HomeMy WebLinkAboutTruss6'-4"
j [_ L
y✓> w v�
i
q CJ1
Sv3
L
D
J3
CJlA
81
ih
m
b
w
ODD A �
J
D
O
D1
CJlA
7'
2
I I
0
a
m
M
00
00
M V6
00
00
M
a
N
EJ7A
Al
A1A
D
A
Co
m
V
N
a
�
a
�
I d
N I
V
m
c)
CO
CJ6
CJS
CJ3
24
24
24
24
24
24
2
2
4
CJ3
CJ1
CJ1
7' 43'-8" 7'
6'-4"
ok
YHIVUtK JIXItUULt I TRJSS Bumxc W]dT SdENlE
Au NAR¢R
• .—. Nmm UonlmmsE
s AAE m wrm•. O8'-8• ELEV.
A9 )-io
IW nyS
c
APPROVED TRUSS ANCHOR SY GUILDER
2A4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
\11 V - D BRG.
UNLESS NOlfl)
OTHERWISE
TYPICAL TRUSS END
Au SPACWB IS W O.0 E%CFPT As SHOW
Do NOT WT M &TE'A TRUSSES MTHWT
AUTHOIWADON MOM THIS )fTlm
THIS Of]1Q MUST BE NOMM %T i N 10 DAYS OP SHIPMENT Ci
ANY MMM CpIPONENTS AND/OR MISSNc PIECES
NO BMXO4M(XS mLL BE HWOREO.
WARNING
NOTE
IT IS PIE I MSMIJTY K TXE In11NNc IIMQII W
N 412 M' p01NUC1W PEA tl15 910.. TMISS
BgXEBR16 9'EaAL Wa9oDGnds iCQ WmEQIRIEM
MV, RNI®MG I— MW C¢Pi4Tds) N 1WI4 mA2
AS T IS LUIX.WYEO B+ HNDw d ARRb,iv 11Als uwrt
flUd i0 IS
A TXU55 YAV n9] G SS=H A YfACTWR MI vJE
ramdsauHl[s us unrtn ro TxoSE oEma®w rmw
1-Te15 MUM AccamN¢r rt vlsl]Ann
AW M.%"NMnE] M0 uA9Altt E¢H n1E ISHSIT`M
CE9d� ¢IAWXGS ¢VY 15 NDlInOIG ME P5Tµ1AnpX IXp
®G01G Li IRJS$ YNNFAL'IUiLLD BY lN5 GPmAW.
1LU119dANPE WL ACOIOMEp¢.
0 u,dgeuTld ro molxm vmH EAYNGMN.
]) wmund n A¢ vvaslNs Axv mmTl]xs
waNIWE wAu xfld15. IYQY' HTN. ,Im xvwT.
oNW1INL5. CO BE
EIG
]) nN545 YLL P£ YILE N SWCT ACL¢OAYCE
MM 1p5 u1 RDS U
A) H x.Ast AEAv M0 xmNsrMo A¢ xvT]s AxD wAmuNM
d T,os vA¢ Axv ArraE Tv xE Baxv ar mDA
9d0)
1NIF
vATE
�vMOTm txca dll+axT vATE
ACHuu m,s my ore a loan w a° awmv IwHAr mHmu )
E
V
s
0 0 .
N •
RANEY
LE CCOA`1ENTS,
Q 0 ° M- xn9
OfF10Ei_= 429-9429 ® 1
RANEY COMPONENTS
aney 1990D Independence Blvd.
Groveland, Fl 34736
om'vonCni'S to one: (352)429-9429 • (352)429-0304 • Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS0055A
Printed: Thu, Oct 10 2019
—Job Information:
Customer Name:
AddMIll.
Creekside Lot 551A
FOR Name andl74ensa Numbe..
DR Horton
3218 Trinity Cir
Oesmlpdon:
CBy, smre. Zlp:
4EAB Ada °C' LLOL
Fort Pierre. FL
Loading Information:
Reo7Loada:
geor Loads:
TCLIam Toon&. BC Un:
BCDoea
7CLNe:
Won& BC LNe:
BC Deed:
20 7
0
10
20
7 0
10
Bldo. Code: Wnd Sid:
Wb,d Speed:
BIdB. Usea9e:
BuBmnp Type: n9nd Type:
FBC 2017 RES ASCE 740
160
Residential - CAT II
C MWFRC & C&C w/M
�a"Wo Y, a„ W Wwai" Yy Y,AI oom nun,. , anu JY ,OOL OY
# DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEO.NO
1
Al
2
A1A
3
A2
4
A3
5
M
8
AS
7
As
a
A7
' a
ABG
1b
Ago
11
81
12
BZGE
13
C1GE
14
D1
15
D2G
Is
VS
17
V4
Is
llVe
19
W4
20
MV2
21
EN
22
EJ7A
23
EA
24
CJS
25
CJSA
28
G13
27
CJ1
20
CAA
29
FN7
3o
MR
wDigitally signed by
Jfa....` z9 uel
��aEnSFae ti Manuel Martinez
W ogle �� }' n ` � 2019.10.11
* Ica09:06:14-04'00'
STATE OF lAt
40015356>8503D9CXMOEeE ®B)F9
� e.sMoaffieape4aNmn
FILE ®py
)
Page 1 of 1
SEQN: 887931/T8I COMN Ply:1 1Job Number. 36CS0055A
FROM: AH Qy: 7 1 4EAB Ada'C" LL OL/DR Horton 14EAB Aria'C' LL OL,DR Horton DRW:
Wgt 224.0 Ibs I Trum, , Label: Al / ... 10/102019
949 I T109 t1 49 + 794° + 248 a + 3097 +3237 368" ,
9a9 IV 8'5.15 4779 4779 95.15 78°°tt 6'49
SEATPu1ERM
SF TPIATERM
8213 592 27• 51' 5
3' 21• 5'9'3 1'
6z13 12 1 Fri' 794' 2a7 t �T 6, 321 t i
Loading Criteria list)
Wind Cdtoda
TCLL: 20.00
Wind SW: ASCE 7-10
TCDL 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL' 10.00
Risk Category: ll
Des Ld: 37.00
Due Ld:: 37.00
EXP: C Kzt NA
Mean Height 15.0= it
TCDL: 4.2 psi
Soft 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist 0 to h2
Spacing: 24.0 °
C&C Dist a: 3.87 D
I = from endwali: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Top chard 2x4 SP 01
Bet chord 2x4 SP 01
Webs 2z4 SP 83
Bracing
(a) Continuous lateral restraint equally spared on
moment. Or 1x4 T reiMumement. 80°% length of
web member. Same species 8 SRB grade or better,
attached with Ild Box or Gun (0.1135¢.5",min.)na9s
@6'oc.
Loading
Truss passed check for 20 pat additional bottom
chord live load in areas with 42°-high x 24"-wide
clearance.
Wind
Member design based on both MVJFRS and CBC.
"IMPORTANT^
Snow Cdthda (Pg.Pt In PSF)
Pg: NA Ct NA CAT: W
Pt NA Co: NA
Lu: NA Cs: NA
Snow Duration: NA
Coda / Mise Criteria
Bldg Code: FBC 2017 RES
TPI Bid: 2014
Rep Fee. Yes
FuRT:2opylo(0)
Plate TYpe(s):
WAVE
De1BCS1 Criteria
PP Deflection in loc Udell L/0
VERT(LL): 0.176 N 999 240
VERT(CL): 0.315 N 999 180
HORZ(LL): 0.074 L - -
HORZ(TL): 0.132 L - -
Creep Factor. 2.0
Max TC CSI: 0.645
Max BC CSI: 0.584
Max Web CSI: 0.573
Mfg Specified Camber.
VIEWVer. 17.02.02.1208.15
I
E
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
I= R+ /R. /Rh /RW /U /RL
B 1606 /- /- /936 1692 1433
J 1606 I- A /936 /692 .'-
Wind reactions based on MWFR3
B Brg Wdth=8.0 Min 'eq=1.9
J Brg Wiidth=8.0 Min Req=1.9
Bearings B & J are a rigid surface.
Bearings B 6 J require a seat plate.
Maximum Top Chord Forms Par Ply ([be)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 F-G 1089 -1S41
B-C 1449-2955 G-H 1211 -2320
C - D 1183 -2359 H - I 1184 -2359
D-E 1210.2320 1-J 1449 -2965
E-F 1089-1841 J-K 27 0
Maximum Bat Chord Forces Per Ply Qbs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - R
Z583 .1155
O - N
2009 -786
R-Q
2580.1155
N-M
2581 -1159
O-P
2580-1155
M-1.
2581 -1159
P-0
2008 .753
L-J
2584 -1159
�µttul.un��
it UA �Ajy
A
Maximum
Webs
Web Forces
Par Ply (lba)
�• ..OFAA
Tens.Comp.
Webs
Tens. Comp.
�� F•+:�i
R-C
278 -5
O-G
486 -756
No 047182
C-P
419 -694
G-N
460 -164
P-E
460 -164
N-1
419 -604
•'A'r
E-0
486 -755
I-L
278 -6
•Qa
F-O
1372 .763
STATE OF
®msassmssmscac4stre� os4m m
..,.,Nem.mmr�aN.. N�nw.mnNN•e..
N m.LLNaYINhQ9eN.TR.iON• Wlr�rYl
same=m,ama
x4rJdap=dtlNrNi2f(Gb N6NObNrAQNILbr
MMeWNpblwmNaaMmtW m Wdnm¢
rm5a
Iup des r
�nry
ompenrms.� -
failure to build the
gor weer e
m. The au btlKy
SEQN: 667929/T79/COMN Ply:1 Job Number. 36CS00SSA
FROM: AH Cry: 2 4EAB Aria "C" LL OL/DR Horton MEAB Aria "C" LL OL ,DR Horton DRW.
Wgt I Truss Label: AlA I ... / ... 10/10/2019
t
b
104" 24-3.8
115"1 F ......
6'49 T10'p 1449 1TIV4 L21'1'�2 36'99 32'37 airs'
149 1 8s' �3'5'12 1 6'S'15 +1 1
SWPIATEREO.
Iu4 E4xs -exio MDM 1&4 -5x10 ®Lx6 D X4
sEATPIATEREO.
F1' 82"13
62- 3
59"3 22'12 3'9'4 3• 3'S°4 22"12
12' 142.1 19' 21' 24'14 2e0'
593 65.13
3Y53 3as°
1�
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria
AMaximum Reactions
(Ibs)
TOLL 20.00
Wind Std: ASCE 7-10
P9: NA U NA CAT: NA PP Oellection in loc Udell L/# Gravity
Non-Gmv'dy
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.187 0 999
240 Loc R- / R- / Rh
I Rw
/ U / RL
BCLL 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CQ: 0.351 Q 999
180 B 1523 A /-
/935
1691 /433
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.096 N -
- L 1523 /- /-
1935
/691 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TQ: 0.179 N -
- Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height 15.00 R
Code / Misc Criteria Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psi
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.597
L B Width = 8.0
r9
Min Re 1.8
q =
Load Dumton: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Std: 2014 Max BC CSI: 0.°98
Bearings B 8 L are a rigid surface.
Bearings B 8 L require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 R
Rep Fac: Yes Max Web CSI: 0.851
Loc. from endwall: not in 4.50 it
FTIRT:20(0y10(0) Mfg Specked Camber.
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tens. Comp.
Wind Dumton: 1.60
WAVE VIEWVer. 17.02.02.1208.15
A-B 27 0
G-H
1396 -2307
Lumber
B-C 1445-2779
H-1
1364 .2394
Tap chord 2x4 SP#1
C-D 1178-2167
I-J
1205 -2129
Bot chord 2x4 SP#1
D-E 1205.2128
J-K
1178 -2168
Webs 2x4 SP 93
E-F 1348-2343
K-L
1445 -ZT79
F-G 1359-2247
L-M
27 0
Bracing
(a) Continuouslateral restraint equally spaced on
Maximum Bot Chord Fames Per Ply Qbs)
member. Or tx4 -l- reinforcement 80°A length of
Chords Tens.Comp.
Chords
Tens. Comp.
web member. Same species 8 SRB grade or better,
attached with Bd Box or
Gun (0.113"x25",min.)nails
B - W 2427 -1151
R - P
12 -6
@ 6" oc.
W - V 2424 -1151
P - O
2424 -1157
V - U 2424-1151
O - N
2424 -1157
Wind
1ti1l
iIIg111i
U-T 11 -5
N-L
2427 -1157
Member design based on
both MWFRS and CBC.
Z�`MggT1,rr
s-n 1648 -647
ti� I
•�
Maximum Forces Per (Ihs)
Webs
a C,• r-
Tens.Comp.
Tens.Camp.
Webs
Webs
Tens. Comp.
tdo 0d7iS^�
W-C 282 -6
G-Q
941 -602
C-U 419 -618
Q-R
10 -1
:try
U-E 296 -730
Q-H
96 -18
U-S 2156 -088
Q-1
508 .245
E - S 293 -13
Q - P
2219 -938
r T fi' Q�r'�`♦.
rrrrF�t4Q fl\E;+�`��
F-S 104 .16
I-P
361 -845
5-T 22 -1
P-K
419 -617
rrl. /AAI A1_Fi''.Sii
S.G 908 -58.6
K-N
282 -6
"IMPORTANT"
46b15058]E 50909C3CA40E0E TBfiB FDF9.
mn.wvmenV+Y.+.a �, ..Yuvu,unw,
np-Ix.rn4am vrmrew..m..myaewr
wa2ert®¢orate.
.rox aaPnaw.trsusw..Ana.,ssm,.e �.ewww
e4Ua VLi.ne..00m".m..mw[1..nviamw.�nrox
TO ALL
of
build the
rrnry
o:P'111lrtc uc
SEQN: 6fi7923 / T7 / SPEC Ply: 1 Job Number. 36CS0055A
FROM: AH Qty: 2 4EAB Aria "C" LL OL /DR Horton 14EAB Ada "C" LL OL ,DR Horton DRW:
Wgt: 224.0 Its tTruss Label: A2 I ... / ... 10/1012019
6'4"9 T10"9 14'4"8 19 24'3"8 30'9"7 323'7 3B'8"
8'49 1'6"1 8'S'15 + 4T86'S•15 'i 7'Y A., -1
02X4 =_4XX6 e3X4 ez3x8 aa3X4 e4X6 III2X4
SE TPLATEREQ. SEAT PLATE REQ.
39'a°
T 62"13 5'9"3 2'1" 10'8° 2'1` 59"s 62"13 1'
F 6'2`13 1 12 + 151"' F 24'T + Z6'8+ 3Z59 38'6- F
Loading Criteria (psf)
Mind Criteria
TCLL: 20.00
Wnd Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Let
Des Let 37.00 D
Mean Height: 15.00 it
: .00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.B7 it
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bat chord 2x4 SP 91
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "r reinforcement. 80%length of
web member. Same species & SRB grade or better,
attached with ed Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pt NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mise Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Deg/CSI Criteria
PP Deflection in too Udell U#
VERT(LL): 0.176 N 999 240
VERT(CL): 0.315 N 999 180
HORZ(LL): 0.074 L - -
HORZ(TL): 0.132 L - -
Creep Factor: 2.0
Max TC CSI: 0.644
Max BC CSI: 0.584
Max Web CSI: 0.577
Mfg Specked Camber.
VIEWVer. 17.02.02.1208.15
40035958ffi511999C3[ASDl DE 1slamFS
�r'+'UrAr I�4^++m u®aMvrwiwwx
I7 m.4t NIIL`YMm Cmbwa9)NwSyY UU1
mtltNbemw�
Y6NtlCpMiNa8G412W YaMC W�A=Yd WkC
aMIM W14MrNb?M<.Yvmu[b MtlMTtlgNW,mY
Kp4�.
♦Maximum Reactions (Ibs)
Gravity Non-Grav'dy
Loc R+ /R- /Rh /Rw /U /RL
B 1606 /- /- /934 /684 1427
J 1606 /- /- /934 /684 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Real = 1.9
J Brg Width = 8.0 Min Rea = 1.9
Bearings B & J are a rigid surface.
Bearings B S J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 F-G 1068 -1841
B-C 1429-2955 G-H 1191 -2320
C-D 1163-2359 H-1 1164 -2359
D - E 1190 -2320 I - J 1430 -2956
E-F 1068-1841 J-K 27 0
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - R
2583 -1137
O - N
2009
-772
R-Q
2580-1137
N-M
2581
-1144
Q-P
2580-1137
M-L
2581
-1144
P-0
2008 -744
L-J
2584
-1144
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens.
Comp.
R-C
278 -5
O-G
492
-755
C-P
419 -604
G-N
460
-164
P-E
460 -164
N-1
420
-604
E-0
492 -754
I-L
Z78
-6
O - F
1370 -768
of
failure to build the
g or cover pa a
m. The sui bility
rinCy
omponcnrs. e4
SEON: 6 79211 T6 / HIPS Ply: 1 Job Number. 36CS0055A
FROM: AH Qty: 2 4EAB Ada "C" LL OL /DR Horton 14EAB Ada "C" LL OL ,DR Horton DRW:
Wirt: 236.6 Ibis Truss Label: A3 I ... / ... 101'10/2019
Ka
i '1 44°3 F 2'62
6"S75 T6 4IF'l9 + 3a97 +3237 3849 —I
USF6(R) -6XXs
SEAT PLATE REa, SE TPIAMREQ
Ft', fit°13 5'70'3 1'11"
J fi2°13 1211* 32
1T112
Loading Criteria (psi)
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Lead Duration: 1.25
Spacing: 24.0 "
Top chord 2x4 SP #1
Sol chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 R
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.87 R
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
45"4 3' 5'1a3 62-13 1'
r 21'8" F 711 32'53 I 39'6" -r-
41
Snow Criteria (Pg,P( in PSF)
Pg: NA Ct NA CAT: W
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Dumbon: NA
Code / Mise Criteria
Bldg Code: FBC 2017 RES
TPI Stall: 2014
Rep Fee: Yes
FT/RT:20(Op10(0)
Plate Type(s):
WAVE
DBg/CSf Criteria
PP Deflection in loc Udell L/#
VERT(LQ: 0.157 P 999 240
VERT(CL): 0.288 P 999 180
HORZ(LL): 0.067 M - -
HORZ(TL): 0.123 M - -
Creep Factor: 2.0
Max TC CSI: 0.372
Max BC CSI: 0.454
Max Web CSI: 0.690
Mfg Specked Camber.
VIEWVer. 17.02.02.1208.15
i
♦Maximum Reactions (Ibs)
Gravity Non-Gmvdy
Loc R+ / R- I Rh I Rw / U I RL
B 1562 A /- 1940 /695 1305
K 1566 /- /- 1940 /695 A
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
K Brg Width = 8.0 Min Req = 1.8
Bearings B S K are a rigid surface.
Beadngs B & K require a seat plate.
Maximum Top Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 G-H 1218 -1969
B - C 1499 -2833 H -1 1345 -2347
C - D 1326 -2377 I - J 1326 -2386
D - E 1344 -2338 J - K 1500 -2842
E-F 1213-1951 K-L 27 0
F-G 1153-1697
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Bot Chord Farces Per
Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80%length of
Chords
Tens.Comp.
Chords
Tens. Comp.
web member. Same species & SRB grade or better,
B - T
2468 -1194
P - O
2055 -953
attached with 8d Box or Gun (0.113"x2.5",min.)nails
6" oc.
T - S
2466 -1194
O - N
2055 -953
S-R
2047 -924
N-M
2474 -1221
Loading
!!!!!!!
R-Q
2047 -924
M-K
2476 -1221
Truss passed check for 20 psi additional bottom
\\\\\\i\u
Q- P
1702 -702
chord live load in areas with 42"-htgh x 24"-wide
�� J •••.. Rr/ !j
��+�
clearance.
*'V,\tQp �P.r E tVsti.ti
Maximum Web Forces
Per Ply libel
�C••�•'>+,
Webs
Tens.Comp.
Webs
Tens. Comp.
Wind
N6 647152
Member design based on DOM MWFRS and C&C.
a*: •R1Y',.
T-C
-6
P-G
1-331
Z+,„Q:
C-S
322 322 -465
P-H
4 16 -584584
�(ry
S-E
389 -159
H-N
388 -160
-0 STATE STATE OF • juti
E-Q
415 -585
N-J
322 -464
~'iy�.C•�:'C/
F-Q
596 -343
J-M
230 -8
..° _.. {'1�:' �i�w�`
Q-G
227 -221
mmsaselaso39xxaapEce lsmm re
wniwawveW i�<um eaaFuawivmn4
R PS-il[.tlAfl{M W d�v.,daaMVlufvliiWi
mP3eNaaYo,tvJ1,
wmzaanaauna«mwxama.evmeae ro.awwas
v,e ee Pw aawaw.m.crrr®xromwemnxa
14'
nmponenre.
of ITW Buildin�gg�Components Group Inc. shall not be responsible for any deviation from this drewing,any failure to build the
nce with ANS#TPI 1, or for handlinp� shipping, installation and bracing of busses A seal an this drawing or cover page
ing, indicates acceptance of Rrofeealona iengineering responslbilityaoleti/far Ma Eesign shown. The suitability
92QN: 667919 / T5 / HIPS Ply: 1 Job Number. 36CSOOSSA
FROM: AH Qty: 2 4I:A13 Ada "C" LL OL /DR Horton MEAB Aria "C" LL OL ,DR Horton DRW:
Wgt: 253.4 Ibs Truss, Label: A4 I ... / ... 10/10/2019
A45 FT10"B 12'4'7 15' 18'4" 23'6" + 263"9� 3eT8 �32'3"7 38'a" ,
e'45 1'6• 4'5"14 29"9 4'4° 4'4" 2'T5 4'S"15 15'' 84"9
{2X4 =5X6
B2X4 =3X4 =3%8=3X4 =-3X8 =3X4=3X6ai3X4 ll
SEAT PLATE REQ.
SEATPIATEREQ.
1'
F +
6'2°13 5'102
6'2°13 12'0'15
1.11.1 4'4'
�1 1 19'4"
H
4'4° 1'
23'8° 24' °1'11
ze7^
5'10.2 6.2"13 1'
+ 38'8"
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,w in PSF)
DofVCSI Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in Ice Udell L#t
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.148 G 999 240
Loc R+ / R. / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.278 G 999 18D
B 1523 /- A /938 /697 1345
BCDL: 10.00
Risk Category: ll
Snow Duration: NA
HORZ(LL): 0.063 N - .
L 1523 /- /- /938 /697 A
Des
EXP: C Kzt NA
HORZ TL 0.118 N -
( )
Wind reactions based on MWFRS
.00
NCBCLL: 10.00
Mean Height: 15.00 ft
Code /Mice Criteria
Creep Factor: 2.0
B Brg Witlth=8.0 Min Req=1.8
Soffit 2.00
TCDL: 4.psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.381
L Big Width Min Re 1.8
q =
Load Duration: 1.25
,BCDL: 5.0 P st
MWFRS Parallel Dist 0 to h/2
Std: 2014
Max BC CSI: 439
Bearings B & L are a rigid su..ace.
Bearings B 8 L require a seat plate.
24.0
Spacing: 24.0"
C&C Dist a: 3.87 R
Re
Rep Fac: Yes
Max Web CSI: 0.470
Loc. from endwall: not in 4.50 ft
FT1RT:20(0)/10(0)
Mfg Specified Camber.
Maximum Tap Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind DarefiOn: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A-B 27 0 G-H 1272 -1856
Lumber
B-C 1525-2751 H-1 1336 -2009
C - D 1358 -2288 1-1 1377 -2249
Top chord 2x4 SP #1
D-E 1377-2249 J-K 135E -228B
Bat chord 2A SP#1
E-F 1336-2009 K-L 1525 -Z751
Webs 2A SP#3
F-G 1272-1856 L-M 27 0
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-V 2395-1227 R-Q 1754 -818
V - U 2393 .1227 Q - P 1965 -979
U-T 1965 -949 P-0 1965 -979
T-S 19SS -949 O-N 2393 -1256
\{({{{iitlrytl
AAA— A..
S-R 1754 -789 N-L 2395 -1256
�,•VjCrM$ ��i
• i0`,�
••
Maximum Web Farces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens.
Camp.
No O47182 5
, ..� **Z
V-C
235 -6
R-H
252
-169
,k • ."'.
C-U
327 -475
Q-1
4D4
-529
U-E
355 -161
H-Q
545
-372
I), STATE OF jjt�
��``
E-S
404 .529
1-0
355
-161
r Q ,
0 XN A •�A O
F - S
F-R
545 -372
252 -169
O - K
K-N
327
235
-475
-8
,0 ;$" -�•�_ iw�*'..��`J~�
G-R
224 -258
� M50!!2B !D!D 9[ 3[ A60f @ T9 of m F9
awuMery eve ffi YYue N Gu„n vs'1w1.
N 1%Y.it NG1YnM W @V Yta�•aba utr YGW.1
Att[NtY6•b1Y.
nbpf}tryIDdllnGaut 2Yaro1GMYbN�yrulW WM
aM ffe LU I VNwbllmoffimetNwtlNmarYivVVB
caVu
"IMPORTANT"
e to build the
coverp ge
The su tability
rrnry
omponenrs uc�
S-
ON: 667917/T4/HIPS Ply:1 Job Number. 36CS0055A
FROM: AH Oty: 2 4FAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL ,DR Horton DRW:
Witt 212.E Ibs Truss Label: AS I ... / ... 1011012019
h 6'4"9 1''4" t 24" 337 } a"
6'4"9 IAf 64. 8+62T64
-5XB 1112X4
112X4 -4X6-3X4 -3X8 =3X4=4X6 112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
Fi' 1 fi'2"13 6'9"3 1' 6'4" 6'4" T 5'B"3 6'293 V�
8'2"13 12' 13 7 .4" 25'8' 32'51 sat
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: .900
Load Duration: 1.25
Spacing:24.0"
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Wind Criteria
Wnd Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height 15.00 ft
TCDL: 4.2 pal
BCDL: 5.0 pal
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.87 R
Lee. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based an both MWFRS and C&C.
Snow Criteria (Pg,Pr in PSF)
Pg: NA Ct: NA CAT: NA
Pt NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DBB/CSl Criteria
PP Deflection in loc Udell UO
VERT(LL): 0.182 E 999 240
VERT(CL): 0.325 E 999 180
HORZ(LL): 0.074 J - -
HORZ(TL): 0.131 J - -
Creep Factor. 2.0
Max TC CSI: 0.443
Max BC CSI: 0.573
Max Web CSI: 0.555
Mfg Specified Camber.
VIEWVev 17.02.02.1208.15
7k
STATE OF
aamsass7s sososcrcA<otot lssamrs
n {a. uc«rvn i •. m era awr.mw.ar. w.r
na+mnm".m.,
MNY3CiIDF NW [YY•W as 61CNlftl•1 emu! rd •saS:C
W OnYWta�Aw'41Wm4matMxNa1 mrY4Mn+Y
eWfn.
THIS DRAWING TO ALL
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Lac R+ /R- /Rh /Rw /U /RL
B 1616 /- /- 1931 /699 /304
H 1616 /- P 1931 /699 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.9
H Brg Width = 8.0 Min Req = 1.9
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Maximum Top Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 E-F 1430 -2366
B - C 1572 -2952 F - G 1372 -2451
C - D 1373 -2451 G - H 1572 -2953
D - E 1430 -2366 H -1 27 0
Maximum Bat Chord Forces Per Ply fibs)
Chords Tens.Comp. Chords Tens. Comp
B-P 2576-1273 M-L 2118 -961
P-0 2573-1273 L-K 2574 -1303
O-N 2573-1273 K-J 2574 -1303
N-M 2118 -931 J-H 2577 -1302
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P-C
247 -4
M-F
356
-215
C-N
379 -505
F-L
437
-171
D-N
437 -171
L-G
37B
-506
D-M
357 -215
G-J
247
-6
E-M
272 -344
�nty
omlrunenn. u�
SEQN: 6679151 T3/HIPS PIy:1 Job Nomber,36CS0055A
FROM: AH Qty: 2 4EAB Ada "C" LL OL/DR Horton /4EAB Ada "C" LL OL ,DR Horton DRW:
Will: 224.0 Ibs Truss Label: A6 I ... / ... 10/10/2019
F 6'4°9 + 11' + 75'11°1 + 19'4° + 22'e13 2T8" + 32'3"7 1 36'8" ,
N 4'7'7 4'11°1 3'4"15 3'4°13 4'11"3 4'7°7 6'4°9
aa6X6 012X4 si5X6 102X4 =6X6
D E F G H
12
fi p
y3X4C 143X4
Ih
I =4X6(A2)B J=4K6(A2)
X3 A z
S R P 0 N M L
0
012X4 =-3X4 =3X6 sa3X6 =3X8 �3X6 =3X4 U2X4
SEAT PIATE RED.
SEAT PLATE RED.
1' L 6'2°73 V9"3 3' 6'9°12 _ 1'11"4 4'9*3 6'2°73 i'
F T 6'2°13 11' 74 I 1 17 2ZB"13 24'8° 3 32'5'3 F 38'8°
i F 278"
T
ut
n
is
1
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DetUCSI Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U$
Gravity Non-Gmv'dy
TCDL: 7.00
Speed: 160 mph
Pt NA Cc: NA
VERT(LL): 0.177 F 999 240
Loc R+ / R- / Rh / RW / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CQ: 0.332 F 999 180
B 1523 /- A 1918 Not 1263
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 L - -
J 1523 P A /918 7701 /-
Des Ltl: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.125 L - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height 15.00 ft
Coda/Misc Criteria
Creep Factor. 2.0
B B Width = 8.0 Min Re 1.8
Big 9=
Soffit: 2.00
TCDL: 4.2 Pat
Bldg Code: FBC 2017 RES
Max TC CSI: 0.357
J Big Width = 8.0 Min Real = 1.8
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to IU2
TPI Std: 2014
Max BC CSI: 0.495
Bearings B 8 J are a rigid surface.
Bearings B 8 J require a seat plate.
Spacing: 24.0"
C&C Dist a: 3.87 R
Rep Fac: Yes
Max Web CSI: 0.366
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEWVer. 17.02,02.1208.15
A-B 27 0 F-G 1585 -2446
Lumber
B - C 1593 -2735 G - H 1585 -2446
C - D 1469 -2357 H -1 1469 -2357
Top chord 2x4 SP 01
D - E 1585 -2446 I - J 1593 -2735
Bot chord 2x4 SP g1
Webs 2x4 SP 03
E-F 1585-2446 J-K Z7 0
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and CBC.
Chords Tens.Comp. Chords Tens. Comp.
B-S 2378-1297 O-N 2053 -1066
S - R 2376 -1297 N - M 2053 -1066
R - Q 2053 .1036 M - L 2376 -1316
Q-P 2053-1036 L-J 2378 -1316
_...■u«._
P-O 2494-1303
J"sw«r/ -ry�
Maximum Web Fames Per Ply (Ibs)
,L\(`iM$•�.'•��•�fn
Webs
Tens.Comp.
Webs
Tens. Comp.
+i
No 047182
•
S-C
209 -8
F-O
90
-99
•�7(r�
C-R
3M -391
G-O
213
-242
a".
D-R
341 -178
0-H
592
-366
!(•+`«
D-P
592 -366
H-M
341
-178
STATE OF
(uy
E-P
212 -241
M-1
303
-391
P-F
90 -100
I-L
209
-10
5am5050 rH5p909D3CAflDEOE]Bai mi9
Wnnuwa lqvnge aapwainunwL
M {R W. Nrl[IY tl fb tlgt aM atpN my l YU.1
M41tlY4bn aY.
MwaaenM xaaaursneaaarewmie+Rn.aw m6E
w»cv+i«,nwoumace.wxea.Nm m w.w=u�c
rob
pply tams w eacn race or wss ana posmon as snown aoove ana on me Joint Uetaes, unless noted otherwise. Kemr 0
far s ndard plate positions.
of ITW Buildinq Components Gmun Inc. shall not be responsible for anv deviation from this drawing env failure to build the
one)•
omponenrc, —"
SEQN: 667913/T2/HIPS Ply:1 Job Number. 36CS0056A
FROM: AH Qty: 2 4EAB Aria "C' LL OL /DR Horton /4EAB Aria "C" LL OL,DR Horton DRW:
Wilt 222.6 lbs I Truss Label: A7 / ... 10/10/2019
1'4'a 9' 148°14 19'4° 23'11"2 298' 32'3"8 388' I
r 64'B F 2T8+ 5'8'14 { 472 F 47'2 F 14 + 2'7'8 I 8'4"8 D
II
=6X6 =3X4 =5X6 =3X4 =9X6
D E F G H
T S R Q P Q N M
IIZX4 =3X4 =HD308 �3X4 =3XB =3X4 eiH0308 =3X4 1112X4
SEATPIATEREQ.
6(A2)1
SEAT PIATE REQ.
°4 F2S66 0 6'°78'2-r12'2 27'414
62.12 9' 4'5I'1 24 1 I524 326'
Loading Criteria(psq
Wind Criteria
Snow Crteria(Pg.PI In PSF)
Defl(CSI Criteria
♦ Maximum Reactions(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Cl: NA CAT: NA
PP Deflection in loc L/defl LI#
Gravity Nan-Grav'dy
TCDL: 7.00
Speed: 160 mph
Pi: NA Ce: NA
VERT(LL): 0.226 F 999 240
Lee R+ / R- / Rh / Rw
/ U / RL
BCLL: D.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.422 F 999 180
B 1523 /- A 1900
f703 1222
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.071 L - -
J 1523 /- /- 1900
f703 A
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): O.132 L - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height 15.OD R
Code / Misc Criteria
Creep Factor. 2.0
P
B Big Width = 8.0 Min Req = 1.8
Soffit 2.00
TCDL: 4.0 psi
Bldg Code: FBC 2017 RES
Maz TC CSI: 0.382
J Width =m Min Req=1.8
BCDL: 5.0 psi
P
Bearings B & J are ai rigid surface.
ing
Load Duration: 1.25
MWFRS Dist o m h/2
TPI Bid: 2014
Max BC CSI: 6.474
Bearings B 8 J require a seat plate.
Spacing: 24.0"
e: 3.87 ft
C a: 3.87
Rep Fac: Yes
Max Web CSI: 0.502
Maximum Top Chord Forces Per
Ply
Loc. from not in 4.50 ft
c. from
Plate Ty0(0)/10(0)
mbe
M(il Specked Camber.
Chards Tens.Comp. Chords
s.
Tens. Comp.
pI: 0.1l:
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
VIEWVer. 17.02.02.1208.15
A-B 27 0 F-G
1922 -3066
Lumber
B - C 1617 -2726 G - H
1a23 -2979
C - D 1575 -2488 H -1
1575 -2488
Top chord 2x4 SP#1
D-E 1823-2879 1-1
1617 -2725
But chord 2x4 SP#1
E-F 1922-3066 J-K
27 0
Webs 2x4 SP 93
Wind
Maximum got Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
Chords Tens.Comp. Chords
Tens. Comp.
B-T 2367-1304 P-0
290B -1574
T-S 2365-1304 O-N
2193 -1175
S-R 2193-1145 N-M
2193 -1175
R-Q 2193-1145 M-L
2365 -1334
_..xnitta._
Q-P 2908-1565 L-J
2367 -1333
:.• •�;
Mazimum Web Forces Per Ply (Ibs)
,����VG'
�
y�('i�f1d$�,++.����f
Webs
Tens.Comp.
Webs
Tens.
Comp.
,�PD
NO O4710 o
+�*�
T-C
156 -12
P-G
222
-123
*�•
C-S
247 -266
G-O
345
-466
i
D-S
315 -199
O-H
892
-537
cc
D - Q
892 -537
M -1
247
-256
y..(.�.�- ({dam
Q-E
345 -466
H-M
315
-199
, 0 ++w+
E-P
222 -123
I-L
156
.14
r ;fii _ _.np�.��A
F -P
165 -222
u..®r�.m vow n..nvanua
n rn..ue. u>mlmm.c�.e....ea..�y.uwr
�«OxrMtlbErsuewaa+mt4rd"aHGW 3vd rvkC
a"a Yn Y41nNMN11M<NY M1"N[N Mr✓e!m MdmmX
t�
THIS DRAWING TO ALL
THE
e to build the
cover pagebi,
The suilality
rmty
ompanrnn. u�.
SEQN: 705180/ T25/SPEC Ply:1 Job Number. 36CSOOSSA
FROM: GM City: 4FAB Aria "C" LL OL /DR Horton MEAB Ada "C" LL OL,DR Horton DRW:
WEI: 214.2 Its Truss Label: A8G I ... / ... 10/10/2019
2I• 26'4F '5 388'Z"6 T12
47T 49.0 466"22 4O48294'15 41
�5X8 =4X4 E6X6 1112X4
12 C D E F G
6
MT I g2X4
ia
N. (a) (a)
1 1 - Ix6(AA2) 8 J 3K6(A7)
1 Q P 0 N_ M L
103X4 014X4(R) -6 =3X8
SEAT PLATE REQ. SET PLATE REQ. SEAT PLATE REQ.
20'e' 5'8" 12'4"�
77'1'.112 41''' 14fi'fi"4 8'566'24 29"12I 9'
2 16'2 0 27F'f0'2 22293888' "
Loading
Criteria (psf) Wind Criteria
TCLL' 20.00 Wind Std: ASCE 7-10
TCDC 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C Kzt NA
Des Lit 37.00
Mean Height 15.00 R
NCBCLL: 10.00 TCDL 4.2 pal
Soffit 2.00 BCDL: 5.0 pat
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0" CBC Dist a: 3.87It
Loc. from endwall: Any
GCpr 0.18
Wind Duration: 1.60
Lumber
Tap chard 2X4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP 03
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 -r reinforcement. 00% length of
web member. Same species 6 SRB grade or better,
attached with Ed Box or Gun (0.113"x2.5",min.)nails
6" cc.
Special Loads
-(Lumber Dur.Fec =1.25 / Plate Dur.Fac.=1.25)
Lumber
Tap chard 2X4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP 03
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 -r reinforcement. 00% length of
web member. Same species 6 SRB grade or better,
attached with Ed Box or Gun (0.113"x2.5",min.)nails
6" cc.
Special Loads
-(Lumber Dur.Fec =1.25 / Plate Dur.Fac.=1.25)
TC: From 56 pg at -1.00 to
56 pit at
7.00
TC: From 28 pit at 7.00 to
28 plf at
19.06
TC: From 56 pit at 19.06 to
56 pit at
39.67
BC: From 4 pit at -1.D0 to
4 pit at
0.00
BC: From 20 pit at 0.00 to
20 pit at
7.03
BC: From 10 plf at 7.03 to
10 plf at
19.06
BC: From 20 pit at 19.06 to
20 pit at
38.67
BC: From 4 pit at 38.67 to
4 pit at
39.67
TC: 339 lb Conc. Load at 7.03
TC: 171 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06
TC: 174 lb Conc. Load at 19.06
BC: 538 lb Conc. Load at 7.03
BC: 1271b Conc. Load at 9.06,11.06,13.06,15.06
17.06.19.06
Plating Notes
All plates are SX6 except as noted.
SnOW Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: NA
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Cast
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
"IMPORTANT' FURNISH THIS DRAWING TO
DBfgCSI Criteria
PP Deflection in Ioe L/defl U#
VERT(LL): 0.085 Q 999 240
VERT(CL): 0.159 Q 999 180
HORZ(LL): O.D31 N - -
HORZ(TL): 0.059 N - -
Creep Factor. 2.0
Max TC CSI: 0.690
Max BC CSI: 0.611
Max Web CSI: 0.890
Mfg Specified Camber:
VIEWVer. 18.02.01A.0205.20
Wind
Wind loads and reactions based on MWFRS.
M
STATS 4F
aomsassmsomscscnaorm rsserars
n w.. rx rmvf r m era wmase.. mr. rx..r
zn..x.ew.raa.
RNid[W Yrol UnlxunartsaramfdsaaapadN vaLd
a� e�¢ nW aa4wtr+wnmp wrstN„eMva m gaea,mk
N
1
♦Maximum Reactions (Ibs), or•=PLF
Gravity Non -Gravity
Loc Rt /R- /Rh /Rw I /RL
B 1577 /- /- A 7765 A
N` 587 A L /- 1278 /-
J 383 /- A A 1173 A
M /-115
Wind Mact(ons based on MWFRS
B Brg Width = 8.0 Min Req = 1.9
N Erg Width =68.0 Min Real =-
J Brg Width = 8.0 Min Req = 1.5
Bearings B, N, 6 J are a rigid surface.
Bearings B, N, & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chards Tens.Comp. Chords Tens. Comp.
A-B 27 -20 F-G 1460 -735
B-C 1370-2824 G-H 210 -164
C-D 1073-2253 H-1 213 -175
D-E 433 -990 1-1 160 -295
E - F 1460 -734 J - K 27 -20
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-Q
2451-1165
N-M
319
-572
Q-P
2480-1169
M-L
312
-562
P-0
2212-1064
L-J
264
-100
O-N
878 -388
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C-Q
707 -108
F-N
302
-434
C-P
123 -303
N-G
491
-1053
P-D
5D7 -106
M-G
156
-285
D-O
825-1613
G-L
772
-353
O - E
1386 -550
H - L
Z35
-252
E-N
1447-2965
L-I
Z34
-344
iilure to build the
or cover page
i. The suitability
andy
ompondnrs. uc=
SEQN: 705164 I T32/HIPS
Ply:2
Job Number. 36CS0055A
FROM: JAH
Qty: 1
4FAB Aria °C" LL OL/DR Horton /4EAB Aria'C° LL OL,DR Horton
DRW:
Wgt: 255.5 lbs
Truss Label: A9G
/ ... 10/1012019
7
'4 15'°S} 194'F 2+
240"12
I
t•
+ 4'4
0 3'11°
4472 3'3131
4443TF'0°4
354'4
33'8787°2'44
�I
N
a
1
=3X4 =4X4 s7XB =3X8 =4X4 =V,t
SEAT PIATE REQ.
SEAT PIATE REQ.
1' 77' i4t0'0"112 F 2 + 42T3'37° 440°12I 1
31'8'2 75'1°8 19'4I T8' '
r
Loading Criteria (psr) Wind Criteria
Snow Criteria (Pg,Pr in PSF) DBR/CSI Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/#
Gravity
Non -Gravity,
TCDL: 7.00 Speed: 160 mph
Pf. NA Cc: NA VERT(LL): 0.266 G 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.502 G 916 180
B 3058 /- /-
/-
/1391 A
BCOL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.062 N - -
L 3059 A /-
A
11392 /-
Des Ltl: 37.0o EXP: C Kzt NA
HORZ(TL): 0.117 N - -
Wind reactions based on
MWFRS
itMean Height 15.00
NCBCLL: 0.00
Code/disc Criteria Creep Factor. 20.
B B Width = 8.0
rg
Min Re 1.8
q=
TCDL: 4.2 psi
Soffit: 2.00
Bldg Code: FBC 2017 RES Max TC CSI: 0.228
L Big Width = 8.0
Min Re 1.8
q =
BCDL: 5.0 psi
Load Duration: 1.25 p
MWFRS Parallel Dist 0 to N2
2014 Max BC CSI: 0.557
Bearings B 8 L ere a rigid surface.
Bearings B 8 L require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Fac: No Max Web CSI: 0.273
Re Fa
Loc. from endwall: NA
FT/RT:20(0)110(0) Mfg Specked Camber.
Maximum Top Chord Forces Per Ply (Ibs)
GCpr 0.18
Plate Type(s):
Chards Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver. 18.02.01A.0205.20
A-B 13 .10
G-H
2O48 .4574
Lumber
B - C 1413 -3095
H -1
1949 -4356
C-D 1367-3053
I-J
1684 -3758BatD-E
Tap chord 2x45P #1 :TC22x6 SP#1:
1683.3757
J-K
1368 .3054
chord
E-F 1949-4356
K-L
1414 -3096
We
We bs 2x4SP#3:WJ 2x45P#1:
:W
F-G 2048-4574
L-M
13 -10
Nailnote
Nail Sahedule:0.128"x3", min. nails
Maximum Bat Chord Forces Per Ply ([be)
Top Chord: 1 Row @12.00" o.c.
Chords Tens.Comp.
Chards
Tens. Comp.
Bot Chord I Row @12.00"o.c.
Webs :1 Row @ 4w
-
B-T 2743 -1246
O-P
4390 -1971
Use equal spacing between rows entl stagger nails
between
T-S 2732-1218
P-O
3822 -1719
in each row to avoid splitting.
S - R 3822 -1719
O - N
2733 -1218
R-Q 4390-1971
N-L
2744 -1247
Loading11111ititfi(
D
#1 hip supports 7-0-0 jacks with no webs.
11ton*!...�.j�R�j
Maximum Web Forces
Per Ply(lbs)
WindySCEidS�..
���`
•�
Webs Tens.Comp.
Webs
Tens. Comp.
Wintl loads and reactions based on MWFRS.
No O471 i
C-T 32 -13
Q-H
243 -101
D-T 301 -68
H-P
254 -397
D-S 1340 -607
P-1
717 -309
, '�(ri
S-E 420 -764
1-0
423 -763
STATE OF +S
E-R 718 -309
O-J
1339 -607
R-F 255 -397
J-N
302 -68
.`+`�'`��
F-Q 243 -102
N-K
32 -13
`0'�.
.fiat•...!.. .. �'tt:.
G-Q 181 -227
40015B563s4D309C9CM0E eE ]44a ED F9
wvvvmnr �++Na man W Nwn uu+rt
M P-tl[.N1LLtjn6GmaOSYYIc'w °sb9YLLLl
a bNumlYmY.
n+nal.rynNtlaew.:av Pa ma:aNmxefp+da�i wia
rd:�aswiwMwb3' mmwmatNmmaammiYYumx
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
nney
ompannnr. u<
SEON: 667887/T78/COMN PIy:1 Job Number.3fiCS0055A
FROM: AH Oty: 3 1 4EAB Aria "C" LL OL /DR Horton 14EAB Ada "C" LL OL,DR Horton DRW.
Will: 93.81bs Truss Label: Bi ... / ... 10/1012019
Loading Criteria (psg
TOLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des.Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
S'1"4 B'8" 12'6"4 18'
s1"4 4!6"12 r g 4 F ss12
SEAT PEATE RED.
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 it
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chard 2x4 SP 01
Bot chord 2x4 SP 91
Webs 2x4 SP 93
:Rt Slider 2x8 SP M7: BLOCK LENGTH = 1.500'
Wind
Member design based an both MWFRS and CBC.
03X10(ES)
1
SEAT PIATE RED. SEAT Pi.ArTE RED.
—i s4"
3' S'4"
Snow Criteria (Pg,Pf in PSF)
DefgCSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in lac L/defl L/p
Gravity Non -Gravity
Pt NA Ce: NA
VERT(LL): -0.047 F 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.036 F 999 180
B 592 A A 1357 289 1194
Snow Duration: NA
HORZ(LL): 0.030 F - -
H 542 /- /- 1374 1176 A
HORZ(TL): 0.033 F -
J 329 /- /- 1230 1178 A
Code / Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TO CSI: 0.365
B Brg Width = 8.0 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.516
H Big Width = 8.0 Min Req = 1.5
Rep Fee: Yes
Max Web CSI:
J Brg Width = 8.0 Min Req = 1.5
Bearings B, H. 8 J are a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specked Caamber.
Camber.
Bearings 3, H, 8 J require a seat plate.
Plate Type(s):
—11
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEWVer. 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 D-E 690 -428
B-C B57 -752 E-F 565 -311
C-D 603 -447 F-G 576 -362
Maximum Bat Chord Forces Per Ply (Ibs)
Chards Tens.Comp. Chords Tens. Comp.
B -1 636 -720 H - G 241 -356
I-H 244 -363
No 047102
�r
STATE OF
40m5958185D9D9C3CA80EDE ]9fiB W F9
mmaiw,wmygrweaN armeNNar+�+�ar+nw{
fl {0. LLt N}e]IeO�b=malP"�i9>A mXrf W(
lWfWtlttl"tm's.
xgvta�xrMeaExusmafima+J•4mLwmEr4 w+h!
aCM VhSSNrmb,a6vmutNwtlm a,Mxa¢rtrX
mvc.
THIS DRAWING TO ALL
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-I 482 -338 I-E 366 -175
D - I 230 .300 E - H 419 -485
of
failure to build the
� . Tcover
e uiitaability
nrty
omponenrs u<'
SEQN:667888/T17/GABL Ply:l Job Number. 36CSOOSSA
FROM: AH Qty: 1 4EAB Aria "C" LL OL/DR Horton 14EAB Ada "C" LL OL,DR Horton DRW:
Will: 110.6 lbs I Truss Label: B2GE / ... 1011112019
(-1'8"—(-1'4" -�
(fYP)
I
t Ti
Loading Criteria (psg Wind Criteria
TCLL 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C KztNA
Des Ld: 37.00 Mean Height 15.00 R
NCBCLL: 10.00 TCDL: 4.2 psi
Soffit: 2.00 BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist 0 to M2
Spacing: 24.0" C&C Dist a: 3.00It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Plating Notes
All plates are 2X4 except as noted.
Loading
Gable end supports 8" max rake overhang. Tor
chord must not be cut or notched.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
"IMPORTANT"
a
itre
r bil
Snow Criteria(Pg.M in PSF)
Dafl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Ice Udell U#
Pt NA Cc: NA
VERT(LL): -0.022 L 999 240
Lu: NA Cs: NA
VERT(CL): 0.027 L 999 100
Snow Duration: NA
HORZ(LL): 0.013 L - -
HORZ(TL): 0.015 L - -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.295
TPI Std: 2014
Max BC CSI: 0.228
Rep Fac: Yes
Max Web CSI: 0.076
FT7RT:20(0y10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
LOe15958ffi Spip%%RaeEOE 196H m fa
am�� Ja N��ttmssaa%vssw�uauaY
nPutewvafewwmvde»a¢ew aaaw.r
aaEa
reWYnarLf W Nniaue,ae aaapanrtQm6tisd wie
wfwvwlwu„a�Iwma. wuaawwvC m+Mau
ms�n
INSTALLERS
♦Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R- /R. /Rh /Rw /U /RL
B' 93 /- /-
151
/42 /16
X. 159 /- A
1104
/73 /-
Wind reactions based on MWFRS
B Brg Wdth=155
Min Req=-
X Big Wdth=24.0
Min Req=-
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
A-B 27 0
G-H
254 -46
B-C 83 -119
H-1
309 -48
C-D 85 -102
1-1
322 -47
D-E 108 -81
J-K
307 -72
E-F 155 -fit
K-L
239 -38
F-G 203 -48
L-M
103 -103
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-W
137 -107
R-Q
158
-112
W-V
145 -108
Q-P
107
-68
V-U
150 -109
P-O
104
-68
U-T
152 -110
O-N
103
-67
T-S
1S4 -110
N-M
201
-131
S-R
156 -111
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-W
117
-55
H-R
18B
-82
D-V
106
-75
Q-1
0
-177
E-U
99
-73
P-J
136
-18
F-T
100
-73
O-K
221
-158
G-S
153
-73
N-L
307
-146
of
F-L,4
yontnrs. uc
SEQN: 6678891
FROM: AH
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP 93
fl
Ply: 1 Job Number. 36CS0055A
City: 1 4EAB Aria "C" LL OL /OR Horton /4EAB Aria "C" LL OL,DR Horton
Will: 43.4 lbs Truss Label: C1GE
4-2"
1 '8" — +— 1-4" .�
(TYP)
E=4X4
8'4"
4'2"
SEAT PLATE REQ. SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h2
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCph 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Loading
Gable end supports B" max rake overhang. Top
chord must not be cut or notched.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIND118 for
gable wind bracing and other requirements.
—IMPORTANT-
8'4"
8'4"
8'4" 1
DRW:
/ ... 10/10/2019
Snow Criteria(Pg,W in PSF)
Deg/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct:NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.018 K 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.014 M 999 180
S 375 A A 1251 1173 /118
Snow Duration: NA
HORZ(LL):-0.009 D - -
H 375 /- /- 1251 1173 A
HORZ(TL): 0.009 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.187
H Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max SC CSI: 0.147
Bearings B & H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.058
Bearings B & H require a seat plate.
FT/RT:20(Op10(0)
Mfg Specked Camber.
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEWVer.17.02A2.1208.15
A-B 27 0 E-F 573 -349
B-C 499 -386 F-G 531 -368
C-D 530 -368 G-H 500 -386
D-E 573 -349 H-1 27 0
r
CDDI505418Sp3D9CYAAOf Ce J96aa1 F9
z"an�eeam mi+t wwnua"mt
n {2rtrvurlw4Hma#meticwceV swx
role
rPontle�tadtictrcwr'axaclaxYml�uSa"1 wk!
ro1Mi*44exAvt'a 4nKte fasSLa v�il6anMdtRmfLL
on
INSTALLERS
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-N 316 -282 L-K 313 -272
N-M 315 -276 K-J 315 -278
M-L 313 -272 J-H 316 -285
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-N 91 -15 K-F 148 -36
D-M 148 -36 J-G 91 -15
E-L 152 -237
V.
omneypanrnrs ua
SEQN: 667890 1 T26/COMN Ply:1 Job Number. 36CS0055A
FROM: AH Qty: 2 14EAB Aria "C" LL OL/DR Horton /4EAB Aria "C' LL OL ,DR Horton DRW:
Wgt 37.8 Ibs I Truss Label: D1 / ... 10/1012019
5.
C=4X4
T ,2
6 p
0
fV
1 T=2X4(A1)B D=2X4(A1)
F
�— 1, 1
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h2
Spacing: 24.0"
CBC Dist a: 3.00it
Loc, from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bat chard 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
Left and right cantilevers are exposed to wind
Left bottom chord exposed to wind.
1112X4
9'9"6
5.
5
51 10,
'I" 1
Sn0\v Criteria (Pg,Pf in PSF)
DefVCSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udeff L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.012 F 999 240
Loc R+ / R- / Rh / Rw l U / RL
Lu: NA Cs: NA
VERT(CL): 0.011 F 999 100
B 438 /- /- 1425 1225 1134
Snow Duration: NA
HORZ(L L):-0.005 F - -
D 438 A /- 257 /220 /-
HORZ(TL): 0.005 F - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor 2.0
B Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.291
D Brg Width = 3.5 Min Real = 1.5
TPI Sid: 2014
Max BC CSI. 0.263
Bearings B & D are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.091
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Spectfad Camber.
Chants Tens.Comp. Chords Tens. Comp,
Plate Type(s):
A-B 27 0 C-D 796 -503
WAVE
VIEWVer. 17.02.02.1208.15
B-C 830 -503 D-E 27 0
r
+aei505affi 5a9a9CX R6af � fl5H m f9
RRl � N>)B]IanM dpPdv'+a �On'I,'.Ha154A1
rttrmdapnNGndonasv&uamGp�a2a�! wxt6
rat eb wx aratieeuio[1Cnta9a muttN wNM ra M+HarxK
"IMPORTANT" FURNISH THIS DRAWING TO ALL
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 428 -611 F-D 428 -611
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 306 -424
V nzt.
ompancnrs,u
a division of ITW BuiltlinLiGomponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSY1 PI 1, orfor handlin%shippinp, installation and bracing of tmsii seal on this drawing or cover pa¢¢e,
Nia drawing indicates seesFtance of Vpro issues engineering responsibility solely for the design shown. The suitabil
is of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI I Sec.2.
SEON: 667907/ T27/HIPS Fly, Job Number. 36CS0055A
FROM: AH Oty: 1 4;bA Ada "C" LL OL/DR Horton /4EAS Aria "C" LL OL,DR Horton DRW:
Wgt: 44.81tis Truss Label: D2G ... / ... 10/10/2019
T
0
1 4
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
I 3 + 7 10 {
r 3' 4' 3'
1, + 3'1"12
3'1"12
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Loading
#1 hip supports 3-M jacks with no webs.
Left side jacks have 3-0-0 setback with 0-1A rant
and 1-0-0 overhang. End jacks have 3-0-0 setback
with 0-1-4 cant and 1-0-0 overhang. Right side jacks
have 3-0-0 setback with 0-1-4 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
Left bottom chord exposed to wind.
a
=4x4
fi
IIILA4 =3A4
Elm
3'6"12 +
6'8"8
3'3"8
10,
Snow Criteria (Pg,H in PSF) DafgCSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA
CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity
Pf: NA
Cc: NA VERT(LL): 0.013 G 999
240 Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.024 G 999
180 B 568 /- /- /- 1271 1-
SnowDuration NA
HORZ(LL): 0.005 G -
- E 568 /- /- /- /271 /-
HORZ(TL): 0.010 G -
- Wind reactions based on MWFRS
Code / Misb Criteria Creep Factor. 2.0
B Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0.184
E Brig Width = 3.5 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.170
Bearings B S E are a rigid surface.
Rep Fee: No
Max Web CSI: 0.063
Maximum Top Chard Forces Per Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specked Camber.
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
A-B 27 -20 D-E 379 -840
WAVE
VIEW V.,.17.02,02,1208.15
B-C 379 -846 E-F 27 -20
C - D 318 -755
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-H 729 -318 G-E 725 -318
H-G 744 -318
Maximum Web Fames Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 162 0 G-D 165 .0
C-G 12 0
nP-rtetiuvlw WBwsYAsaaou-.v �
vhriaaPxsdustawavreawarl%+aea�nlat.mks
wnefYiisnubavm(tt'ea�rM�Nen mmy+Y�vu1[
\LL NOTES ON THIS DRAWING!
as snown above and on
anry
omponrnn, u� -
SEQN: 6678911 T28/VAL
Ply:1
Job Number. 36CS0055A
FROM: GM
Qty: 1
4EAB Aria "C" LL OL /DR Horton 14EA13 Aria "C" LL OL ,DR Horton
DRW:
Wgt: 25.2 lbs
Truss Label: V8
/ ... 10/10/2019
3'11"8 T11"
311"8 311"8
12 B=4X4
T Bp
iv 3X4(D1)=3X4(DO1)
A
l
a�
E
D 1112X4
T11"
3'11"8 3111"8
3'11"8 T11"
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pl in PSF)
DsfVCSI Criteria
♦Maximum Reactions (lbs), or•=PLF
TCLL: 2D.OD
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in lac Udeg U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Cc: NA
VERT(LL): -0.009 D 999 240
Loc R+ / R- / Rh / Rw / U / RL
E' 73 /- A /34 /28 /6
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.011 D 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.005 D - -
E Brg Width = 95.0 Min Req = -
Code / Mice Criteria
NCBCLL 100
Mean Height 15.00 ft
TCDL: 4.2 psf
CreepFactor. 2.0
Bearing E is a dgid surface.
Soffit: 2.0 0
BCDL: 5.0 pet
Bldg Code: FBC 2017 RES
Max TC CSI: 0.141
Maximum Top Chord Forces Per Ply(Iba)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2014
Max BC CSI: 0.121
Chords Tens.Comp. Chords Tens. Comp.
A-B 200 -178 B-C 200 .178
Spacing: 24.0"
CBC Dist a: 3.00it
Rep Fac: Yes
Max Web CSI: 0.109
Lac. from entlwall: not in 9.00 It
FT/RT:20(OV10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bat Chord Forces Per Ply (the)
Wind Duration: 1.60
WAVE
VIEWVer. 17.02.02.12.08.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber A.D 235 -146 D-C 235 -146
Tap chord 2x4 SP #1
#1 We SP fp Webs 2x4 SP MaxiWeb P ([be)
Batchord 3 mum Farces Per ty
We
Webs Tens.Comp.
Wind
B - D 366 -309
Member design based on both MWFRS and CBC.
Addillonal Notes
See DWG VAL160101014 for valley details.
r
�a
No 0471$8
11r ••
SERIAL
k
Ge95a5a]a5D3D9C1r MDE0ENea ED F9
mm"wau'mr Was W vsa M�uWn YaLL¢t
M $L LL'. N]IY I m as av",�a vbw wa a iw i
Rt)CIJLYT`2i
iln'sCa9a101VE dniRcrxarel(MYLva04+l mA w4rt
aed MclWSS a.Aa+Ya!bnNNm,eIM W4ammraWmris
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW NGI
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinga shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building /�
Component Safety Information, hYY TPI an SBCA) Lor so ety practices prior to performing these functions. Installers shall provide tempora /�„D�,
brecingTer SCSI. Unless noted a herwise,top chord shall have pmpedy attached structural sheathing end bottom chord shall have a property `/l/]/e
attache, ri id ceiling Locations shown for permanent Island restraint of webs shall have bracing ins fled per SCSI sections B3, 87 or 10,
era nenrs.w
Apply plater to each face truss and position as shown above and on the Join t Details, unless noted otherwise. Ilefer to P°
_af
drawingmb60. Z for standard plate positions.
Alpine, a division of ITV% Buildin Components Group Ina shall not he responsible for any deviation from this tlrewing,any failure to build the
truss in conformance with ANSPI 1, or for handlin%shipping, installation and bmcing of trusses A seal on this drawing or cover pa e_ .
this drawing,indicates
listing acceF�ance of pro asionall engineering responarbllity solely for the design shown. The suitability
and use of this swing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2.
Farmareinbimation sea Nis' b's enerel notes a eena Nesa aeb sites: ALPINE: www.e ineRw.mm'TPI: wmv.t insl.o SBCA: wxw.abon4us .mmICC: wmx.imsah.o
SEON: 6678921T22/VAL PIy:1 Job Number. 36CS0055A
FROM: GM Oty: 1 4EAB Ada "C" LL OL /DR Horton /4EAB Ada "C" LL OL,DR Horton DRW:
Wgt: 16.8 lbs Truss Label: V4 ... / ... 10/10/2019
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
1'3'11"
r 1'1111"8"8 "i ' 1,118
12
6
B=3X4
3X4(D1)-3X4(DC
T A
D
Wind Criteria
Wmd Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C Kzt NA
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist h/2 to h
C&C Dist a: 3.00 R
Loc. from endwall: not in 9.00 R
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 forvalley details.
"IMPORTANT'
i 3.11"
t_ 311" I
r 3'11"
Snow Criteria (Pg,Pr in PSF)
DeIUCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pt NA Cc: NA
VERT(LL): -0.004 999 240
Lu: NA Cs: NA
VERT(CL): 0.006 999 180
Snow Duration: NA
HORZ(LL): 0.001 - -
HORZ(TL):0.002 - -
Code/Mice Criteria
Creep Factor. 2.0
Bldg Coda: FBC 2017 RES
Max TC CSI: 0.058
TPI Sid: 2014
Max BC CSI: 0.069
Rep Fee: Yes
Max Web CSI: 0.000
FT/RT:20(0U70(0)
Mfg Specked Camber:
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
No 047102
STATE OF
4Yp15050385D3a9CXA6DE0E 1sa1m F9
"m>°, dyma vauaaMum�uaf,u,.
R RL uc Hrwl w w aw Rtua ram rkr! wt
rt2lmnamn,vq.
NNSC WIXNMMOWmalpYaaN4�X' sC '�'IIQIId iWQA
vJ (M L61�vahRMatlf wW bmYi%s. W AtltW:
tasNu
on
♦Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
D' 70 /- /- 131 122 /6
Wind reactions based on MWFRS
D Brg Width =47.0 Min Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 188 -162 B-C 18B -162
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 158 .149
the
n'
omponmas, "< .
SEQN: 705168 / T1 / VAL Ply: 1 Jah Number. 36CS0055A
FROM: JAH Qly: 1 4EAB Aria "C" LL OL/DR Horton MEAB Aria "C" LL OL,DR Horton DRW:
Will: 23.8 Its Truss Label: MV6 I ... / ... 10/10/2019
Loading Criteria (w
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soff-I 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP R7
Bot chord 2x4 SP 01
Webs 2x4 SP 93
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mear. Height. 15.00It
TCDL: 4.2 psi
BCDL: 6.0 psi
MWFRS Parallel Dist h to 2h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 R
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Right end ver ical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
a
6'0"8
678
678
Snow Criteria (Pg,Pr in PSF)
Pg: NA .Ct NA CAT: NA
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Cade: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
OegICSI Criteria
PP Deflection in loc L/defl L/M
VERT(LL): NA
VERT(CL): NA
HORZ(LL):-0.012 C - -
HORZ(TL): 0.017 C - -
Creep Factor: 2.0
Max TC CSI: 0.335
Max BC CSI: 0267
Max Web CSI: 0.215
Mfg Specked Camber.
VIEW Ver. 18.02.01A.0205.2D
f Na 047182
Sr
'O
11'. STATE OF
Gaa15B58ffi 509D9CXA4DE� ]960 m f9
H lfl.ucra»vlum.dm aso-gruwt renmea
.ta.nraam".aea
x+�ewa+aeeaxu.m woc.reawa.4wua
aN Ea WL1..V.neotlLntaLmCN VYMw WJmvmY
cadet
THIS DRAWING TO ALL
INSTALLERS
t
t
♦Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
D' 76 /- A /53 /17 113
Wind reactions based an MWFRS
D Brg Wdth=72.5 Min Req=-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 47 .117
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 189 -21
Maximum Web Farces Per Ply (Ibs)
Webs Tens.Comp.
B - C 233 -142
rrnry
nnrporrtnr. uc
f
SEQN: 705170 IT10 / VAL Ply: 1 Job Number. 36CSOOSSA
FROM: JAH Qty: 1 4EA.B Aria "C" LL OL/DR Horton /4EAB Aria "C" LL OL,DR Harlon TDRW:
Witt 15.4 lbs Truss Label: MV4 / ... 10/10/2019
12 2X48 T
Bp jl
m
=3X4(D1) n
A 1
Loading Criteria (ps0
TCLL: 20.00
TCDL 7.00
BCLL 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP 91
Bet chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist h to 2h
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wnd Duration: 1.60
Wind
Member design based an both MWFRS and C&C.
Right end vedical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
4'0"8
4'0"B
4'0"8
Snow Criteria (P9.Pnn PSFT
DofgCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Degeciion in loa Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.004C - -
HORZ(TL): 0.005 C - -
Code/Mist Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.166
TPI Bid: 2014
Max BC CSI: 0.126
Rep Fac: Yes
Max Web CSI: 0.090
FT/RT:20(0)fl0(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEW Ver. 18.02.01A.0205.20
No 047162
tr
STATE OF
apotsassls solascse4eaecelssarem
naL �..rwrwo.cu.e•.,m•:.�a..wa
.mr auq.•amaa,nmrcc,.nmamcc�•c.a wea
roe sa v�r wma=mim.w..u....tro m wr.rmw,�s
♦Maximum Reactions (]be), or'=PLF
Gravity Non-Gmvity
Loc R+ IR- /Rh /Rw /U /RL
D' 75 /- A /52 116 /12
Wind reactions based on MWFRS
D Brg Wdih=48.5 Min Req=-
Bearing A is a rigid surface.
Max"um Top Chord Fames Per Ply (Ibs)
Chords Tens.Comp.
Maximum got Chard Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 145 -14
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 164 -92
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
n7ire extreme rare in fabricating, handling shiepping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
it Safety Information, byY TPI anr7 SBCA) Poor safety practices prior to performing these functions. Installers shall provide temporary anth
r BCSI. Unless noted otherwise,top chord shall have propedy attached structural sheatpin end hotlom ch0M shall have a properylr y
id ceiling Locations shown far permanent lateral restraint of webs shall have bracing ins [led per BCSI sections B3, B7 or 610, nm nrnrs. v<,•
, a. Apply lutes t each few truss and position as shown above and on the Joint Details, unless noted otherwise. kefor to M
If
SEQN: 705772/T20I VAL PIy:1 Job Number. 36CS0055A
FROM: JAH Qty: 1 4EA8
Aria "C" LL OL /DR Horbm MEAS Aria "C" LL OL ,DR Horton DRW:
Wgt: 11.2 Its Truss Label: MV2 I ... / ... 10/1012019
mfm
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: Il
EXP: C Kzt NA
Des Ld: 3Z00
Mean Height 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist h to 2h
Spacing: 24.0"
C&C Dist a: 3.00ft
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 91
Bat chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
Additional Notes
See DWG VAL150101014 for valley details.
a
"IMPORTANT" FURNISH THIS DRAWING
12
6
B
00
0
1
i 2i0"6
Snaw Criteria (Pg,Pf in PSF)
DeWCSI Criteria
♦Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pt NA Cc: NA
VERT(LQ: -0.012 B 999 240
Lac R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CQ: 0.013 B 999 180
D' 75 /- /- 148 /12 110
Snow Duration: NA
HORZ(LL):-0.005 B - -
Wind reactions based on MWFRS
HORZ(TL): 0.006 B -
❑ Brg Width = 24.5 Min Reel = -
Code / Misc Criteria
Creep Factor: 2.0
Bearing A is a rigid surface.
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.051
Maximum Top Chord Fames Per Ply (Ibs)
TPI Sid: 2014
Max BC CSI: 0.091
Chords Tens.Comp.
Rep Fee: Yes
Max Web CSI: 0.000
A- B 0 -23
FT/RT20(0)/l 0(0)
Mfg Spccrfied Camber.
Plate Type(s):
WAVE VIEW Ver. 18.02.01A.0205.20
No 04 a02
';0 :_ STATS OF
Laa15856ffi5p9p9C%ASCE� refi8m F9
foR �w�xuaMvuwmv�nu
n {a. u.wnmtwmwmmw.m..�mrauwx
a v.
.mx.aapa.au„eaa� ssa.ensmuxRamurav w,ma
ree<wa:..a.�wcv,rCr w„uwwM Jww.ea,ux
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 66 -7
nrsty
ompontnrs, u�
SEDN: 667695/T151 EJAC Ply Jab Number. 36CS0055A 'I
FROM: AH City: 15 4EAB Aria "C" LL OL/DR Horton 14EAB Aria "C• LL OL,DR Horton DRW:
W9t: 23.81bs Tmss Label: EJ7 / ... 10/10/2019
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP 91
Bot chord 2x4 SP 91
C
12
Bp
m
o
n
m
NIP
2X4(A1) B
A
D
SEAT PLATE RED.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height 15.00 R
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist h/2 to h
C&C Dist a: 3.00 B
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
AND
of
II
Snow Criteria(Pg,K in PSF)
DeB/CSI Criteria
Pg: NA Cf. NA CAT: NA
PP Deflection in too Udell U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.014 D - -
HORZ(TL): 0.025 D - -
Code /Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.496
TPI Std: 2014
Max BC CSI: 0.368
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s):
VIEW Ver. 17.02.02.1208.15
WAVE
No 047162
STATE OF
M Pr-tk.NliliYsa W W 4s.abwi+N1. Whl
R44NnOVItO]L
pmasaasasaemev.."nmwm.eesgva emw
saunwlrmmvaeMow,mttMmW bmai.Wvvaa
wb+
as snown above and on
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw I /RL
B 336 /- /- /259 /117 /173
D 127 /- /- /101 /20 /-
C 171 /- /- /91 /133 /-
Wind reactions based on MWFRS
B Brg Width = 0.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Camp.
B-D 0 0
omyronencc, uc
SEQN. 667896/T16/EJAC Ply:1 Job Number. 36CS0055A
FROM: AH Qfy: 6 1 4EAB Aria "C" LL OL /DR Horton 14EAR Aria "C" ILL. OL,DR Horton DRW:
Wgt: 21.0 Ibs I Truss Label: EJ7A / ... 10/10/2019
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
Bar chord 2x4 SP #1
R
SEAT PLATE RED.
Wind Criteria
Wnd Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 R
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist h to 2h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: Ni
Pt NA Ca: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
7-
7-
DBB/CSI Criteria
PP Deftecfion in loc Udell U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL):.0.017 C - -
HORZ(TL): 0.027 C - -
Creep Factor: 2.0
Max TC CSI: 0.505
Max BC CSI: 0.373
Max Web CSI: 0.000
Mfg Specified Camber.
VIEWVer. 17.02.02.1208.15
No 047162
STATE OF
LeD13e5326503D9CSCPdDE0E 1968W F9
.aav �eµam uavgwati.�.anmy
Npltt M,Inim,b dan6Ea�.Jaq W.(�{MYI
u.twam,<pk.
MN•edaN,da&brcusaie�adual6 Kee:N u>h!
W SeSwisi4PaYAmfdp rtwlMaMtlbmas(�IYgN[
=nia.
as
INCLUDING THE INSTALLERS
B
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw 1 U / RL
A 270 A A /188 141 1100
C 128 /- /- /104 113 A
B 174 /- /- /95 /81 A
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Beadng A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Farces Per Ply (Ibs)
Chords Tens.Comp.
A-B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Camp.
A-C 0 0
rmq•
omponenrs..
FROM: AH 901/T23l EJAC Qty:3 I4EAB Aria C3LL OL/DR Horton MEAB Ana"C"LL OL,DR Horton DRW:
Wirt: 12.6 Ibs Truss Label: EJ3 I ... / ... 10/1012019
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
10
rh
O �
2X4(A1)B
A 1 "
D
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 R
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based an bath MWFRS and CBC.
Leh ranblever is exposed to wind
3'
3'
Snow Criteria(PB.Pf in PSF)
DeigCSl Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in lot Well U#
PP. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.003 D - -
HORZ(TL): 0.003 D - -
Code/Mist Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Msx TC CSI: 0.178
TPI Sid: 2014
Max BC CSI: 0.078
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0y10(0)
Mfg Speed Camber.
Plate Type(s):
VIEWVer. 17.02.02.1208.15
WAVE
No 047102 :� *
STATE 9F 3,tu
QDI58MN5DZ9cXM0EDE nai mf9
Nea�Nvea'eYet+"mr uan4wan mint
N j0.. Y v. N 11 r a M M StY Y""s NM N=a! Y W i
MAW4lLT W!s
w4reluNiel MntraimMor aim.YlnaG+pu1N wat!
W IM Wl i�rrAedmE{nmYesatb�rMmmrilnvvN
I per Bi
unless
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loe R+ / R- / Rh / Rw / U / RL
B 190 A A /160 /75 186
D 52 A /- /42 77 A
C 66 /- A 132 /52 /-
Wind reactions based an MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width =1F Min Req= -
C Brg Width = 1.5 Min Real = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -106
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
artg�
omponunta.vc .
1
SEQN:6678971 T12/JACK Ply:1 Job Number. 36CSOOSSA
FROM: AH Cty: 5 4PAB Aria "C" LL OL /DR Horton /4EAB Arta'C" LL OL,DR Horton DRW
Wpl: 16.8 be I Truss Label: CJS I ... / ... 10/1012019
Loading Criteria (p4
TCLL 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
SrTa: 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
CSC Dist a: 3.00 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CSC.
of
Snow Criteria (PB.Pr in PSF)
Pg: NA Ct: NA CAT: Ni
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FTIRT:20(0)/10(0)
Plate Type(s):
WAVE
DeBICSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL):-0.007 D - -
HORZ(TL): 0.008 D - -
Creep Factor. 2.0
Max TC CSI: 0.309
Max BC CSI: 0.182
Max Web CSI: 0.000
Mfg Specked Camber.
VIEW Ver: 17.02.02.1200.15
No 047162
Zi
:Jr. STATE OF
ao of sit seas wso sc sc nit or ce re ra re ee
•..0 No-m arNn N. N,.. a „w e..+e.....
N{z tt Nrwl.ua�L+Nem+aNNu=rl Nw]
A61m[OYA Wta
RbnO¢p41.1N 4mrtWsaMmW.4NerNis4FnkB
a.eeaYw.Mw1 dw2Lmathvl<9onsfwaw+H
tcNu
on
A
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw I !RL
B 263 /- P /208 /96 /129
D 90 A /- /70 /13 /-
C 119 /- !- 162 193 A
Wind Maclions based on MWFRS
B Brg Width = 8.0 Min Real = 1.5
D Brg Width = 1.5 Min Reel = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -120
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
V n�
ompaaenvc v<
SEON:667B9B/T11/JACK Ply:t Job Number. 36CS0055A
FROM: AH Oly: 1 4EAB Aria "C" LL OL IDR Horton /4EAB Ada "C" LL OL.DR Horton DRW:
Wgt: ISA lbs Truss Label: CJSA / ... 10/10/2019
B
Loading Criteria (pst)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.D0
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.29
Spacing: 24.0"
Lumber
Top chard 2x4 SP 91
got chord 2x4 SP #1
0-
-2X4(A'
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 ft
TCDL: 4.2 Pat
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to IV2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based an bath MWFRS and CBC.
AND
"IMPORTANT'
=�1
Snow Criteria(Pg,Pr in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in lac Udefl U#
PE NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.008C - -
HORZ(TL): 0.010 C - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.319
TPI Std: 2014
Max BC CSI: 0.187
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0y10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEWVer. 17.02.02.1208.15
No 047102
�k
9
9 ; STATE OF
Nt0.tYYlnyrpMdue: -artw W'NISWI
P1.tntu(WNh.
a+rtearcWrMWc9auewmnianvfm: a@urN rmlvr
atlBa WASa1bWb]:J14W!'hLM'l�ditl C• WNeNnak
@fit.
as
INCLUDING
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /RW I /RL
A 195 A /- 1135 /56 /107
C 91 A A f74 /15 /-
B 123 /- !- 167 196 !-
Wind reactions based an MWFRS
A Big Width =8.0 Min Req=1.5
C Brg Width = 1.5 Min Real = -
B Brg Width = 1.5 Min Real = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Tap Chord Fames Per Ply (Ibs)
Chords Tens.Comp.
A-B 55 .122
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C D 0
V rstG
ompomnrs. ua .
s
SEQN: 6678991 T29/JACK Ply:1 Job Number. 38CS0055A
FROM: AH City: 6 4EAB Aria "C" LL OL /DR Horton /4EAB Aria "C" LL OL ,DR Horton DRW:
Wgt: 12.61bs I Truss Label: CJ3 ... / ... 10/10/2019
Loading Criteria lost)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00 _
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
rr)
C3 LO
c-
2X4(A1) B
i 3-33 A v D
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 15A0 R
TCDL: 4.2 psf
BCDL: 5.0 psi
MWFRS Parallel Dist: 0 to h2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wnd Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
"IMPORTANT"
SEAT PLATE REQ.
a
21
Snow Criteria(Pg,m in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.003 D - -
HORZ(TL): 0.003 D - -
Code/Misr Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
TPI Std: 2014
Max BC CSI: 0.072
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber.
Plate Type(s):
VIEW Ver. 17.02.02.1208.15
WAVE
:OMSB 56}S SDBD9CBCAYOE � Hfi8 m f9
�wex�+W WYeau uaouAinuanunrtaa.
R j41Y.N119f}mdf taY WaY6ht 'wv1lHI41
�n
ALL
as
THE INSTALLERS
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw I /RL
B 193 /- /- /162 /76 186
D 51 /- /- /41 /6 /-
C 64 A /- /30 /51 1-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req =1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tons. Camp.
A-B 27 0 B-C 29 -105
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D o 0
trnry
n-4p,"Inrs.-
SEQN: 667900 /T14 /JACK Ply:1 Job Number. 36CS0055A
FROM: AH Qty: 6 4EAB Aria "C" LL OL /DR Horton /4EAB Aria "C" LL OL,DR Horton
Wit: 11.2 lbs I Truss Label: CJ7
-p
J—
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
WindSW: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0.psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
But chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
-IMPORTANT'
ro
12
6 � C
2X4(A1) B
SEAT PLATE REQ.
1r
I
�
1r
Snow Critefia(Pg,PI in PSF)
DofUCSl Criteria
Pg: NA Ct NA CAT: NA
PP DeBection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): O.00D D - -
Code/Miss Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
TPI Sid: 2014
Mex BC CSI: 0.015
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(Oy10(0)
Mfg Specked Camber.
Plate Type(s):
WAVE
VIEW Ven 17.02.02.1208.15
RemeB5ra1563D9t3[AiaFDE 19fi8m Fa.
+�anmwam4wvaue+=xU
n {K, a Nrvui4+ax a»xGawaBx»wn¢a uwi
totlo-
tWgtaptxdNxdwrX MsamtatlgvSad xmH
M N4 k!Mi a#Ob [a'Yt Cd4 Curt p M� A m a 4
6LV1.
:stremt of woos snap nave oracm insmuea per bi
as shown above and on the Join Details, unless
P,W: �r
.D.. / ... 10/10/2019
♦ Maximum Reactions (Its)
Gravity Non-Grev'dy
Loc R+ / R- / Rh / Rw / U / RL
B 150 /- /- /145 177 142
D 11 /-1 A /18 AO A
C - A14 A /25 128 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.5
0 Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
failure to build the
n. The suitability
aney
nmporuurs, u: .
f
SEON: 6fi7902/T24/JACK Ply'
Joh Number. 36CSOO55A
FP.OM: AH Oty: 4 4EAB Ada "C" LL OL (DR Horton /4EAB Aria "C" LL OL,DR Horton DRW:
Wit 11.2 lbs Truss Label: CAA ... / ... 10/102019
Loading Criteria (psf
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: If
EXP: C Kzt NA
Des Ltl: 37.00
Mean Height 15A0 R
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h2
Spacing: 24.0"
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
Of
A
12
6 C
2X4(A1) B CO
o to
D
1IT
1'
I 1' J,
1r
Snow Criteria(Pg,PI in PSF)
Det#CSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in Ice Lfdefl L/#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Code/Mist, Criteria
Creep Factor. 2.0
Bldg Code: FSC 2017 RES
Max TC CSI: 0.163
TPI Ste: 2014
Max BC CSI: 0.013
Rep Foe: Yes
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEWVer. 17.02.02.1208.15
rtN-�x.bnvima"aaasuaw ayruwt
wmaraucauuecersczanmiimwmner,e:wm
w s. uua •nnmuai3m<ma eut M evaroa m agaMemk
nave oracmn installeo per 111
on the Join f Details. unless
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw 11.1 / RL
B 134 /- A /143 177 142
D 13 /- /- (18 /9 A
C 1 /-6 /- /22 /23 A
Wind reactions based on MWFRS
B Big Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bean.ng B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
A-B 25 0 B-C 20 -16
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Cemp.
B-D 0 0
build the
rtnry
omparrmnrs. u[
Relnfa
Meml
G(
Tr
Gable Detail
For Let -In Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace Is 907 of member length.
No 'L' or 'T'
,race required
In lieu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
R1.1d Shoethlnn
^sing
4 N.II
ier
uss
Spaceld At
4' o.e.
4 Noll
Celllno
Gable vertical length
greater than 48' 'L'
or 'T' brace required
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.*2XI3
Example. 2X42X4
Provide connections for uplift specified on the engineered truss design
Attach each 'T' reinforcing member with
End Driven Nails,
10d Common (0.148'x V,min) Nails at 4' o.c. plus
(4) rolls In the top and bottom chords.
Toenalled Nolls,
10d Common (0.148'x7,min) Toenails at 4' o.c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Goble Detall Drawings
A13015051014, A12015051014, A11015051014, A18815051014, A14015051014,
A13030851014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detall Drawings
A11515ENC101014, A.12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101814, A20015ENC1D1014, A20015END103014, A20015PED101014,
A11530ENC101014, A12030ENCIDI014, A14030ENCID1014, A16030ENC101014,
A1B030ENC101014, A20030ENC101014, A20030END101014, A2D030PED101014
See appropriate Alpine gable detail for maximum unrelnforced gable vertical
'T' Reinforcement Attachment Detail
'T' Relnforcing 'T' Relnforcing
Member Member
Toe-m.R - or - End -nail
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
Length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
Jeb Length Incrense w/ 'T' Brac
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
1 30 X
2x6
1 20 X
Example.
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical - 24'o.c. SP H3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 38X = 1.30
(1) 2x4 'L' Brace Length - 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7'=11'2'
/\
(I �� Il V
�\�IIj� II��
AN IIW COMPANY
tMLe eImMU
EeAII Cpy, M063I'm
WN oMber REAR AND I111UOV hit NVIEt ON TIRS RGwIlfd
e TNlfv FVNoah Tars RRAwmR TO Au coTIRACTmts eEauamo DE rxSTAUEps
Trusses =yl•e extrere core h IaMbetbp, hondlhy shbpM. bst.lwp end bra�ywRefer to and
feeders abr`to pt"amov 1Msexf.U. Wtallersila Pravda fIsn, by p.ra y�y SAND per HCSLy
IINs.. ro .d athersh., top chord else hove properly .tteUed wtructr.l aheath4q eM bottom crord
cMll Iay. a per000W, attachod rl , =Aria. Lacatkee. shown far polxronen< latynrel rectrent of .ebc
aMllrus oM`posit on is`Sroown .1bave m, the Joint NO. as
unless hated . nnMu m each Fa=
Refer to dra I60Mz for standard pleb podtbm.
N*Q. a dvhbn of ITV Ruldm crprents Gr iw Shell rot be =Sponswe for an MNatbn From
this d•e pup yy
why any ry o, to bdl the Cruse n mMonm.ee with NISIrtfI ), or for hoMe.y eNppro.
mctaeo1 o a beedrd of orucwa P.
A esal m thd. sw.hp �IMr fr !N Wk, t e d T`b Wt� 0proe'A"t�
fr� e�"�1f. is ��1f r.ypnmtey 0des"r wdaa R.dwr wr Nsvhel I Sect
for imrmwtmn . tts ,pb•e prn=l tes arw these b sit.s.
AIPIND...1..ipwltsta.,mu....tpla.tr,Moe ...eba�,°�ctrr�a lees ...x=afwarR
�."eu�N.+»r �4
o
?'�i eVio 4ee1fM 5.'�n
-z'•{ •w
* 2 �
ry0a%(NjAt �3
*a,+=.w*°'v
sw4e
.••.••••
MAX, TOT, LD, 60 PSF
REF LET -IN VERT
DATE 30/Ol/14
DRWG GBLLETIN1014
DUR, FAC, ANY
MAX. SPACING 24.0'
W4X4, Min.
Typ.
2x4 Chords
W3X4, Min. x Hip Frame, 'R'
Hip frame stops at plumb cut of
jacks to maintain pitch continuity.
X Hip Frame Details B� Hip Frame
�
t
■I�WA
•aY•
■I
�;�
-1■
\ -■
2x4 Purlins
IICQowIIIIOs1-11
SMZ
`Hip Framex
Bottom Chord
W3X4, Min, o— Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0.131'x3.5' nails
Bottom chord of hip frame to be attached to
lit hip with 0.131'x3,5' nails @ 6' o.c. maximum spacing.
Hip Frame
ction B-B i
>K Hip frame lumber Is SPF, So. Pine, HF,
or DFL Standard, Stud grade, or better.
See Engineer's sealed design for setback,
lumber, plating, loading, and duration factor required,
'R' Hip frame chords may be trimmed up to 2' to fit, Stepped Hip �f
purlins must be Intact and properly attached. 4setloackSystem Trusses I
Use this detail for, Hip Frame - provided by truss manufacturer.
ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top
ASCE 7-10, 160 mph, 30' Mean Hgt; Partially Enclosed, Exp D, or chords of hip frame system where indicated. Flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber.
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur nets must be properly attached directly
Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hia."F I&FItJWrlins.
0
OF
wbM. a awe, er ,n Nq ea,Pep.pte caw uK. tmu ,wt pr nepmemu roe on a.hetw ka -� 9¢ .et
AH TVO]MMNY we trowy, epr rwr. toAbJ4 w trvca n mnrmwrce au rxsvrn m r: ,meal.a CppNy t O R
FttaYntbi a baclq eP M¢eta.
P and m tlYs traMp e avn IlarYp tW bxrYp, iMd'vfn optwo e1 poleasbml
.,�y,erw,p oar r:`a ae aw,c n+ saetuny wa w. er w. wacta 'pv �Nlq
r� erypw:nrefedp" i�t�eermse!Pmty otat�. a+xwy mobs. pq rNSVfp[ t Ms. Rr
tP le,MO s rs rwv Yaerwattlp ne title ,pb'c pvrerU rwtee pope ara tNae n! atn� r�wllp,llll Ea,w ay, nto owns xpnm ...abwit.<ou mp rnepbetap� .mee �..are, [w nnccrtna.p
HIP FRAME
1 1 (2) 16d TOE NAILS VARIES OPTIONAL SCISSORS BOTLOM CORD
(2) �TOE
I8-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
N.T.S.
I
i
I
tz e 1 NAILS
� VARIES � Sea Connection Detail
—(4) 16d NAILS
See Connection Detail
TYPICAL CORNER JACK (CJ)
N.T.S.
TYPICAL CORNER SET INSTALLATION
I ntc: 512GO :
TOP LEE LOAD: 20 20
Toe oFaD LOAD! 15 7
WIND DESIGN: MMMMMMppppppxxxxxx 1e0 MPH PER
ASCE 7-10 M24" O.C.
..WARNING-- Road & Follow all notes on this drawing.
Famish this drawing to all Contractors Including the installers.
n
I
i0M
TYPICAL CORNER SET LAYOUT
N.T.S.
tz
B VARIES�-
(4) 16d NAILS
/� See Connection Detail
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
+`{{{111ILLLLLL
%UEL J1SgyT
�.`,P�••�pENg•�F`�s
NO MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182
STATE OF : 41iti
�0RIOP:��;�