=185814536, 14-15=186814536,13-14=10152449,12-13=1015r2449
WEBS 3-19=192283, 4-19=191378, 4-17=-629/1371, 5-17=4031310, 6-17r 3141136,
6-16=0293, (5-14=719288, 8-14=371282, 10-14=705/1711, 10-13=0/308,
10-12=281311165
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15$ Cat 11; Exp C; Encl., GCpl=0.16;
MWFRS (emetope); Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 pad bottom chord live load nonconcunent with any other five lads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstand'mg 100 Ib uprift at joint(s) except Qt=Ib)1=583, -
12=694.
LOAD CASE(S) Standard -
�1
x
M.eL���i
ate:.
„f ai Tt.. , ��
i '
rrh, '_
r �/
-t.""•
her �.
z. 4r` ..cam `
,•a'
,h, -..,
�� Q'- GENSF\��
Qj
:�•���a.
. `^'
r1'_aY'^l .'I•i� �a�.
/ 'PE76051
1 /
NIV
YG DSiYi �.t .•
R•lf..�T .
---
•ate}^�{' _�[r�
•J v'SY �-„y
/�� S�,�{+
/"//�/)��
job
1juss
russ I ype
y
Ryan Homes
7e3}B
AHG
Hall FfivGWer
t 2
Job Reference (optional)
JVYNCT IIYSS,M1r,elW, rL., Y,AII RY11:0.<JV6 VG{LILVIOrMI: O.[JU9 V41[l (YIO M„ER,UUYeNC3�,VG "
ID:6RvGRVJaQ37wfORkOIRzgz?mRo-RPBI¢gHk8gao701LLLOnHBWyOHQEEEQHWuXPQy iyW
t4d-6 7-4 260a321 d&344 dI 1-0.2a2 6--2 G32 44&0
�841
5.00 12
Dead Load Deft =1Q In
5x8 =
2x4 II
3x8 = 44 =
2x4 II 4x8 =
Us = 2x4 II
4 22
23 5 24 25
26 6 27 728
6 29 31 932
33 10 34 t
36 37 US =128
54 55 13
21 39
40 20 41� 42
18 43 44 45
4617 47 16 48 49 15 50
61 62 1453
3%5 =
4x10 MT2DHS=
2x4 11
3x8 = 2x4 11
4x12 =
3x5 11
3x12 =
4x10 MT20HS=
1-4a
M1-0-0 B-00 14d8 207� 26100 33a12 393-6 IV= 4641A
sac I s-4a I a212 F SR12 1 sa-u I o-au I�
LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) gdell L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.80 17-18 >679 240
TCDL 7.0 Lumber DOL 125 BC 0.63 Verl(CT)-1.1217-18 >485 180
BCLL 0.0 Rep Stress Ina NO WB 0.92 Hord(CT) 0.21 13 Na n1a
BCDL 10.0 Code FBC2017/IPI2014 MabbrS
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2'Except' TOP CHORD
T2,T3: 2x4 SP M 31
BOT CHORD 2x4 SP M 31 BOT CHORD
WEBS 2x4 SP No.3 *Except'
W4: 2x4 SP No.2
SLIDER Left 2x6 SP No.21-10-10
REACTIONS. (size) 1=0-8-0 (min. 0.1.8),13=Mechanical
Max Horz1=167(LC 8)
Max Uplift1=1460(LC 6), 13=1644(LC 5)
Max Gmvl=3218(LC 1), 13=3455(LC 1)
FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=722913372, 2-3=7177/3376, 3-4=7309/3459, 4-22=10182/4890,
22-23=1019214890, 23-24=1019214890, 5-24=10192/4890, 5-25=10192/4890,
25.26 =10192/4890, 26-27 =1019214890, 6-27=1019274890, 6-28=1146315469,
7-28=11463I5469, 7-29=1146315469, 8-29=11405469, 830=114635469,
3031=1146315469, 31.32=1146315469, 932=1146315469, 9-33=56962712,
3334-56962712.1034=56962712, 1035�fi96271Z 11.3--56962712,
11-36=56962712, 36-37=56962712, 37-38=569Wl2, 12-38=56962712,
12-13�332511683
BOT CHORD 1-21=3140/6510, 21.39-3232/6759, 39.40=323216759, 40-41�323216759,
20.41=323216769,19-20=5590111700,1942--559DI11700, 42-03=5590111700,
1843=5590/11700,1844--5590111700, 4445=-5590/11700, 4546=5590111700,
1746=5590/11700,1747=-0507/9453, 1647= 450719453, 1648--450719453,
4849=4507/9453,1549=-4507M453, 15-5D=-450719453, 50.51=450719453,
51-52=4507/9453. %52=-450719453
WEBS.
4
r be connected tr
xnnected as fall
Is connected as
ded as follows::
considered equl
have been provi,
7-10; Vu1r160n
velope); Lumber
late drainage h
eARD plates on
PLATES
GRIP
MT20
244/190
MT20HS
1871143
Weight 479 lb
FT=20%
Structural wood sheathing directly applied or 3-11-0 ee puffins, except
end verticals.
Rigid ceiling directly applied or 7-2-2 cc bracing.
115&d8-'170-6701W-9' 17=10942286,9.1S�44$9�"�[' , `
.F
1yy4�� yy�1yv6m'f12 14= 04276395
.x., ,j.,5•.Yq,•�. •- -.4
y.
wd1r 10d ,s as(o8ows:
r4 1Tuv[ato-7-0o04;1,
ti ,
of0-70C66n
2x4 ,1 row a<0.9-0oc.,
1.1.. -
< .[.y.-•-
\��1IIIIIIII���
\�� M SL
rowat0-9-O��:L,i.. \"� a`3e4`,r a"' "-'` ����pN----///
Mod to all gas, except N noted as front (F) or bade (B) face in the LOAD CASE(S) section. Ply to p)p- Q-j . -�j
<4
distrrbule`�.IoeAs,noted es (F� ar (B),
uN1ss otherwlse'urdkated:_ ' •
XGENS
` . � - V F'
second"gust)�Vesd=124mph; TCDL=.2ps$ BCDL=5.0ps1t. h-15fK CaL II; Exp C; End., Glpi=0�8;
1so�` ooL=isO._ = - ' •'-- - ~ 7 PE76051
PI-.. griP..-.
ntwater Ponding!,.M,',
,,,- ..
;? -'r
1 1
r`• 1
herwlsa indiraled:i�"h'
A. _it,�':•�
I
ji
I1 .
.;l
(rT�-
\\\
(I,I
JOD
Truss
fuss I ype
y Ryan Homes
18338
MID
Hall Hip G'udw
1 2 Job Reference o tlonal
S em Truss, FL Pler®• FL, U951 nun: 8330 s OQ 21 2078 Pnnt 8.230 a Oct 212018 Mrek IndLIStnaa. Inc ue Dec 181451:572018 Page 2
ID:hRvGRVJaQ37vdDRkD1Rzgz?MRu-RPBk2gKk8gao701LLLOnHBWyOHQEEEQHWWO>QY iyw
NOTES-
6) Thls truss has been designed fora 10.0 psf bottom chord fiveload nonconcumant with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except rib) 1=1460. 13=1644.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)175 lb dawn and 279 lb up at 8-0-0, 107 lb down and 160 Ib up at 10-0-12,
107 lb down and 150 lb up at 12-0-12, 107 lb down and 150 lb up at 14-0-12, 107 lb down and 150 lb up at 16-0-12, 107 lb down and 150 lb up at 18-0.12. 107 lb down and 150
lb up at 20-0-12. 1O7 lb down and 150 lb up at 22-0-12, 107 lb down and 150 lb up at 24.0-12. 107 lb down and 150 lb up at 26-0-12, 107 He down and 150 He up at 28-0-12. 107
lb dawn and 150 lb up at 30-0-12, 107 lb down and 150 lb up at 32-0-12. 107 Ib down and 150 Ib up at 34-D-12, 107 lb down and 150 lb up at 36-0.12, 1071b dawn and 150 lb
up at 38-0-12, 107 lb down and 150 lb up at 4D-0.12, and 107 lb down and 150 lb up at 42412, and 107 lb down and 160lb up at 4440.12 on top chord, and 267lb down and
116lb up at 8-0-0. 80 lb dawn at 10-0-12, 80 lb down at 12-0.12, 801b down at 14-0-12, 80 lb down at 16-0-12. 80 lb dawn at 18-0-12, 80 m down at 20-0-12, 80 lb down at
22-0-12, 8016 down at 24-0-12, 80 lb down at 26-0-12, 80 lb down at 2B-0-12, 80 lb down at 30-0-12, 80 lb down at 32-0-12, 80 lb dawn at 34-0-12, 80 lb down at 36-0-12. 80
Ib down.at 38-0-12. 80 lb down at 40-0.12, and 80Jb dam at 42-0-12, and 80 lb down at 44-D•12 an bottom chord. The designtselection of such connection deAce(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25
Uniform Loads (pit) .
Vert: 1-4=54, 4-12=54, 1-13=20
Concentrated Loads (lb)
Vert 4=175(B) 7=1D7(B)19=508) 21=2670 22=107(8123
i o;=re?4
27=1O7(13) 28=107(13) 29=107(B) 3D=107(B) 31=107(13)
•54(B) 42=54(B) 43=54(13) 44=54(B) 45=54(B) 46=-%(B)
- \GENSr,.,
PE 76051 `t1
jou
may
I mss lype
y
Ryen Homes
1a33-B
a10
Canmm Girder t
2 Job Reference (optional)
soumem i rvss, rt nerve, r�., .»ear wn: o�au a - �.�
ID..tRvGRVJa037wfORkOiRzgz?mRu-vcl6GAIMve"dkAcXv3vogL337gj6zJORIMg5yry ryV
d-7-71 7-iis it•30 ta-6it n-t65 ]t-100 E-0
� F]-11 I 3311 I 3317 � 3311 { 3311 I 311-N
7xe MT20HS=
4
3x611 ""•"••••` 10x10=
7xe =
7x6 =
YZfll
Dead Load Deff. = 3116 in
LOADING(psf) SPACING- 2-0-0 CSI. DEFL . In (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.27 9-10 >976 240 MT20 2441190
TCOL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -OA2 9-10 >619 180 MT20HS 187/143
BCLL 0.0 Rep Stress Ina NO WB 0.81 Horz(CT) 0.12 7 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 MatrixS
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 'Except- TOP CHORC
T2.2x4 SP No2 BOT CHORC
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP No.3'Except'
W5: 2x4 SP M 31
SLIDER Left 2x4 SP No.3 3-8-12, Right 2x4 SP No.3 3.8-12
REACTIONS. (size) 1=0-8-0 (min. D-3.9), 7=0-8.0 (min. 0.2-10)
Max Horz1=84(LC 27)
Max Uplifl1=3108(l.0 8), 7=2510(LC 9)
Max Grevl=8609(LC 1). 7=6265(LC 1)
FORCES. Qb)-Max CompJMax.Ten. - All forces 250(lb) or less except when shown.
TOP CHORD 1-2=18904/6833, 2-3=15589/5787, 34=12140/4710, 4-5=12137/4708,
5s=1501916051, 6-7=1486915945
BOT CHORD 1-14=6295/17289,13-14=6295M7289,13.15--6295/17289, 12-15=6295117289,
12-16=5304/14390, 11-16=S3D4/14390,11-17=53D4/14390, 1D-17=5304/14390,
10-18=5459113850, 9-18=5459/13a50, 8.9=5392113581, 7-8=5392/13581
WEBS 4-10-- M9419090, 5.10=374811854, 59�168213559, 6.9=-057/470, 3-1D=-4506H519,
3-12=132814254, 2.12=334811140, 2-13=94113092
Weight 285 lb FT = 20%
Structural wood sheathing directly applied or 1-9-11 cc puriins.
Rigid ceiling directly applied or 8.6-6 oc bracing.
�o
NOTES-
1) 2-ply truss to be connected togetherwith 10d (0.131')3j nails as follows:
Top chords connected as follows: 2x4 -1 now at 0-7-0 tea
Bottom chords connected as follows: 2x6=2 rows staggered at 0-M oc.
Webs connected as follows: 2x4 -1 row at 0-9-0= 14
2) All loads are considered equally applied to'ag plies, except 8 noted as front (F) or back (8) face In the LOAD CASE(S) secilm. Ply to ply
mnnekSons have been provided to distribute Doty loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced toof We loads have been considered for this design:
4) Wind: ASCE 7-10; Vult=160mph (3-secand'gust) Vasd=124mpir, TCDL=4.2psf; BCDL=5.0psf h=15$ Cat II; Exp C EnG., GCpF-0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60�;',-""
5) AD dates are MT20 plates unless otherwise Indhsted." '+ ` y; •` '"T�"-"?`7+'-1;K,. . '.
6) This truss has been designed for a 10.0 psf bottom ,chord Iitro�oad nomm�acreM with erry other IMe Toads.
to
fi6te capable of
ding 100 6uprd at
pt
8) Provide
9`er(s) other mnnecdon device(.) others)
piovide�sutfidrnt o support coven=nfre;fed ioad(s)16119 b d6wn) end 5 0 lbupat32-5-4„��\\p.\_
1657.Ib down and 550lb up at 446-4,161916 dove and 521 Ili up at 6-5-4. 1619Ib down and 541 lb up at 8-54,1657 lb down and
up et;10:r4; and 1652 lb dawn and 71416 rip of 12Sd, aid 3435lb down and 1664 b up at 14-0-8 on bottom chord. The 44
desigNsaie m of such connection devices) Is the respoist'b0'ity of others.
PE 76051 ;
LOAD CASE(5) Standard
ConSnuedrnpage2i '`r 1bT•" ).- 1f+ J� l
.. 'LT . r•. „fir.. r. -��. i� \\ `$' 4f/
///�///S/ I0 IAt 1 S \\\\ 19
JOD
irun
1run lype Ryan Henles
1111'1B
BIG
�f
Comm GWer 2 Job Reference (optional)
RYn; ezaue.. 11 1'e I..O .U. Va'' '.N'. euI.. O1' In' Iae UeClC I q:m:aezm e r e2
ID:fzRvGRVJa037wfORkOIRzgz7mRu-NDJU7WJ-gRgWMJ67mOFMZbEt43lJAea_Oq W iyU
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125
Uniform Loads (plf)
Vert 1-4=54, 4-7=54,1-7=20
Concentrated Loads (lb)
Vert 9=-3435(B)13=1657(B)14=1619(B)15=-1619(B)16>1619(B)17=1657(B)18=1652(B)
0
PE 76051
1 1
1
JOD
Imss
1russ lype Ryan Hanes
1833-B
B2E
JUV jely
Common supported Gable i i
Job Reference(optional)
.1� 1
4x4 =
6
,l-
21 20 19 16 17 16 15 14 13
3x4 =
12
LOADING(psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 24)-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC2017frP12014
CS1.
TC 024
BC 0.17
WB 0.12
MatmcS
DEFL in Qoc) Vdefl Ltd
Veri(LL) n/a - n/a 999
Vert(CT) n/a - n/a 999
Horz(CT) -0.01 12 n/a n/a
PLATES GRIP
MT20 244/190
-
Weight 105lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. Ali bearings 20.6-0.
(lb) - Max Horz21=86(LC 10)
Max Uplift All uplift 100lb or less atJoint(s) 18, 19. 20, 15,14.13 except 21=123(LC 8),12=127(LC 9)
Max Grav All reactions 250 to or loss atJolnt(s)18, 19, 20, 15,14, 13 except 16=304(LC 1), 21=351(LC 17).
12=351(LC 18)
FORCES. (Ib)- Max Comp./Max Ten. -An forces 250 (Ib) or less except when shown.
TOPCHORD 1-2=114264,10-11=111264
WEBS 6.16-263/0
NOTES-
1) Unbalanced roof live loads have been considered for Us design.
2) Wind: ASCE 7-10; Vuir160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=5.Cpst h=1511; Cat II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consult qualified building designer as WANSIrrPI 1.
4) A0 plates are tx4 MT20 unless otherwise Indicated.
5) Gable studs spaced at 240-0 oc.
6) This Was has been designed for a 10.0 psf bottom chord live load nonconcurreM with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)18. 19. 20,15, 14.13
except rib) 21=123, 12=127. -
8) Non Standard bearing condition. Revlew required..
LOAD CASE(S) Standard Y
e
Y.
-«r,
j�.� i�\
J00
IMSS
ruse I ype y Ryan Homea
1833-8
cis
I Diagonal Hip Girder 3 1
Job Reference o 'Dual
soumam 3mss , rr. werca, ram, 3assr
3x4 =
1-4-10 t-10d 64-8 108-4 11321
� ,�,n Ir<t,el nAn �
Plate Offsets MY)- j2:0-0-8
D-1-121, fB:D-1.6.1-7-81
18:0-0-0,0.1-121
LOADING(psf)
SPACING- 24-0
CSI.
DEFL,
in
(loc)
Vdefl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
0.05
6-7
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.56
Vert(CT)
-0.10
6-7
>999
180
BCLL 0.0
Rep Stress Inv NO
WB 0.23
Hoa(CT)
-0.04
4
n/a
n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix-S
Weight 44 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (sae) 4=1VIechanical, 8=D-11S (min. 0-1-8), 6=Mechanical
Marc Ho¢8=164(LC 4)
Max Upld%4=125(LC 4), 8=201(LC 4), 6=100(LC 4)
Max Grav4=145(LC 1), 8=372(LC 1), 6=242(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-M oc purling.
BOT CHORD Rigid calling directly applied or 10-0-0 0o bracing.
FORCES. (lb) - Max. CompJMax. Ten. - All fours 250 (Ib) v less except when shown.
TOP CHORD 1-2-- 405/186, 2-9--450/214, 9-10=4551224, 3-10=-409/212
BOT CHORD 1-8=174/406, 8-12=291/406,12-13=291/406, 7-13=291/406, 7-14=291/406,
6-14=291/406
WEBS 3-6=-039/315
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15R, CaL II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss is not designed to support a calling and is not Intended for use where aesthetics are a consideration.
3) This truss has been designed for a 10.0 psf bottom chord live load no iconcurtent with any other live loads.
4) Refer to girder(s) for buss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except at --lb) 4=125,
8=201.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 30 lb down and 110 lb up at 2-11-0. 30
lb down and 110lb up at 2-11-0, 26 lb down and 52lb up at 5-8.15; 26 lb down and 52 lb up at 5A15, and 58 lb down and 1071b up at
8514, and 58lb down and 107 lb up at BS14 on trip chord, and 71 lb up at 2-11-0, 71 lb up at 2-11-0, 5lb down and 216 up at 5-8-15,
516 down and 2lb up at 5-8-15, and 26 lb down at 8-6-14. and 26 lb down at B-6-14 on bottom chord. The design/selection of such
- connec8oa"deAce(s) is the responsibility of others••-1 `
7) In the LOAD CASE(5),section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=lTS Plate Increase 125
Uniform Loads(plfJ�'
Ver6,14--s4 1-5=-20
Concentrated Loads Pb) rct4x rd
F tt,,Vert 9=72(F=36, B=31i)11--65(F--33 B�3)12-94(F--07 B-47)14�7(F=19, B=18) \\ M- BE
d Trt` --72 r r u x2--' f.. }s» 4 c - a. A /
\GEN all
�t t ��i` 0.SF>-i••', Si `',. apt- sd��i''- l .4t{ 4�J : � V/ \ i
4 PE 76051
.r s I
' `• /////�///Sll�l ICI I ��G\\\\\ r �
JOD
mBa
Imes type
Ryan times
IMB
DIE
Common Bupponed Gable
1 1
Jab Reference o 5onal
..am IMae , r, riarce,",:waor
4x4 =
3
8 7 6
1x4 II 1x4 II tx4 II
m
la
LOADING(psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
I SPACING- 2-0-0
Plate Grip DOL 125
Lumber DOL 1.25
Rep Stress Inv YES
Code FBC20177rP12014
CSI.
TC 0.24
BC 0.17
WB 0.05
Matrbr-S
DEFL In
Vert(LL) n/a
Vert(CT) n/a
Horz(CT) -0.00
Qco) vital L/d
- We 999
- tda 999
6 n/a n/a
PLATES GRIP
MT20 2441190
Weight 401b FT=20%
LUMBER.
BRACING-
'
TOP CHORD 2x4 SP No2
TOP CHORD
Structural wood sheathing directly applied or I G-0-0 oc pur ins.
BOT CHORD 2x4 SP No2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 7=8-8-0 (min. 0-1S), 8=880 (min. D-1-816=8-8-0 (min. 0-1-8)
Max H=8=41(LC 8)
'
Max UpIi87=19(LC 8). 8=160(LC 8), 6=16l(LC 9)
Max Grsv7=226(LC 1), 8=348(LC 17), 6=348(LC 18)
FORCES. Qb) - Max. Comp./Max. Ten. - Al forces 250 Qb) or less except when shown.
TOP CHORD 1-2=92282,4-5=91/282
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.OpsF h=151k CaL I% Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consul qualified building designer as perANSViPi 1.
4) Gable studs spaced at 24)-0 tic.
5) This truss has been designed for a 10.0 part bottom chord live load nonconcurrenl with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b upfdt atjolnt(s) 7 except at-Ib) 8=16D,
6=161.
7) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
• r < < 7` 1r Z r er:
M.13L8
J :4s'f. .. y� t N 1e .A.� cjl S e�i ,
PE 6951
rC:�r?1.Fs�r dl; �s °•er °o"ty: :a✓T',.r_ t I
� .
Joe
cuss
russ ypa y Ryan Home
18338
02
Common 2 1
Job Reference (optional)
xumem irvss, rt rm.,nun:"du su imulevmu s.¢uus v=V zmemu ex,wusmes, me meuecrs. a:.U, cols ra ei
ID:hRvGRVJaQ37,foRkOIRzgz7mRWAQFuCKEB34EbdL6aBS)S_hmNu%JAGN[RKNZCy iyS
. , 340 F 2�-0 0410
4x4 =
5.00 12 2
2x4 II 2A II
LOADING(Psf) SPACING- 2-0-0 CSL DEFL in Qoc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Verl(LL) -0.01 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.03 5 >999 180
BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 4 We rda
BCDL 10.0 Code FBC2017RP12014 Matrix-R Weight 24 lb FT=20%
LUMBER. BRACING. '
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6" oc puriins, except
BOTCHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-M oc bracing.
REACTIONS. (size) 6=041-0 (min.04-8),4=0-8-0 (min.0-1-8)
Max Horz6=22(LC 8)
Max Uplift6--69(LC 8), 4=69(LC 9)
Max Grav6=211(LC 1), 4=211(LC 1)
FORCES. Qb) - Mm CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0ps ,, h=15ft; Cat lit; Fxp C; Encl.. GCpi=0.18;
MIWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord two load nonconarrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6, 4.
LOAD CASE(S) Standard
;
1jz4
K fi,c. '•= 'f .ram % PE 76051
is
• �i c . C OR1
Job
truss
ress I ype y
Ryan amen
ISM-e
J2
Jatic-0pen fi t
Job Reference (optional)
n�ID:fzRvGRVJa037wfORkOlRzgz7mRw N E6XLsyMCSbrrvAtluy_BDZCI'Glv)gOg_el5eynyk
1
13-0-0UP-0 2-0N-0
'
1-0 0 2-0-0
t-0.o 1 vo.o
Plate Offsets (X.Y)— 12:D4}72
0-1-12] f2:0-1-11 1-2-81 f5:0-0-D
D-1.121
LOAOING(pst)
SPACING- 2.0-0
CSL
DEFL
in
Qoc)
gdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO 0.07
Vert(LL)
0.00
5
>999
240
MT20 244/190
TCDL 7.0
LumberOOL 1.25
BC 0.06
Vert(CT)
0.00
5
>999
180
BCLL 0.0
Rep Stress Inv YES
WB 0.02
Horz(CT)
-O.DD
3
n/a
We
BCDL 10.0
Code FBC2017[rP12014
Matrix-P
Weight 7lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (sae) 3--Mechanical, 4=Mechanical, 5=04B0 (min. 0-1-8)
Max Hom5=43(LC 6)
Max Up1iK3=-34(LC 1), 4=-03(LC 1), 6=-66(LC 8)
Max Gmv4=5(LC 8), 5=223(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.0psF h=15tq Cat II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads.
3) Refer to glyder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of wdhsfanding 100 lb uplift at)oint(s) 3, 4, 5.
LOAD CASE(S) Standard
p.Y .'Silti; tp _.,dicer
f ~-
r
a
1" y . �SF` {t!ta,F•, ,5�_ \\\ Q—� ��GENSF��
z..
PE7605
tI
Oc
Job
Truss
wse I ype Uty Ryan He
1833-B
AJerk-Open
jFly
e 1
Jab Reference o donal
JWNH11-I N9S. fL fmr.a. f�•w`v�, • .n . .. ....
IO:fzRvGRVJa037wfORkOlRzgz?mRu-FMJtMUjgKyrxUUicVCXPmeghcWeAlAveOsdby iy0
NO
3-"
11 2-0-0
1
LOADING(psi)
SPACING-
2-0-0
CSI.
DEFL in
Qoc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.09
Vert(LL) -0.00
4-5 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.07
Vert(CT) -0.00
4-5 >999 180
BCLL 0.0
Rep Stress Inv
YES
WB 0.03
Horz(CT) -0.00
3 We n1a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight 13 lb FT=20%
LUMBER-
BRACING.
TOP CHORD 2x4 SP No2
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oe bracing.
WEBS 2x4 SP No.3
REACTIONS. (sine) 3=Mechanical, 4=Mechanical, 5--0-8-0 (min. O.1-8)
Max Horz5=83(LC 8)
Max Uplifl3=-59(LC 8). 5=66(LC 8)
Max Gmv3=54(LC 1), 4=40(LC 3), 5=220(LC 1)
FORCES. (lb) - Max. CompJMax Ten. -All forces 250 Qb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst, BCDL=5.Opsh h=1511; CaL II; Exp C, Encl., 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 chord live load nonwricu ent with any other live loads
3) Refer to glyder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5.
LOAD CASE(S) Standard
*1 { I
V
R- ENS
Y/n
5��` . 7Bow �
is
X
S/O� 1`�NG
�I
O
rues
ruse type y Ryan Homes
1833a
is
Jack -Open fi 1
Job Reference (op6onall
southern i rv. , aL Flame, r1_,'sosm
-0-0 6-0-0
1N ULII
Plate Offsets MY)- I2:0-0-12,0-1-121
f5:0-1-81-2A1
I5:0-0-0.0-1-121
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
goc)
Ildell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
-0.02
4-6
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.20
Vert(CT)
-0.04
4-5
>999
180
BCLL 0.0
Rep Stress Ina YES
WB 0.06
Horz(CT)
.0.02
3
Na
nla
BCDL 10.0
Code FBC2017rIP12014
Matrix-P
Weight 19 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 (min. D-1-8)
Max Horz5=124(LC 8)
Max UpllfQ3 Ili 4(LC 8), 5=85(LC 8)
Max Gnav3=1O9(LC 1), 4=81(LC 3), 5=283(LC 1)
FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
NOTES.
1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsF h=15ft; Cat II; Exp G; EnG., 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 bodom chord live load noncencerrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Qt=lb) 3=104.
LOAD CASE(S) Standard
67
Qj
I
Y
PE 76051'
r 1
. 1 t ii po`. ��i/
e r
JOD
Truss
truss I ype Ryan Homes
1833-B
JB
JQV IPly
Jack -Open 36 1
Job Reference o tional
aoumem , cuss, r� rrc,cv, ram., uwaa �
1
i
ME
Dead Load Dell. • Us In
Plate Offsets ().Y}- 12:0.0.12,0-1-121.
15:0.1.8,1-2-01.
15:0-0.0,0.1.121
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
poc)
Vdefl
Vd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
0.10
4-5
>766
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.47
Vert(CT)
-0.18
4-5
>444
180
BCLL 0.0
Rep Stress Ina YES
WB 0.09
Horz(CT)
-0.06
3
n/a
nla
BCDL 10.0
Code FBC2017/fP12014
Matrix-P
Weight 25lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puttins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4--Mechanical. 6=0-B-0 (min. 0-1-8)
Max Horz5=165(LC 8)
Max UpIHM--147(LC 8). 5=105(LC 8)
Max Grav3=161(LC 1). 4=120(LC 3), 5=363(LC 1)
FORCES. (lb) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown.
WEBS 2-5=-319/300
NOTES.
1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Dpsf, h=1 Sit Cat II; Exp C; End., GCpi=0.1 B;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with my other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except (It -lb) 3=147.
5=106.
LOAD CASE(S) Standard
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LnY Ply Ryan Homes
1933-8
V3
Valley
1 1
Job Reference (optional)
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2
7
20 a 2X4 II
I
LOADING(psf)
SPACING- 2-O-0
CSI.
DEFL. In Qoc) Well Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.11
Vert(LL) We - We 999
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.08
Vert(C-T) nla - Na .999
BCLL 0.0
Rep Stress Ina YES
WB 0.00
Hoa(CT) 0.00 nla Na
BCDL 10.0
Code FBC2017frP12014
Matrix-P
Weight 9lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing direly applied or 3-0-0 oc puriins, except
BOT CHORD 2x4 SP No.3 and vedixals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ce0ing directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=3-0-0 (min. 0-1-8), 3=34)-0 (min. 0-1-8)
Max Ham 1=44(LC 8)
Max Upliftl=24(LC B), 3=42(LC 8)
Max Grav1=79(LC 1), 3=79(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. - AO forces 250 Qb) w less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vu"— 60mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=151t: Cat II; Exp C; End., GCpl--0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 pat bottom chord live load nonconcorrerlt with arty other lire loads.
4) Provide mechanical connection (by otters) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1, 3.
LOAD CASE(5) Standard
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LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL
In
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Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.45
Vert(LL)
n/a
- n1a
999
hmo 2441190
TCDL 7.0
Lumber DOL
125
BC 0.35
Vert(CT)
n/a
- n/a
999
BOLL 0.0
Rep Stress Inv
YES
WB 0.00
Hoa(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix-P
Weight 17lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing.
REACTIONS. (size) 1=5-0-0 (min. 0-1-8),3=5-0-0 (min-0-1-8)
Max Harz 1=85(LC 8)
Max Upli61=46(LC 8), 3=-82(LC 8)
Max Gmvl=153(LC 1), 3=153(LC 1)
FORCES. Qb) - Max CompJMax Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psh BCDL=5.Opsf, h=15f ; Cat If; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 pat bottom chord live load noncencumenl with any other rwe loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1. 3.
LOAD CASE(S) Standard
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Job Reference (optional)
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LOADING(psf)
SPACING- 24)-0
CSI.
DEFL
In Doc)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
nla -
n/a
999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.20
Vert(CT)
n/a -
n/a
999
SCLL 0.0
Rep Stress Ina YES
WB 0.06
Horz(CT)
0.00
n/a
nla
BCDL 10.0
Code FBC2017frP12014
Matrix-P
Weight 25lb FT=20%
LUMBER. BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SP No.3 and verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=7-0-0 (min. D-1-8), 4=7-" (min. 04-8), 544)-0 (min. 0.1.8)
Max Hcrz1=126(LC 8)
Max Uplift4--i2(LC 8), 5=160(1_C 8)
Max Gmvt=43(LC 15), 4=116(LC 1). 5=299(LC 1)
FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.OpsF, h=15ft; Cat II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurterd with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 4 except at --lb) 5=160.
LOAD CASE(S) Standard
.`'.�ry arc' kwa;`{•
PE,76051 n
R1
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2x4 II
3
2x4
5
4
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20 It
I
LOADING(psf)
TCLL 20.0
ING-
Grip DOL
2-0-0
1.25
CS.
DEFL
In (Ioc) Vdefl Ud
PLATES GRIP
TCDL 7.0
:R:epStress
er DOL
1.26
TC 0.35
BC 0.26
Vert(LL)
Vert(CT)
Na - n/a 999
Na
MT20 2441190
BCLL 0.0
BCDL 10.0
Ina
YES
WB 0.07
Na 999
Horz(CT) 0.00 4 Na Na
FBC20177TPI2014
MatrbrS
Weight 34 lb FT=20%
LUMBER-
TOP CHORD 2x4 SP No.3
BRACING -
BET CHORD 2x4 SP No.3
TOP CHORD
SStructure?g directly
cturel wood sheathing applied or 6-0-0 oc pudins, except
WEBS 2x4 SP No.3
end verticals.
OTHERS 2x4 SP No.3
BOT CHORD
Rigid ceiling direcity applied or 10-0-0 oe bracing.
REACTIONS. (size) 1=9-" (min. 0-1-8), 4=9A0 (min. 0-"), 5=g-" (min. 0-1-B
Max Horz 1=167(LC 8)
Max UPIIft4=58(LC 8), 5=196(LC 8)
Max Gmv1=126(LC 1).4=107(LC 1), 5=368(LC 1)
FORCES. (Ib)-Max. CompJMax Ten. -All forces 250 Qb) or less except when shown.
WEBS 2-5=263237
NOTES.
1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsh, h=15f; Cat. II; Exp C; End., GCpl=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
en
ed
ttom
4) Provide mechaThis truss has nical connectiono(by others) otruss to bearinord g Ioad lateeca cable of withstandinncurrent with g 00 lb upother live lift at joint(s) s 4 except g P Pe 9 P I O QY-lb) 5=196.
LOAD CASE(S) Standard
rj.x'r�•. ,'fr'
51
f60 -1
,fit `=•,r.: r J`- I
T
t\rpL