HomeMy WebLinkAboutTruss4
RANEY COMPONENTS
J RneIJ 19900 Independence Blvd.
Groveland, Fl 34736
o7nponents, LLc one: (352)429-9429 • (352)429-0304 a Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS0050A
Printed: Thu, Oct 10 2019
Job Information: — Addre4a:
FOR Name ad Llaense Nvmber.
Customer Name: Creekside Lot 50IA
DR Horton 3238 Trinity Cir
Desadpdon: Clry, State, Lp: •'
4EBB 1828-Cali "C" LL OL Fort Pierce, FL
-Loading Information:
RoolLoads:
Floor Loads:
TC LIae: To Dead: BCU..
BCDead:
TC Lire:
TC Dead:
BCLNe: BCDead:
20 7
0
10
0
0
0
0
Bldg. Code: WIndSW.'
W/nd Speed:
Bldg. Useego:
8.11oMg type:
Mod Type:
FBC 2017 RES ASCE 7-10
160
Residential - CAT II
C
MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru 33 Total 33
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
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Al
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A3
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A4
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AS
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As
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AS
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As
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All
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Al2
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A13
15
A14G
18
A15
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A16
18
BiGE
19
C1GE
20
D1
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MG
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w
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cis
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W3
lex:« Mew ' ' Digitally signed by
uel Manuel Martinez
No 04710 q' , ate.2019.10.10
* IVIIneZ14:16:05-04'00'
STATE OF ; ,;u4
40015853]e
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ll
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Page i of 1
FILE COPY
O:668477/T10/COMN Ply:n 1 Jab Number.
FROM: AH Oty: 11 1 4E80 1828Leli °C" LL OL/DR Horton /4EBB 1828-Cali'C° LL OL,DR Horton ORW:
Wgt 224.0 lbs I Truss Label: Al / ... 10/102019
64R T10" 1447 1910" W233'37
64'9 1' 66"8 65"B 55"9 667 1' 64"9
REe.
SEAT PrAM REQ.
F1' 62'73 5'B"3 TO'1 69"1+YO"15 593
8713 1Y 14'm1 161m 267.1 Z7B" 33'S°3 39B'
Loading Criteria (psq Wind Criteria
TCLL: 20.00 Wnd Std: ASCE7-10
TCDL 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: ll
Des Ld: 37.00 EXP: C Kzt NA
Mean Height 15.00 B
NCBCLL: 10.00 TCDL: 4.2 psf
soffit 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Pam9el Dist 0 to h/2
Spacing: 24.0" C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wnd Duration: 1.69
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP 07
Webs 2x4 SP 93
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or tx4'P reinforcement 80 % length of
web member. Same species & SRB grade or better,
attached with ad Box or Gun (0.113"x2.5",minJnaffs
@ 6" oc.
Loading
Tmss passed check for 20 pal additional bottom
chord live load in areas with 4Z -high x 24"-wide
clearance.
Wnd
Member design based on both MWFRS and C&C.
Of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mine Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Feu: Yes
FT/RT.20(Ou10(D)
Plate Type(s):
WAVE
Do8/CSI Criteria
PP Deflection In loc Udell UN
VERT(LL): 0.187 O 999 240
VERT(CL): 0.333 O 999 180
HORZ(LL): 0.078 L - -
HORZ(TL): 0.140 L - -
Creep Factor. 2.0
Max TC CSI: 0.666
Max BC CSI: 0.600
Max Web CSI: 0.593
Mfg Specified Camber.
VIEWVer. 17.02.02.1208.15
No 047182
STATE OF
400lsasetssorolcxAa0ece1n4fl[ars ,
� NPt. LL. N]Il]IM" NSW �MiEnO ✓i+j1 WFl �;
: nllady@nCJis
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as
THEINSTALLERS
♦Maximum Reactions Ubs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1654 1- A 1961 1709 1445
J 1654 /- A 1961 /709 A
Wnd reactions based on MWFRS
B Brg,Width = 8.0 Min Req = 2.0
J Brg Width = 8.0 Min Rea = 2.0
Bearings B & J am a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply ([be)
Chords Tens.Comp. Chords Tans. Comp.
A-B 27 0 F-G 1114 -1906
B - C 1492 -3056 G - H 1255 -2429
C-D 1227-2466 H-1 1227 -2467
D-E 1254-2429 I-J 1493 -3057
E-F 1114-1909 J-K 27 0
Maximum Bot Chord Forces Per Ply (Um)
Chords Tens.Comp. Chords Tens. Comp
B-R
2673-1193
O-N
2105 -826
R-O
2S70-1193
N-M
2571 -1195
O-P
2670-1193
M-L
2571 -1195
P-0
2104 -801
L-J
2674 -1194
Maximum Web Fare"
Per Ply (the)
Webs
Tens.Comp.
Webs
Tens. Comp.
R-C
Z76 -5
O-G
494 -777
C-P
418 -598
G-N
464 -164
P-E
464 -164
N-1
418 -597
E-O
494 -776
I-L
276 -6
F-O
1385 -751
the
nty
omponnas, u<
Job Nu
OSOA
IFROM:7AH 907/T13/COMN Qty 11 4EBB 1828-Cal61CC""OLL OL/DR Horton 14EBB 1828-Cali"C"LL OL,DR Horton DRW:
Wgt:260.4lbs Truss Label: A1A / ... 10/10/2019
6'45 Ti0"y 14'49 19'10" 225"4 26'a" 31'99 33'3"7
t— 6'4"9 i T6T 6.5'15 + 5'S"9 I 2'6"4+ 4'1"12 1 5'1-7 +T6"�
aEATPIATEREQ. 6EATPIATEREQ.
Loading Criteria (psf)
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 "
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
T 6'2°13 599 2'0"1§_ 59"1 2Y0" 4' 65"15
F + 6'2"13 + 1Y +14'm1 191rT26'8° 398"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kxt NA
Mean Height 15.00 R
TOOL: 4.2 psi
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 R
Loc. from endwall: not in 4.50 it
GCpi: 0.1B
Wind Duration: 1.60
(a) Continuous lateral restraint equally spaced on
member. Or 1z4 "T" reinforcement. 80 % length of
web member. Same species S SRB grade or better,
attached with ad Box or Gun (0.113"x2.5",minJnails
@ 6" oc.
Wind
Member design based an both MWFRS and C&C.
Snow Criteria (PgPf in PSF)
Pg: NA Ct NA CAT: W
Pf: NA Ce: 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, HS
Deg/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.244 G 999 24D
VERT(CL): 0.457 G 999 18D
HORZ(LL): 0.128 M - -
HORZ(TL): 0.240 M - -
Creep Factor. 2.0
Max TC CSI: 0.545
Max BC CSI: 0.599
Max Web CSI: 0.980
Mfg Specified Camber.
VIEW Ver. 18.02.01A.0205.20
No 0471e2
STATE OF
40M5858ffi SD3D9CXA4DEDETJ6afD F9
ww, ama'ruYAAnn xa uue q afamn, tunmt
rr1R.rY.H]lrllwAneraalur�4mn WynuWi
nNeMmm�ra2s
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THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
♦Maximum Reactions (Ibs)
Gravity Nan -Gravity
Loc R+ /R- /Rh /RW /U /RL
B 1561 A /- 1960 t708 1445
K 1561 /- /- /959 /70B 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.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 G-H 1424 -2568
B - C 1489 -2859 H - I 1743 -3379
C-D 1226-2257 I-J 1722 -3418
D-E 1252-2218 J-K 1477 -2341
E-F 1112-1740 K-L 27 0
F-G 1509-2514
Maximum Rot Chord Forces Per Ply (the)
Chords Tens.Comp. Chords Tens. Comp
B-U 2497-1190 R-Q 20 -9
U-T 2494-1190 P-N 2985 -1303
T-S 2494-119D O-M 36 -15
S-R 1920 -SW M-K 2477 -1179
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
U-C
276 -5
P-G
195 -122
C-S
416 -608
P-H
601 -1075
S-E
463 -160
H-N
807 -357
E-R
494 .720
N-O
114 -4
F-R
42 -515
N-M
2557 -1218
F-P
2273-1098
N-J
527 -162
R-P
1B79 -657
M-J
390 -685
P-Q
27 0
Of
«nay
nmpantnri. u<
SEON:706905/T9/HIPS PI1
:1 Job Number. 3fiCS0050A
--
FROM: AH City: 4EBB 1828Lali "C" LL OL/DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW:
Wgt 260A Its Truss Label: A2 ... / ... 10/10/2019
ti4 a 1T1� _I 19' I Zee+ 27'3-r + 31'9"r ]3'3�_i
6'4R 16' O'S•15 6Ta fa• fill 4a• 1a• 6'4•a
SEATP1AMUG. SWPrATesao.
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: ll
EXP: C Kzt NA
Des Ltl: 37.00
Mean Height 15.00 (t
NCBCLL: 10.1)0
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°
CSC Dist a: 3.97it
Lac, from endwall: not in 4.50 R
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 8 SRB grade or better,
attached with Bit Box or Gun (0.113"x2.5",mm.)nails
6" oc.
Wind
Member design based on both MWFRS and CSC.
Snow Criteria (P9,Pf In PSF)
Pg: NA Ct: NA CAT: NP
Pf. NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Miss Criteria
Bldg Cade: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0u1D(0)
Plate Type(s):
WAVE
Stm4
Deft/CSI Criteria
PP Deflection in too Udell U#
VERT(LL): 0.153 R 999 240
VERT(CL): 0.287 R 999 180
HORZ(LL): 0.067 M - -
HORZ(TL): 0.126 M - -
Creep Factor. 2.0
Max TC CSI: 0.443
Max BC CSI: 0.533
Max Web CSI: 0.509
Mfg Specified Camber.
VIEW Ver. 18.02.D1A.0205.20
4pD1505BS89)909Cx:44DEDf 196E E0 F9
°maewx°q qNa m wma q tceur mnw�t
NF4 W.NRLr W mrCue4m.sdaNuw.1i44.2
MrtiCapurd CulauewpogmaLL4ieC+pvAn! wtC
W wrKtiasbd'dlb�aN'.v3M�C4mM°kuNl[
1
t
1
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1561 /- /- /964
f710 /428
K 1561 A A 1964
f710 /-
Wind reactions based on MWFRS
B Brg Width=8.0 Min Req=1.0
K Brg Width = 8.0 Min Req = 1.8
Bearings B & K are a rigid surface.
Bearings 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
1149 -1820
B - C 1500 -2a23 H -1
1352 -2345
C - 0 1333 .2384 I - J
1333 -2384
D - E 1352 -2345 J - K
1500 -2823
E-F 1149.1820 K-L
27 0
F-G 1099 -1554
Maximum Bat Chord Fames Per Ply (Ibs)
Chards Tens.Comp. Chords Tens. Comp
B-U
2458-1193
O-P
1518 -603
U-T
2456-1193
P-0
2058 -951
T-S
2058 -921
O-N
2058 -951
S-R
2058 -921
N-M
2456 -1203
R-O
1548 -590
M-K
2458 -1203
Maximum Web Forces Per Ply
U-C
217 -5
O-G
288
-288
C-T
308 -439
G-P
499
-259
T-E
426 -153
P-H
474
-695
E-R
474 -695
H-N
426
-163
F-R
499 -259
N-J
308
-440
F-O
288 -289
J-M
217
-8
1., Refer to and follow the latest edition of BCSI (Building
mmg these functions. Installers shall all provide a pmg 7ry „D y
rave b sheathing insa led bottom Shoed shell have a or p1Dy �//l]/e
lave brecinp ins [led per BCSI sections B3, B7 or B1D, om anus w
on the Join�Dntails, unless noted otherwise. hater to P4
BEGIN: 706864/T1/COMN Ply:1 Job Number. 36CS0050A
FROM: JAH Qty: 1 SEBB 1828-Cali "C' LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wilt: 268.8 Ibs Truss Label: A3 I ... / ... 10/102019
Loading Criteria (ps0
TCLL: 20.Oa
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.60
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
2� 1T45
F 6410 IT10>3 1Y49 10'0"1 +10'10f 101 2Ts9 ]159 0oT
6'dR 1a' 45' N 19'1"% 1. N ts"
SEAT PIATE REM SEATPIATEREM
1' 81'12 514 69Y ta'15 8'0"1 54Y E BR'12
2' 1011�t1
}5
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 0 to h/2
C&C Dist a: 3.971t
Loc. from endwall: not in 4.501t
GCpi: 0.18
Wind Duration: 1.60
(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 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C.
Snow Criteda (Pg,Pf in PSF)
Pg: NA Ct NA CAT: N!
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DofIlCSI Criteria
PP Deflection in too Udell U#
VERT(LL): 0.153 R 999 240
VERT(CL): D.287 R 999 180
HORZ(LL): 0.067 N - -
HORZ(TL): 0.125 N - -
Creep Factor. 2.0
Max TC CSI: 0.398
Max BC CSI: 0.481
Max Web CSI: 0.493
Mfg Specified Camber.
VIEWVer. 18.02.01A.0205.20
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1561 /- A /965 1711 /408
L 1561 A A /965 1711 A
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
L Brill Width = 8.0 Min Req = 1.8
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply ([be)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 D G-H 1148 -1617
B-C 1534-2826 H-1 1217 -1885
C - D 1364 -2378 1- J 1383 -2339
D - E 1382 -2339 J - K 1364 -2378
E-F 1217-1885 K-L 1534 -2826
F-G 114E-1617 L-M 27 0
Maximum Bat Chord Forces Per Ply (Ibs)
Chards Tens.Comp.
Chords
Tens. Comp.
B-T
2462-1224
Q-P
1616 -685
T - S
2459 .1224
P - O
2050 .986
S - R
2D50 .956
O - N
2459 -1245
R-Q
1616 -663
N-L
2462 -1245
y
r/� I�
ENSfi}�.t4�i�
Maximum
Webs
Web Forces
Tens.Comp,
Per Ply (Ibs)
Webs
Tens. Comp.
,��Q•,.��G
Y sM
ND 047102
T-C
224 -6
Q-H
230 -233
C-S
315 .453
H-P
648 -312
*
S - E
408 -157
P -1
445 -642
"Q �jry
E-R
445 .642
1-0
408 -158
STATE •L(L
F-R
548 -312
O-K
316 -453
. .�
F-Q
229 .232
K-N
224 -8
60015058ffi00]D9C]C440E DE 19SBm F9
MIR.YCNIIr]Iw W CwaMudr.afir•4A4
wawuvoma.
FwaNe,anvl0n ruu.ad..nnan0tr,.a airyl.v w4,1
NAM Wi..nvnAanmL,wbwNelawlYaam+,
adu.
as
INSTALLERS
of
nnry
nmyamnrs.0
SEON: 706901 / T8 / HIPS Ply: 1 Jab Number. 36CSODSOA
FFROM: AH Oty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW.
Wgt: 266.0 lbs Truss Label: A4 / ... 10/10/2019
' 61 I T 12'4"8 I 1T F 1510"+ 22'8° 1 273"a 1 31'97 i 3s'
64"9 1'fi" TVI"21 47°8 2'10° 2'10" 4'7"a 4'5"15 1'fi" 6'4"9
REQ.
F 1 8'2"13 I 12Y" + 4 3 F 19'10"1 22'8° 2 1 11 r 33'S'3 39'B"
( 3 2
Loading Criteria (peg
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: It
EXP: C Kzt: NA
Des Lit 37.00
Mean Height 15.01D R
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: 3.97 It
Lac. from endwall: not in 4.50 it
GCpi: 0.15
Wind Duration: 1.60
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
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 Bd Box or Gun (0.113"x2.5",min.)nails
6" oo.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (P9.Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc CriL+ria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Def1/CS1 Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.153 S 999 240
VERT(CL): 0.286 S 999 180
HORZ(LL): 0.067 N - -
HORZ(TL): 0.125 N - -
Creep Factor. 2.0
Max TC CSI: 0.380
Max BC CSI: 0.484
Max Web CSI: 0.705
Mfg Specified Camber.
SEAT PIATE REQ.
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw /U /RL
B 1561 /- /- 1965 1712 1387
L 1561 /- /- 1965 1712 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Real = 1.8
L Brg Width = 0.0 Min Req = 1.8
Bearings B a L are a rigid surface.
Bearings B& L require a seat plate.
Maximum Top Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
VIEWVer18.02.01A.02D5.20 JA-B
27 0
G-H
1203 -1714
B - C
1649 -2829
H - 1
1268 .1951
C - D
1379 -2375
I - J
1397 -2336
D - E
1398 -2336
J - K
1379 -2375
E-F
1258-1951
K-L
1550 -2829
F-G
1203-1714
L-M
27 0
Maximum Bat Chord Farces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-V
2464-1238
R-O
1605 -746
V - U
2462 -1238
O - P
2045 -1002
U - T
2045 -972
P - O
2045 -1002
T-S
2045 -972
O-N
2462 -1267
S - R
1605 -720
N - L
2464 -1267
%p cfv'; ram,
Maximum Web Forces Per Ply (Ibs)
t
Webs
Tens.Comp.
Webs
Tens.
Comp.
No 047102
V-C
228 -6
R-H
240
-200
C-U
321 -462
H-O
547
-333
U-E
392 -160
O-1
423
-597
�,• STATE
E-S
423 -597
1-0
392
-161)
�•,� Q'•
F-S
517 -333
O-K
321
-462
4 0• \
F-R
240 -199
K-N
228
-8
GFPZ%Q :�; •.a4_��`
G-R
107 -118
aamsaselaspsoscscA4oeoe nssm Ps
N I211t N]IYIM W LOJw dr,enr. W t
LVPWYaOa W..
NInYCLFMlMaa4aunNxoLLMYLVN�ixL=d W6L
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rn. or The suitability
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4
SEOW 7069111 T15 I COMN Ply:1 Job Numben36CS0050A
FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali °C" LL OL,DR Horton DRW:
Wgt: 254.8 Ibs Tress Label: AS I ... / ... '10/10/2019
L, 8'4'e �T70° 12'4'8 16'0°t ig10' 237'75 27'3"1 31'8-7 33'3°# 39'8•
6'4'8 1'fi'1 4'5.15 3T8 3'8'15 3'8'15 + 37°8 4'5.75 �7'fi� 6'4'8 —�
1112X4 =5X6
VX4 ei5X8 -V4 a3X8 a3X4 =5X6 1112X4
SEAT PLATE REQ.
SEATPIATEREQ.
1
1
66I 4
19Y
I46'0"°7 I '°I 5 4'0°7 }53'BS°4
'01 79
283872292
105
4 +
39'"8'2
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pl in PEP) DofUCSI Criteria
♦ Maximum Reaction
(the)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Cr NA CAT: NA PP Deflection in loc L/defl 117t
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
P(: NA Ce: NA VERT(LL): 0.154 G 999 240
Loa R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.289 G 999 180
B 1561 /- /-
/964
f713 /367
BCDL: 10.00
Risk Category: It
Snow Duration: NA HORZ(LL): 0.067 N - -
L 1561 /- /-
/964
/713 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.125 N - -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height 15.00 It
TCDL: psf
Code /Miac Criteria Creep Factor. 2.0
B erg Width=8.0
Min Req=1.8
Soffit: `,
.
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.36J
L Big Width = 8.0
Min Real= 1.8
Lead Duration: 1.25
MWFRS Parallel Dist 0 to N2
TPI Sltl: 2014 Max BC CSI: 0.486
Bearings B 8 L ere a rigid surface.
Bearings B & L require a seat plate.
Spacing: 24.0
C&C Dist a: 3.97 R
Rep Fee: Yes Max Web CSI: 0.565
Loa from entlwail: not in 4.50 tt
FT/RT:20(0)/10(0) Mfg Speckr. Specified Camber.
Maximum Top Chord Forces Per
Ply (Ihs)
GCpi: 0.18
Plate Type(s):
Chards Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.6D
WAVE VIEWVer. 18.02.01A.0205.20
A-B 27 0
G-H
1264 -1827
Lumber
B-C 1561 -2831
H-I
1326 -2020
Top chord 2x4 SP#1
C-D 1395-2372
I-J
1413 .2332
Bat chord 2x4 SP#1
D-E 1413-2332
J-K
1395 -2372
Webs 2x4 SP#3
E-F 132E-2020
K-L
1562 -2831
F-G 1264-1827
L-M
27 0
Wind
Member design based an both MWFRS and C&C.
Maximum Bat Chord Forces Per Ply (the)
,Chords Tens.Comp.
Chords
Tens. Comp.
B-T 2466-1255
Q-13
1755 -804
T-S 2464-1255
P-0
2041 -1014
S - R 2041 .984
O - N
2464 -1285
,I/itllill/f!
R-Q 1755 -776
N-L
2466 -1284
ih
.....f 110,
`` . ....
N$�•.•.'Y �i�
Maximum Web Forces
Per Ply (Iba)
•4\G E
i
Webs Tens.Comp.
Webs Tens. Comp.
No 047182 •.*
T-C 233 -6
Q-H
258 .183
C-S 325 .470
H-P
546 -351
S-E 371 -161
P-I
409 -557
�•6: fry
E-R 409 -557
I-O
371 .161
511. STATE O
F-R 546 -351
O-K
326 -470
• �(/�.
F-Q 257 -182
K-N
233 .8
�wO'hw%:rl .. ...t1Q i•_��w�,
G-O 190 -217
a
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any
GDa15E58185D9D1CSCMD¢DET9re Faf9
N.w..msv..raryw m �w.yu®,.oN.wa
N I0.YCNry]IM W Qm atP. WNbIr1YK1
MAb,d4mt44
MNC tryui d ea 6rcu.w •.aN tte W v.0 gpu4 M xi60
W Nesrwi.,mraamnmi.ewMr.v+N aNr.Na�wa
tmtu.
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SEQN:6 8470/T7/HIPS PIy:1 Job Number. 36CS0050A
FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt: 254.81bs Truss Label: A6 ... / ... 10/10/2019
f— 6'44"°99 I 160°412+ " + '3°8 I 43'1591'57 39'8
.5°4 FA 491044027°8 +7 �
a3X4 65X6
ii a3X4 e3X6a3X4 ay(6 a3X4a3X6 a3X4 82X4
SEAT PLATE REQ.
SEAT PLATE REQ.
FT� 8I 1S21'00""125 114' 149'1'105'10"4 I 621T1'�
33S43''98622"133
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: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 10.ao
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: 3.97ft
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
got chard 2x4 SP 01
Webs 2x4 SP 93
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (P9.P1 in PSF)
Pg: NA Ct NA CAT: NA
Pf: NA Ce: NA
Lu: NA Ca: NA
Snow Duration: NA
Coda I Miee Criteria
Bldg Code: FSC 2017 RES
TPI Std: 2g14
Rep Fee: Yes
FT/RT:20(Ou10(0)
Plate Type(s):
WAVE
Defl/CS1 Criteria
PP Deflection in toe L/defl L/#
VERT(LL): 0.158 G 999 240
VERT(CQ: 0.296 G 999 180
HORZ(LL): 0.067 N - -
HORZ(TL): 0.125 N - -
Creep Factor. 2.0
Max TC CSI: 0.388
Max BC CSI: OASS
Max Web CSI: OA65
Mfg Specified Camber:
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh 1Rw /U /RL
B 1561 /- /- /962 t714 1346
L 1561 /- /- /962 1714 A
Wind reactions based on MWFRS
B Brg Wiidth=8.0 Min Req=1.8
L Brg Width = 8.0 Min Req = 1.8
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chards Tens.Comp. Chords Tens. Comp.
VIEWVer. 17.02.02.1208.15 IA-B
27 0
G-H
1334 -195B
B - C
1577 -2831
H -1
1388 -2093
C-D
1411 -2370
1-1
1429 -2331
D-E
1430-2331
J-K
1411 -23713
E-F
1388-2093
K-L
1576 -2832
F-G
1334-1958
L-M
27 0
Maximum Hot Chard Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-V
2467-1273
R-Q
1931 -864
V-U
2465-1273
Q-P
2D39 -1025
U-T
2039 -995
P-0
2039 -1025
T-S
2039 -996
O-N
2465 -1303
S-R
1831 -BW
N-L
2468 -1302
rog�;•,�� pi
Maximum Web Forces Per Ply (Ibs)
Tens. Comp.
;:'3 ,e
Webs
Tens.Comp.
Webs
No 047102 w
V - C
235 -6
R - H
278
-172
*
C - U
327 -473
Q - 1
404
-523
,Q� �(r�
U-E
351 -161
H-Q
547
-373
1) STATE OF .
•�(/\�
E-s
aob -522
1-0
351
-161
i 0
F- S
546 -372
O- K
328
-473
0.b ,�� H
,per .0... !C'%..\�
F-R
G-R
Z78 -172
247 -290
K-N
235
-8
40D138581BSOaD9Cl0MOl DQ 796B FD F9
wnewvus� sera usapwu�wuey
N P�uewwl�mammn•bwuT114W1
•fLNfaU=.�o]L
"IMPORTANT" FURNISH THIS DRAWING TO ALL
THEINSTALLERS
«nty
omponents.0
F,
SEQN: 668485 / T25 / COMN Ply: 1 Job Number. 36CS00SOA
FROM: AH Qty: 1 4EBB 1828-Cali "C° U. OL/DR Horton /4EBB 1828-Cali "C° LL OL,DR Horton DRW:
Wet: 218.4 the Truss Label: A7 ... / ... 10/10/2019
6'4'7 +101+190°
f 6'4°7 T16407 595 255'97°1155 F31'8"7 33'3'p 6-
39487°
o12X4 =5X8
102X4 �4X6 =3X4 =3X8 =3X4 =3X6 W2X4
SEAT PLATE REQ.
SEAT PLATE REO.
FT 8'2"11 5'9'5 2'0°7 99°15 59°15 2'09 5'9°5 8'2'11 1�
6'2°71 72' 74'0" 1V110! 257"15 2T8° 33'5"5 39'8°
Loading Criteria (peg
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
soffit 2.09
Load Duration: 1.25
Spacing: 24.0
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wmd 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
BCLL 5.0 psi
MWFRS Parallel Dist 0 to h/2
CRC Dist a: 3.97 it
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.6D
Snow Criteria (Pg,m in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Still: 2014
Rep Fee: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DefgCSI Criteria
PP Deflection in toe Udefl L/#
VERT(LL): 0.164 F 999 240
VERT(CL): 0.308 F 999 180
HORZ(LL): 0.069 L - -
HORZ(TL): 0.130 L - -
Creep Factor: 2.0
Max TO CSI: 0.592
Max BC CSI: 0.603
Max Web CSI: 0.354
Mfg SpecrFed Camber.
VIEWVer: 17.02.02.1208.15
♦Maximum Reactions (Ibs)
Gravity Nan -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /- 1958 1715 1326
J 1561 /- A 1958 1715 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
J Brg Width =8.0 Min Req=1.8
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chards Tens. Comp.
A-B 27 0 F-G 1404 -2093
B-C 1617-2856 G-H 1376 -2223
C - D 1350 -2262 H -1 1350 -2262
D-E 1376-2223 I-J 1616 -2856
E- F 1404 -2093 J- K 27 0
Bracing Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp.
member. Or 1X4 "T' reinforcement. 80% length of B - R 2494 -1317 O - N 1937 -952
web member. Same species & SRB grade or better,
attached with Bd Box or Gun (0.113"x2.5",mm.)nails R-Q 2491-1317 N-M 2491 .1346
@6"oc. Q-P 2491.1317 M-L 2491 -1346
P-0 1937 -922 L-J 2494 -1346
Mina tt tAj�y ly(Ibs )
Member design based on both MWFRS and CBC. tt f Maximum Web Farces Per P
Webs Tens.Camp. Webs Tens. Comp.
x
R-C 273 -5 O-G 286 -177
+ NO 447102 ` i C-P 427 -600 G-N 464 -172
E-P 464 .172 N-1 427 -60D
_ # R E-O 286 -177 I-L 273 -4
` g�e F-O 221 -203
z9 S_ STATE OF r
4a01565618soia%9CA<DFDENatFD F9
RIR.at NeYlm��iR=°4Or"O.(IM41 Y�twt
0tlmmss,WO.
MNtOep':relwiCeunaullowcn,IGa�C aip„SaM WM
and ea wxa iu vatmcnmx rvxt N m0q m aytlgm2
axle.
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
build the
anry
nmpournrs. v<
SEON: 668468 / T6 / HIPS Ply: 1 Job Number. 36CSOOSOA
FROM: AH Oty:t 4EBB1828-Cali'C"LLOL/DR Horton/4EBB 1828-Cali"C"LLOL,DR Harlan DRW:
Will: 212.8 Ibs Truss Label: All ... / ... 10/1012019
2W
r t 1381020' 339"
6.45 fi4 '10' 87I 6489 1
=5X8 =3X4
1112X4 =3X8=3X4 =3Xa =3X4=3Xfi D2)(4
SEAT PLATE RED.
SEAT PLATE RED.
1' 6'2'13 59'3 1' 610' 6'10' 1' 5'9°3 6'2'13 1'
F 6213 12' 13 19'10" 26'8' 2T ' 33'S"3 39'8'
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 #3
Wind Criteria
Wnd Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 R
TCDL: 4.2 pat
BCDL: 5.0 pat
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 it
Loc, from endwalt not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Dumtion: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT1RT:20(Ou10(0)
Plate Type(s):
WAVE
Def#CSl Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.172 E 999 240
VERT(CL): 0.321 E 999 180
HORZ(LL): 0.069 J - -
HORZ(TL): 0.128 J - -
Creep Factor. 2.0
Max TC CSI: OA46
Max BC CSI: 0.558
Max Web CSI: 0.564
Mfg Specified Camber:
VIEWVer. 17.02.02.1208.15
STATE OF
GOM5056r050909LBr A6af Ce T9n) m f9
am.ucwnvim�� �wow�.ar+uwr yMr���
nineanavnrmr,
1tNVe4p6+N ttw QIX�A.tM arep [eaY1 '['6[L�+��N wkd
W OaVzt nwnvmma.wuee. wbmMamrnx
ams.
"IMPORTANT" FURNISH THIS DRAWNGTO ALL
INSTALLERS
I
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1561 A A 1953 7716 /305
H 1561 /- /- 1953 7716 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
H Brg Width = 8.0 '.',in Req = 1.8
Bearings B 8 H are a rigid surface.
Bearings B 8 H require a seat plate.
Maximum Top Chord Forces Per Ply ([be)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 E- F 1502 -2Z74
B-C 1623-2836 F-G 1425 -2325
C-D 1425-2325 G-H 1623 -2a36
D - E 1502 -2274 H -1 27 0
Maximum Sot Chord Forces Per Ply (the)
Chords Tens.Comp. Chords Tens. Comp
B-P
2472-1319
M-L
2006 -1008
P-0
2469-1319
L-K
2469 -1348
O-N
2469-1319
K-J
2469 -1348
N - M
2006 -978
J - H
2472 -1348
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P-C
244 -4
M-F
370 -243
C-N
377 -513
F-L
444 -17D
D-N
444 .171
L-G
377 -513
D-M
370 -243
G-J
244 -6
E-M
300 -381
of
rnrry
SEQN: 688440/T23/COMN Ply:1 Job th" ber.36CS0050A
FROM: AH Qty: t 4EBB 102[i-Cali "C° LL OL /DR Horton /4EBB 1828-Cali °C° LL OL,DR Horton DRW:
Wet: 207.2 Its Truss Label: A9 I ... / ... 10/10/2019
8'4'9 F 8'+1201 V 5 I 333887
57T9 5 549 I 4'89°
D
=5XB 1112X4
N2X4 =5X6 =3X8 E5X6 115(4
SEAT PLATE REQ. SEAT PIATE REG.
398°
1' 6'2°13 5'91Y'3 7'10" '10° I 5'9"3 6'2°73 1'
F B'2°13 F 1927'8" 33'5"3 i 398"
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCOL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 R
NCBCLL 10.00
TCDL: 4.2 psf
Soffit 2.00;
BCDL: 5.0 pal
Load DwaBon: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0°
CBC Dist a: 3.97it
Loc. from endwall: not in 4.50 R
'
GCpi: 0.18
Wnd Duration: 1.60
Lumber
Top chord 2x4 SP #1
But chord 2x4 SP 91
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
DRAW NG
T
1
Snow Criteria (Pg,Pf in PSF)
DofgCSf Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Nan -Gravity
Pt NA Ce: NA
VERT(LQ: 0.183 E 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.343 E 999 180
B 1560 1- A 1947 1717 1285
Snow Duration: NA
HORZ(LL): 0.060 J -
H 1560 /- A /947 7717 /-
HORZ(TL): 0.128 J - -
Wind reactions based on MWFRS
Code / Mine Criteria
Creep Factor. 2.0
B Big Width = 8.0 Min Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.617
A Brg Width = 8.0 Min Req = 1.8
TPI Std: 2014
Max BC CSI: 0.629
Bearings B & H ere a rigid surface.
Rep Fee: Yes
Max Web CSI: 0.580
Bearings B & H require a seat plate.
FT/RT:20(0)/10(0)
Mfg Specked Camber.
Maximum Top Chord Forces Per Ply ([be)
Plate Type(s):
Chards Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver. 17.02,02,1208.15
A-B 27 0 E-F 1616 -2483
B-C 1631 -2819 F-G 1475 -2391
C-D 1476-2391 G-H 1631 -2819
D-E 1616-2483 H-1 27 0
No 047182
9tr
rin
samsesemmsomscxnaorce 1sssm w.
•��v wE.+u rases u.�w.uwy
r[I=.Y[N>]t]ImIb4LslsliLaM u9f V SM4r
rt'N�Ku*�1Wa.
riMUEapNdaaEnuaWxaed[mSkmEP�EW WkE
aMca YhitMa,vNW mGm@NwYtlL rv, W aWlmo4
¢cln.
Maximum Bat Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-N 2454-1322 L-K 2079 -1966
N - M 2452 -1323 K - J 2452 -1352
M - L 2079 -1036 J - H 2.454 -1352
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
N-C
212 -6
L-F
509
-321
C-M
328 -427
F-K
431
-16B
D-M
431 -168
K-G
328
-427
D-L
509 -321
G-J
212
-8
E-L
364 -462
iilure to build the
orcoverpage,
i. The suitability
retry
ampoutnrs. v
SEQN: 706896 / T5I HIPS Ply: 1 Job Number. 36CS0050A
FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OLIDR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW:
Wgt:226.81bs Truss Label: A10 / ... 10/10/2019
r' 641'4 4 F19� 218+ 28I 37
6120
'499 1F 5'114 102 203 B81+ 48
E5XB =3X4 =5X6 aa3X4 =5XB
D E F G H
12
8 p
g3X4C IN3X4
O_
YI
=4%6(A2) B J=4)(6(A2) 32
T S R Q P 0 N M L
1112X4 =U4=4X6 =3%4 =-3X8 �3X4=4X6=3X4 1112X4
SEAT PLATE RED.
SEATPtATEREQ.
F1' fi'2°13 4'93 7' 48"8 3'i"11 3't°11 4'8"5 i' 4'9°3 e'2"13 1�
8'2"13 11' 72 1fi'8"6 19'10"1 22'11.11 27'8" 28' " 33'5°3 39'8°
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pl in PSF)
De8/CSI 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-GravM1y
TCDL: 7.00
Speed:. 160 mph
Pt NA Ce: NA
VERT(LL): 0.194 F 999 240
Loc R+ / R- / Rh / Rw
I Il / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.363 F 999 180
B 1560 /- !- 1940
1718 264
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.070 L -
J 1560 /- /- 1940
f/18 /-
Des
FJ(P: C Krt NA
(�) HORZ T 0.132 L - -
Wind reactions based on MWFRS
.00
NCBCLL: 10.00
Mean Height 75.00fl
Code /Mist Criteria
Creep Factor. 2.0
B Big Width Min Re q=1.8
Soffit: 2.00
TCDL: 4.2 psi
Bldg Cade: tuC 2077 RES
Maz TC C51: 0.399
J Brg Width = 8.0 Min Re 1.8
q -
Load Duration: 1.25
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to N2
TPI Sid: 2014
Max BC CSI: 0.465
Bearings B S J are rigitl surface.
Bearings B 8 J require a seat plate.
Spacing: 24.0 "
CSC Dist a: 3.97 it
Rep Fec: Yes
Max Web CSI: 0.462
Loc, from endwall: not in 4.50 it
Ff/RT:20(0)/10(0)
Mfg Specked 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. 18.02.01A.0205,20
A-B 27 0 F-G
1690 -25M
Lumber
B-C 1644-2813 G-H
1671 -2587
C-D ISM-2445 H-1
1522 -2445
Top chrd2x4ord
D-E 1671-2597 1-J
1643 -2813
Bot 2x4 P#1
Wes 2x 3
Webs 2x4 SP #3
E - F 1690 .2628 J - K
27 0
Wind
Maximum Bat Chord Forces Per Ply (Ibs)
Member design based an both MWFRS and CSC.
Chords Tens.Comp. Chords
Tens. Comp.
B-T 2447-1331 P-0
2604 -1367
T-S 2445-1332 O-N
2135 -1115
S-R 2135-10BS N-M
2135 .1115
R-Q 2135-1085 M-L
2445 -1361
..xtLLlsta—
Q-P 2605-1363 L-J
2447 -13fi1
J............. /np
Maximum
Web Forces
Per Ply Qbs)
Cls EiY$1z.a••�@1'f4
Webs
Tens.Comp.
Webs
Tens. Corp.
No 047102
T-C
198 -8
P-G
120
-84
C - S
298 .375
G - O
Z73
-342
+
D - S
373 -176
O - H
630
-392
!ir
D-Q
630 -392
M-1
298
-375
STATE OF • 40
Q-E
Z73 -341
H-M
373
-175
�4
E-P
119 -83
I-L
198
-10
-
..«.tl�:•_w'l .Y
F-P
37 -56
40a15958}99)xi9[XASOFaf 79®mf9
aLrxavtpi W+am mu¢ M �� �!ti V
N (0. W.NSW Imes WllO..aMN u'kia Wii
nL1W141bTto1[.
�'Nnp4ralttbduuevARMamN.`uaGtgaSad fYW
sdtla WAlYt.tli'YY�6M 1pw'�'lmi^/alpM[
aeNt
E to build the
coverpage
The suitability
R11rf
ampoernrs. ua
r
9
4
SEQN: 706899/T26/HIPS Ply:, Joh No ber.36CS0050A
FROM: AH City: 4E8B I828-Cali"C"LL OL/DR Horton MEBB 1828-Cali"C"LLOL,DRHodon DRW:
Wilt 226.8 lbs Tmss Label: All ... / ... 10/10/2019
6'4°8 +I f' +'8 369
64 fi8B'06'8T75 37B 941 37-8 I
e5X8 =3X4 a5X6 a3X4 e5%8
D E F G H
T ,2
8
g 3X4C 1E3X4
S'
Ia
13;t a4X6(A )B Ja4K6(A2)
R Q P O N M L
I112X4 =5X6 a5X6 =3X8 =3X4 =5x6 1112X4
SEAT PLATE RED.
1
SEATPLATEREQ
1' F 61I 301904 I 661'57 I39'4 I3'4°8 + 6'_2
ti22122 T5 3454 7'
I 3, F
Loading Criteria (psg
TOLL: 20.00
TOOL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Dumbon: ,1.25
Spacing: 24.0 ",
Tap chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: It
EXP: C K21: NA
Mean Height 15.00 R
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 R
Loc, from endwall: not in 4.501t
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based an both MWFRS and C&C.
a division of
Snow Criteria(Pg,Pt in PSF)
Deg/CSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in loc Well U#
Pt NA Ce: NA
VERT(LL): D.216 F 999 240
Lu: NA Cs: NA
VERT(CL): 0.404 F 999 180
Snow Dureflon: NA
HORZ(LL): 0.072 L - -
HORZ(TL): 0.135 L - -
Code lMiscCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 6.446
TPI SW: 2014
Max BC CSI: 0.503
Rep Fac: Yes
Max Web CSI: 0.611
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEWVer. 18.02.01A.0205.20
No 047182
1k
STATE. OF
t001595affi9)n19ClrA4oEreN48TA r9
��Y W �+e ma uNa M uavwi avnNi
RkLILNriY1M Rr W,6 esi�+N[fi{a SM41
nNVLL01'T1O}L
NYAd WLud WnCrcueaeveror�aC+Ya1a'd uakd
Mtln Wbl wNtrJy�mmhmMis.,YeeNYr WtLer
iLL NOTES ON THIS DRAWINGI
INCLUDING THE INSTALLERS
♦Maximum Reactions (Ibs)
Gravity Nan-Gmv'dy
Loc R+ / R- / Rh 1 Rw I U / RL
B 1561 A A /931 1719 /244
J 1561 /- /- /931 f719 /-
Wind reactions based on MWFRS
B Big Width =8.0 Min Req=1.8
J Big Width = 8.0 Min Req = 1.8
Bearings B & J am a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 F-G 1829 -2884
B - C 1655 -2005 G - H 1809 -2840
C - D 1575 -2512 H -1 1575 -2512
D-E 18D9-2840 1-1 1654 -2805
E-F 1829-2884 J-K 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-R 2439-1339 O-N 2962 -1531
R-O 2437-1339 N-M 2210 -1172
Q-P 2210-1143 M-L 2437 -1368
P - O 2881 -1527 L - J 2439 -1368
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
R-C
167 -la
O-G
106
-73
C-Q
260 -300
G-N
30D
-379
D-Q
363 -178
N-H
80D
-486
D-P
799 -486
H-M
361
-178
P - E
300 -380
M - I
259
-300
E-O
107 -73
I-L
168
-11
F-O
25 -41
build the
rmty
omya111111.uc
SEQN:6684641T4/HIPS Ply:1 Job Numbar.36CS0050A
FROM: AH Qy: 1 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali'C" LL OL ,DR Hodon DRW:
Wgt: 222.6 Ibs Tmss Label: Al2 / ... 10/10/2019
6'4°8 9' 145°13 1990" 252"3 30'8" 33'3'8 39'8"
r 6'4'8 + 2T8+ 55'13 5'4'3 + 5'4°3 + SS'13 27"8 64'8 i
i
=6X6 m3X4
O E
=5X8 =31(4 m6X6
F G H
1i2X4 -3X4 =U6 -3X4 -3X8 =3X4 -3X8 -3X4 92X4
SEAT PLATE REQ. SEAT PLATE REQ.
' I I 398-
29'32
Z2'5 3' 2854 � 1°2
3338'9' 12°55 2571I '4329'8622'1122 2' 1'
F
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: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 R
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"
CBC Dist a: 3.97R
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot chord Zx4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and CSC.
Snow Criteria (Pg,Pt in PSF)
Pg: NA Ct: NA CAT: N/
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(Ou10(0)
Plate Type(s):
WAVE
De#/CSI Criteria
PP Deflection in loc L/de8 L/#
VERT(LL): 0.246 F 999 240
VERT(CL): 0.451 F 999 180
HORZ(LL): 0.075 L -
HORZ(TL): 0.141 L -
Creep Factor. 2.0
Max TC C51: 0.397
Max BC CSI: 0.495
Max Web CSL 0.503
Mfg Specked Camber:
VIEWVer. 17.02.02.1208.15
T
1
• Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1561 /- /- /921 r720 1223
J 1551 /- /- /921 !/20 /-
Wind reactions based on MWFRS
B Big Width =8.0 Min Req=1.8
J Big Width =8.0 Min Req=1.8
Bearings B 8 J are a rigid surface.
Bearings B S J require a seat plate.
Maximum Top Chord Forces Per Ply ([be)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 F-G 2026 -3242
B - C 1668 -2806 G - H 1883 -2976
C - D 1625 -2568 H -1 1625 -2558
D - E 1883 -2976 1-1 1668 -2806
E-F 2D26-3242 J-K 27 0
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B-T
2439-1350
P-0
3009 -1634
T-S
2438-1350
O-N
2263 -1217
S-R,
2253-1187
N-M
2253 -1217
R-Q
2263-1187
M-L
2438 -1379
Q-P
3009-1624
L-J
2439 -1379
j,1:1t111Q11�1J1�t�/*tl�f�
S
......... !�
Maximum
Web Forces
Per Ply(Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
4\(iE$•.liln.�i�
+• �i
N6 04i erd ..
T-C
P-G
375 -172
s.1A's
C-S
252 -270
252 270
G-O
375 -515
515
*
D-S
305 -203
O-H
947 -568
y(rw`
•
D-Q
947 .568
M-1
252 -270
���iT �� • Qf`
Q-E
3-
H-M
-203
�1 ... ..:+CSp:•_ow'
E-P
F-P
306 06 -172 172
214 -284
I-L
160 160 -14
300168581d SDN9ClCA6DEDEt96em F9
mrm•vmrcssq W+amuaeawwnm�+mnex
n �. ae uaw r m m mx mm.aw=LAN • wa-a
ma<uonnwew
w�aawmcraneau.wasaenrswsnea+� tsl wsa
roam wnum...nm�,vm..ua.omwm+w.amnar
.mm.
failure to build the
g or cover page„
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mrey
omponenrs. u�
SEQN: 6684911 T24/SPEC Ply:I Job Number. 36CSOOBOA
FROM: AH City: 1 4EBB 1828-Ceti "C" LL OL /DR Herten /4EBB 1828-Cali "C" LL OL,DR Hcihon DRW:
Wilt: 208.6 [be Truss Label: Ala / ... 10/102019
B'0'1 4'4 80"1 2'4"8I 261'4"91 +22I 337'1"48964413 +304'7 7915 437 I '
H=5X6
T sa4X4 =U(I
12 C D E F G
IT 6 p I@3X4
ram
-3X6(AA7)8 J=3K6(A1)
11 S R T Q P O N M L
a3X6 �qXg -4X10 -U(5=- X8
SEAT PLATE RED. SEAT PIATE RED.
13'4'5'8' L 20'S'JA
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 91
Bet chord 2x4 SP #1
Webs 2x4 SP ##3
8'1°73 3'173 2'1'8 6'32 55"13 1'S"11 4'5°3 6'293 1�
8'1'13 12' 14'1° 20'4'8 26'2°5 — 33'5'3 39'8'
29.
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C KAt NA
Mean Height 15.00 it
TCDL 4.2 psf
SCDL: 5.0 psf
MWFRS Parallel Dist 0 to K12
C&C Dist a: 3.97 R
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
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 Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: Yes
FT/RT:20(0Y10(0)
Plate Type(s):
WAVE
DefUCSI Criteria
PP Deflection in loc Udell LI#
VERT(LL): 0.055 0 999 240
VERT(CL): 0.101 0 999 180
HORZ(LL): 0.017 S - -
HORZ(TL): 0.032 S - -
Creep Factor. 2.0
Max TC CSI: 0.622
Max BC CSI: 0.436
Max Web CSI: 0.874
Mfg Specified Camber.
VIEWVer. 17.02.02.1208.15
nis<.ucwaufrmf m �m=..M"wwww�.un.sa
.myarwa
MnbdnpeaN tlialftusncavafc�ulbK, W,laq aukP
fMOn WA.-lIRNi'O.]M fOPOANMtuYiSMMliWviO
asm.
T
1
♦Maximum Reactions (Its), or•=PLF
Gravity Non -Gravity
Lot R+ IR- IRh /Rw I /RL
B 519 A /- 1349 207 1257
T• 320 /- /- H58 /144 /-
J 887 A /- /593 /414 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Reel =1.5
T Brg Width = 68.0 Min Req = -
J Brg Width = 8.0 Min Req = 1.5
Bearings B, T. & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 o F-G 435 -453
B-C 165 -459 G-H 748 -957
C-D S10 -233 H-1 727 -982
D-E 435 -452 1-1 861 -1382
E- F 435 -452 J- K 27 0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tema Comp
B-S
331 -236
O-N
1058
-501
S-R
340 -236
N-M
1058
-581
R-Q
340 -236
M-L
1171
-664
Q-P
801 -1100
L-J
1174
-664
P - O
1063 -582
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C-S
330 -60
O-G
210
-21
C-Q
514 -864
G-M
396
-432
Q-D
721 -1049
H-M
663
-497
D-P
1201 -705
M-1
326
-435
F-P
Z70 -351
I-L
230
-12
P-G
482 -739
�nry
om/mucnn.. w
SEQN: 706893/T20/HIPS
Ply:2
Job Number.3fi S0050A
FROM: AH
City: 1
4EBB 1828Caii "C" LL OL/DR Horton 14EBB 1828Cali "C" U. OL,DR Horton
DRW:
Will: 250.6 lbs
Truss Label: A14G
/
... 10/10/2019
17'4'15
I 0+
3
98'13'fi
3
+'+31 {
'7"10 "1 1407T 5236
F {
2S"1251
}
T
�DXB 4 TC2 -3X4 �7%e �3%4 =3X4 TC2
12 E F G H I
T 6g�
-fi
T
lo m
=3X10 C5 C
Ij
3X4 (CS)
=4XA8(C5 B
L=432
X6(C5)
T S R BC2 P O
N
I12X4 ee7Xe .3X4 =3X8 =3%4 =7X8
012X4
SEAT PLATE REQ.
SF TPLATE RED.
39'8'
Tt•12 { 4'74 + 5'17 28"91 2'8'9 5'1.7
4'10"4
T1"72 11�
} +
T1'12 t2' 1T7°7 19'10" 22'6"9 2T8"
32'8'4
39'8'
Loading Criteria (pst) Wind Criteria Snow Criteria (P9.Pf in PSF) Deg/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 Ce: NA VERT(LL): 0.269 G 999 2411
Loo R+ ! R- ! Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.507 G 925 180
U 3139 /- !-
A /1427 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 D - -
L 3140 /- /-
/- /1428 A
Des Ltl: 37.00 EXP: C Kzt NA HORZ(Ty: 0.104 D - -
Wind reactions based
on MWFRS
Mean Height: 15.00 it Code / Mise Criteria CreepFactor. 2.0
NQBQLL: 0.00
U Brg Width = 0.0
Min Re 1.9
q
TCDL: 4.2 Pat
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.255
L Big Width = 8.0
Min Req = 1.9
BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.400
Bearings U 8 L are a rigid surface.
Spacing: 24.0 ° C&C Dist a: 3.97 R Rep Fac: No Max Web CSI: 0.259
Bearings U 8 L require
a seat plate.
LDC. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber.
Maximum Top Chord
Farces Per Ply (Ibs)
GCPi: 0.18 Plate Type(s):
Chords Tens.Comp.
Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.D2D5.29
A-B 13 -la
G-H 2109 -4711
Lumber
B-C 1422.3130
H-1 2076 .4642
C-D 1396-3097
1-1 1801 -4022
Top chord 2x4 SP#1:TC22x6 SP#1:
D - E 1800 -4021
J - K 1396 -309B
Bat chord 2x6 SP #1 :BC2 2x6 SP M-26:
E-F 2076-4642
K-L 1422 -3131
Webs 2x4 SP#3:W22x4 SP#1:
:Lt Slider2x4 SP#3: BLOCK LENGTH= 1.712'
F-G 2109-4711
L-M 13 -10
At Slider 2x4 SP #3: BLOCK LENGTH = 1.712'
Maximum Bat Chord Forces Per Ply (Ibs)
Nai(note
Chards Tens.Comp.
Chords Tens. Comp.
Nail Schedule:0.128"x3", min. nails
Top Chord:1 Row @12.00"o.c.
B-T 2752-1233
Q-P 4668 -2095
Bot Chord:1 Row @12.00"o.c.
T-S 2765 -1236
P-0 4086 -1838
Webs : 1 Row @ 4" o.c.
S - R 4085 -1838
O - N 2766 -1236
Use equal spacing between rows and stagger nails itlt!lift/f
R-Q 4668-2094
N-L 2753 .1234
In each row to avoid splitting.j;1I
•"•••• `ww•• �i
Laatlin ♦
g
Maximum Web Forces
Per Ply (Ibs)
ti,' .•,Ci EMg . �w-
e
#1 hip supports 7-0-0 lacks with no webs. .. L '
Webs Tens.Comp.
Webs Tens. Comp.
�6 OA7162 i
•yt
D-T 312 -62
Q-H 74 -25
Wind �.��
D-S 1522 -684
H-P 214 -301
Wind loads and reactions based on MWFRS. •'. +
S - E 448 -754
P -1 679 -290
�.a»
E-R 680 -291
1-0 447 .754
•:may
Msy JyA; Q� y
R-F 214 -301
0-1 1522 -683
r .fife
F-Q 74 •26
N-J 313 -63
rr���¢fi�oy�o•``..
G-Q 65 -a5
J1111118ERA11
#
40m5858ffi SDD09CTDA30Effi T94BE0 F9
rmwnwGwsGawuaygv<an omeeY rt+unwr+m4
M IM1.LLMI1LIMfYBLG WSYa�"a+{14 W l
dNLMtaCCTG01�
Gtq.YfGlVabxnwnrafC+=:saC�ulNUk1
W na WLiaaMr[o•JmaW �i[MMNW' mrorYWrtY+
um4u
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tmsses requite extreme care in fabrication, hantllin shipping, installing antl brerAng., Refer to end follow the latest etlition of
eC51 (Building
Component Safety Information, by TPI and SBCA) (oar safety precbces prior tq pedorming these functions. Installers shall provide temporety
Ig uer BCSI.. Unless noted olherwise,fop chow shell have propedy attachetl structural sheathinn antl bottom chord shall have a pro arty
rmG1,
Ib
a8achetl ripitl ceillnp Locations shown for�ertnanent lateral restraint ofwebs shell have bracingp installed per BCSI sections
as applicable. Apply pplates fo each face o Wss end position as shown above and on the JoinfDetails, unless noted otherwise,
83, B7 or 610,
hefer to
nm nem<.,u
M
drawings 760A•Z for stantlard plate positions.
Alpine, a division of ITW Builtlin Components Group Inc. shall not be responsible for any deviation from this tlmwing,any failure
for handlin%shippinj, installation
to build the
truss in conformance with ANSI�PI 1, or and bracing of trosses.A seal on this drawing or
this tlmwin9 indicates acceGfence of ssiona angineerin� responsibility for the design
cover page, _
The
"sting �ro solely shown.
suitability
and use of this drawing for any structure is a msponsibility of the ullding Designer per ANSVrPl1 Sec.2.
For more ln%m Acnsee Nis'ob's enerel notes pan. and these web sites: ALPINE:wxw.al lneUcam� Wk wrov.tpinsto,SBCA:w sbdndus .mm; [CC: wm J. %.o
SEQN:668493/Tit/SPEC Ply:1 Jab Number. 36CS0050A
FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW:
Wgt: 208.6 Ibs Truss Label: A15 / ... 10/10/2019
T 11 2'41
—F2" 3"8 +39'1"15T5S 6'4"eBT ��71..5 153T2 74T14 2'5473"
T e5X70(SRS)
12 C -3X4-3X61112X4
TT 6 p �� D E F G
n M 63X6(Ai)B
11A
U T
S R' V''Q
P O N
M
-3X402X4
=aX6 -3X4---4X10
m2X4-3X(3�3X8
102X4
SEAT PLATE REQ.
SEATPLATEREQ. SEATPIATEREQ.
SEAT PLATE REG.
13'8"
j— 5'
21'
7' T1"12 {11" 5�3'10"5�
F I
1'3 ST'2 5'3"7D
F
3.5"77 4'S"4
72 7'
T1"12 '79 11 12'
13'3 9 18'10"71 242°5
2T8" 335"4
3D'6"
7,4"r
H
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCOL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duretion:4.25
Spacing: 24.0 "
Lumber
Tap chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wnd Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: It
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h2
C&C Dist a: 3.97 it
Lac. from endwall: Any
GCpi: 0.10
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: W
Pf: NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: Yes
FT/RT:20(0yI0(0)
Plate Type(s):
WAVE
DefUCSI Criteria
PP Deflection in Ioc Udell L/#
VERT(LL): -0.036 N 999 240
VERT(CL): 0.058 N 999 180
HORZ(LL): 0.015 M - -
HORZ(TL): 0.028 M - -
Creep Factor. 2.0
Max TC CSI: 0.576
Max BC CSI: 0.362
Max Web CSI: 0,962
Mfg Specked Camber.
VIEWVer. 17.02.02.1208.15
No 047492
T
to
♦ Maximum Reactions (Ibs)
Gravity
Non -Gravity
Lee R+ /R- /Rh
/Rw /U /RL
B 577 /- A
/376 1260 277
R 484 /- /0
261 1166 /0
V 1411 /- A
/663 /662 A
K 760 !- /-
/521 /342 /-
Wind reactions based on
MWFRS
B Brg Width =8.0
Min Req = 1.5
R Brg Width = 8.0
Min Req = 1.5
V erg Wdth=8.0
Min Req =1.7
K Big Witlth = 8.0
Min Req = 1.5
Bearings B, R, V. & K are a rigid surface.
Bearings B, R, V, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 27 0
G-H 653 -565
B-C 665 -684
H-1 900 -711
C-D 700 -583
I-J 902 -713
D-E 161 -53
J-K 1129 -1109
E-F 653 -564
K-L 27 0
F-G 653 -564
Maximum Bot Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - U
545 -457
Q - P
604
-494
U-T
569 -423
P-O
600
-495
T-S
669 -420
O-N
600
-495
S-R
569 -420
N-M
928
-858
R-Q
409 -352
M-K
931
-858
7h
Maximum Web Forces Per Ply (Ibs)
;
Webs
Tens.Comp.
Webs
Tens. Comp.
.
rE OP -
%(/ati
C-U
U-D
237 -153
203 -125
Q-H
P-H
1486
202
-1362
.�S.aPP.t�aO
D-T
83 -15
H-N
127
-2
-22
V A•;�1�,
D - R
667 -653
N - J
524
-430
11114 -
R-E
202 -76
I-N
354
-352
71AL0;
E-Q
690 -674
J-M
223
-32
aaoFcerscsm F9
G-Q
2B6 -331
"xvem�cr W++"r umzwaanwiu»my
rt4WYlIbnN!b
a2bOnW �MUa4IXYm,tIIY"N®WMYOIfpYPN [Y W
reeaYHsiewiaammw,vub,t,rb6 mMr�armc
cOv.
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
in fal icatinq, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
r, by TPI ana SBCA)r saty practices poor to performing these functions, Installers shall provide temporarryy
:tl a hemise,top chord shall have pmpedy attached structural sheathinga and bottom chord shall have a prop2i,
ns shown for armament lateral restraint of webs shall have bmnnn installed per SCSI sections B3, B7 or B70, om nenza,,u
,each face of buss and position as shown above and on the Joinf Details, unless noted otherwise. (teferto f'e
plate positions.
inprLComponents Group Inc, shall not be responsible for any deviattan tram this drewing,any failure to build the
i17TPl 1, or for hantllingeshipping, installation and bracing of trusses A seal on this drawing or cover page
is acceptance of Rm_saianal-engineeAns rasponarbllLtysolely IoKfhe Eesign shown. The suitability
SEQN:668495/T14/GABL
Ply:t
Job Number. 36CS0050A
FROM: AH
Qty: 1
4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali "C° LL OL,DR Horton
DRW:
Page 1 of 2
Wgt: 217.0 Its
Truss Label: Alb
/
... 10/10/2019
T 48 29
I I 28"1
3
418'
29'111""1533'9'9"132
T
24'"8+38
38
6'94'88104
-- 13'W '1T(TYP)
L_
-5X6
T 6 12 �5X6 03X4K
M@X4
T
T rs5X10(SRS) =3X4 ®5%12(SRS
_
D m2X4 °- E F G H I J
o
XB(A1)B AC 0
1 ryI� 9
1 A
Na3%6(A7)
0
�J
Y P
=X4y =4X10U T
1I
X4 = X6 X4 = X6=3XB
SEATPIATEREQ. SEATPLATEREQ. SEATPIATEREQ.
SEAT PLATE REQ.
r13'8°5'
21'
FTT T1Y2 12-11.15� 32"551-12 3'fi"5+22"1+ 47"
45"4
8212
+
T7"12 10.1°11 13'4° 4 18'8" 22'2"5 24'S° 29'
736"4
33'S°4
39'8+1�
"
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg.m in PSF) De1UCSl Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/#
Gravity
Non-Gmvhy
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.038 Q 999 240
Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.060 0 999 180
B 528 A A
1340 /240 1317
BCOL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 P - -
W 727 /- /-
1339 1272 A
Des Ltl: 37.00 EXP: C Kzt NA
P -
U 1230 /- /-
/-
r. 2.0
Mean Height 15.00 fl
Creep Factor.
NCBCLL: 10.00 Code Criteria Creep Factor. 2.0
N 788 /- /-
1527 1355
/527 /359 /-
TCDL: psf Bldg Code: FBC 2017 RES Max TC CSI: 0.556
Soffit 2.00 ode:
Wind reactions based on
MWFRS
5.0
BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist 0 to N2 TPI Std: 2014 Max BC CSI: 0.328
B Brg Width = B.0
R
Min Req = 1.5
Re Fac: Yes Max Web CSI: 0.471
Spacing: 24.0" CBC Dist a: 3.97fl D
W Brg Width = 8.0
U Brg Witlth=8.0
Min Req = 1.5
Min Rea =1.5
Loc. from endwall: Any FT/RT:20(0V10(0) Mfg Speed Camber.
N Brg Width = B.0
Min Red = 1.5
GCpi: 0.18 Plate Type(s):
Bearings B, W, U, 8 N are a dgid surface.
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15
Bearings B, W, U, 8 N require a seat plate.
Lumber
Maximum Top Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chards Tens.Comp.
Chords Tens. Comp.
Bot chord 2x4 SP#1
A-B 27 0
H-1 705 -698
Webs 2x4 SP 93
B-C 650 -671
1-1 705 -699
Plating Notes
C-D 703 -515
J-K 973 -824
All plates are 2X4 except as noted.
D - E 401 -302
K- L 959 -763
E-F 397 -698
L-M
(") 1 plate(s) require special positioning. Refer to
F-G 705 -699
-1
M-N 1158 167
16
scaled plate plot details for special positioning
G-H 705 -699
0
N-O 0
27
requirements.
Loading
Maximum got Chard Forces Per Ply (Ibs)
Gable endsupportsoverhang. Top ►!r!l!
Chords Tens.Comp.
Chords Tens. Comp.
must notpb or notched. not hetl. ,``•ty`tt�4A
V..a.�'�,�•yj�
B-Z 444 -397
U-T 538 -457
Wind .`i'�•"\(i E N$��'a±s�4-���
Z-Y 383 -319
T-S 537 -460
Member design based on both MWFRS and CBC.of
047162 i
Y-X 383 -315
X - W 383 .315
S-R 728 -666
R - 0 728 -666
,.
Additionaw .k.
Notes
W-V 47D -388
Q-P 980 -885
.
V - U 470 -388
P - N 983 -885
See DWG
See OWGS for C,4j �(i
racingA1601and oth0148Gments.N0118
gable wind bracing and other requirements. �V STATE OF .`40
Maximum Web Fames
Per Ply(Ibs)
.+-,%-
Webs Tens.Comp.
Webs Tens. Comp.
St..)+,•�1Q`e
4�llJ,
C-Z 192 -71
I-U 243 .264
��(yfA4gt`t��
"`4
Z-D 228 -98
O
T 8-J 15118-1399
SERIALd;
D-AA 912 -804
J-S 283 -283
mmsassrssoaoscxasoe0E79samm
AA-W 939 -829
S-K 207 -113
W-F 100 -169
K-Q 268 -116
n RucaetYieeoammRwaaNm�. YWI
wae.mxsvm.w.
F-AB 431 -411
0-M 539 -428
AC -AD 433 -419
L-Q 408 -476
me.auaa.daneu...wrammm:=.e q+,eaa wee
xdwr.aaanr+,ss�eaim.nwrw<man.wwa,.ax
AD-U 435 .420
M-P 221 -31
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW NGI
"IMPORTANT' FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses wire extreme rare m fabriratin , handlin shi ping, installing and bracing. Referm end follow the latest etlition of
bTPI �oF
BCSI (Building
Componen Safety Infonnabon, an� SBCA) sa�eN practices prior to pedonning these functions. Installers shall provide temposrrYY
bracing Der BCSI.. Unless notetl a erwise,top chord shall have prepedy attached sWCNmI sheathing antl bottom chord shall have a pro❑etly
nn�,
a8achetl rigid ceili FL�o-tons shown for permanent letewl reshaint of webs shell have bmcinn insialletl per BC51 sections 83, B7 or 970,
toss and position as shown above and on the :oinF Details, unless noted oNerwise. peter to
om nenr<,,a
Po
draawings 7bfil0A-Zfor standard plate posNoni
Alpine, a division of ITW Builtlint�ggf�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
for handlingghipping,
truss in conformance with ANSVTPI 1, or Installation and bracing of Wsses.A sal on this drawing or cover page_ ,
listing this drawing Indicates accVnce of pre aslona11 englneerin� responsibility solely, for the design shown. The suitability
and use of this thawing for any structure Is the respona)brlity of the uilding Designer per ANSVTPI 1 Sec.2.
For mom inrmmation we iris job's menemi notes page and Neseweb sites: ALPINE: w .alpine' ..mm,T wxxt into ;SBC wmv.sbdndus .mm;mO: wmv.imsakn
FROM: AH
Page 2 of 2
a
/T141GABL Ply:1 Job Number. 36CSOO60A
Oty: 1 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1628-Cali "C" LL OL ,DR Horton
Wgt: 217.0 lbs Truss Label: A16 / ... 10/10/2019
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp. Gables Tens. Comp.
AA- E 67 .76 V -AC 86 -27
A& G 77 .49 AD- H 18 -22
Of
No 047102
daa10050]e5e0e9C3CF60FDf TJ6af0 f9
a�rrrrao« ue.am w r,..si unnn
n pbu.nnvfen MsrvMwra9en✓Nawt
emssr+awco*c
rv.`:awwacenercu..raraatcw.n* eameawwee
iMMYWtaalaaYa!MflmLmu[IMmYMm4almm Y
DRW:
failure to build the
g or cover page
m. The suitability
«nry
«mpanenr<.,,�
J
SEON: fifi84471T2/GABL Ply:t Jab Number. 36CSOOSOA
FROM: AH Oy: 1 4E8B 1828-Cali "C" LL OL/DR Horton /4EB8 1828-Cali "C" LL OL,DR Horton DRW:
Wgt:134.4lbs Tmss Label: B1GE I ... / ... 10/1012019
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 Zx4 SP #1
Bat chord 2x4 SP 91
Webs 2x4 SP #3
2'8"--+1,4„—�
(TYP)
F1.
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height 15.00 ft
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCp1: 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and CBC.
Additional Notes
See DWGS A16015ENC101014 8 GBLLETIN0118 for
gable wind bracing and other requirements.
of
'A Kit
t
1
Snow Criteria (Pg,Pf in PSF)
DofVCSI Criteria
♦Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity
Non -Gravity
Pt NA Ce: NA
VERT(LL): -0.001 H 999 240
Loc R+ / R. / Rh
/ Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.001 AE 999 180
p- 81 /- A
/39 137 /11
Snow Duration: NA
HORZ(LL): 0.002 J -
Wind reactions based on
MWFRS
HORZ(TL): 0.003 J - -
P Brg Width = 256
Min Req = -
Code / Misc Criteria
Creep Factor. 2.0
Bearing B is a rigid surface.
Bldg Code: FBC 2017 RES
Max TC C81: 0.108
Maximum Top Chord Forces Per Ply Pius)
TPI SUL 2014
Max BC CSI: 0.033
Chords Tens.Comp.
Chords Tens. Comp.
Rep Fac: Yes
Max Web CSI: 0.088
A-B 27 0
I-J 304 -24
FT/RT:20(0)/10(0)
Mfg Specified Camber.
B-C 87 -120
J-K 253 -21
Plate Type(s):
C-D 80 -90
K-L 202 -23
WAVE
VIEWVer. 17.02.02,1208.15
D -E 105 .71
L-M 154 .43
E-F 153 -50
M-N 105 -64
F-G 202 -29
N-O 74 -84
G-H 253 -21
O-P 81 -113
H-1 303 -24
P-O 27 0
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-AE
175 -108
X-W
192
-107
AE-AD
183 -110
W-V
191
-107
AD -AC
105 -110
V-U
169
-106
AC -AB
108 -111
U-T
187
-106
AB -AA
190 -112
T-S
185
-105
AA-Z
191 -112
S-R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
No 047162
Maximum Gable Forces Per Ply (Ibs)
�* ¢
Gables
Tens.Comp.
Gables
Tens. Comp.
�¢%
C-AE
174 -103
W-J
187
-83
STATE O
D-AD
88 .65
V-K
153
.73
. t!/♦
A�
E-AC
101 -74
U-L
100
-73
���
F-AB
100 -73
T-M
101
.74
......
G -AA
153 .73
S - N
88
.65
:ritf 6r4et
H-Z
1-X
187 -83
0 .162
R-O
174
-103
LOpiS858ffi5alaleS[A4aFCe T9fiem F9
ummrgadvf r uouwumw�eunaw
A i0..t¢MrifE{ b0u[>suftawvbgf Sell
xAentnOwNah.
FlYrsla9HNetllaV�'.a4�azi[m44'rt:aFa. l W emtd
Wa+fvlla�@iI100Nt�k.Px[bwObm M�a� i
INCLUDING THE INSTALLERS
V rr�
omyonenrr, u<
SEQN: 66844E / T3 / GABL Ply: t Jos Number. 36CSOOSOA
FROM: AM
Qty:t 4EBB 1828-Cali"C"LLOL/DR Horton/4EBB 1828-Cali"C" LLOL,DR Horton DRW:
Wgt: 78.4Its Truss Label: C1GE ... / ... 10/10/2019
�- I, i
Loading Criteria (ps0
Wind Criteria
TCLL 2D.00
Wnd Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 it
NCBCLL: 10.00
TCDL: 4.2 pat
Soffit 2.00 .
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00It
Loc, from endwall: Any
GCpi: 0.18
Wind Duration: 1.61)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
AddRtonal Notes
See DWGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
1'4" —{
fT/131 C'a4K4
14'
14'
Snow Criteria (Pg,Pf in PSF)
DeR/CSl Criteria
♦Maximum Reactions (]be), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in lac Udell U#
Gravity Non -Gravity -
Pf: NA Ce: NA
VERT(LQ: -0.001 F 999 240
Loc R+ / R- / Rh / Rw 11.1 / RL
Lu: NA Cs: NA
VERT(CL):-0.001 F 999 180
L' 84 A A 140 139 112
Snow Duration: NA
HORZ(LL):-0.002 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.002 E -
L Brit Width = 168 Min Req = -
Code / Misc Criteria
Creep Factor. 2.0
Bearing B is a rigid surface.
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.118
Maximum Top Chord Fames Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.026
Chords Tens.Comp. Chords Tens. Comp.
Rep Fac: Yes
Max Web CSI: 0.061
A- B 27 0 G - H 213 -26
FT/RT:20(0)/10(0)
Mfg Specfed Camber.
B-C 14 -66 H-1 157 -48
Plate Type(s):
C-D 61 -28 I-J 105 -fig
WAVE
VIEW Ver. 17A2.02.t208.15
D -E 113 -17 J-K 87 -89
E-F 165 -14 K-L 84 -106
F-G 221 -17 L-M 27 0
No 047182
STATE OF
x00159563r SD909a3[Maf DE ]9eBFD F9
w,eaar>w+nY Wurtmeureau,ur,mwt
nis. r, seatuiexitl, twRnrNua urya uwr
nmmuraxenama
Mn:rA¢G+nq tledeaemtm omaaNmae vlpudN wLM
s*1!a f✓41 aTlMan[n(Oim2tM �vYsp m mi�tW /MR
THIS DRAWING TO ALL
Maximum Bot Chord Farces Per Ply Ohs)
Chords Tens.Comp. Chords Tens. Comp
B-V
145
-46
R-Q
164
-49
V-U
153
-47
Q-P
159
-50
U-T
158
-48
P-O
155
-51
T-S
161
-49
O-N
150
-53
S-R
164
-49
N-L
144
-55
Maximum Gable Fames Per Ply (Ibs)
Gables Tens.Camp. Gables Tens. Comp
C-V
122
-56
Q-H
205
-83
D-U
115
-75
P-1
159
-72
E-T
159
-72
O-J
115
-75
F-S
205
-83
N-K
122
-56
G-R
13
-89
a to build the
cover page„
The suitability
�nry
omponenn, ,,�
SEQN: 704643 /T3D / COMN Ply: 1 Job Number. 36CSOOSOA
FROM: JAH Qly: 1 4E88 bar-
"C° LL OL/OR Horton /4EBB 7828-Cali'C" LL OL,DR Horton DRW:
Wgt: 37.8 lbs Truss Label: D7 / ... 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 #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
II
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 It
TCDL: 4.2 psf
BCDL 5.0 psi
MWFRS Parallel Dist h/2 to In
C&C 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 C&C.
5'
5'
5'
5'
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(oy10(0)
Plate Type(s):
WAVE
C=4X4
nincl
10,
5'
10,
DeIUCSI Criteria
PP Deflection in too Udell U#
VERT(LL): 0.006 F 999 240
VERT(CL): 0.011 F 999 180
HORZ(LL):-0.003 F - -
HORZ(TL): 0.005 F - -
Creep Factor: 2.0
Max TC CSI: 0.214
Max BC CSI: 0.2D9
Max Web CSI: 0.081
Mfg Specked Camber.
VIEW Ver. 18.02.01A.0205.20
17 No 047182
Gae15d59]85D3D9CXa6pE0E1960 Eef9
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r-0 W ir4l w.tedotl[nMamW bprtNm W�(Nmn4
i per ci
unless
SEAT PLATE RED.
♦Maximum Reactions (Ibs)
Gravity Non-Grav"dy
Loc R+ / R- / Rh / Rw / U / RL
B 438 /- /- 1287 1202 1134
D 438 A 1- 1287 1202 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width =8.0 Min Req = 1.5
Bearings B 8 D are a rigid surface.
Bearings B & D require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 C-D 359 -492
B-C 358 -492 D-E 27 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp._
B-F 395 -183 F-D 395 -183
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 213 .28
failure to buildnthe
m. The suit bility,
S--ej,,ReRrs, uc
SEDN: 7046451 T331 COMN Ply:1 Job Number.36CS0050A
FROM: JAH Dty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C' LL OL,DR Horton DRW:
Wgt 37.8 lbs Truss Label: 02 1 ... / ... 10/10/2019
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"
Top chord 2x4 SP 01
Bot chord 2x4 SP #1
Webs 2x4 SP #3
10,
5'
C=4X4
T ,2
fi p
0
[V
=2X4(A1) B D=2X4(Al)
11 1' A E
II Yn
SEAT PLATE 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 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
10,
6
5'
SEAT PLATE RED.
i
1
Snow Criteria(Pg,PF in PSF)
DoflfCSl Criteria
♦ Maximum Reactions (Real
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pt NA Ce: NA
VERT(LL): 0.006 F 999 240
Lee R+ ! R- / Rh / Rw / U ! RL
Lu: NA Cs: NA
VERT(CL): 0.011 F 999 180
B 438 /- 1- /287 1202 1134
Snow Duration: NA
HORZ(LL):-0.003 F - -
D 438 !- A /287 /202 /-
HORZ(TL): o.a05 F - -
Wind reactions based on MWFRS
Code /Misc Criteria
Creep Factor. 2.0
B Brg Width =8.0 Min Req=1.5
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.214
D Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.209
Bearings B & D are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.081
Bearings B & D require a seat plate.
FT1RT:20(0y10(0)
Mfg Specked Camber.
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEWVer. 18.02.01A.0205.20
A-B 27 0 C-D 359 -492
B-C Me -492 D-E 27 0
:]LL1Jli:iM
i8e1885affiSDBueC]CA6aE OF ]96emr9
Rmsw:uaraa.smaragR.mm 4
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6row:.omwN.
nsima�mnau�maeu..+r+aaa+ralr aampueea�mee
sJ eevai+r.W mmtbn�aRmrteNanV+mymryaluuwu
THIS DRAWING TO ALL
1 per Ct
unless
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 395 -183 F-D 395 -183
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 213 -28
failure to build the
g or cover page
m. The suitability
om{roRenccw
SEQN:706866/T29/HIPS Ply:i Job Number. 36CS0050A
FROM: JAH Cry: 1 4EBB 7828-Cali °C° LL OL /DR Horton /4EBB 1828-Cali °C° LL OL,DR Horton DRW:
Will: 50.4lbs Truss Label: D3G / ... 10/10/2019
Z, 3,0'
i
I11Y4
163
C=4X6 D =4X6 E
TT
u3
-I-2X4(A1) B F-2X4(A1) i�
1 °�3 A G
J I H
1112X4 =3X8 1112X4
SEAT PLATE REQ.
10,
SEAT PLATE REQ.
1, T
3112 I 1'10"4
3'112 5'
+ 1'10"4 I
6'104
3'1'12 1
10'
Loading Criteria peq
Wind Criteria
Snow Criteria (Pg,m in PSF)
DefgCS1 Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00
Wnd Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udell L/#
Gravity Non -Grandly,
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.012 D 999 240
Loc R+ / R. / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.021 D 999 180
B 499 /- A A /237 A
BCOL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 H - -
F 499 A A /- /237 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.008 H - -
Wind reactions based on MWFRS
NCBCMean
:
Height 15.00 R
Code/Mist Criteria
Creep Factor. 2.0
P
B Big Width=8.0 Min Real
2.0
Soffit 2.00
Soffit
TCDL: 4.2 pelf
BCDL: 5.0 psf
Bldg Cone: FBC 2017 RES
Max TC CSI: 0.079
F 8 Width=8.0 Min Re 7.5
R 9 =
Load Duration: 1.25
MWFRS Parallel Dist 0 to
h/2 TPI Sid: 2014
Max BC CSI: 0.122
Bearings B S F are rigid surface.
Bearings B 8 F require a seat plate.
Spacing: 24.0 °
CSC Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.050
Lac, from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Maximum Top Chord Fames Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chards Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEWVer 18.02.01A.0205.20
A-B 27 -20 D-E 287 -676
Lumber
B - C 294 -669 E - F 294 -669
C-D 287 -676 F-G 27 -20
Top chord 2x4 SP#1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loading
B-J 565 -237 I-H 572 -235
#1 hip supports 3-0-0jacks with no webs.
J -1 572 -235 H - F 565 -237
Wind
Wind loads and reactions based on MWFRS.
Maximum Web Fames Per Ply (Ibs)
Webs Tens.Comp._ Webs Tens. Comp.
{�itllni�filiq!'
C-J 83 0 D-I 95 -71
`{
A _�\Fr4____•s+irP•_�i.
0
C-I 131 -65 H-E 83 0
I-E 131 -65
No 047162
STATE OF
amsase � soassc x4eoe oe 7ssa m fa
erTMn'myuW^versa M�mu� uuw�,
a (n.acrnnim W nrrweilwe.m¢arwt
su9aarmmah.
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"IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
as
aney
omponznrs. �
SEQN: 698400/T27/VAL
Ply:1
Job Number. 36CS0050A
FROM: JAH
Qty: 1
4EBS 1828-Cali "C" U. OL /DR Horton /4EBS 1828-Cali "C" U. OL,DR Horton
DRW:
Wilt: 25.2 lbs
Truss Label: VS
! ... 10/102019
3'11"B 7'11"
3'11
12 B=4X4
T6F,;-,-
3X4(D1) =3X4(DC1)
1 AFi
Ll
D 1112X4
r 7-11"
3'11""8 3'111"1"8 I
F
3'11B + 7'
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pt in PSF)
De#/CSI Criteria
♦Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection m loc Udell L/#
Gravity Non-Grevdy
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.008 D 999 240
Loc R+ / R- / Rh / Rw ! U / RL
E' 75 /- /- /36 /2B /B
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 Big Width = 95.0 Min Req = -
Code / Misc Criteria
NCSCLL: 10.00
Mean Height 15.00 ft
TCDL: 4.2 psi
Creep Factor. 2.0
Beadng A is a rigid surface.
Soffit 2.00
BCDL: 5.0 psi
Bldg Code: FBC 2017 RES
Max TC CSI: 0.134
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration:.. 1.25
MWFRS Parallel Dist h/2 to h
TPI Std: 2014
Max BC CSI: 0.115
Chords Tens.Comp. Chords Tens. Comp.
A- B 201 .170 B - C 201 -170
Spacing: 24.0 "
CSC Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.103
Loc, from endweli: not in g.00 ft
FT/RT:20(0)110(0)
Mfg Specified Camber.
'
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEWVer: 17.02,02.1208.75
Chards Tens.Comp. Chards Tens. Comp.
Lumber A-D 223 -147 D-C 223 .147
Top chord 2x4 SP #1
Bot chord 2x4SP 93 91
Webs 2x4 SP #3 Maximum Web Fames Per Ply ([be)
We
Webs Tens.Comp.
Wind
B-D 347 -310
Member design based on bath MWFRS and CSC.
Additional Notes
See DWG VAL160101014 for valley details.
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i��fsJSly
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-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqacre extreme care in fabriwtinn, handlinn shiCping, installing and bracing. Refer to and follow the latest edition of BC51 (Building ////))��''))
Componen[ Information, by
Safety TPI anr] SBCA) FoF safety pmchces prior ta pertorming these functions. Installers shall provide tempa2rryyu�,
bracing ner BCSI. Unless noted aMerwise,tap chord shall have propedy edached structural sheathing entl bottom chord shell have a pronerry
atte.hep n id celLn Locations shown for7 ermanenl lateral restraint of webs shell have hrecin installetl per BC51 sections B3, 87 or B10, om Hants. u<
defer fro
ea appliceh�e. App�y Clatas ta each face of Wss and position as shown above and on the Join�Details, unless noted otherwise. to
drawings 160A-Z for standard plate positlons.
Alpine, a division of ITW Buildinip Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI/TPI
cenfornance with 1, or for handlinp� shipp'inn, installation and bracing of trusses A seal on this drawing or cover pa e_
listing this drawing Indicates acw4Vnce of professional engineering responsibility solely for the design shown. The suitability,
and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVVI 1 Sec.2.
For mare in%mation see Nis ob's general notes page and Mesa veb atlas: ALPINE: w .a ineitw.mm'TPI: vvt into 'SBOt w sbundss m'ICC: wmv 11e.org
SEON: 698398 / T22 / VAL Ply: 1 Job Number. 36CSOOSOA
FROM: JAH pty: 1 4E33
1828-Cali'C' LL OL/DR Horton MEBB 1828-Cali "C' LL OL,DR Horton DRW:
Will: 16.81bs Truss Label: V4 ... / ... 10/102019
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
SCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soiflt 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
But chord 2x4 SP 01
12
6 p
B=3X4
T A 3X4(D1)=3X4(Dl
D
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 psi
BCDL: 5.0 psi
MWFRS Parallel Dist h/2 to h
C&C Dist a: 3.00 R
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based an both MWFRS and CBC.
Additional Notes
See DWG VAL160101014 for valley details.
a
i 3'11"
3'11"
3'11"
Snow Criteria(Pg,m in PSF)
DeIUCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Pt NA Ce: NA
VERT(LL): -0.003 999 240
Lu: NA Cs: NA
VERT(CL): 0.006 999 180
Snow Duration: NA
HORZ(LL): li.aoi - -
HORZ(TL): 0.002 - -
Code/Mitre Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.057
TPI Std: 2014
Max BC CSI: 0.070
Rep Faa: Yes
Max Web CSI: 0.000
FT/RT:20(Ou10(0)
Mfg Specked Camber.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
Na 047162
STATE OF
n(0.0 r.wiw wnm.eaudwutyavwi
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Of
♦ Maximum Reactions (lbs), or'=PLF
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
D' 75 /- A /36 22 /6
Wind reactions based on MWFRS
D Brg Width =47.0 Min Req = -
Searing A is a rigid surface.
Maximum Top Chord Forces Per PI- (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 187 -163 B-C 187 -163
Maximum Bot Chord Forces Per Ply (the)
Chords Tens.Comp.
A-C 160 -148
�nry
omponrnrs. ua.
SEON: 6684501 T19 / EJAC Ply: 1 Job Number. 36CSOD50A
FROM: AH P 8 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 182E-Cali "C" LL OL,DR Hahn DRW:
Wg.23.8 Ibs Truss Label: EJ7 ... / ... 10/102019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCSCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Tap chord 2x4 SP 91
Bot chord 2x4 SP Nt
1
SEAT PLATE RED.
7
7'
Wind Criteria
Wind Std: ASCE 7-1D
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 K12
C&C Dist a: 3.00 R
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
a
Snow Criteria (Pg,w in PSF)
Pg: NA Ct NA CAT: NA
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mise Criteria
Bldg Coda: FBC 2017 RES
TPI Sid: 2014
Rep Fac. Yes
FT/RT:20(0yl0(0)
Plate Type(s):
WAVE
PP Deflection in loc Udefl Up
VERT(I-Q: NA
VERT(CL): NA
HORZ(LL):-0.014 D - -
HORZ(TL): O.D25 D - -
Creep Factor. 2.0
Max TC CSI: 0.496
Max BC CSI: 0.36E
Max Web CSI: 0.00D
Mfg Specked Camber.
VIEWVer. 17.02.02.1208.15
No 047192 _*
1t
STATE OF
G4M5959185a109C'dAa0E0E]ear FD F9
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on
C
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R. / Rh / Rw / U / RL
B 336 /- /- /259 /117 1173
D 127 A /- /101 20 A
C 171 A /- 191 1133 A
Wind reactions based on MWFRS
B Erg Width = 8.0 Min Req = 1.5
D Brg Width =1.5 Min Req =-
C Brg Width = 1.5 Min Req = -
Beanng B Is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply jibs)
Chords Tens.Comp. Chords Tens. Camp.
A-B 27 0 B-C 77 -161
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Camp.
B-D 0 0
failure to build the
� . The sulbiliy
[!llC1r
0I/lpOa2/lts, u�
SEQN: 668451 /T12 / EJAC Ply: 1 Job Number. 36CS0050A
FROM: AH Qty: 6 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali "C" LL OL ,DR Harlon DRW:
Wgt: 21.0 Ibs Truss Label: EJ7A / ... 10/10P2019
B
Loading Criteria (pst)
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
Bat chord 2x4 SP #1
R
SEAT PLATE REQ.
Wind Criteria
Wnd 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 pat
MWFRS Parallel Dist h/2 to It
C&C Dist a: 3.00 R
Loc, from andwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
7'
7'
Snow Criteria(Pg,Pf in PSF)
DefgCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CQ: NA
Snow Duration: NA
HORZ(LL):-0.017 C - -
HORZ(TL): 0.027 C - -
Code I Mise Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.505
TPI Sid: 2014
Max BC CSI: 0.373
Rep Fac Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specked Camber:
Plate Type(s):
WAVE
VIEWVer. 17.02.D2.1208.15
No 047182
STATE OF
cootsasezassmsescaaoece msem rs
W 10. YCN]WrNtlf YtlllwaYYwuela5Y.41
D.Ovt 6M <OI�
TY:tt W �dltelauaa9 mmIN3vN4Y+lv,! �E
W awhiw,muNaemm�matswYmmMdutrt+uc
moka.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw I /RL
A 270 A A 1188 /79 1151
C 128 /- P /104 121 /-
B 174 P /- 195 1135 /-
Wind reactions based on MWFRS
A Brg Width =8.0 Min Req=1.5
C Brg Width =1.5 Min Real = -
B Brg Width=1.5 Min Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Fames Per Ply (Ibs)
Chards Tens.Comp.
A-B 78 .152
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
icaule. nppiy gates m Cacn raw or wss one position as snown aoove are or. me joint usem users, unless name oenwse. Hererto
Is 160A-Zfors ndard plate positions.
a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure to build the
conformance with ANSI PI 1, or for handlingishipping, installation and brecing of Wsses.A seal on this drawrng or cover page
this Drawing, indicates acceptence_of fro_ ssmna1-pngineerins_ fespona bllity solety far the design shown. The euitahility
V irk.
ompontun'. u<
SEQN: 704637/T28I EJAC Ply:' Job Number. 36CS0050A
FROM: JAH Qty: 3 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C' LL OL,DR Horton DRW:
Will: 12.6 Ibs Truss Label: E.13 / ... 10/1012019
Loading Criteria (pst)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCOL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP 91
But chord 2x4 SP #1
C
fi
th
CDto
=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: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCph 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
a
21
Snow Criteria(Pil,ix in PSF)
DetgCSI Criteria
Pg: NA Ct: NA CAT. NA
PP Deflection in loc Udell 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 - -
CodeIMiseCriteria
Creep Factor. 2.0
Bldg Cade: FBC 2017 RES
Max TC CSI: D.174
TPI Std: 2014
Max BC CSI: 0.072
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specked Camber.
Plate Type(s):
VIEWVer. 18.02.01A.0205.20
WAVE
. s ;
s
R¢l1YNIY1rM,N Ym,piyalewvakra YWl
%UtMYaMn[Oh
wn£idtWiugCa Erc+"venmtttntibr6 W VLaJ rukC
va ea iw.l anuNtv�mw ouM wtld m wrdmmu
INSTALLERS
of
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R. / Rh / Rw / U / RL
B 193 /- A /162 !76 186
D 51 /- A 141 /6 A
C 64 /- /- '130 /51 A
Wind reactions based on MWFRS
B Big Width =8.0 Min Req =1.5
D Big Width = 1.5 Min Req = -
C Big 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. Chards Tens. Comp.
A-B 27 D B-C 29 -105
Maximum Bot Chord Fames Per Ply (Ibs)
Chords Tens.Comp,
B-D 0 6
to build the
true'
nmponems. u�
SEQN: 66B452/T16/JACK I
PIy:1 Job Number. 36CS0050A
FROM: AH Qty: 4 4EBB 1828-Cali "C" U. OL /DR Horton 14EBB 1828-Cali "C" LL OL,DR Horton DRW:
Will: 16.8 lbs Truss Label: CJS I ... / ... 10/10/2019
C
iz
B
M
O_
N
(V
=2M(A1) B
A
1
D
SEAT PLATE REQ.
Loading Criteria(ps0
Wind Criteria
TCLL: 20.00
Wmd Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C K t NA
Des Ld: 37.00
Mean Height 15.OD ft
NC13CLL: 10.00
TCDL: 4.2 pad
Soffit 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.00ft
Loc. from endwall: not in 4.50 ft
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.
a
5'
Snow Criteria(Pg,W in PSF)
DeftICSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(I-Q: NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.007 D - -
HORZ(TL): 0.008 D - -
Code / Mise Criteria
Creep Factor. 2.0
Bldg,;ade: FBC 2017 RES
Max TC CSI: 0.309
TPI Std: 2014
Mex BC CSI: 0.182
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
No 047182
STATE OF
wmsasslssbmscxaaae ge lssemrv.
w lsr-uc,ornrne.<wxwaaw,amV umr
,wnerrzvunwa.
eswo-«a..av+,exuw..,"wan,ue<:.�c+zm.eae
,ed,fa WiwRen'aWnmGmatbuNef m+q,MattuLL
aofo.
INCLUDING THE INSTALLERS
as snown aoove and on
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 263 A /- /208 /96 1129
D 90 /- /- /70 113 /-
C 119 /- /- 162 193 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Big 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 Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 D
rnrry
omponenrs. u<
SEQN:6 8453/T77/JACK Ply:t Job Number. 36CS0050A
FROM: AH Qty: 4 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C' LL OL,DR Horton DRW:
Will: 12.6 Ibs Truss Label: CJ3 / ... 10/1(nois
Loading Criteria (pst)
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 #1
C
O
s-
2X4(A1)
A 1
D
Wind Criteria
Wmd 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 K12
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.16
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
a
SEAT PLATE REQ.
3'
3'
Snow Criteria (Pg,Pf in PSF)
Detl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
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 / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
TPI Sid: 2014
Max BC CSI: 0.072
Rep Fee: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specked Camber.
Plate Type(s):
VIEW Ver. 17.02.02.1208.15
WAVE
Gom�5ar35p3a9C3[0.8oEDENaam Fe.
m�Vyi?IiP.>°=svu'sae%uawx,emnanL
Be{M1.Yc0OW { W OepYte(pnaLax w.LyiLil.t
tbk.
M"!6i!1aMCifGamaeMNXd.U149$Ii6t�SdPdilTk9
Yd9Y WtE9WYMPt�tt4ERWEYi WNtltlM WliC4M.k
TO ALL
to
INSTALLERS
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 193 /- /- 1162 f76 /86
D 57 1- A /41 /6 /-
C 64 /- /- 130 151 /-
Wind reactions based on MWFRS
B Brg Width=8.0 Min Req=1.5
D Brg Width = 1.5 Min Reel = -
C Brg Width =1.5 Min Reel = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chard Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum got Chord Forves Per Ply (Ibs)
Chants Tens.Comp.
B-D 0 0
Of
failure to buildthe
m. or The suitability
m
omponenrs. ut
SEQN:668455/TiB/JACK Ply:1 Job Number. 36CS0050A
FROM: AH Qty: 4 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Will 11.2 Ibs Truss Label: CA / ... 10/10/2019
Loading Criteria (pst)
TCLL: 21).00
TCDL: 7.00
BCLL: 0.00
BCOL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord Zx4 SP #1
Bot chord 2x4 SP #1
1
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: IT
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: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based an both MWFRS and C&C.
"IMPORTANT"
1,
12
6 � C
2M(A1) B
SEAT PLATE REQ.
M
o to
r
M
r
Snow Criteria(Pg,Pf in PSF)
DeB/CS1 Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in lac Udell L/#
Pt NA Cc: 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 /Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
TPI Std: 2014
Max BC CSI: 0.015
Rep Fac: Yes
Max Web CST : 0.000
FT/RT:20(0)/10(0)
Mfg Specked Camber:
Plate Type(s):
WAVE
VIEWVer. 17.02.D2.1208.15
wu.
a>nw"aasamaem..wnwovea=ae+�ea.d waa
mea4w.r cm.a,"ree.�m�+"r.nm�
\LL NOTES ON THIS DRAWING!
as
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /RW /U /RL
B 150 /- A /145 f77 142
D 11 /-1 /- /18 /10 /-
C - /-14 A /25 128 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Rcq = 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 seal plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
iilure to build the
or cover pa e,.
i. The suitabddy
V rrey
omponrnts. u�
FROM: JAH
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"
Top chord 2x4 SP 91
Bot chord 2x4 SP 91
Qty:4 4EBB 1828-Cali"C"LL OL/DR Horton MEBB 1829-Cali"C"LL OL,DR Horton DRW:
Wgt: 11.2 Ibs I Truss Label: CJ1A I ... / ... 10/10/2019
4"3
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: 0 to h/2
CSC Dist a: 3.00 R
LOa, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
a
W
12
6 F�:7- C
2X4(A1) B
SEAT PLATE REQ. .
o to
1'
Snow Criteria(Pg,Pi in PSF)
DBR/CSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in loc Well L/g
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: FBC 2017 RES
Max TC CSI: 0.163
TPI Sid: 2014
Max BC CSI: 0.015
Rep Fee: Yes
Max Web CSI: 0.000
FT/RT:20(0u10(0)
Mfg Specified Camber:
Plata Type(s):
WAVE
VIEWVer. 18.02.01A.0205.20
r. No 047102
>4
9_'; STATE OF
GBe15BBBSa 80909CBCM0f 0E flBe m f9'.
w»smmmu'v!"'1"vmrw4 uaugw3nµ
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R9)Nbfnn[9]a
nMY.3 [ipYi01aa6ttNifnlf0 Mi 6ruLb(0 gyuSaN (OLd
roLOa WA3 Y.1.M�)4naN"wlM W<pmay"Wlml[
KSwl
per IBI
unless
M
!1
♦ Maximum Reactions (tbs)
Gravity Non -Gravity
Lac R+ /R- 1Rh /Rw /U /RL
B 150 /- 1- 1145 177 142
D 11 /-1 A /18 /10 A
C - /-14 /- 125 128 A
Wind reactions based on MWFRS
B Big Witlth=8.0 Min Req =1.5
D Big Width = 1.5 Min Req = -
C Big Width = 1.5 Min Req = -
Beanng B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (the)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
of
failure to build the
g or cover pa e,
m. The sui bddy,
SEQN: 668457/T21/HIP— Tply:1 Job Number. 36CS0050A
FROM: AV. Qt9:2 4EBB 1828-Cali"C"LLOL/DR Hor4m/4EBB 1828-Cali"C"LL OL,DR Horton DRW:
Wgt 42.01bs Truss Label: HJ7 / ... 10/10/2019
i 6'3" 9'10"1
8'3" I 37" 'I
D
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.a0
Soft: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP 91
Webs 2x4 SP #3
SEAT PLATE RED.
Wind Criteria
Wind Sbt: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 ft
TCDL: 4.2 psi
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Loading
Hipjack supports 6.11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
"IMPORTANT' FURNISH
I t
l
6'14 9'3"4 9'10 1
Snow Criteria(PgPf In PSF)
DefgCSI Criteria
♦ Maximum Reactions(lbs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/defl U#
Gravity Non -Gravity
Pt NA Cc: NA
VERT(LL): 0,014 G 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.025 G 999 180
B 326 /- A A /154 1-
Snow Duration: NA
HORZ(LL): 0.004 F -
E 410 /- /0 /- /129 /0
HORZ(TL): 0.007 F - -
D 168 /- /- /- 1132 /-
Coda / Misc Criteria
Creep Factor. 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.31E
B Brg Width = 10.6 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.308
E Brg Width = 1.5 Min Req = -
Rep Fac: No
Max Web CSI:
D Brg Width=1.5 Min Req= -
FT/RT:20(0)/10(0)
r:
Mfg Specified Camber:
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Plate Type(sj:
WAVE
VIEW Ver. 17.02.02.1208.15
Maximum Top Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 9 -6 C-D 59 -74
B - C 295 .638
No 047102
r7
aem595aM5e1e9CXM0E0E 1963m F9
m^°^'v�l�W+mow una M mav,vanwy
M 10.. Ye rrn9IIP11b tin0pa0ilM YAlaiW �l
loMmY#ammic:6
+aaarosvae+,aawnmasaanus,.a�.e ne rNaa
M Oa LLL-i aMwbla6Ge we[ M wtla» m MhOe V3i
uNe.
Maximum Bat Chard Forces Par Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 578 -259 F- E D 0
G-F 570 -252
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G-C 101 0 C-F 314 -684
failure to build the
m. The suitability
retry
ompomnrs. w
SEON: 704fi41 / T34 / HIP_ Ply: 1 Job Number. 36CSa050A
FROM: JAH Oty: 2 4EBB 1828-Call "C" LL OL /DR Horton /4EBB 1828-Cali "C" U. OL,DR Horton DRW:
Will: 16.8 the Truss Label: HJ3 I ... 1 ... 10110/2019
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
HCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
-13
�-- 1'5"12
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 B
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Loading
Hipjack supports 2-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
8
SEAT PLATE REQ.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: Ni
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code /.Mise Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: No
FT/RT:20(aylo(0)
Plate Type(s):
WAVE
4'2"3
4'2"3
Defl/CS1 Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(Cl): NA
HORZ(LL): a.000 D - -
HORZ(TL): 0.000 D - -
Cieep Factor. 2.0
Max TC CSI: 0.143
Max BC CSI: 0.030
Max Web CSI: 0.000
Mfg Specified Camber.
VIEW Ver 18.02.01A.0205.20
No 047182
STATE OF
A ptix.NrwlNm�NuawsMa�rl"wi
uatnt�aamoax
Muet�pu+bWktrxwuYYaret<mWNmanw}ma ua6a
xM Ba t�litA WYYJ.mKN M1Np c WiG a,MiaMlftrtY
'ALL NOTES ON THIS DRAWING[
,LL CONTRACTORS INCLUDING THE INSTALU
installing and bracing. Refer to and follow the ]at
actices pdor to performing these functions. Instal.
sbeint of webs shalhave 6lraanap0insielled bper ollB
as shown above and on the Join Details, unless
T
m
T
N
1
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loa R+ /R- /Rh /Rw /U /RL
B 132 /- A A f76 A
D 22 A A _ 112 A A
C 57 /- /- /- 143 A
Wind reactions based on MWFRS
B Big Width =10.6 Min Req = 1.5
D Big Width = 1.5 Min Req = -
C Big Width =1.5 Min Req =-
genres B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Farces Per Ply ([be)
Chords Tens.Comp. Chords Tens. Comp.
A-B 21 -14 B-C 19 -17
Maximum Bat Chord Fames Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
nrte5'
ompaneers..
I
Gable Stud Reinforcervent Detail
ASCE 7-10i 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orl 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed,,15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
On 120 main Wind Sneed. IT Mean Heloht. Partially Enclosed. Exposure ➢. Kzt m L00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) Ix4.'L' Brace •
(1) 2x4 'L' Brace •
(2) 2x4 1' Brace •
It-'(1) 2x6 '' Brace
(2) 2x6 'L' Brace
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
{ f
#1 / #2
3' to,
6' 7'
6' to,
7' 91
as !A
9'. 3'
9' 7'
2, '
2' 8'
4• '
14' '
S P f
#3
3' B'
S' 9'
1 6. 2-
7' 8'
7' II'
91 1'
9' 6'
12, 0'
12, 6'
14, a,
14' 0'
U
Stud
3' e'
5' 9'
6' l'
7' 8'
7' It'
9. 1'
9' 6'
12, 0'
12, 6'
14' 0'
14' 0'
Q
HF
Standard
3' 8'
4' 11'
5' 3-
6. 7'
7' 1'
8' 11'
9' 6'
10' 4'.
11. 1'
14' 0'
14' 0'
Q%
#1
4. 0'
6' 8'
W 11-
7' too
o, a,9'
4-
-9' 8'
12' 4'
le, 9'
14'0'
l4' 0'
a
S P
#2
3. 10,
6. 7'
6' IOt.
71-9'
8' 11.
91. 3'
9' 7-
le, 2'
12, S.
14. 0'
14' 0-
03
3' 9'
5' 3'
5' 7-
6' 11'
7' 5-
9. 2'
9' 7'
10, it-
It, 8' -
14' 0'.
14' 0'
d
N
DFL
Stud
3' 9'
S' 3-
5' 7-
6' 11'
7. 5'
9' 2'
9' 7'
to, '11'
I1' B'
14' 0'
14' 0'
Standard
3. 6'
4' T
4' lt'
6' 2'
61.71.
8' 4'.
8' 11'
9'. 8•
10' 4'
13, 1'
14' 0'
#2
q1
010'
14' 0'
S P F
#3
4' 2'
T 1-
7' 9'
8' 9'
9' 1'
to, S.
10,
13, 9'
14, 0'
14' 0'
U
Stud
4. 2'
7' 1-
7' 6-
8' 9'
_ 9' 1'
10, 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
L
I H F
Standard
4' 2'
6' t'
6' 5'
8' 1'
8' 8'
10' 5'
10, 10,
12, 8'
13' 7'
14' 0'
14' 0'
O
#1
4' T-
7' 7'
7' It'
9' 0'
9. 4'
10, 8'
11. V
14' 0'
14' 0'
14' 0'
14' 0-
\Qj
/
S P
IX2
4; S'
7' 6'
7' 9'
B' to.
9' 3'
10' 7'
-1. 0'
13, 11'
14' 0'
14' 0'
14'. 0'
p
4' 4-
6' S'
6'. to-
8' 6'
9' 1'
10' 6'
to, 111
13' 4'
14' 0'
14' 0'
14. 0'
d
4' 4'
6. 5'
6' to-
8' 6'
9' 1'l
10' 6'
to, 11'
13' 4'
14' 0'
14' 0'
14' 0'
dard
4' 2-
5' 8'
6' 0'
7' 6'
e' 0'
10, 2'
to, 10,
11' 10,
12' 7-
14' 0'
14' 0'
#2
4' 10'
8' 3'
8' 7'
9' 9'
10'.2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
4`
9• B'
10''0'
11' 6'
12' 0'
-14' 0'
14. 0'
14' Or .
14. 0'
U
d
4 7'
S
91 8'
10 0'
11 6'
12 0
14 0`
14 0'
Ia• 0'
14' 0'
O
dard
jLstud
4 7'
7' 0'
7' S
'
11 6'
12 0
14'. C'
14' 0'
14' 0'
14' 0'
X
1
5' 1'
B' S'
8' 8
3'
It, 9'
12 3
14 0'
14' 0'
14' 0'
14' 0'
4. 10'
B' 3'
e' 7
2'
=91
11' 7'
12 1
14 0'
14' 0'
14' 0'
62
i
4' 9'
7' 4'
7' 10,
1
11' 7'
12, 0'
1
14' 0'
14' 0'
14' 0'
I4' 0'
Nd
a' 9'
7' 4'
7' 10'
'
11' 7'
12. 0'
14. 0'
14' 0'
14' 0'
l4' B'
dard
4. 7'
6' 6'
6' It-
'
1t, 6'
12' 0'
IT 7'
14' 0'
1 14' 0'
1 14' 0'
Da'aml brace option
ertical length may be
doubled when dloadnal
brace is used Connect
all,nal brace for 60011
at each ena Has web
total length Is 14'/
Vertical length shown
In table above.
Comect dit,ml at
AN RW Q7MPANY
1SIVLMMOMWOO
EaMCey,u)Cla46
aro
Hr ce
6 Dr-L #2 or
,ter lot
o,
race) single
8'
• doable cut
1-
l
s shown) t
.d.
uppererand
wanvma READ 000 inane xL Mms of not .
w'pYOtT.lHfrw Mdll91 11111t GRAVING Ta Ml a1HtWiloo ta1101t6 of I 1,11.OS
for
UR
Bracing Group Species and Grades'
Group A-
S race -Plow -Fir Hen-Fb'
a / 02 Standard F 02 Stutl
03 1 Stud a3 Standard
Do its Fir -Larch Southern Pine..•
63 4J
Stud Stutl
Standard StaMartl
Group BI
Man -Fir
61 b Btr
III
➢.. law F Larch Southern own,
al al
ae a2
1.4 Braces shall be SRB (Stress -Rated Board),
error lx4 So. PNa use only Industrbl 55 or
Industrial 49 Stress -Rated Boards. Group B
values ma be used with these rades.
Gable TrusS Detail Notes,
Wind Load tl f( tkm crlterlon is LI"'.
P,.vlde upgft onnectlans for 75 p(f over
Im ntmuo bearing (5 polo TC Dead L a
Oablw end Supports load from 4' no tluokers
with V 0' overhang, or 12' Plywood dverhahg
Attach 'L' traces wtth lad (a12B'r3.0' NN mIs
7( For (1) '11., braces space rm0.s at 2' or.
Inle' end 2am's and 4' . between zone..
')Kwar (8) 2' tiraces. eP.c. oats at 3' o,e
In IB' end .saes and 6' t.e. between .ones.
'L' bracing must be a nlninun of BOY of web
member length
Gable Vertical Plate Sizes
• Refer to common truss
design for
Peak. space, and heel Pious.
Refer to the Butting Designer for conditions
not addressed by this det.R.
REF ASCE7-10-GAB16015
DATE 10/01,` 4
DRWG A16015ENCIOIO14
Vertical Len tin
No S ke
Less Mm 4. 0•
2%3
Greater than P 0', but
Tess than ill 6'
3%0
Greater than IP 6'
4%4
TOT. LD. 60 PSF
SPACING 24.0'
Gable Stud Reinforcement Detall
ASCE 7-10, 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Cr, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 140
Or, 140 nph Vlnd Speed, 30• Mean Height, Enclosed, Exposure 0, Kzt = 1.00
On i,n nnh utm Snewd. 9n' Henn. Hw,nhi, Pnrtrmw Fnrinewd Fvnneunw II. Kve. a Ilia
S
2x4 Brace
Gable Vertical
Spacing Ispecles I Grade
No
Braces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace x.
(1) 12.6 •L' Brace x
(2)2.6 'L• Bret.
Group A
FG1.up H
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
hi / 02
3' B.
6' 3'
6' 6'
7' 5'
7' 8'
S' 9'
9' 2'
1t' 7'
12, 0'
13' 9'
14. 0'
U
S P F
03
3' 6'
5' 5'
5' 9•
7' 2-
7. 7'
B' 8'
91 l'
11' 3-
it, It-
13' 7'
14' 0'
HF
Stud
3. 6'
5' 4'
5' 8'
T 2'
7' 7'
e' 8•
9' 1'
it, 21
Il' It-
13. 7'
14' C'
c
Q
Standard
3' 6'
4' T
4' 11'
6' 2'
6' T
8' 4'
8' I1'
9' 8'
W' 4'
3' t'
4' 0'
Ql
M1
3' to,
6' 4'
6' 7'
7. 6'-
7' 9'
e' Ill
9' 3•
it, 9•
12, 2'
13, it,
14' 0'
S P
02
3' 8'
6' V
6' 6'
7' 5•
7' 8'
8' 91
9' 2'
11' 7'
12' 0•
13' 9'
14' 0-
03
3' 7-
4' t0'
5' 2'
6. 5'
6. It-
8' 9'
9' 1'
10' 1'
10, to,
13. 8'
14' 0'
(U
D F L
Stud
3' 7'
4' to-
5' 2-
6' 5'
6' it,
B' 9'
-.9' 1•
to, V
to, 10'
13' e'
14' 0'
Standard
3' 3'
4' 3'
4. 7•
5' 6'
6. 1'
7' 9-
B' 3'
8' It,
9' 7'
12, 2•
13. 0'
LI
P
01 / 02
4' 2'
7' V
7' 5'
8' 5'
8' 9'
10' 1•
to' 6'
13, 3'
13' 9'
14, 0'
14' 0'
:P
S P F
03
4. 0'
6' 7'
7' 5'
8' 4'
8' e'
9' ill
10' 4'
13, 1.
13' 7'
14' 0'
l4' a'
L
U
Stud
4' 0'
6' 7'
7' 0'
8 ' 4(
e' 8'
91 Il'
10' 4'
13' 1-
IT 7'
14' 0•
l4• o'
O
I HF
Stantlartl
4' V
5' 8'
6' 1.
7' 6-
8' 0'
9' Ill
to' 4'
111 la,
12' B.
14' 0'
14. 0'
0l
4' S'
7. 3'
7. 6'
e' T
B' III
Iw a
to' 7-
13, 5'
13" It'
14' D'
14' 0'
S P
02
4' 2•
7' 2'
7' 5'
8' 5'
8' 9'
to, 1•.
to- 6'
13' 3'
13, 9-
14' 0'
l4' 0'
03
4' V
5' 11'
6' 4'
7' It'
e, S.
10, 0'
'10' 5'
- 12, S.
13, 3S
14' 0'
14' C'
0)
D F L
Stud
4' V
5' It-
6' 4'
7' 11'
8' 5•
ic, o'
to 5-
121 S•
IT 3'
14' 0'
14. 0-
Standard
4. 0•
T Y -
' 5' 7'
7' 0'
7' 6•
9. 5'
ta, 2'
Ill 0•
It' 9' _
14. 0•
14' 0'
a
01 / 02
4' 8'
7' 11'
8. 2'
4
9' '
91 e•
10, 1'
ill 61
14' 0'
14' or
14. 0'
14' 0-
S P F
03
4' 5•.
7' 7'
8' 1'
9' 2'
r' 6'
. 10' Il-
11' 5•
14' 0'
14' b•
14. 0'
14' 0'
V'
U
(JF
Stud
4' 5'
7' 7'
8' V
9' 2.
9' 6'
10' 11'
lV 5'
I4' 0'
14' C'
14' 0' .
14. 0"
O
fl
Standard
4. 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, 1?
11' 5'
13' 7'
14• b'a
14' 0'
x
01
4. 10,
8' 0'
8' 3•
91 5'
91 9'
111 2+
11. 8'
14' 0'
14' 0•d
S P
02
4' 8•
7' It-
e' 2'9'
4'
9'8'Il'
1'
I1' 6'
14' 0•
14' 0•l4T�
_
_03
4' 6'
6'.30'
T 3'
9'l'9'
T
ll' 0'
ll' 8'
14' 0'14.
0'14'
0'
NDFL
Stud
4':6•
6' to'
7' 3'
9' V
. 9' 7'
11' 0'
ll' 6'
1 0'
14' 0'14'
0'
Stantlartl
Y 5•
6' l'
6' 5-
8' 1'
8' 7'
to' It-
Il' 5'
14, 8•
IT 7•l4.
0'
able Trucs
Dingonal brace o'u.
T
vertical length nay be
doubled Shen dlegonol
18'
X
brace Is used. Connect
L
I
diagonal brace for 6900
•L'
at each end. Max .eb
Br e4
I
tot.F length Is 14:
3KW:
2.6 DF-L e2 or
better d.,.I
T
Vertkal length shorn
brace, .Ingle
8,
In table above.
or double cut
4s•
(a[ [h..n) of
L
tj 1
upper end
corneae tllosano at
AN IIW (DMPANY 107,;Zoiv, amPoKwe < EimO V, t Iss h �
.tom. [ brace, 00 t
n I. In I&Ix awahl) a- goad W WB the an
manw+n wlr f one de.tn ao-
)ates,sw;rmelwi n r- am a " b t�'.`r.[pn.c[nr .1 the Eutatr,
E t tbb job,.B.-.
a wo reenlphel l wt -.<ahetorgi so
Bracing Group Species and Grades,
Group A,
S r Plna-Fir Hen-Flr
at / 92 standard E a2 Stud
03 stud M3 Stantlartl
Dou las Flr-L rah Southern Ire...
p3 p3
SWtl Stutl
Stantlartl Stantlartl
Group B&
Hen-Flr
XI { at,
e1
D...Fh-Lora), Southern Phe..i.
41 pl
E=i==j OR
Ix4 Braces shop be SRB (Stress -Rated ➢card).
..Far 1.4 !to. Pine use orAy'ITstrlal 55 dr
Industrial 45 Stress-RWNI Boards. Group B
values na be used Nth theca roles.
Gable Truss ➢etall Notes'
Wind La" Eeftectbn criterion to 1./240.
Provide uplift comectlons for 135 plf aver
contlnuous beartrp (5 p[f TL Dead LaaN.
,able end mpporte toad fran 4' 0' autlookers
.It 2. 0• over ,, or 12• plYvootl overMng.
Attach 'L• braces Nth IOd (a128'x3.0• nW na[s.
�( For (1) 9.' brace, space rolls at 2• as.
In Is- end zones and 4' o.c betveen zones.
3kH(For 2) 'L• brans, ePace n its
In to' entl zones and 6' ... betveen zones.
n.' bratlng rust be . rinlwn of 8BX of .eb
nenber length
Gable Vertical Plate Sizes
Vertical Len th No Salter
Less than
Greater then 4' 0', but 4%4
le[s tMn 12' 0'
t Refer to comson truss design for
peck, splice, and hoot pt.tes.
Refer to the BWWIN , ➢eslgner for conditions
not addressed by this detail.
REF ASCE7-10-GAB16030
DATE 10/01/14
ATE OP
A
MAX. TOT. LD,
OFi1�NIxaoux
�t'
NMAX. ,SPACING
ff
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 90% 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
'1
Refo
MIM
60
Tr
Gable vertical length
greater than 48' 'L'
or 'T' brace required
Refer to approprlate,Alphe gable detail for
minhnum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel oldies.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Example- 2X4
2X4 2X8
Provide connections for uplift specified on the englneered truss design
Attach each 'T' reinforcing member with
End Driven Nalls-
10d Common (0.148'x 3.',min) Nails at 4' O.C. plus
(4) nails In the top and bottom chords.
Toenalled Nalisi
lad Common <&149'x3',mIn) Toenails at 4' ac. plus
(4) toenails h the top and bottom chords.
This detail to be used with the appropriate Alpine Gable detail for ASCE
wind load,
ASCE 7-05 Gable Detail Drawings
413015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A130300.51014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A1215ENC101014, A14015ENCID1014, A16015ENC101014,
A18015ENC101014, ARC015ENCID1014, A20015END101014, A20015PE➢101014,
A11530ENC101014, A12030ENCID1014o A14030ENC101014, A16030ENC101014,
A1803CENCIDID144 A2003DENC101014, A2D030EN➢101014, A2003OPE➢IOIO14
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' RRInForcing 'T' Renforchg
Member Member
TornaO - Or - End -mall
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.
eb Length Increase w/ 'T' Brace
Example.
ASCE 7-10 Vlnd Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'ac. SP e3
'I' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30X = 1.30
(1) 2x4 'L' Brace Length - B' 7'
Maximum 'T' Reinforced Gable Vertical Length
1,30 x 8'7'=1112'
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
3D X
2x6
20 Y.
Q O u^\\If
AN (1W COMPANY
133B91aeM1odDMa
Eamrey, u0sd45
evwxuriv K" " ml1 KL KnES QT T pdvera
e TpNM1e i1R1mal ras a ww To ALL COnR.CIBIi R.YapIM'i TIE eSTNJJ]C.
Twwew requhe extr.me care h ialrkatbe, haMl<p, xhbphr SSW aim beach' Ref.r to dim
faaae w I.t.wt .dthn er Sort M.Leha mppa.w," Sant, Imorwtbn, by Tel " Saco ear way.ty
eroctic.. pile b pM.mh trosw Mcema. Owtaa....roa prw.M t.mparary Me[Yp pr aced.
xe.. rrat.e au.r.u., top chard.mu haw Wecerly attuAvol wtrvchrd wh.athhe arcI bMea. d.
.hdl row o propply attaclwe rypq map 'pop. Chown for pWmIim St latrol r.wtraht M ..bc
Inr. hr-*a butaa.e per BGtI ..cYmw B3, BT er HTO, u ep kaww .poly plet.w to eeN iac.
of tro. oMpo sltbn Sow erom abew uW on <ro JdM btolw, w retee otmerMm.
're., mph., a drbbi ry BASS,
ASS ofor arC.P rt : Grodutp . wlmll mat b r.wPSw1d. fer Sony e.rhtbn from
INS d•awbp any failure to had the true. h car fi ornarrce with ANS N 1, or for 1nMap, shgplp,
Mstamthm . b,.k, aI 1'..C.
A .1 an edw dyAp or mu.r pa Dwthe this rMxhp, hdcabw aIc.ptarc. of pof.wdwwl
y r. mwy for ef. dMpa.row. Tb oetebgry ere ue. a <Nw droeea
rs �.f..stw�w Y el'. r.aardkRtr of 1fi. Erdeno R:4 pr wmyml S s.IN.
Fee narw wwf thn So* tNs ydc grorol rovw ppaapp ere en.c. nil cm.w.
pl IIIE, .ee.a hwmu TPh .ww SHfN wnwhchWa ssu ..wbrsafec
'SI-1.11,
o'`T,6L FUpjipa�
TN"F�Epg"^y G
N e'.ta:
. xa Mn83 ie
r "c
s SGTF of jf¢i
:to o.��.
SB{nmPLF^���
***om"'.l'•,G"�n
""'""'
._.._.....».._
- — -
MAX. TOT, LD. 60 PSF
REF LET -IN VERT
DATE 10/01/14
DRWG G13LLETIN1014
BUR. FAC. ANY
MAX. SPACING 24.0'
W4X4, Min, Hip Frame Details Hip Frame
B
—�
24' Common
Tes
W1.SX3 T�
Typ. Stepped Hip
System Trusses
2x4 Chords 2x4 Purlins
W3X4, Min. )K Hip Frame, 'R'
Hip frame stops at plumb cut of
jacks to maintain pitch continuity.
Setback] n i cl #1 Hip
Pitched and Sheathed
Chord Area
Hip Framew
--------- --- / B 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
#1 hip with 0.131'x3.5' nails @ 6' o.c, maximum spacing.
Hip Frame
Section B-B
w Hip frame lumber is SPF, So. Pine, HF,
or ➢FL 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,
purlins must be intact and properly attached. 4Setback— Stepped Hip
System Trusses
Use this detail for,
ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer,
ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially. Enclosed, Cat II, Exp C, chords of stepped hip system -.must be So. Pine lumber.
Residential, Wind TC DL=4.2, Kzt=1,00 sf, Structurq� panels must be properly attached directly
P To hiauY�AW YlArlins.
ISlfl9lake Dr
EaMary.MOms
aca.q
HIP FRAi
10/01/14
Y
Valley Detail - ASCE 7-10; 160 mph,
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Hot Chord .2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2., DF-L #2 or better.
xx Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3,5') nails toe-nalled for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed.
Building, Exp. C, Wind TC ➢L=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted In lieu of fabricating from
separate 2x4 members.
All plates shown are ITW BCG Wave Plates.
3X4
12
\�E
12 Mar.
2X4 X4
i 8-0-0 max -i
4X4
20-0-0 (++)
Supporting trusses at 24' o.c, maximum spacing.
AL C
MI eW0Dt~f
I MA9 L.WNNA ON.
30' Mean Height, Enclosed, Exp, C, Kzt=1.00
Unless specifiedotherwise on engineer's. sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and .grade or better, attached with 10d box
(0.126' is -3.0'> nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as. shown In DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purlins at 24' o.c. or as otherwise specified on engineer's sealed design
or
By valley trusses used In lieu of purlin spacing as specified on
Engineer's sealed design.
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley Is measured along. the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Valle
Spacing
Pitched Cut
Bottom Chord
Valley
2X4 Q oL\P
SP
,
� m Tdt DUVOG
m ,.u. mnw.cnws om.,mma TE var••��. p�1••
m,.a.y ,rutt+c wtWNp a,a pryyp a.v,. m ew
wS SeM1tY Hf�etM. hY TM vq SXN fd.efe<Y
tmn, w+n f'eNe. t..wa.y v«L� c,• ¢au r
>rWrrlY .tt.Wtl ,tutM.l WattYB Mt<owNW
tb�, ,M.n fy pemarcrk Nimtl .taMebit of nb., _�
BJ. B> w IIO. n ppgl�py4�. Mply GNffs. to ea[F fnu
W� NWc. Lve btl etNe'M,a. =
rrcow� Irc, aM4 m0 be rv,pwu0lr Iaf • dnb4m frw
viienu�re .IN NlSVi01 4 u fx Iwd ,64W. i q
tw a...ro. route¢ .=towr=t of reftwen.l = ?�
cm,. n. ,wn,r, w �. tf uf. tlrotN O
bJpiO pnW, PI' Ma511Y1.5 Sr[E ^.
2X4
Cut Stubbed Valley
Chord End Detail
4X4
Ir—
Optional Hip
Joint Detail
Partial Framing
Plan
L IVIAA>"-,� TC LL 30 30 40PSF
D
�C DL 20 IS 7PSF
yBC DL 10 SO LOPSF
C LL 0 0 0 PSF
TOT. LD. 60 T557PSF
..a° SPACING 24.0'
Piggyback Detail - ASCE 7-101 9160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
ar 140hmph. vhtl, 30.00 Ft N an MgtS S Ell-10,1 EncloseddBldg�loeadted o ywhere In "of,�PExp D.nwind ➢L=05.0 psfn (Nn), Kzt=14.
Notes Top chords of trusses supporting piggyback cap trussesmustbe adequately braced by sheathing or pu,(Ins. The: bundling Engineer of Record shall
provide diagonal bracing or wy other suitable anchorage to pernanently restrain. purllns, and lateral bracing for out of plane loods over gable ends.
Maximum truss spacing Is 24' ". detalt'Is not. applicable If cap supports additional loads such as cupola, steeple, chrrey w drag strut loads.
xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications,
Detail A ( Purlin Spacing = 24' o.c, or less
Piggyback cap truss slant orolledo.m s all top chord
12 purlln and cure t. c chard
with
box noels grade scab
Up to 12 I I I \ U side secure
at each end) h attached with scab
2 rows of led box marts (1128'x3') at 4' o.o
Top Chord Scab (Typical Each Em l) Flat tap chard purling required at both
ends and at 24' max o.c. spacing In between. -
Detail B , Purlin Spacing > 24' o,c,
Piggyback cap) 16d slant malls
(0 to all top chord Cunha
bracing with (2) 3 box nuns <Q side
one and eachsecure top
chord with 2x4 p3 grade scab CI skis only of each end)
attached with 2 rows of 10tl box natty 00.I28'49 at 4' o.0
12 Attach pur➢n bracing to the flat top chord
using a mWnun of (2) I6d box nails (0.135'x3.5').
Up to 12 V ii ii
Chord Scab (Typical Each End> Chard
Depth
Notes If purllns or sheathing we not
truss, purllns must be Installed
ANR\y( IVLIIA 'y luv: trowq,
hwmnatim, a
111891atr4aM0,he I(w a^Y wN
Enna Cny,Ma 8XN5 alfl
ra.cm>mercr � aad�a
Flat top chard purling required at
both ends, Curtin spacing > 24' oz.
d on the flat top of the base
o.c. max, and use. Dotal. A.
OF
Attach purlln bracing to the flat top chord
using (2> 16d box nails (a135'x35'>.
The top chard 03 grade 2x4 scab may be replaced
with either of the following U) 3X8 Trulox
plots attached elth (8) 0.120'x1375• nails, (A
Into cap TC b (4) Into bose truss TC or (1) 28PB
wave piggyback plate' plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xL375' marts. Notin Nosing thru holes of
rove plate Is acceptable.
r1m.ddIft., addltbn, provide connection
th one of the fo➢ointhods8 Trulox plates for 2x4 chord member, andrulox plates for 2x6 and largr chords. Attach to each Face 2 8' ac. with (O1375' nails Into cap bottom chard wd (4)e truss top chord Trulox plates nay be
red 4' oc. Front to back faces.
ated Gusset
7/16• (nIN APA rated sheathImr� qquusets
face). Attach 2 8' o.c. xlth 01 6d common
(O.113'x2•) malls per gusset, (4) In cop bottom
chord and (4>in base truss top chord. Gussets
may be staggered 4' oz. Front to back Faces.
2x4 Vertical Scabs
x4 SPF 1112, full chard depth scabs Ceach face).
ttach 2 e' no wIth (6) 10d box nails (0.128'x7)
eP scab, (3) In cap bottan chord and (3) In
ase truss top chard. Scabs may be staggered
ac, front to back feces.
28PB Wave Piggyback Plate
One 28PB rave pi gybock platetoeach face
fabrication. tcth ceeto suppa0 Eing`trusstw th F
(4) 0120'xL375' malls per face per ply.
Piggyback plates nay be staggered 4Y oz. front
to bock Faces.
F PIGGYBACK
TE 10/01/14
WG PB160101014
CLR Reinforcing Member Substitution
This detalt Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method is desired.
Notes;
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-relnforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative
Reinforecenent
'Size
Restraint
T- or L- Reinf. Scab Reinf,
2x3 or 2x4
I row
2x4
I-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
I row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6W
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
C(0 Center scab on wide face of web. Apply (1) scab to each
face of web,
T-Reinforcement
Or T-Reinf.
L-Reinforcements or
L-Reinf.
Apply to either side of web narrow face.
Attach with IOd (0.128'x3.0',m1n) nails
at 6' o.c. Reinforcing member Is
a minimum 80% of web
member length:
V� I�
T-Reinf. L-Reinf.
Scab Reinforcement!
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length.
Scab Reinf.
wnevmm. aw rrm raenv .aa rams a ras mava88 �a"' "'r%„ TC LL PSF REF CLR Subst.
..namrxrro maim+ was aevoc Toraioimwcraas aaunwc nc naTuams `,, ��EL Mq
Try. npr. ..e.l. re.. a. °.emmaw. ""°"c. pdy�, °"a'""`.'°. a.r.. G one 9!/ a TC. DL PSF DATE 10/O1/14
tau. W uGat .wtkm aI BCL ®ump fapo,+nt snireY rnfarro TPi uq SBCP) rw aafNY P
rra<lx.. o-a G p.rmyp m:a. rvewa. awtuwra atoll wgYw G.ryw e.o a.r asa lCE1tISt 7i
uGs. meae om...w., mo rwwa wu m» v 1.tlr oGatl 1 . .�.m wt. r ema d�a ?`C� _� F �� C DL PSF DRWG BRCLBSUB1014
oncwtr atmwa w�a o-eb umeww s� .. r- e.r.in..n! a<.ru re.mans ol..e. NN6,
doll riow baby evmuq p.r ectl rrcam. 83. 8) r B10. .. tatln PpgY do!<. <o aoa� ra.e
d Lill 'r a.. w j�.na .a ab...ee....,a e. C LL PSF
Rer.r G M1e.1p. IfO" ra' YtWYa t. pOSlehln -
a.wa o+ mr aaa�t r�.,rt. wu ,we e. r..p.nvel< ro. en a..aw,-rrw .. OT. LD. PSF
AN Ira'YQ]MMHY w. en.ay. b rou...o ae U. wu a w mn umrtrl 1, or rw nosy .arpy, s q '4 E OF
wmmum a envy w l ...
...w a !ntl a•..wo or m». wo- n.eay tw ma.re. MmG, ea+nm.t. a r.or.aaaa 9
w�.M M enxr r� a. a wl wo.�. Tl. wmmnr wa w. a ew o-a<wo �i ts' I` ���°` ,(,V DUR. FAC.
later utewa orae for oat y etrmw`� m SF. r•asualtr ° w a�w unv.r oar Nisvivt ! sxs V i
em:n enr.uo aw+s .,. .>,m.. ram! m .:.,,°.t• .': .°0.as:w fe"iro't.°. u�oramn �° t4/A,�., .en\�)�i�. SPACING
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load
or web member.
This design Is valid only for singgle ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B)= Damaged area, 12' max length of damaged section
(U = Minimun nailing distance on each side of damaged area (3)
(S) = Two 2x4 or two 2x6 side members, :same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member length(s) _ (2)(U + (W
Scab member length (S) must be. within the broken panel.
Nall Into 2x4 members using two (2) rows at 4' a.c., rows staggered.
Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered.
Noll using lad box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detal( is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
s
L L
4' O.C.
TYPical ~
+ 0 + 0 + 0 + o
0 + o + o + o +
—I 2' H
Stagger
Back Face 10d Box (0.128' x 31, min) Nails,
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Rpw Staggered
Nail Spacing Detail
AN (iWQ)MPAN'/ HU dwtYG• Y feB�v{ b b1E W 4uss M
F(fnWtbl { b4CN9 OI YUSNt. pe /� d�ol vl W 116Kk2y ff Wnl'[�1H N�
t1t89La,WroY OMa CQ ury sb�C1W['�yy�Y'ea»iW{Y pt yw
EeM C�*/. Ma 89N5 µyy E, ����yylt�oN ttl���fpnc�t
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
24•
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36,
24700
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42'
2975#
3045#
3505#
3835#
Web or Chord
2x6
-4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
1 4070#
4445#
Web or Chord
2x6
5165#
5280#
1 6095#
6660#
nos auvan
aalmnc nE srurwuxs
ssmt s: ony eevaaon rr�•'O STATE OF
39p^.'c<0RlOP
M tfb C'aWp `•
4,SS�ONAL OI �
24,0'
MEMBER REPAIRi
10/01/14
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
LENGTH T0TRIM FILLER
r EXISTING FILLER
FRAME CHORDS.
USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS.
LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION.
IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
BOTTOM
ER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
S, BEARING LOCATIONS,. ETC, IT IS NOT POSSIBLE TD DEVELOP A
BARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
ING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
R TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
IN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
D AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
_TLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
ECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AN
11Tfl9 La`e4m10rke
Ee�CJy,M0 p015
ua.T F �m0umi
r w erm,a �
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FO
1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION
2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
3. LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME.
4. DRAG LOADS CONNECTED TO. THE FALSE FRAME.
5. TOP CHORD APPLIED FALSE FRAMES.
6.. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0').
S. FALSE FRAMES ON CANTILEVER .SECTIONS OF A TRUSS.
INVOLVE CUTTING OR DAP
CONDITIONS OR SUPPORT
MAY
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED. AT EACH END IN ADDITION TO ABOVE REQ.
JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
Bd NAILS (0.113x2.5') E 3' D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0.120') xL375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY). .._.
STATE OF
\1 ORIVi
F BC FILLER
TE 10/01/14
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind,
EXP ➢,
30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere In roof,
BC DL=6.0 Kzt = 1.00.
wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00. wind TC DL=4.2 psf, wind psf,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with IOd box (0.128'0,0', min)
nails at 8' o.c. plus clusters of four naps where shown in figure below 00.
NOTE+ #2 is the minimum lumber grade allowed for all species,
NOTEi Add 210# uplift (max.) to reported truss uplift for wall connections.
12
2 TO 12�
3L
� cn
L
24' MAXIMUM
mrsmlra. Rr+s xm fnuv xl. rms a nm eRnvun - - : daJ �iY''+ TOTAL TOP CHORD REF _
..owlr[vl.[ rufavl ras auvvc m xi �llRuma waumc nc aarumt
wRease braOc 0.ff[+ w pEN$ (n �'� LOAD N07 TO GATE
2X4 SCAB O.H.
10/01/14
*rvzu[ r.♦.h. [,o-.°f [•rf h am.tbmv, n°•auy ftr'fe.o .w
."
rwm. w i•e[[! finea w sa wmv vw�a°esar[!Y wrs.oam. tr *Rl ontl: r[f W."g� V� F C'��% EXCEED 40 PSF
wwvr[ `"°" t.w•f[n• °°+ erst
OHSCB2X41014
a°"°' No `f (DEAD PLUS LIVE)'
to wlvf.tr.. ![b e.+tl .nm n•w [.w.rlr •!<°wa [t,.�^e^I m.°'we'°�°"� b^n°" n`°'° � DRWG
pw [u[[[ w•tr^ tb wirvwn wo "^�"°"`
.M[
cVnll r°w. ° paPMY °tbtivtl r1yC uW l°c°tqv Uibm fw pu.ecw.t kt[wl ,raLroMC °r
cMll Mw trotl�p M[!°IW GM SCSL [actin[ 6l. 8i w' 910. n[ y�y�tl� .�qy p°M t° wN f°u
bWM ulna �utW'etNr[I...
I frvcs °rW poUtM °[ d°m °Gew °M M tM JeFt
d �� Reh+ <° in[W[ 16b1K fY [tuW[tlpl•!f f°rltbm.
u.bu.p[ tf •.vR•m[ ry OF Q:
a nu aemro wc°w°<[
iul my WMPr1NY w. e<.rs. •°r fdv[ b bvw w[ wa[ h . an mnv�n 1, @ rm bR�mia. =r>oa+b. %'�9 F� �Lf�
0 R\�P
e [ta °. sHz e[ww [. mw+ rou utu°R ew o-•wo; hamtn � of va°'°rmon.'°�"1 O �` DUR. FAC. 1.15/1.25
w°lr r°+ w an.n rr. stlmeutr �g,+�j
tltrn r (]NA,.��Ol�•t SPACING 24'
fvasuuem�mv[ rb+ nrr 43eeb•fYn ue tW Job[ Of+.ro� rw. pY •^tl wrc[ [eb
F2M1t CT/.UO QOCS yyprj w[UD�'Mbt°..I T [w.tbh.t° ,, S6CM .n.ftcMntryvO, IW [..lC[[°I[.ap -
12 ,(2) 16d TOE NAILS
1 VARIES p OP71ONAL SCISSORS BOTTOM CORD
(2) 16d TOE NAILS.
8-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
N.T.S.
Iz
vAR1E5 p
TYPICAL CORNER JACK (CJ)
N.T.S.
TYPICAL CORNER
I SET INSTALLATION
TYPICAL IVADING (P.S.F.)
n�: sxlnn R.
TOP DLOAD: 20 20 EA
TOP Om D LOPD 15 7
BOTTOM .DEAD LhAO: 10 10
TOTAL: 1 37
STRESS1.25 1.25
WIND DESIGN: MAX. 180 MPH PER
ASCE 7-10 MAI(. 24' O.C.
..WARNING-- Read @ F Ilow all notes on this drawing.
Fumish this dmwing to all Contractors including the installers.
—(4) 16d NAILS
See Connection Detail
—(4) 16d NAILS
See Connection Detail
I
TOM
TYPICAL CORNER SET LAYOUT
N.T.S.
tz
B V�6 p
(4) 16d NAILS
See Connection Detail
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
,vEL'h�ART ,�i
r'E IV
? No MANUEL MARTINEZ, P.E.
�//G : s FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182
STATE OF . 44/:
4j
OR 1.0
O B'_B' ELEV.
1`—SI
d-
n
CF
C.
'O
EV
ry
MA,ce,l A'h Av- ion
REVIEWED rti 111c- 1+400179ar
APPROVED TRUSS ANCHOR BY BUILDER
V4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6 /
— 0 BRG.
R
LOTH NOTED
H"
TYPICAL ETRUSS END
All SPACING IS 2Y aG EXCEPT AB sxoNN.
00 NOT aT OR ALTER TRUSSES MT101R
"TIlmZATON FROM THS OFFICE.
THIS OiF10E MUST BE NORREO WMN 10 DAYS OF SMPYSNT OF
ANY BROKEN COMPONENTS AND/M Wm11G PIECES.
NO BACKCHARQB WLL BE HONORED.
WARNING
0eN'4PIL1 xw:m3om. M2NYUYCx�, u ix19:M4NL N9n
m' mn�N uR 0.v�4mN
PpC WaW MO �W4OC Nu�W 4Romm
m umc �. iu�o6 al lu6m q9 �m®OWMrt w'0
NOTE
ITrs. Rf4 TY OF WE B. .odawa
µ.TECT ro rMMME IH ..t TE aYxEO. FW TWs5F3
ro mB=.RUNc macTUl¢ FEF aArnas RwAN a mus
wISMfl8x4 � Z Carl. fpt YEOWBWL EQSPA6 ONT
/!0/a RLu9Nc (.V0 n0G11XErnas) M IILa
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Nna ro FI&dGnw.
TYS O}IPµY IS A IRVSS YIHIPACNNR MNME
12WM9BMT61AE Wlm 10 MOSE C644®m M WRA
i-IYBS bma IV�wS®116'. ACOYAIX[1Y. R d54MYS
�aE MIM�YS oow R WGw C�il¢TV ff BY pMlnaHNuam
BxAOX4 1FL5$ MINIIFACNNII TOS QYPµY.
APPROVAL SIGNATURE
YdIR 9aAryPE MnL AIXNOx1mfF.
1) AUNvwna ro PRo® W1x FAe. wnoN
:) vwmuna OF Au oMDsaS Mo mmnas,
MClllgxa w1LL WIaTS F. F, a xFII..T.
a\EAIµCS mWl4 ETG.
m TINSSES ML BE YAff M SIWCf AtlANAV�
Mn1 Ills lldh5 uYgll.
Q I xµt IYIn ATm ulmExiTAw ul xoTcs uTo wAPlw¢
a Nrs P. Axo AoeE ro az earn n NEY
nT E
.ATE
REQIFSIm T.WI55..F T.ATE
µNK TgUSS 9t? OAIE 5 BASF➢ OX Nq WNSXT LpIHRY WQtYA£ I
• � a
COMPONENTS,
BIW�^
J' a Z
CO
PONEN
mmDmxw.IDaMla.ax