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COMPONENTS,
LLC
se Blvd.
34736
9-9429
RANEY COMPONENTS
Qney 19900 Independence Blvd.
Groveland, FI 34736
On1�lOneJVS, LLC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS0105A
Printed: Fri, Oct 11 2019
—Job information:
Address.
EORRsmeend License Number:
customermue:
Creekside Lot 1051A
DR Horton
9300 Potomac Or
Description:
C/N Stale ZIP:
4EBB 1828-Cali °C'
Fort Pierce, FL
—Loading Information:
Floor Lows:
Roo/Loads:
TCLive: TCDead: BCLIve:
Bolles@
TC LIve: TC Dead: I SCLJw: accent.
20
7
0 1 10
0
0
0
0
Bldg. code. Mnd Std: Wind Speed: Bldg Useage: Building Type: WNd Type:
FBC 2017 RES ASCE 7-10 . 160 Residential - CAT II C M WFRC & C&C w1M
Pages or sheets covered by this seat from: 1 thru 24 Total 24
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DESCRIPTION SEONO
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Page 1 of 1
SEON:668252/T70/COMN Ply:1 Job Number:36CS0105A I
FROM: AH Oty: 11 4EBB 1828-Cali °C' /DR Horton /4EBB 1828-Cali "C' ,DR Horton DRW:
Wgt: 224.O Ibs Truss Ube]: Al / ... 10/11/2019
� 644
4+T70'a6it '15 �1596'10' 6315
517
4 +316T4
6'4.9
SEAT PLATE REG.
e2X4 EE4X6 -3X4 =3Xa �3X4 =4M li
SE TPLATE REQ.
39'a'
F1T E213 I '3 +4� 19910' + 25T1 +2TBT'S'3 F 392'813 Fly
121
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'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 h
TCDL: 4.2 psi
PODL: 5.0 psi
MWFRS Parallel Dist:0 to h/2
C&C Dist a: 3.97 ff
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 -
Bot chord 2x4 SP#1
Webs 2x4 SP #3
Bracing
(a) Continuouslateral restraint equally spaced on
member. Or 1x4'f" reinforcement. 80% length of
web member. Same species &SRB grade or better,
attached with 8d Box or Gun (0.113°x2.5',min.)nails
0 6-oc.
Loading
Truss passed check for 20 psi additional bottom
chord live load in areas with 42°-high x 24°-wide
clearance.
Wind
Member design based on both MW FRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Miss Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CS1 Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.187 O 999 24
VERT(CL): 0.333 O 999 18
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 Specked Camber:
VIEW Ver: 17.02.02.1208.15
400tsassrsmmscxAaoEreT9mmP9
r.a.amxun;ra�+w m � a ww,
npc.�exrtmiwib�fNs+s.• emq+vwi
wwseaPuau«em,.wea,mew�w.e�xa.4 �a
mdlm w.rw.mauownm»mnae Mwmmdm,aac
LOW ALL NOTES ON THIS DRAW INGI
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
I
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1654 A /- /961 [709 /445
J 1654 A /- 1961 /709 /-
Wind reactions based on MW FRS
B Big Width =8.0 Min Req=2.0
J Big Width =8.0 Min Req=2.0
Beadnas B & 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 0
F-G
1114 -1906
B - C
1492 -3056
G - H
1255 -2428
C - D
1227 -2466
H - 1
1228 -2467
D - E
1254 -2427
I - J
1493 -3057
E-F
1114-1906
J-K
27 0
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
B-R
2573-1193
O-N
2105 -826
R - O
2670 -1193
N - M
2671 -1195
O - P
2670 -1193
M - L
2671 -1195
P-0
2104 -801
L-J
2674 -1194
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R-C
276 -5
O-G
494 -777
C-P
418 -596
G-N
464 -164
P-E
464 -164
N-1
418 -597
E- O
494 .776
I- L
276 - 6
F - O
1385 - 751
BEON:66B255/T13/COMN Ply:t Job Number: 36CS0105A
FROM: AH Dry: 7 4E88 1828-Cali "C" /DR Horton /4E8B 1828-Cali'C" ,DR Horton DRW:
Wgb 260.4 Jos Truss Label: AIA / ... 10/11/2019
6'4'9 +T160614'5'4'159 I 15'5'9 + 6'4+ 26'93199 e3'3
228-121 �9'6
�
SEAT PLATE REO. SEAT PLATE REO.
39'8'
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Sell it: 2.00
Load Duration 1.25
Spacing: 24.0 "
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
1' 6'2'13 5'9'3 2'0'1�2'10'
6'2'13 F 12' I14'0"1Pi 19'10" + 22'8'�
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzb NA
Mean Height: 15.00 ft
TCDL: 4.2 psi
BCDL: 5.0 psi
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 It
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 T' 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 MW FRS and C&C.
Snow Criteria (Pg,Pf 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 Std: 2014
Rep Fee: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in too Udell U#
VERT(LL): 0.244 G 999 240
VERT(CL): 0.457 G 999 180
HORZ(LL): 0.128 M - -
HORZ(fL): 0.240 M - -
Creep Factor: 2.0
Max TC CSI: 0.613
Max BC CSI: 0.599
Max Web CSI: 0.980
Mfg Specified Camber:
VIEW Ver.17.02.02.1208.15
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /- 1960 1708 /445
K 1561 /- /- /959 1708 /-
Wind reactions based on MW FRS
B Brg Width =8.0 Min Req=1.8
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 Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B
27 0
G- H
1424 -2568
B - C
1489 -2859
H - 1
1743 -3379
C - D
1225 -2257
I - J
1722 -3418
D-E
1252-2218
J-K
1477 -2841
E-F
1112 -1740
K-L
27 0
F-G
1509 -2514
Maximum But Chord Forces Per Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
B-U
2497-1190
R-O
20 -9
U - T
2494 -1190
P - N
2985 -1303
T-S
2494 -1190
O-M
36 -15
S-R
1920 -800
M-K
2477 -1179
f;jq>Xttiid$ll�
V+w.��Jf16
Maximum
Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
No 047962
U-C
276 -5
P-G
195 -122
:.rt.
C-S
416 -608
P-H
601 -1075
'
S - E
463 -160
H - N
B07 -357
E-R
494 -720
N-O
114 -4
TAT QI j(f�y
F - R
42
N - M
2557 -1218
. �±l b.
F - P
1098
2273 -1098
N - J
527 -162
(olq'A' ..-* ,y'si
R - P
1879 -657
M - J
390 -685
4901335828SO4p9C3CA4pf GE]9fiamf9•
emnncunawu ycyeaw mew+aw+vuanui
n tA-�aau+tsn w emxw.xa,.�mta awL
rm»e�a uatausnaw�t�udxd vmt4
.mmv"w.,me�ouen Wam�eN�emaimwyeieecu
as
INCLUDING THE INSTALLERS
SEQN: 668250 / T9 / HIPS Ply: 1 Job Number: 36CS0105A
FROM: AH Only: 1 4EBB 1828-Call "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 246.4 lbs Truss Label: A2 / ... 10/11/2019
i 64'8 FT106T 4? f9 +208 9 I 31'10' I333'd 398'
6'4'8 16 d'5'14 69'9 18 6'P9 4'69 1We
—
=5x6�5x6
F G
Il =3X4 =3X6 =3X8�3X4 =3X6 =3X4 112X4
SEAT PLATE REG,
1' 6'2'12 5'109
39'8'
1'11'} 5'1"12 1'6' S' 1'11".t}
SEAT PLATE REQ.
5'10'3 6'212 1'
F
62"12 12'0'15
14' 1 19'1"12 I
11 25'6" 2]T1
NE �- 39'8"
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deb/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 -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.156 P 999 240
LOG Rt / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.292 P 999 180
B 1561 /- /- /964 /710 /428
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.068 M - -
K 1561 /- /- /964 1710 /-
Des Ld: 37.00
EXP: C Kn: NA
HORZ L : 0.126 M - -
�)
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 It
Code / Misc Criteria
Creep Factor: 2.0
B Br Width = 8.0 Min Req = 1.8
9
Soffit: 2.00
TCDL: 4.2 psf
BldgCode: FBC 2017 RES
ax
MTC CSI: 0.444
K Big Width = 8.0 Min Req = 1.8
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.536
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0
C&C Dist a: 3.97 it
Rep Fee: Yes
Max Web CSI: 0.665
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
--
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A-B 27 0 G-H 1149 -1820
Lumber
B-C 1500-28M H-I 1352 -2348
C- D 1333 -2384 I -J 1333 -2385
Top chord 2x4 SP #1
D - E 1351 -2345 J - K 1500 -2823
Bot chord 2x4 SP#1
E-F 1145-1814 K-L 27 0
Webs 2x4 SP#3
F-G 1101 -1552
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Bot Chord Forces Per
Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80 % length of
Chords
Tens.Comp.
Chords
Tens. Comp.
web member. Same species & SRB grade or better,
B - T
2458 -1193
P - O
2059 -951
attached with 8d Box or Gun (0.113"x2.5",min.)muls
@ 6" oc.
T - S
2456 -1193
O - N
2059 -951
'
-
S - R
2058 -921
N - M
2455 -1203
Wind
R-Q
2058 -921
M-K
2458 -1203
Member design based on both MWFRS and C&C.
;9�.1�#�+yMg��o
Q P
1Fi47 603
YOFEN '�..•. eQv_i°orro
�f`T
Maximum Web Forces
Per Ply (Ibs)
Webs Tens. Comp.
ft „
Webs
Tens.Comp.
a t4071�
skis
T-C
216 -6
G-P
537 -311
C - S
309 -440
P - H
474 - 697
r.,C1i «tea
S-E
426 -151
H-N
427 -153
STATF .$u1
E-Q
-
N-J
6 -438
.. •
om✓s9Z:'.4`P :. _:. ot�:•.+<a�
F-Q
Q-G
541
541 -377 377
317 -297
J-M
21276 -8
asmse sale sososc xaace ce ]aasra m.
rtytt omrnr<. a.amaw+am+..znrr xw!
ma.
mrc.arae,a nsoxeou maaarmu:s.ntYmd waa
wde.cw muea«memmr+x+vmx
amm
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI an r� SECA) for saty practices prior to performing these functions. Installers shall provide temporarryy
BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin0 and bottom chord shall have a pro pperly
�id ceilln Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610,
e. App y lat s to each face, otPtruss and position as shown above and on the Join l Details, unless noted otherwise. hefer to
60A-Z for sQan�and plate positions.
vision of ITW Buildin Components Group Inc.. shall not be responsible for any deviation from this diawidq an� failure to build the
lformance with ANSV7PI 1, or for handling shippin�, installation and bracing of trusses. A seal on this raw ng or cover pane
drawing, indicates acceptance of grotessiona engineering responsibility solely for the Resign shown. The suitability,
SEQN: 668257 /T1 / COMN Ply: 1 Job Number: 36CS0105A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C° ,DR Horton DRW:
Wgt: 240.8 lbs Truss Label: A3 / ... 10/11/2019
B4'8 T70' 12'4'9 18'OY 21715 2T37 31'97 33'3' 3a'8"
6'4'8 1'6' 4'6' ST8 3'T16 5'T8 4'6' 1'6' 6'4°8
=6X6
SEAT PWTE REQ. SEAT PLATE REQ.
Ft'
6'2°12 5'10'S
11140'1 4362 1 0
48'
2"2 1�
9S 6'381
6'2"12 12'1'
181'3 RE33S4
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
AMaximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.155 P 999 240
Loc R+ / R- / Rh / Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.291 P 999 180
B 1561 /- /- /965
l711 /408
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.067 M - -
K 1561 /- /- /965
/711 /-
Des Ld: 37.00
EXP: C Kzt NA
0.125 M - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 it
TCDL: 4.2 psi
Code
Code/Misc Criteria Creep Factor: 2.0
B Brg Width =8.0 Min Req=1.8
Soffit: 2.00
BCDL: 5.0 psi
Bldg Code: FBC 2017 RES Max TC CSI: 0.401,
K Br Width = 8.0 Min Re
9 q = 1.8
Load Duratiod:_].25
MWFRS Parallel Dist 0lo h/2
TPI Sid: 2014 Max BC CSI: 0.490
Bearings B & K are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Re Fee: Yes Max Web CSI: 0.565
P
Bearings B & K require a seat plate.
'
dwal
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)110(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.16
A -B 27 0 G-H
1217 -1885
Lumber
B - C 1534 -2827 H - I
1383 .2340
Top chord 2x4 SP #1
C - D 1363 -2379 I - J
1364 -2379
Bat chord 2x4 SP #1
D - E 1382 -2340 J - K
1534 -2826
Webs 2x4 SP#3
E-F 1212-1877 K-L
27 0
F-G 1159-1618
Bracing
(a) Continuous lateral restraint equally spaced on
_
Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4'T" reinforcement.
80% length of
Chords Tens.Comp. Chords
Tens. Comp.
web member. Same species & SRB grade or better,
attached with 8d Box or
Gun (0.113°x2.5%min.)nails
B -T 2462 -1224 P - O
2051 -986
@ 6" oc.
T - S 2459 -1224 O - N
2051 -986
S - R 2050 -955 N - M
2459 -1245
Wind
R-O 2050 -956 M- K
2462 -1245
Member design based on both MWFRS and C&C.
y;{i41/30ftPYr
l4 r/
t'Af,s�` dta
Q - P 1615 -685
eOti,�
��$a'•. �'sy,
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
7182
T - C 222 -6 G - P
560 -327
w
C-S 316 -453 P-H
445 -644
S-E 411 -155 H-N
410 -156
w: u'tA
E-Q 445 -644 N-J
315 -452
. RGra
F - Q 558 -357 J - M
223 - 8
Q -G 250 -243
"IMPORTANT'* FURNISH THIS
49015D58ffiSD3a9CXtaCEDE la5Bm F9
dm"avem�sp�nan mrewuar,wumet
rc�i� uc wnseim c�mn�..�w.u.Pa sw.v
Mm3aPksdrteCmnexMnps¢yulat wW tl
�aacvsi �ameww«,vvnn."r.r=wm
czm
as
THE INSTALLERS
SEON: 668248/T8/HIPS Ply:1 Job Number: 36CS0105A
FROM: AH City: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 238.0 lbs Truss Label: A4 / ... 10/11/2019
6'4'9 T10'y 12'46 1.7' 22'6' 27'3"e 31'99 33'3'7 39'e'
6'4"9 �1'6 4'S"15 + 49"a 5'4" F 4T8 4'S95
�6X6
a2X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1I2X4
SEAT PLATE REQ.
1' 6'2"131'11"
F 6'2'13 IZI.
39'e"
5'6'4 3'
14' 3'192 t• 22�258 1'11"R
1~2� ~T�
SEAT PLATE REQ.
J
5'10'3 6'2'13 1'
33'S'3 + 39'8' i
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.155 P 999 240
Loa R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.290 P 999 180
B 1561 /- /-
/965
/712 1387
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.067 M - -
K 1561 /- /-
/965
/712 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ )L 0.125 M - -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height: 15.00 it
Code/de: Criteria Creep Factor: 20.
B Br Width = 8.0
9
Min Re 1.8
q=
Soffit: 2.00
TCDL: 4.2 psi
Bldg Code: FBC 2017 RES Max TC CSI: 0.379
K erg Width = B.0
Min Req = 1.6
Load Duration: 1.25
BCDL: 5.0 psi
P
MW FRS Parallel Dist: 0 to h/2
TPI Sttl: 2014 i Max BC CSI: 0.453
Bearings B & K are arigid surface.
Bearings B & K require a seatatplate.
Spacing: 24.0 "
C&C Dist a: 3.97 N
Rep Fac: Yes Max W eb CSI: 0.685
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A -B 27 0
G-H
1269 -1955
B-C 1550-2830
H-1
1397 -2334
Lumber
C - D 1378 -2373
I - J
1378 -2373
Top chord 2x4 SP #1
D - E 1397 -2334
J - K
1550 -2830
Bot chord 2x4 SP #1
E-F 123-1
K-L
27 0
Webs 2x4 SP#3
F - G 1203 -1695695
Wind
Member design based on both MW FRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B-T 2465-1239
P-0
2043 -1000
T - S 2463 -1239
O - N
2043 -1000
S - R 2043 - 970
N - M
2483 -1267
1 ,41Ili# �
dJ/�
R - 0 2043 - 970
M - K
2465 -1257
r� MAR
O-P 1693 -751
YG;.,..... rj, ��
1�
Maximum Web Forces
Per Ply (Ibs)
yc-
• aFr,.
Webs Tens.Comp.
Webs
Tens. Comp.
S Ntip1Q °
y
A f9 4„ Y
T-C 230 -6
G-P
564 -328
C-S 324 -466
P-H
412 -560
`Z-0. C
S-E 383 -160
H-N
382 -161
py
V V. STATE OF y
E - O 412 -580
N - J
324 -466
s.0 „y4{,re
F-O 561 -334
J-M
230 -8
4
�6�.."._"hr�_..fl�:: y
O-G 231 -227
4Dm5a5affi 6D309aAA4GE � J968FD F9
FgvxmwwuLSuscuA aunneF.
AM-LCf4iiflYm4Nikl¢[EiY1SAM W'$iiWtl
6NM4om m'N..
•v�slc�FelYaPrvv. umaa +Sac uabd
MVM#hi i..atfavmtlarmFOYhars k
ALL NOTES ON THIS DRAWING!
FURNISH THIS
stramt of wens snan nave oraclnp mstaneo per ei
as shown above and on the Join Details. unless
failure to build the
ig or cover pa e
wn. The sul ability
any
SE0N: 668259 / T15 / COMNIPly:1 1 Job Number: 36CS0105A
FROM: AH Qty: 1 14EBB 1828-Cali "C" /DR Horton MESS 1828-Cali "C" ,DR Horton DRW:
Wgt 254.8Ibs I Truss Label: A5 I ... / ... - 10/11/2019
' 6'4'9 FT10'8 12'4'B I 1fi'0'1 F 19'10' + 23T15 1 2T37 3159 I33'3T 98
6.4'9 16• 4'6' 3'TB 3'9"15 3'9'15 3T8 4'6" 1'6' 6'4'9
102X4 3X4 =3X6 =3X4 anus =3X4 =3X6 =3X4 102X4
SEAT PLATE REO.
SEAT PLATE REQ.
F1'+ 6'2'13 1'11' L 3'9'15 319'15 2'0'1 _ 5'10"4 6'2'13 1'
6'2"13 12'1' t4' �T0'1.I 19110' + 23T15+tea 1'109 oaoa
20 3 11-
1' 6'0'i 276.1
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
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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 pat
MWFRS Parallel Dist: 0 to 11/2
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 If
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
"IMPORTANT— FURNISH
Snow Criteria (Pg,Pf 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 Std: 2014
Rep Fac: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.154 G 999 24
VERT(CL): 0,289 G 999 18
HORZ(LL): 0.066 N - -
HORZ(TL): 0.125 N - -
Creep Factor: 2.0
Max TC CSI: 0.383,
Max BC CSI: 0.454 -
Ma : Web CSI: 0.566
Mig Specified Camber:
VIEW Ver: 17.02.02.1208.15
mmsessuwao xxA4oe6E Tseam m
n1n. �. m>wlaa m amemroxmaeumtavu.i
sae.
mmxawa.a�eaoo�vwrm..,ce,eu.sem was
au exiswa.: aa�:�cvas.uta w�ea..egemc¢meec
as
THE INSTALLERS
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 1- 1- /964 /713 1367
L 1561 /- /- /964 1713 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.8
L Brg Width = 8.0 Min Req = 1.8
Bearings B & L are a dgid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B
27 0
G- H
1264 -1827
B - C
1561 -2830
H - 1
1326 -2020
C - D
1395 -2372
I - J
1413 -2333
D - E
1413 -2333
J - K
1395 -2372
E - F
1326 -2020
K - L
1562 -2830
F-G
1264-1827
L-M
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - V
2466 -1255
R - Q
1755 -804
V - U
2464 -1255
Q - P
2041 -1013
U-T
2041 -984
P-0
2041 -1013
T - S
2041 -984
O - N
2464 -1284
S - R
1755 -776
N - L
2466 -12114
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
V-C
232 -6
R-H
258
-183
C - U
325 -469
H - Q
546
-351
U-E
373 -161
Q-1
409
-558
E-S
409 -5%
1-0
373
-161
F-S
546 -351
O-K
326
-469
F-R
257 -182
K-N
232
-8
G-R
190 -217
SEON: 668246/T7/HIPS PIy:1 Job NUmtler:36CS0105A
FROM: AH Oty: 1 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Will: 254.8 lbs Truss Label: A6 / ... 10/11/2019
6'4'9 T10'V 12'4'7 15' 19'10" 24'8" 2T3'9 31'9"8 33'3"7 39'e"
r 6.4.9 F1—fi:r 4,5.14 '�- 2.7.9 -F 41'0" -F 4.10.. F-F 4�5.15 .6.1' 6.4.9 -i
SEAT PLATE RE4.
=3X4 =5X6
82X4 =3X4 =3X6=3X4 =-3X8 =3X4=3X6-3X4 02X4
SEAT PLATE REQ.
39,81,
1' 6'2"13 5'10"2 1111, 4'10" 4'10" 14'10" 11 5'10"2 6'2"13 1'
F T 6'2"13 I 12'0 y 1 24'8' '25'8"1'11 r 33.5"3 39'8° -r'(
H y
Loading Criteria (psf)
Wind Criteria
SnoW Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT:N)
TCDL: 7.00
Speed: 160 mph
Pf: NA Cc: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL. 10.00
TCDL 4.2 psf
Code / Misc Criteria
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Fac: Yes
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MW FRS and C&C
"IMPORTANT*
IFi 1, or torn
acceptance
any a ructurs
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.158 G 999 240
VERT(CL): 0.296 G 999 180
HORZ(LL): 0.067 N - -
HORZ(TL): 0.125 N - -
Creep Factor: 2.0
Max TC CSI: 0.387
Max BC CSI: 0.454
Max Web CSI: 0.464
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
y
60M5058}a 5e3a9CXA40f [f �440 FO H:
zawexnxuma�+em vaaa W mnue,wam,e.
1f{H.LLeClal)m WCe4t�Yil u4b YA.ri SFLl
uaa.uY.aScnMc
.mscsspn d ttxsmmem •a eacsrraa =m mixa
w oaswa,mwn+uamamaetemuet rn ®r.ka,mu
1
1
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /-
/962
1714 /346
L 1561 /- /-
/962
/714
Wind reactions based on
MW FRS
B Brg Width =8.0
Min Pact =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)
Chords Tens.Comp.
Chords
Tens. Comp.
A- B 27 0
G- H
1334 -1958
B - C 1577 -28V
H - I
1388 -2093
C-D 1411 -2370
1-1
1429 -2331
D-E 1430-2331
J-K
1411 -2370
E - F 1388 -2093
K - L
1576 -2832
F- G 1334 -1958
L- M
27 0
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - V
2467 -1273
R - 0
1831 -864
V - U
2465 -1273
0 - P
2039 -1026
U - T
2039 -996
P - O
2039 -1026
T - S
2039 - 996
O - N
2465 -1302
S - R
1831 - 835
N - L
2467 -1302
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
V-C
235 -6
R-H
278 -172
C - U
327 -473
0-1
404 -522
U - E
351 -161
H - 0
546 -372
E-S
404 -522
1-0
351 -161
F-S
546 -372
O-K
328 -473
F - R
278 -172
K - N
235 -8
G - R
247 - 290
SEON: 668262 / T25 / COMN Ply: 1 Job Number: 36CS0105A
FROM: AH Dry: 1 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 218.4 Ibs Truss Label: A7 / ... 10/11/2019
6'4'7 T10" 14'0"l 19'10' 25'T75 31'9'7 33'3'r9 39'8'
6'4'7 } 1N 6'1'8 5'9.15 5'9'15 61'8 F1'6" N
o5XB 102X4 �_5X8
E F G
102X4 =3X6 =3X4 =3X6 =3X4 =3X6 It X4
SEATPIATE RED.
SEAT PIATE RED.
FT 6'T71 5'9"55'9"15 5'9"15 2'01 5'9"5 6'2"11 1�
6'2'l1 12 140' 19'10' 25'7Y5 2T8' 33'5"5
Loading Criteria fps0
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
Bracing
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00It
TCDL: 4.2 psf
BCDL: 5.0 psi
MWFRS Paralio-1 Dist: 0 to h/2
C&C Dist a: 3.97 It
Loc. from endwall: not in 4.50It
GCpi: OAS
Wind Duration: 1.60
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T' reinforcement. 80 % length of
web member. Same species & SRB grade or better,
attached with Ed Box or Gun (0.113"x2.5%min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C.
651
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Stdi 2014
Rep Fee: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Dell/CSI Criteria
PP Deflection in loc Udell 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 TC CSI: 0.592
Max BC CSI: 0.603
Max Web CSI: 0.354
Mig Specified Camber:
VIEW Ver: 17.02.02.1208.15
EUM
40e15B56I85DBD9eXA4DE gE l968m F9
+ruavexrNNsam ra¢aYaw»vanmws..
H� tp.uSlsslw HtbYux`isnoCtwvbyaSx41
wa
w %a w.eav=waa+,mmwxra.s,t.maa
wnaswiir. muNUNtlmmxdxum¢
TO ALL
per ut
unless
i
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /- /958 /715 /326
J 1561 /- /- /958 1715 /-
Wind reactions based on MWFRS
B Brg W idth = 8.0 Min Req = 1.8
J Erg Width = 8.0 Min Req = 1.8
Bearings B & 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 0
F- G
1404 -2093
B - C
1617 -2856
G - H
1376 -2223
C - D
1350 -2262
H - I
1350 -2262
D - E
1376 -2223
I - J
1616 -2856
E- F
1404 -2093
J- K
27 0
Maximum
Bot Chord Forces Per
Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
B - R
2494 -1317
O - N
1937 -952
R-0
2491 -1317
N-M
2491 -1346
O - P
2491 -1317
M - L
2491 -1346
P - O
1937 -922
L - J
2494 -1346
Maximum
Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R-C
273 -5
O-G
286 -177
C - P
427 -600
G - N
464 -172
E - P
464 -172
N - I
427 -600
E - O
286 -177
I - L
273 -4
F-O
221 -283
to build the
over pa e
the suf ability
SEON: 668243/T6/HIPS Ply:1 Job Number: 36CSOI 05A
FROM: AH Cry: 1 4EBB 1828-Cali'C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wgt: 212.81bs I Truss Label: A8
6'4'9 677 6'10' 16110" '
aa5X8 =3X4 =5X8
D E F
DRW-'
/ ... 10/11/2019
33'3"7 39'e° _
6'7°7 + 6'4'9
6X4 =3X4=3X6 =3X8 =3X6-3X4 g2X4
SEAT PLATE REQ. SEAT PLATE REQ.
39W
F1' 6'2"13 63 1' 19 0' 5'10' 1' 6'9"3 6'2"13 1'�
6'2'13 13' 74 19'10" 258' 26' ' 33'5'3 39'8°
Loading Criteria gisq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzc NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 fist
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MW FRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
But chord 2x4 SP #1
Webs 20 SP #3
Wind
Member design based on both MW FRS and C&C.
i
1
Snow Criteria (Pg,Pt in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Ph NA Cc: NA
VERT(LL): 0.172 E 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.321 E 999 180
B 1561 /- /- /953 /716 1305
Snow Duration: NA
HORZ(LL): 0.069 J -
H 1561 /- /- /953 /716 /-
HORZ(TL): 0.128 J -
Wind reactions based on MW FRS
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.446
H Brg Width = 8.0 Min Req = 1.8
TPI Std: 2014
Max BC CSI: 0.558
Bearings B & H are a rigid surface.
Rep Fac: yes
Max Web CSI: 0.564
Bearings B & H require a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver: 17.02.02.1208.15
A-B 27 0 E-F 1502 -2274
B - C 1623 -2836 F - G 1425 -2325
C - D 1425 -2325 G - H 1623 -2336
D- E 1502 -2274 H- 1 27 0
d No 047182
$r t
7k
1 :_ STATE OF
mmsaserssomscxAeorce mcem m
.amuma.x.
rmx,,wv.aw.aeuFm r„mcmt�e.a�m.,e wta
mC1M Va-S,uAemm-smL mvetMwrY+M a.gJuLu%
emim
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - P 2472 -1319 M - L 2006 -1008
P-0 2469-1319 L-K 2006 -100B
O - N 2006 -978 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-O
377 -513
K-G
377
-513
D - O
444 -170
F - K
444
-170
D- M
370 -243
G- J
244
- 6
E-M
300 -381
to build the
SE0N: 6682641 T23/COMN Ply:1 Job Number: 36CS0105A
FROM: AH Oty: 1 4EBB 1828-Cali'C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgc 207.2 lbs Truss Label: A9 / ... 10/11/2019
L 6'4'9 1 12'0"1 19'10' + 2TT15 33'3'7 F 39'8' ,
6'4"9 5'7.8 T9°15 T9"15 5'7'8 6'4'9
25X8 1112X4 �5X8
D E F
W2X4 =3X4 �3X6 =3X8 =3X6 =3X4 N2X4
SEAT PLATE REG. SEAT PLATE REO.
39'8"
59°46"13 290 I 1'14910- 877133'5'3 + 8'3 1'
Loading Criteria (,0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: i.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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 psi
BCDL 5.0 psi
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.97 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NP
Pf: NA Cc: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mist; Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
E
Defl/CSI Criteria
PP Deflection in Joe Udell U#
VERT(LL): 0.183 E 999 240
VERT(CL): 0.343 E 999 180
HORZ(LL): 0.068 J - -
HORZ(TL): 0.128 J - -
Creep Factor: 2.0
Max TC CSI: 0.618
Max BC CSI: 0.624
Max Web CSI: 0.580
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
66015B58ffi Sa30eCBCA30P�79e3 Far9
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W iii-�Y.NROimmdaazNeuHaw etlsV Awi
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TO ALL CONTRACTORS
1
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /- /947 l717 /285
H 1561 /- /- /947 1717 /-
Wind reactions based on MW FRS
B Brg Width = 8.0 Min Req = 1.8
H Brg Width = 8.0 Min Req = 1.8
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B 27 0 E-F 1616 -2483
B-C 1631 -2819 F-G 1476 -2392
C - D 1476 -2392 G - H 1631 -2819
D-E 1616-2483 H-1 27 0
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - P 2454 -1322 M - L 2090 -1066
P - O 2452 -1323 L - K 2080 -1066
O - N 2080 -1036 K - J 2452 -1352
N - M 2080 -1036 J - H 2454 -1352
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
P-C
210 -6
M-F
508
-321
C - O
328 -426
F - K
433
-168
D - O
433 -168
K - G
328
-426
D-M
50B -321
G-J
210
-8
E-M
364 -462
SEQN: 668240 / T5 / HIPS I Ply:1 Job Number: 36CS0105A
FROM: AH City: 1 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgb 212.8lbs Truss Label: A70 / ... 10/11/2019
6'4'9 11'. 16'11'4 21' 22'7' 28'8' 33'3"7 39'8"
4T7 511"4 4'012 +1 7"r 6'1' 4T7 F 6.4.9
--5X8 012X4 =3X6=3X4 =5X8
D E F G H
2
T
6 p
m g53X4O IS3X4
0
N
1 4X6(A2I B J-4X6(A2)
ate. A K
S R O P O N M L
IO2X4 -3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ.
:AOU& NA14A411
1' 62'13 4'9°3 3' 2'11"4 5'11"4 2'9"8 3' 4""3 6'2'13 1•
F INN93 + 11' 14' 16'11.4I 22'10.8 + 25'8"+ 28'8' {� 3TY3 {� 39'8" F
T
in
l
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,PP in PSF) Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Of: NA CAT: NA PP Deflection in too Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Cc: NA VERT(LL): 0.191 E 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.359 E 999 180
B 1561 /- /-
/940
1718 /264
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.070 L -
J 1561 /- /-
/940
/718 /-
Des U.EXP:
C Kzt: NA
HORZ TL 0.132 L -
( )
Wind reactions based on
MW FRS
CL 10.00
NCBCLL: 10.00
Mean Height: 15.00 k
Code / Misc Criteria Creep Factor: 2.0
B Br Width = 8.0
9
Min R 1.8
eq =
Soffit: 2.00
TCDL: 4.2 psi
BldgCode: FBC 2017 RES Max TC CSI: 0.384
J Big Width = 8.0
Min Req = 1.8
Load Duration: 1.25
BCDL: 5.0 psi
P
MWFRS Parallel Dist: 0 to h/2
TPI Sttl: 2014 Max BC CSI: 0.487
Bearings B & J are rigid sat plat
Bearings B & J require a seat plate.
Spacing: 24.0 °
C&C Dist a: 3.97 It
Rep Fac: Yes Max Web CSI: 0.487
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 17.02 02 1208 15
A - B 27 0
F - G
1684 -2611
Lumber
B-C 1644-2814
G-H
1676 -2599
C - D 15M -2445
H - 1
1522 -2445
Top chord 2x4 SP#1
D-E 1684 -2611
I-J
1643 -2814
Bet chord 2x4#7
E-F 1684-2611
J-K
27 0
Webs 2x4 SP #3
We
Wind
Maximum Bat Chord Forces Per Ply (Ibs)
Member design based on both MW FRS and C&C.
Chords Tens.Comp.
Chords
Tens. Comp.
B - S 2448 -1332
O - N
2134 -1115
S - R 2446 -1332
N - M
2134 -1115
R - O 2134 -1085
M - L
2446 -1361
Q-P 2134-10M
L-J
2448 -1361
1,q,
P - O 2616 -1373
g1�tt441111
:Trj�+ry
Maximum Web Forces
Per Ply
(Ibs)
Webs Tens.Comp.
Webs
Tens. Comp.
Z No 049482 ;
S-C 198 -8
G-O
274 -327
, . ®
C - R 299 -377
O - H
642 -397
4
D - R 373 -177
H - M
369 -176
':« ice®
D-P 653 -405
M-1
298 -377
®-y; STATE. OF gjp�
P-G 109 -106
I-L
199 -10
a.^*. :-iJ.w
E-P 270 -323
'IMPORTANT°'
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wn. The ui ability
SECN: 668296 / T24 / HIPS I Ply: 1 1 Jab Number: 36CS0105A .I
FROM: AH Cry: 1 4E88 1828-Cali °C° /DR Horton /4EBB 1828-Cali "C° ,DR Horton DRW:
Wg I Truss Label: All / .. 10/11/2019
'4 °1 F 169+2311 2'715 34'4°12 39'8'
f +0 '1 6933'4'8'12 5'3'44 4896{ {
e5X8 =3X4 ==-5X6 95X8
D E F G
12
6
m F71-
�2Xlc H o2X4
e
iN
=4XSA ) B I —_a �s(A2)
3M z
P O N M L K
=3X4 =3X6 =3X4 =3X8 m3X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8'
F1'+ 10'0°1 +1'11'* 4'S'8 + 6.73 + a•r4 1.1 r1$ 10'o"t
1P0"1 12' 16'5'8 23'0°12 2T8° 29'T1 39'8-
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 Duration:d.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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 h
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
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 Fee: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in too Udell U#
VERT(LL): 0.211 F 999 240
VERT(CL): 0.395 F 999 180
HORZ(LL): 0.072 K - -
HORZ(TL): 0.135 K - -
Creep Factor. 2.0
Max TC CSI: 0.460
Max BC CSI: 0.736
Max Web CSI: O.626
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
T
m
N
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1561 /- /- /931 l719 /244
1 1561 /- /- 1931 1719 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req= 1.8
1 Brg Width =8.0 Min Req= 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 F-G 1821 -2860
B - C 1692 -2808 G - H 1555 -2540
C - D 1556 -2540 H - I 1692 -2809
D-E 1812-2845 I-J 27 0
E - F 1820 -2860
Wind
Maximum But Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
Chords Tens.Comp.
Chords
Tens. Comp.
B - P 2456 -1386
M - L
2223 -1174
P - O 2224 -1145
L - K
22M -1174
O - N 2224 -1145
K - 1
2457 -1416
N - M 2866 -1530
11111111111pt"J
E AA I�yi�f
Webs Maximum Tens.Comp.
Per VW bs (Ibs)Tens.
Webs
♦��,'`.a� ..Q.,T
Comp.
C - P 276 -266
M - G
801 -498
NO 047182
D - P 399 -129
F - M
293 -358
D-N 789 -490
G-K
402 -129
N-E 300 -365
K-H
276 -266
E-M 100 -96
STATE OF
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antis
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
I
uire extreme care in fabricating,handlin4 shipping, installing and bracing. Refeer to and follow the latest edition of BCSI Building
t Safery Information, b TPI an SBCA) tDi safety practices prior to performing Ihass functions. Installers shall provide to pora
r BCSI., Unless noted oytherwise,lop chord shall have properly attached stmctural sheathing and bottom chord shall have a proo0erryly
id ceilin Locations shown for uermanent lateral restraint of webs shall have bracin installed per BCSI sections B33, B7 or 810,
e.- App�y plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
SEON: 668229 / T4 / HIPS Ply: 1 Job Number: 36CS0105A
FROM: AH Cry: 1 4EBB 1828-Cali'C' /DR Horton /4EBB 1828-Cali "C' ,DR Horton DRW:
Wgt: 211.41bs I Truss Label: Al2 / ... 1011112019
TB'12 I1'3'# 5'3"11 + 4T5 '100• 5'6"5 F 5'3'8.1 �t'3' •4 T8'82
3X4-3X61112X4 -3X4 =5X6
12 D_0Ab E F G H
T6 IIZX4C — J 1112X4
m
0
v
=4X6(A2) B K-4X6(A2)
S R O P O N M
=3X4 =3X6 =-3X4 -3X8 -3X4 =3X6 =3X4
SEATPLATEREa.
SEAT PLATE REQ.
1' T70"8 4'i'8 2'0"3 59"13 5'9"13 2'0"3 4'1"8 T10"8 i'
F T10"8 12' 14'0" 1910' 25'7'13 2'T 31'9'8 39'e"
1
in
1
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦Maximum Reactions (Ibs)
TOLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Gravity' Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.243 G 999 240
Lac Rt / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.455 G 999 180
B 1561 /- /- /921 /720 /223
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.074 M - -
K 1561 /- /- /921 /720 /-
Des 37.00
EXP; C Kzt: NA
L : 0.139 M - -
HORZ(T )
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 it
Code / Mise Criteria
CreepFactor: 2.0
B Big Width = 6.0 Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 sl
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.566
K g Width = Min Req = 1.8
Load Duration: 1.25
BCDL: 5.0 psi
MWFRS Parallel Dist: 0 to h/2
TPI Ste: 2
Max BC CSI: 0.560
Bearings B 8 K are a rigid surface.
Bearings B 8 K require a seat plate.
Spacing: 24.0 "
C8C Da: 3.97 it
Rep Fee: Yeses
Rep
Max Web CSI: 0.51010
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A-B 27 0 G-H 2O29 -3246
Lumber
B-C 1644-2767 H-1 1873 -2960
C-D 1811 -2719 I-J 1810 -2719
Top chord 2x4 SP #1
D - E 1873 -2960 J - K 1644 -2767
But chord 2x4 SP#1
E-F 2029-3246 K-L 27 0
Webs 2x4 SP #3
F - G 2029 -3246
Wind
Member design based on both MWFRS and CBC.
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S 2395 -1311 P - O 2993 -1625
S - R 2260 -1186 O - N 2260 -1216
R - 0 2260 -1186 N - M 2260 -1216
-........
...
O - P 2993 -1614 M - K 2395 -1340
of
Jr•+•++.; +j 'J�
Maximum Web Farces Per Ply (Ibs)
�\GEp1$-.•�iN-�i�
Webs
Tens.Comp.
Webs
Tens.
Comp.
'��*
No 047102 s
C-S
405 -328
P-H
329
-187
_
$ $
S - D
489 - 426
H - O
378
-520
,k • f
D - O
944 - 562
0-1
944
-562
#
O-E
378 -520
1-M
489
-426
STATE OF :41,,
E-Pjw-
_18i187
M-J
404
-328
G-P
2329 29
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.amaaw.aonewR....+uw.,+4,.e �neum.uH
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aWn.
INSTALLERS
iw the latest editi n of SCSI (Building
Is. Installers shale provide tempora
nd bottom chord shall have a pro erly
ad per BCSI sectors S3, B7 or 910,
;, unless noted otherwise. peter to
n this drawl nn any, failure to build the
eal on this drawing or cover panne
(�thedeiign shown. The suitability
SEON: 668
FROM: RS
Oty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wat: 212.81bs I Truss Label: Al
DRW:
... / ... 10/1112019
8'0'1 13'S'12 19' 26'4°1 29' 33'3'8 398"
8'0'1 5'S'11 5'6'4 T4'1 2'7°15 4'3°8
T 25%8 =3X4
2 5 D E F
6 H �-U4
mT
n e (a)
a
a3X6(A1) B Ia3X6(All
137 A J
P 01 N M L K
82X4 3%8 =UB 112X4
SEAT PIATE REQ. SEAT PIATE REQ. SEAT PLATE REO.
13'4' 5'8' 20'8"
FT+ 8'1"13
8'1'13 +153''I 9"'12 I +1 435"4+ I"+1�
274 1926'2'S 2915'4 3°8
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"
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
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: 3.97 ft
Loc. from endwall: not In 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 "T' 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.
Plating Notes
All plates are 5X6 except as noted.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf 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 Std: 2014
Rep Fee: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defi/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.032 L 999 240
VERT(CL): 0.060 L 999 180
HORZ(LL): 0.014 K - -
HORZ(TL): 0.026 K - -
Creep Factor: 2.0
Max TC CSI: 0.501
Max BC CSI: 0.424
Max Web CSI: 0.663
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
T
1
♦ Maximum Reactions (Ibs), or'-PLF
Gravity Non -Gravity
Loc Rr. /R- /Rh /RW /U /RL
B 559 A A /385 /260 /257
O° 325 /- /0 1161 /147 /-
1 752 /- /- /531 /342 /-
Wind reactions based on MWFRS
B Erg Width = 8.0 Min Req = 1.5
O Erg Width = 68.0 Min Req = -
I Erg Width =8.0 Min Req =1.5
Bearings B, O, & I are a rigid surface.
Bearings B, O, & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 F- G 549 -672
B - C 356 -588 G - H 520 - 686
C - D 163 -14 H -1 659 -1095
D-E 435 -187 I-J 27 0
E-F 435 -187
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - P
449 -232
M - L
631
-280
P-O
456 -232
L-K
916
-495
��gtU1q/I/r
O-N
298 -359
K-1
919
-485
I/
N-M
635 -2W
i\("iE N$�,•.•:•�(1��
Maximum
Web Forces
Per Ply (Ibs)
•:
Webs
Tens.Comp.
Webs
Tens. Comp.
No 047162 1
C - P
312 -44
M - F
225
.2
C-O
418 -646
F-L
191
-141
9a,
O-D
178 -97
G-L
432
-339
STATE OF
D-N
319 -410
L-H
336
-449
^
E-N
321 -398
H-K
235
-15
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N-F
783-1202
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mdn.
THE INSTALLERS
SE0N: 668238/ T12/HIPS Ply:1 Job Number: 36CS0105A
FROM: AH Cry: 1 4EBB 1828.Cali'C' /DR Horton /4EBB 1828-Cali'C" ,DR Horton DRW:
Wgt 242.2 lbs Truse Label: A14G / ... 10/11/2019
i Oa'22
T 1 11'6'4 F iT '1 19'�10r 22'8'+ 28'192 32'8' + 3
T 4'6'4 5'S'12 2' 2'10' S'S'12 4'6'4 T
=6X8
12 C=6X6 D
6� 'ZZ
SEAT PI -AM REQ. SEATPIATERE4.
11'4" y }�—
F7 r 64 4. 4.4".. I."x2
Loading Criteria (par)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0'
102X4 e5X6=4X6 012X4
E F G H
=6X6
J
M
i
4'4"
SEAT PIATE REQ.
II
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B - /-116 /- /30 /- /-
S 4524 /- !- /- /2025 /-
K 1872 /- /- /- /860 /-
Wind reactions based an MW FRS
B Brig Width = 8.0 Min Req = 1.5
S Brg Width = 8.0 Min Req = 5.3
K Brg Width=8.0 Min Req=1.9
Bearings B, S, & K are a rigid surface.
Bearings B, S, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: A - B 27 493 G - H 1427 -3199
199
Bat chord 2x6 SP #1 B - C 2586 1160 H - I 1678 -3751
Webs 2x4 SP#3:W42x4 SP 91: C-D 2459-1160 I-J 1628 -3751
D - E 459 -1040 J - K 1628 -3574
Bracing E-F 459 -1040 K-L 27 -20
(a) Continuous lateral restraint equally spaced on F - G 459 -1040
member. Or 1 x4'T' reinforcement. 80 % length of
web member. Same species & SRB grade or better, Maximum Bat Chord Forces Per Ply (Ibs)
attached with 8d Box or Gun (0.113'x2.5",min.)nails Chords Tens.Comp. Chords Tens. Comp.
@ 6" cc.
B - T 396 -857 P - O 3773 -1705
Loading {111lltttptt T-S 403 -884 O-N 3773 -1705
#1 hip supports 7-0-0 jacks with no webs. i`firj' R - O 1031 -2342 M - K 3139 -1407
Wino ��ENg"•.;R+_�i� G-P m9-1622
Wind loads and reactions based on MWFRS. : T ,"'*i0rr
No 047182 "= Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
dt 3
:�� T-C 636 -156 G-P 1513 -630
11 STAT6 OF C-S 976-2197 H-P 433 -539
• <dJ♦ S-D 1490 -2832 P-I 326 -673
rr✓����.'AC40 9P '�C�'`�` D-O 3968-1748 I-N 337 -291
f`�01r&KI A% �l{9%� O-0 395 -461 J-M 625 -145
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 pat
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 it
Lac. from endwall: NA
GCp1: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,PI In PSF)
Pg: NA Ct: NA CAT: NP
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fee: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DefVCSI Criteria
PP Deflection in ]cc Udell U#
VERT(LL): 0.1441 999 240
V ERT(CL): 0.272 1 999 180
HORZ(LL): 0.022 M - -
HORZ(TL): 0.042 M - -
Creep Factor: 2.0
Max TC CSI: 0.728
Max BC CST: 0.525
Max Web CST: 0.723
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
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44H
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SEQN: 668303 / Tl l / SPEC Ply: 1 Jab Number: 36CS0105A
FROM: AH Qty: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horlon DRW:
Wgt: 208.6 lbs Truss Label: A15 I ... / ... 10/11/2019
12
6 p
TT 411'15 13''l2 14T119 15.2398"
�9l 2"887 44'TA4?3'9
6'47 1
=3X4 =3X6
E FG
L U T S' iR=uno i 1a P O N M I —I
=3X4 m2X4 =3X4 =4X10 02X4=3X6 e=3X8 112X4
SEAT PLATE REQ. SEATPLATEREQ. SEATPIATEREQ SEAT PLATE REQ.
13'8' 5• 21'
F1'+ T7°1z T7°72 ,91'1163'4 48'8°' I 5FS°11 4'5'5 6711 1'625 33'S5 39'8"69 84 5'2L"i 39
29'
Loading Criteria (ps6
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.039 N 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.062 N 999 180
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.014 M - -
Ld: 37.00
C Kzt: NA
EXPDes
HORZ(TL): 0.027 M - -
Code / Misc Criteria
NCBCLL: 10.00
can Height: 15.00 it
Mea
TCDL: 4.2 psf
Cr
eep ree
p Factor: 2.0
Soffit: 2.00
BCDL: 5.0 Pat
Bldg Code: FBC 2017 RES
Max TC CSI: 0.569 ,
Load Duration: 125
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.357
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Fac: Yes
Max Web CSI: 0'564
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW V.r: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 ••T" 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 MW FRS and C&C.
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♦ Maximum Reactions (Ibs)
Gravity
Non -Gravity
Loc R+ / R- / Rh
/ Rw / U / RL
B 529 /- /-
/354 /241 /277
S 687 /- /-
/346 1237 /-
Q 1302 /- /-
1633 /601 /-
K 770 /- /-
/528 /350 /-
Wind r=amions based on
MWFRS
B B• Width=8.0
Min Req=1.5
S Brg Width =8.0
Min Req=1.5
Q Brg Width =8.0
Min Req=1.5
K Brg Width = 8.0
Min Req = 1.5
Bearings B, S, 0, & K are a rigid surface.
Bearings B, S, Q, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 27 0
G-H 584 -525
B - C 588 -579
H - 1 934 -734
C- D 626 -488
I-J 935 -734
D-E 272 -106
J-K 1161 .1131
E- F 534 -525
K- L 27 0
F - G 534 -525
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-U
451 -388
O-P
657
-571
U-T
445 -329
P-O
652
-571
T-S
444 -325
O-N
652
-571
S - R
340 -262
N - M
947
-886
R - Q
340 -262
M - K
950
-887
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-U
216 -128
0-H
1513 -1385
U- D
209 -208
P- H
206
- 2
D-T
109 -31
H-N
171
-61
D - S
751 -751
N - J
523
-429
S-E
196 -241
I-N
374
-383
E-Q
500 -398
J-M
223
-31
G - 0 276 -324
failure to build the
ig or cover oaue
nn. The pulgability
SEON: 668310 / T20 / SPEC I Ply:t Job Number: 36CS0105A
FROM: RS oty: 1 I 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Will; 203.0 lbs I Truss Label: Alb / ... 10/11/2019
' T �9'11'15+ 735'72 F 18'8• 22'4"1 29' 33'3°B + 39'8'
T 2"11.15 3'9'13 4'10.4 3'8°1 6995 4'3'8 B4'8
T
1
SEAT PLATE REQ. SEATPLATEREe. SEATPLATEREQ.
i- ITS' j 5' i 21'
SEAT PLATE REQ.
1' F + 9F2'1195 I3'4+ 1 F a '.2 3259 3T'722 3'64 8'1'
r
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria
AMaximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in lcc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.037 M 999 240
Lac R+ / R- / Rh / Rw / U / RL
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.060 M 999 180
B 527 /- /- /338 1239 /317
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.013 L - -
P 730 /- /- /339 /273 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ )L : 0.025 L -
0 1229 /- /- /597 /557
NCBCLL: 10.00
Mean Height: 15.00 If
TCDL:4.2 psf
/ Misc Criteria Creep Factor. 20.
J /- /358 /-
Soffit: 2.00
BCDL: 5.0 sf
P
Bldg
Bldg Code: FBC 2017 RES Max TC CSI: 0.591
FRS
Wind reactions based on MWFRS
d re o
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014 Max BC CSI: 0.329
B Brg Width = 8.0 Min Req = 1.5
P Brg Width = 8.0 Min Req 1.5
Spacing: 24.0 "
P 9
C&C Dist a: 3.97 it
Rep Fee: Yes Max Web CSI: 0.513
-
O Brg Width=8.0 Min Req=1.5
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
J Brg Width = 8.0 Min Req = 1.5
GCpi: 0.18
Plate Type(s):
Bearings B, P, O, & J are a rigid surface.
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
Bearings B, P, O, & J require a seat plate.
Lumber
Maximum Top Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
•
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1
A-B 27 0 F-G 725 -746
Webs 2x4 SP#3
B-C 644 -570 G-H 929 -813
Wind
C-D 696 -515 H-I 935 -793
Member design based on both MW FRS and C&C.
D - E 405 -316 I - J 1146 -1160
E- F 724 -746 J- K 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Camp. Chords Tens. Comp.
{{pO11Jjq!!
B-R 442 -392 O-N 623 -570
'����{�t51'•APT� li'J�
te..•:i:EN�t,.�Y�..e
O-P 382 -304 M-IL 972 -870
P-O 473 -386 L-J 975 -871
No 047102 '�,
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
�• Sr
C-R
192 -74
O-G
1701
-1524
9 STATE OF
R-D
236 -105
N-G
216
-4
. rlJa
D -0
D-P
79 -7
916 -804
G- M
H-M
137
388
-36
-321
��y %.�:.��(9,�`/
,00,,A
E-O
1480
I�L
204
�
-437
-334
finbalisli
F-O
167 -237
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W pt.uc r.wY®W rw,eewilev.,my. wwr
attntvma�ma
nfivarsgw N rtnlu V [mr ua nw wWMae 4^r! n av41
atd lcLW f aasv+YIDnRE.rvyeMrMaaawY"MNwX
failure to build the
i or covet pane
n. The sulfebility,
SEON: 6682311 T2/GABL Ply:1 Job No ber:36CS0105A
FROM: AH City: 1 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 134.4 lbs Truss Label: B1GE / ... 10/11/2019
I— Ta" —+ RY1'4" Pi
1
I
21.W
21'4-
1.'(
Loading Criteria (psf)
Wind Criteria
Snow Criteria'(Pg.Pf in PSF) .Deft/CSI Criteria
AMaximum Reactions (ibs), or `=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.001 H 999 240
Lac R+ / R- / Rh
/ Rw
/ U
/ RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.001 AE 999 180
p- 81 /- /-
/39
/37
/11
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.002 J -
Wind reactions based on
MWFRS
Des Ld: 37.00
C K2t: NA
HORZ(tL): 0.003 J -
P Brg Width = 255
Min Req
= -
NCBCLL: 10.00
Mea
Mean Height: 15.00 it
Code / Misc Criteria Creep Factor: 2.0
Bearing B is a rigid surface.
TCDL: 4.2 lost
Soffit: 2.00
BCDL: 5.0 lost
Bldg Code: FBC 2017 RES Max TC CSI: 0.108
Maximum Top Chord Forces Per
Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014 Max BC CSI: 0.033
Chords Tens.Comp.
Chords
Tens. Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes Max Web CSI: 0.088
A - B 27 0
- J
304
-24
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
B-C 87 -120
J-K
253
-21
GCpi: 0.18
Plate Type(s):
C-D 80 -90
K-L
202
-23
Wind Duration: 1.60
WAVE VIEW Ver: 17.02 02 1208 15
D-E 105 -71
L-M
154
-43
.Lumber
E-F 153 -50
M-N
105
-64
Top chord 2x4 SP#1
F-G 202 -29
N-O
74
-84
But chord 2x4 SP#1
G -H 253 -21
O-P
81
-113
Webs 2x4 SP#3
H-I 303 -24
P-O
27
0
Plating Notes
Maximum Sot Chord Farces Per Ply (Ibs)
All plates are 2X4 except as noted.
Chords Tens.Comp.
Chords
Tens. Comp.
Wind
B-AE 175 -108
X-W
192
-107
Member design based on
both MWFRS and C&C.
AE-AD 183 -110
W -V
191
-107AD-AC
185 -110
V - U
189
-106
Additional Notes
AC -AB 188 -111
U-T
187
-106
See DWGS Al 6015ENG101014 & GBLLETIN0118 for
t{li ��#f/Xj�g
AB -AA 190 -112
AA- Z 191
T - S
S R
185
-105
gable wind bracing and
other requirements.
- S .r� MA j Z
1> aYP...".....�1'j *1
-112
Z-Y 192 -113
-
R-P
183
175
-104
-103
sti#'-F gr`'�.���,j.
Y-X 192 -107
No 0471O2 log# �,
Maximum Gable Forces Per Ply (Ibs)
,..
Gables
Tens.Comp.
Gables
Tens. Comp.
r
C-AE
174 -103
W-J
187
-83
STATF OF .f s
D-AD
88 -65
V-K
153
-73
a
E-AC
F -AB
101 -74
100 -73
U-L
T - M
100
101
-73
-74
,..... +�{X't*'
G-AA
153 -73
S-N
88
-65
1877
R-O
174
-103
X-i
'83
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DRAWING TO ALL CONTRACTORS
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the
JobN
FROM: gH232/T3/GABL rCWy7t178.41bs�4EBTmsB Labe_ CIGEO DR Horton /4EBB 1828-Cali 'C",DR Horton DRWi 10/11/2019
7' 14'
C 7' 'F T
i— va" J!— iv - 4
14'
1-1 f 14'
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
TOLL: 20.00
Wind Sld: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.001 F 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): -0.001 F 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 E - -
Des
EXP: C Kzt: NA
HORZ(TL): 0.002E - -
Code / Misc Criteria
.00
NCBCLL: 10.00
Mean Height: 15.00 it
Creep Factor: 2.0
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 lost
Bldg Code: FBC 2017 RES
MaxTC CSI: 0.118
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.026
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.061
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Top chord 2x4 SP #1
Bol chord 2x4 SP #1
Webs 2x4 SP #3
♦ Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
L' 84 /- /- /40
/39 /12
Wind reactions based on MW FRS
L Brg Width= 168 Min Req= -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp. _
A-B 27 0 G-H
213 -26
B-C 14 -65 H-1
157 -48
C-D 61 -28 I-J
105 -69
D-E 113 -17 J-K
87 -89
E-F 165 -14 K-L
64 -106
F-G 221 -17 L-M
27 0
Maximum Sot Chord Forces Per
Chords Tens.Comp. Chords
Plating Notes B-V 145 -46 R-O 164 -49
All plates are 2X4 except as noted. V - U 153 -47 O - P 159 -50
Wind U-T 158 -48 P-O 155 -51
T-S 161 -49 O-N 150 -53
Member design based on both MW FRS and C&C. S - R 164 -49 N - L 144 -55
Additional Notes
See DWGS At 6015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
FURNISH
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ALL CONTRACTORS INCLUDING THE INSTALLERS
of
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-V
122
-56
O-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
FROM: AH
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
EJAC I Ply:1
Cry: 14
Ts
Ibs I4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Call'C' ,DR Horton
Truss Label: EJ7
�— 1
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRC Parallel Dist:0 to h/2
C&C Dist a: 3.00 It
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.
of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fee: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL):-0.014 D - -
HORZ(TL): 0.025 D -
Creep Factor: 2.0
Max TC CSI: 0.496
Max BC CSI: 0.368
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
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10/11/2019
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R. / Rh / Rw / U / RL
B 336 /- /- /259 /117 /173
D 127 /- /- 1101 /20 /-
C 171 /- /- 191 1133 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.5
D Brg Width =1.5 Min Req= -
C Brg Width =1.5 Min Req= -
Beadng B is a rigid sudace.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
failure to build the
ig or cover pa e
wn. The sui ability
SEON: 668234 /T16 /JACK Ply:1 Job Number: 36CS0105A
FROM: AH City: 4 4EBB 1828-Cali'C' /DR Horton_ /4EBB 1828-Call "C' ,DR Horton DRW:
Wgt: 16.8 lbs I Truss Label: US / ... 10/11/2019
C
12
6
m
o in
=2M(A1) B
3 A 1
D
SEAT PLATE REQ.
1, 5
5'
Loading Criteria (ps0
Wind Criteria
Snow Criteria (P9.Pf in PSF)
Defl/CSl Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L!#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.007 D -
Des
EXP: C Kzb NA
D -
Code / Mtsc Criteria
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 15.00 N
TCDL: 4.2 put
Creep Factor: 2.0
r: 2.0
Creep Factor:
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.309
Load Duration: 1.25
MWFRS Parallel Dist:0 to h/2
TPI Std: 2014
Max BC CSI: 0.182
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Top chord 2x4 SP #1
But chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
0
No 047102
STATE OF
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♦Maximum Reactions (Ibs)
Gravity Non -Gravity
B 263 /- /- 1208 /96 /129
D 90 /- /- 170 /13 /-
C 119 /- /- /62 /93 !-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.5
D Brg Width =1.5 Min Req--
C Brg Width =1.5 Min Req= -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
A-B 27 0 B-C 53 -120
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
SEON: 668235/T17/JACK Ply: 1 Job Number: 36C50105A
FROM: AH Oty: 4 4EBB 1828-Cali'C' /DR Horton /4EBB 1828-Cali'C" ,DR Horton DRW:
Wg1: 12.6 lbs Truss Label: CJ3 / .. 10/11/2019
Loading Criteria (p
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
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 pst
BCDL: 5.0 Pat
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pt: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
A
Defi/CSI Criteria
PP Deflection in Icc Udell L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL):-0.003 D - -
HORZ(TL): 0.003 D - -
Creep Factor: 2.0
Max TC CSI: 0.174
Max BC CSI: 0.072
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
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♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 193 /- /- /162 /76 /86
D 51 /- /- 141 /6 /-
C 64 /- /- /30 /51 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width =1.5 Min Req= -
C Brg Width =1.5 Min Req= -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Oty: 4 14EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" ,DR Horton
Wet: 11.2 lbs Truss Label: CJ1
DRW:
... / ... 10/1112019
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Top chord 2x4 SP #1
Bol chord 2x4 SP #1
_L
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzb 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: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
0
12
6 C
2M(A1) B
SEAT PLATE REQ.
r
m
o LO
8T T
1
T
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Cc: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(fL): 0.000 D - -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBG 2017 RES
Max TC CSI: 0.163
TPI Std: 2014
Max BC CSI: 0.015
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
No 047182
STATE OF
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11
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh ! Rw / U / RL
B 150 /- /- /145 177 /42
D 11 /-1 !- 118 /10 /-
C - /-14 !- 125 128 /-
Wind reactions based on MWFRS
B Brg Width =8.0 Min Req=1.5
D Brg Width =1.5 Min Req= -
C Brg Width =1.5 Min Req=-
Been ng 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 28 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
S-D 0 0
INSTALLERS
tw the latest edition of SCSI !Building
is. Installers shall provide to pora
nd bottom chord Shall have a properryly
ed per SCSI semi ns B3, B7 or B10,
unless noted ofRerwise. lister to
failure to build the
Nor cover pa e
The suitability
SEON: 668237 / T21 / HIP_ Ply:ty: 2 4EBB 11 Job Number: 36CS0105A 'I
FROM: AH O828-Cali "C" /DR Horton /4EBB 1828-Cali "C" ,DR Horton DRW:
Wgt: 42.0 lbs Truss Label: HJ7 / ... 10/11/2019
Loading Criteria (ps0
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"
Lumber
Top chord 2x4 SP p1
Bot chord 2x4 SP R7
Webs 2x4 SP N3
6'3"
SEAT PLATE REQ.
"4
6'1"4
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
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Special Loads
------(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TO: From 0 plf at -1.41 to
55 plf at
0.00
TO: From 2 pit at 0.00 to
2 pit at
9.84
BC: From 0 pit at -1.41 to
4 pit at
0.00
BC: From 2 pit at 0.00 to
2 pit at
9.84
TO: -7 lb Cone. Load at 1.41
TO: 128 lb Cone. Load at 4.24
TO: 2381b Cone. Load at 7.07
BC: 231b Conc. Load at 1.41
BC: 103 Ib Conc. Load at 4.24
BC: 179 Ib Conc. Load at 7.07
Wind
Wind loads and reactions based on MW FRS.
of
3'7"
0
9'3"4
Snow Criteria (Pg,Pf in PEP)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs) '
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell Uff
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.015 G 999 240
Loc Rt / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.028 G 999 180
B 330 /- /- /- 1208 /-
Snow Duration: NA
HORZ(LL): 0.004 F -
E 385 /- /0 /- /175 /0
HORZ(TL): 0.008 F -
D 29 /- /- /- 114 /-
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MW FRS
Bldg Code: FBC 2017 RES
Max TO CSI: 0.241
B Brg Width = 10.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.326
E Brg Width= 1.5 Min Req= -
Rep Fac: Varies by Let Case
Max Web CSI: 0.256
D Brg Width =1.5 Min Req = -
Bearing B is a rigid
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearing B requires a seatt plate.
a sea plate.
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-0 55 -72
B - C 330 - 650
No 047102
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CONTRACTORS INCLUDING THE INSTALLERS
of
Maximum Bet Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-G 604 -290 F-E 0 0
G - F 591 -298
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens,
Comp.
G - C 286 -47 C - F 345 -709
e
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Oro 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or 140 mph Wind Speed,-S5' Mean Helght, Enclosed, Exposure B Kzt = 100
On 120 mph Wind Speed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
rade
Spacing Species Grade",_
No
Braces
(U lx4 'L' Brace •
(1) 2.4 'L' Brace s
(2) 2x4 -1-- Brace I+s
(U 2x6 'L' Bruce s
(2) 2.6 'L' Brace
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' to,
6' 7'
6' to,
7' 9'
8' 1'
9' 3'
9' 7-
12, B'
12' 8'
14, 0'
t4' 0'
U
S P F
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' II'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
74' 0'
HF
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Q
Standartl
3' 8'
4' ll'
5' 3'
6' 7'
7' t-
e' It-
9' 6'
10' 4'
ll' 1'
14, 0'
14' 0'
Q1
#t
4' 0'
6' 8'
6' ll'
7. 10'
8' 2'
9' 4'
9' 8'
1'2' 4'
12, 9'
14' 0'
14' 0'
S P
#2
3' 10'
6' 7'
6' to-
7' 9'
8' 1',
9' 3'
9' 7'
12, 2'
12, 8'
14, 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' ll'
7' 5'
9' 2'
9' 7'
10, tl'
ll' e'
14' 0'
14' 0'
c�u
D F L
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
ll' 8'
14, 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
1 6. 7'
8' 4'
e' 11'
9' 8'
10' 4'
13' V
14' 0'
U
#1 / #2
4. 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
ll' 0'
13' 11'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 2'
7' V
7' 9'
e' 9'
9' V
10' 5'
10, 10-
13' 9'
14' 0'
14' 0'
t4' 0'
S
U
H F
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13, 9'
14' 0'
14' 0'
Ill' 0'
t
Sn#ndnrd
l
Q
4' T
7' 7'
7' ll'
9' 0'
9' 4'
10' 8'
ill to
14' 0'
14' 0'
14' 0'
14' C'
S P
#2
4' S'
7' 6'
7' 9'
8' 10'
9' 3'
10' 7'
ll' 0'
13, 11'
14' 0'
14' 0'
14' C'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
l4' 0'
y
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
to, 11'
13' 4'
t4' C.
14' C'
Lt' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
to, 10,
it, to'
12' 7-
14. 0'
14' 0'
-Q
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
10' 7'
t2' V
14' 0'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
It, 6'
12, 0'
14' 0'
14. 0'
14' 0'
14' 0'
L,'
U
H F
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
Standard
4' 7'
7. 0'
7' 5'
9' 4'
10' 0'
11' 6'
12' C'
14' 0'
14' 0'
14' 0'
14' 0'
X
HI,
5' 1'
8' S'
8' B'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'M01
'
d
S P
#2
4' 10'
8' 3'
8' T
9' 9'
]0' 2'
I1' T
12' 1'
ii' 0'
14' 0''
#3
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' T
12, 0'
14' 0'
14' 0''D
F L
Stud
4' 9'
7' 4'
7' to-
9' 8'
0' 1'
]'
12' 0'
14' 0'
14' 0''Standartl
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6-
12, 0'
13' 7'
14' 0'0'
oble Truss
01a1onal brace aPtbm.
I
P
vertical length y be
YII�L
doubled when tllogonal
brace Is used Connect
dlaBonal brace far 60011
at each entl. Mox web
BroLc
tatol length Is 14'.
2x6 OF-L b2 or
better alagamat
Vertical length shown
br¢ce) singa
In tabte above.
or double
45•
of
(as blown) t
JS
pper d.
Connect dbgano at
11
1
I_
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Npmc, a alNtlm o1 [iV BUAtlny Lmpmantc Group NC chMl not be respmchlr for nrry aYNatbn 1
AN TVCOMPANV trio drarhp. anY fdlwe to bJW Hre buss h caniwnance N<F ANSI/iPt 1, or fa horWllnW abpgnp.
hzt¢II¢4cn L Madrg of trueuz
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133119 La Omnl Drive Per ¢nY ctnxtur'e Is Far more
InPa nor¢sponm eP tM &8awg Oedpim pen ANSVIPI 14cE
Eamm" M063045 ALPINE.NT we. rMk JabL nabs ea0s and Mrn xeb vibe
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U
Bracing Group Species and Grades
Group At
S ru Pine -Fir Hen -Fir
pl / rd #2 Standa#2 Skutl
p3 Stud1 #3 Standard
Do, las fir -Larch Southern Plnesv
03 #3
Stud Stud
Stantlartl it standard
-
Group BI
Hen -Flo,
RI L at,
#1
0ou I Flr-Larch Southern Plnesxw
#1 pl
#2 b2
Ix4 Braces shall be SRB (Stress -Rated Board).
swror Not So. Pine use only Industrial 55 0
Industrial 45 Stress -Rated Boords. Group B
v¢Wes ma be used with these r¢tles.
Gable Truss ➢etaK Notes,
Wind Load deflection criterion Is L/240.
Pr-v Ids uplift connections for 75 PLF over
continuous bearing (5 psP TC Dead Load).
Debts end supports load from 4' 0' outlookers
with 2' O' erhang, or 12' plywood Overhang.
Attach 'L' braces with led (al2B'v3.0' mIN nulls
W For <U 'L' brace, space naps at 2' a..
In 18' and zenes and 4' o.a, between z s )KWor (2) 'L' braces, space nails at 3' ec
In IS- end zones and 6' oc., between zones.
'L' bracing must be a mInlh.m of BOX of web
member length.
Gable Vertical Plate Sizes
+ Refer to common truss design far
peak, spice, and heel plates.
Refer to the BuRdlng Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Vertical Lwroth
No
Less than 4. 0'
Alice
2X3
Greater than 4' 0', but
less than 11' 6'
3X4
Greater than Il' 6'
4X4
��� ���;` MAX. TOT. LD. 60 PSF
^"01oLtt)`h MAX. SPACING 24.0'
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ort 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00
Or, t40 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Uri 120 Mph Wind Speed, 30' Mean Melaht, Partially Enclosed, Exposure D, Kzt = 1,00
S
Gable Vertical
Spacing Species Grade
2x4 Bracek3'B'
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
42) 2X4 'L' Brace xw
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group A
Group B
#1 / #2
6' 3'
6. 6'
7' 5'
T 8'
8' 9'
9' 2'
11' 7'
13, 9'
14' 0'
S P F
#3
5' 5'
S' 9'
7' 2'
7' 7'
8' 8'
9. 1'
11' 3'
13' 7'
14' 0'
U
Stud
5' 4'
5' 8'
7' 2'
T 7'
8' 8'
9' l'
11' 2'
13' 7'
14' 0'
0
HF
Standard
N9'7'
6' 4'
6' 7'
7' 6'
7' 9'
8' 1'
9' 3l'
ll' 9'
13, 11'
14' 0'
J
a
S P
#2
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
13, 9'
14. V
#3
4' 10'
5' 2'
6' 5'
6' 11'
8'9'9'1'Ili'
1'
13' 8'
14' 0'
DFL
Stud
4' 10'
5' 2-
6' 5'
6' 11'
8' 9'
9' 1'
to- 1'
l3' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' e'
6. V
7' 9'
8' 3'
8' ll'
12, 2'
13' o'
U
#1 / #2
4' 2'
7' 2'
7' 5-
8' S'
8. 9'
10' l'
to' 6'
13, 3'
139
14' 0'
14' o'
S P F
113
4' 0'
6' 7'
7' 5'
8' 4'
9' Il'
to' 4'
13' 1'
13' 7'
14' 0'
14' 0'
i
Lf
L�
Stud
4. 0'
6' 7'
7' 0'
8' 4'
9' Ill
to' 4'
13' 1'
13' 7'
14' 0'
14' 0'
O
I 1 F
Standard
4' 0'
5' B'
6' 0'
7' 6-
9' ll'
to' 4-
11' to-
12, B.
14' 0'
14' 0'
rij
#1
4' 5'
7' 3'
7' 6'
B' 7'
10' 2'
10' 7'
13' 5'
13' 11'
l4' 0'
l4' 0'
/
S P
#2
4' 2'
7' 2'
7' 5-
B' 5'
10, V
10, G.
13, 3'
13, 9'
14' 0'
14' 0'
#3
4' V
5' ll'
6' 4'
7. ll'
R7'6'
10' 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
0J
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
to, 0'
to, 5'
12, 5'
13' 3•
l4' 0'
14' 0'
Standard
4' 0'
5' 3'
5. 7'
7' 0'
9'5'10,
2'
It, 0'
ll' 9'
14' 0'
14. 0'
#1 / #2
4' 8'
7' 11'
8'2'9'
4'
to, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14,0'SPF
#3
4' 5'
7' 7'
8' 1'
9'2'
to, 11'
I1' 5'
14' 0'
14' 0'
14' 0'
14' 0'
u'
LJ
i�F
Stud
4' 5'
7' 7'
8' V
9' 2'
10' ll'
It' 5'
14' 0'
14. 0'
14. 0'
14. 0'
O
I I
Standard
4' S'
6' 6'
6' 11'
8' 8'
l'
ll' 5'
13' 7'
14' 0'
14' 0'
14' 0'
x
#1
4' I0'
8' 0'
8' 3'
9' 5'
'
11' B.
14' 0'
14' 0'
14. 0'
14. 0'
P
p2
4' 8'
7' 11'
e' 2'
9' 4'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 6'
6' 10'
7' 3'
9' 1'
'
WT.
It, 6'
14' 0'
14' 0'
14' 0'
14' 0'
ND
F L
Stud
4' 6'
6' to-
7' 3'
9' 1'
'
11. 6'
14' 0'
14' 0'
14' 0'
14, 0'
Stemporal
4' 5'
6' V
6' 5'
8' 1'
I]'
11' 5'
12. 8'
13' 7'
14' 0'
14' 0'
➢Iagonol brace option,
verticai length may be
doubled when d.lo of
broce Is used Connect
diogomal broce for 6900
at ep(ri end. Max web
total length is 14'.
Vertical length shown
In table above.
Connect dbBon.T !
mid olnt of vertical wee
d&9
AM IIWCUMPANY
ISteg Laolon,odw
EMn C.1,M06to45
Truss
I8'
L
B
L.
Bra ce
Rf df
16 ➢F-L 02 or
wtte, diagonal
T
broce, single
Is,
X
or double t
1
Cos shown) at
L
upper end.
chart above for
1 zTii ERS.
Bracing Group Species and Grades,
Group A-
S ruce-Pine-Fir Hem -Fir
01 / 02 Standortl 02 Stool
q3 Stad p3 Stantlortl
Do u loz F1r-Larch Southern fine...
03 03
standa
Shd Stud
,a Standard
Group B,
Hen -Fir
41 6 Btr
RI
Do u Ios Fir -Lurch Southern fine...
01 pl
P2 n2
Ix4 Braces shall be SRB (Stress -Rated Board),
o.Fa, 1.4 Sa. Pine use only Ind.strlal 55 or
Intlustr4t 45 Stress -Rated Boords. Group B
values no be usetl wllh these ,atlas.
Goble Truss Detail Notes
WIM Load deflection cNteron Ln V2Iia
ProMde uplift connections for 135 plf ever
contbuous beorki 6 psf iC ➢ead Load).
Gable end s ports load iron 4' ➢' autlaokers
with 2' Or overhang, or !2' plywootl overhang.
Attach 'L' braces with 10d (0d2B'x3.0' mn) wits.
)K For (1) -Vbrace, space notes at 2' ac.
In Ur end zan.. and 4' on. between ,anew.
dld(For (2) 'L' broce.- space nalis at 3' o.C.
In 18' end zones and 6' ac. between zones.
'L' brocing must be a nlNnum of 80% of web
member length
Gable Vertical Plate Sizes
Vert1col Len th No S pce
Less on
4' or 2X4 it
Greater than 4' a', but 4X4
I than 12. 0'
e Refer to common truss design for
peak, spike, and heel plate,
Refer to the III Designer for conditions
not addressed by this detail.
NE ASCE7-l0-GAB16030
DATE 10/0
1/14
I have trooz, roloura per =1 activs as, 07 or B,o, at mdkadr. Pppy pates to each Peer
:r M petltW ac zno.n atevr aM on the J z trtolc1 vl rc rotM otNr.,u.
:r to a,vregr 161F-Z Or etuxI pa4 xishlons
one, . III of In4 Moll, pa,fon.nt. k.a eh.0 not w rrcppnzbi. f— arm ebn ,Ion = /$ ATE OP
Zoneo e.. on, filb. U "a the tn,e. h�ww,e dm 4„sirtP11, or r: i=mi.a. snbphe1 % -O ? MAX. TOT. LD. 60 PSF
,
L nredre of <—I. P. kr;
N an this do.b or mrw poaw Usi q1. arcwha eticetn acvnawe of proF..shml ':90�, <O R10. �44rtt:
v ,- b wi.,v rP the d i W. 1h. atawer aM �w or this dc.ty .
mmt a rrRpa,mutr or gno-o peel p.r 4xsTrrv[ 1 B. z ���. N ta`
RLP�F ter tom w the, yb• ar re, not,. WRe orµ :�r,tw: w419p, � ��r�tdatt MAX. SPACING 24.0'
wrilwheiwmn 71. .w.tpnr4vpa SBG ..wmtbWu V'r BI `1m Yc F.<re 4b NA
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'
brace required
In lieu of scab brace Gable
vertical Length greater than
48' 'L' or 'T' brace required
'T
Relnfoi
Kent
G.
Tr
Gable vertical length
)renter than 48' 'L'
lr 'I' brace required
Truss Plate
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overtopped plates to span the web.I /
Example, 2X4 hI/ '
2X4/��rYll—I2VX8
Provide connections for uplift specified on the engineered truss design
Attach each 'T' reinforcing member with
End Driven Nails,
10d Common (0.148'x 3.',min) Malts at 4' o.c. plus
(4) nails In the top and bottom chords.
Toenalled Molls'
10d Common (0.148'x3',min) Toenails at 4' o.c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate ALpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051D14, A12030051014, A11030D51014, Af0030051014, A1403DO51014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC10ID14, A14015ENCI01014, A16015ENC1o1014,
AISDISENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A1153DENC101014, A12030ENC101014, A1403CENC101014, A16030ENCI01014,
A18030ENC101014, A20030ENCI01014, A20030EN➢101014, A2003OPE➢IOLD14
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-naR - Or - I End-nn6
[� A ZI
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'I' 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'o.c. SP R3.
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30X = 1.3D
(1) 2x4 'L' Brace Length - 8' 7'
Maximum 'I' Reinforced Gable Vertical Length
1.30 x 8' 7'=11'2'
ReInP.
Mbr. Size
'T'
Increase
2x4
30 Y.
2x6
20 7.
ccvARKIN a READ M Fa ALL NOM ON T1aS D%noNH REF LET -IN V ERT
oDPOWIA FI&IOSII THUS DRAwMO To ALL ORRRAOTmi DINARIDG TIE DISTALLERS 9 Tj
Trustee reauhe adden o care b fnherwtnco"hanElbp.e!` y W.mASlmy q Mhad Smu`ff- Weanct
n, �c'�>f'.'+CeH 4* DATE 10/01/14
garac as Intrat pert of g these
se f Co r y D '�
11Me..roted utlwrww`isef. � cho tl`�1hatt"hmv poont' attache PitrclMa sNntWL`o, brt`!on Wrd xv oai,ex T ?
!loll have n properly nttodrtl rlgw nnbq. Locations shown for permahant laterel reetmint of web! S*s * A DRWG GBLLETIN1014
���i� D� tholllnve Wapcabg FutaUrtl prr DDSI eect6ns RH, H) ar 810. a eppltable. APPIy plates to each fncr fi9t exRTE
a O IUI�\\fl Refer A. drarlap QMi 11P`ftnlldartl pint! Ital. and am theMwIJ hAa. D`ta1w, un`nna MMtl nWrW.. ry qlf{nN'Ol��F
AN fM1Y COMPANY Akew, a dvloon of ITV HULdro Conpomwn<c Dra,�h tan arou rot be napaaowr far ny tlrylatlwn tram °*n�°+tiaai: t'..`
Wa ameba any fnbex to = e truss in mn orronm ehh ANSf/TPI 1. or fm Mr`�tll ahypirw. `M"""'r"'µ MAX. TOT. LD, 60 PSF
mstn W o L breaMa W o-uccx. cow t.. of nofesda at _ _ A want on tNa abUt or corer oath° eha aoaby bdratee a DUR, FAC, ANY
.awwrr. �ceae�e a , cro.n Thw mnwty ame ua. w me an.rw
133891uhn o:OMa own nrw h ! eNyryemtlwy M &ildro Dredwr per ANStRPI l Sece. � ».......... .
EaMCIry,Mows Far rare IMarc sere Sto Jobc Brrwral rotes y>ape awl these web chase' -- MAX. SPACING 24.0'
ALP INa aeeoy0ukaconl TPb eee.tpbator0� SBON anabcMtlua m'w Dec. waa.tcanf ara
Hip Frame Details
2:
'R'
Hip Frame
Lthed
Use
ASCE
this detail
7-10, 180
for,
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=42 psf, Kzt=1.00
Ttnccturg1
�l elsiNcust be properly attached directly
rWNL@GPr F D N MLnW N MIIES M 1 PUV
..uwort�wm s M n. s m Wm m au �c MMM ra nrsraacRs.
rreul,• rrtrry curr F IOMkvLno. FVMIna. rHmM. h.utW a trecYio. Rrh,
N
o SfiA E OF
wsp�wr�pm wr ar<rwY : mY.. m> Ran w. w•ro..�m..s ravwu n omr.ww
vm arry !n. ,cw eM•°m k i1hft ... i�. a�x3e d �.1•Ywr u¢vlPt i s.°'r•w
�aiee u•eimni o�w im mre MFarmtlen .•e w• pb•. aem.M mere RaR• •m w.r •.b•b Mtev
ErrlU Giy. MO6:MM5 yypm r••<IyMltr.cal lPU ••atpNrta,gl SSW ••�.UCYWustrYmy R%i •••�mwhxg
I➢ATE 10/01/14 1
Valley Detail - ASCE 7-10; 160 mph,
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF 41/#2 or better,
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
ww Attach each valley to every supporting truss with,
(2) 16d box (0,135' x 3.5') nails toe -nailed for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=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.
30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 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
PurUns at 24' oz. 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. -
XXW 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.
All plates shown are ITW BCG Wave Plates. +a Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
4X4
2X4
12 3X4 Palle
� S g
12 Max. 0.CIn
2X4 X4
Pitched Cut I
Bottom Chord
Square Cut Stubbed Valley ❑Ptionnl Hip
�-^ 8-0-0 max
Bottom Chord End Detail Joint Detail
Valley.Toe-y. Iled
4X4
/Valley
12
Common T u e
12 Max. i—
t 2 O. .
X3
:;6-0-0
ll Set
1X3
t\\(` ,##'�' a 4
Spacing) IX3 2X4 Q oc\p9
1X3 5X4/SPL
SP
1
Cmon T omusses Partial Framing
20-0-0 (++)
at 2 ' o,c. Plan
Supporting trusses at 24' o.c. maximum spacing.
t111w,uunu,P�
..vuweeas. Pub axo faaua au. rmct px Tess mbvrMa
narmTurte r m less vuvwc m ul C@llxnmms bsoa l tyE bsyla s
Trusses rw,u e[b'en. can N PabN[aWp. M1 Krg, sb,pN , N[twtMg wi bmc,np War to ma
,. J� AR f ;'''ie
�` i� /f. II``II i)
TC LL 30
30
40PSF
REF VALLEY DETAIL
Pales[ w I[ten .mum f eul c aw,g Cmpmett Safety Waraamn, by TPI and secs) for safety
to b.[e fw w$ona, Inamner. Feu aravw..erema.Y wemn wr =.
`` Q' \vE1ytS1 ./
�" \. F . T
�C DL 20
15�
7PSF
DATE 10/01/2014
DRWG V AL160101014
ymbaes prhr Wfa.°w1p
INI... naaa amer.be !ap mnra ttn F.v. Prmeay a<leaY.a <ra[a.m F.a<FNp m� baetar dwra
r P
}pyam� DL 10
"Y
10
10 PSF
[MY Mw a prow,iY a«atl+etl rkla Ibi0. Lewtbns [b.n for pnna M Iairmt restraht I webs
[Fall ueW Ma Nn A. for SCSI [e t ', the J Ut a[ . PPoIY plats b Oath Pole
of trot[ a,d `Pla":tlm A. for.n ba.. [0 <F. �aNe nttwa, °mti'ef`. waa wr.,W.
—
_
=
BC ILL 0
0
0 PSF
ul mvmntpnrcr
ctfer , e...If f M for .. C a.,imet. Podbma
e drA a dW[bn of ITV o buod Canp--- a f .f IM. [Fall no! be rK 1, -de for an aevl w fron
.nb tlraea, , mr fma m woo b. o-a.. N [mfornena. am owvrtPT 1, w far Fa�allro. wpptb,
q ATE OF
_
TET. LD, 60
3
57PSF
55
of
a.eaua<kn L u-aalna of truss...
,t foal m 1 7 o [wo- wpe Ibbq uJs dv f,a ., a¢e...1 oP praMsbW
µy [panewq nay fQ !a. a.[laa cbn TM .wwbury .rd a[e or we sashp
%'%)
'. O i [i D w
l
'ie �/`(`p
�UR.FAL.1.25'1.33
1.15
1.15
Eam ciakelmnl oaw
EaM CiIY. MO WOaS
far siry trre b W cParsOulY of qe P/!lB bww, W for NSVIPI I Het
Far .fore hf.—tbn u. Ws bb's wnmal npNe wpe aM Msse web tlttn
uPmn --toirst—i Too —.toles mai =6 wassbclnwstrv.aal ICa oakcsah.wp
1 T 1\�(!
''p `p p C`,o°`
L. U�ll! i a �, ClV
SPACING
24.0'
I
Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enc(osed, Exposure C, Kzt=1,00
Or nph WInd, 30.00 ft Hean Hot, ASCE 7-10, Enclosed Bid%. located anywhere h roof, Exp C, Wind DLw 5.0 psf (min), Kzt=1.0.
Or 140 nph wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed do. located anywhere In roof, Exp D, wind DL= 5.0 psf (nln), Kzt=I.O.
Note- Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' a.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
we RnP— to Fnnlnoor 1e ennled +-- 4-1— M—,— I-- ..Inn..6...b ,.-. Aeen ♦—.- c neNCl�n 11....c
Detail A 1 Purlin Spacing = 24' o,c, or less
12
Up to 12 17 II
I —Top Chord Scab (Typical Each End) Flat top chord purllns required at both
ends and at 24' max o.c. spacing In between.
Detail B : Purlin Spacing > 24' o.c,
Piggyback cap truss slant nailed to all top chord purlln
chord with (2) 3 box Halls <(I side
only
and secure top
chord with 2x4 q3 grade scab (i side only at each end)
attached with 2 rows of IOtl box nails (0.128'x3') at 4• o.c.
12 Attach purlln bracing to the flat top chord
using a minimum of (2) I6d box nags (0.135'x3.5').
Up to 12 17 ii ii
NN I I \\ ( I I // I I cma.c. now
Chard Scab (Typical Each End) ChordFLL Flat top chord purllns required at
Depth both ends, purlln spacing ) 24' o.c.
Note- If purllns or sheathing are not specified on the flat top of the base
truss, purllns must be Installed at 24' o.c. max. and use Detail A.
oVKXMTw C Nil n1i N IY= QI T IS dNVaW `0' ww TANrww I�RUp1 nas wwwec M w �rawcrma pwa.wwc Tx Irsrxarnx
AN TVCbMMNY ,afh•, a a.Isiw or m w16eq emroa.rrss crow o.
w. Mliona, it rave to s—w vaa: In cmrPon..
weauata- s bA.ba ar o-a...w.
w creel m aa, trweW w mver was umn ww as
emMrM na� �IIY .del' Prr tN Maw men
Eanh l,,M0lOrive y • W rsaatan s. y e !g
EMIT CIN.Ma 6YM5 ueajm nt aearrw}IaAt... �F.pa err
7�
'HIE OF
opIOP
Piggyback cap truss slant nailed to all top chord
purlln bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 e3 grade scab
(1 slde only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4- o.c.
Attach purlln bracing to the flat top chord
using (2) I6d box nails (0.135'x3.5-X
The top chord 03 grade 2x4 scab may be replaced
with either of the following- (1) 3X8 Trulox
plate attached with (8) 0.120'xl.375' nails, (4)
Into cap TC 6 (4) Into base truss TC or (1) 28PB
e piggyback flake ptoted to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl,375' nails. Note- Nalling thru holes of
wave plate Is acceptable.
w In addition, provide connectlon
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3XIO Trulox plates for 2x6 and larger chord
members. Attach to each Face 8 8' o.c. with (4)
0.120'xl.375' nails Into cap bottom chord and (4)
N base truss top chord. Tr.Lox plates nay be
staggered 4' ae. front to back faces.
APA Rated Gusset
8'x8'x7/16' (min) APA rated sheathlnpp gqussets
(each face). Attach 0 8' o.c. with (8) 6d common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chard. Gussets
nay be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2.4 SPF 112, full chord depth scabs (each face).
Attach 0 8' o.c. with (6) 10d box nails (0.128'x3')
Per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back Faces.
2BPB Wave Planyb.ck Plate
@Dn8 o.c. Attvppchplteethct p1ate to pF80vback each
timeof
fabrication. Rttoch to supporSlno truss with
(4) 0.120'x1.375' nails per face per ply.
Piggyback plates may be staggered 4' o.c. front
to back faces.
REF PIGGYBACK
DATE 10/01/14
➢RWG PBIGOI01014
24.0'
CLR Reinforcing
This detalt Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but on alternative web
reinforcement method is desired.
Notes
This detalt 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 Relnforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf,
20 or 2x4
1 row
2x4
1-2x4
20 or 2x4
2 rows
2x6
2-2x4
2x6
1 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
otherwlse on Engineer's sealed design.
(NO Center scab on wide face of web. Apply (1) scab to each
face of web.
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforce 1entl or
L-Reinf.
Apply to either side of web narrow face.
Attach with LOd (0.128'x3.0',mIn) nulls
at 6' o.c. Reinforcing member Is
a minimum 60% of web
member length.
I�
T-Reinf. L-Reinf.
Scab Reinforcementi
Apply scob(s) to wide face of web.
No more than (1) scab per face. 7-1
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.
..gPWTPNI �mIWaSa ilg EAD W-FT1agLL�Ct MTIDDiM Ties OR16V91B II1SfgLLERS
: `"vEL Mg9'O.v�
TC LL PSF
REF CLR Subst.
DATE 10/01/14
Trufoibaathe taper owe
I'3'
H(BWtlln9 GrynmantgSreafe YP In q"n.atbn. by TPl= )aim feof ty
oa`Q� E,tI Tj
A�
�G IYS �✓''i
TC DL PSF
DRWG BRCLBSUB1014
icleat ISM to pa.anrnFa tierce avetlma Lrctnuwa aWt proven tenses,y trndnp w. @SL
mkac mtee egerpao ten chore .Mg ware wapert, attwaK.d structural sh..tHfa end bptewa dtoM
Mere attached HOW Locatlar0 For t11m rea4oT< rubs
�' F fnN
C DL PSF
shaU a protests caPNp. [Man pernenmt pf
men M.e bnd heemlre per ern e.etlme u, gY ar gm, a. aP taHa. apWy p.atre to earn vacs
truce e,tl poslekn a..he.,n ebave and on eh. Jeint Det.i., re ae<ad efMr.m..
= y
X
�C LL PSF
Aii InV aDMMNY
Ff
.ver to dre.Nos 16oq-z for standard Pitts poaHlanx
glph., a m.wvon
W.f uv Moro -P--,. wo�q q WIS ,o .,a,, nut be re.parpbl, for any e.w.1M Iron
<He dq, any fdur. to old the truss h wn Ho-ae d11, or far haMNo, aNPdaO,
A
c � BOP
OT. LD. PSF
installation 1 .1, of i-e-a.
q seal an tests, treabq or covw paP uaaN tHa Na.F trdcatea accapfn,ca as lrafazzlw.l
.rah.ew r� pmaeen cape for p.a :,atpnm. TM wmnutr ..a vac of time o- .hp
far W'e la 9dtYa =,; g4SVIP11 Sect
� 'q fi Q
iJy� (� � I�i^ ((f .�
ay `T_
DUR. FAC.
19369Lakelmnlolive
Eannan.g1o53Ms
anY responffi�IItY per
For r. Infer Van see Ws job's oa l notes page aM .... ..b pan, ro
sli.....tH.Wo .eor. Too•....tohat — SBL4 a ...bclndueGwnra� MD .Hd....f.<
d/i{Vfiqq qi'� c
4. 1a�(ia � • . I+1.1\ry oral
SPACING
Cracked or Broken Member Repair Detail
Load Duration = 07
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 single 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 = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member lengths) = (2)(U + (B)
Scab member length (S) must be within the broken panel,
Nall Into 2x4 members using two (2) rows at 4' mc., rows staggered.
Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered.
Nall using IOd box or gun nalis (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail Is limited to Visual oracle #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mld-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.
B
L L
4' O.0
�TYPico, ~
+ O + O + O + O
o + o + o + o +
---1 2' F—
Stagger
+ = Back Face lOd Box (0.128' x 3', min) Nalls,
O = Front Face 2x4 Member - Double Row Stagger(
2x6 Member - Triple Row. Staggere�
Nail
AN RW COMPANY
13309 LdW.M 0.o
EaM c".06.5
cing Detail
=WPABM9.. 46B " fI v PLL Ie1LS M
..BwMTr o. nwmsx Iws BMV= m at rfrllBAc3ma
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,
2470#
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#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
66604
n=! . -..o. d Pi.t. OW . - pi IRTE OF
m BWM9 Co,,00[ t. Gimp Inc :h.Q not E. «sN 4ae for wy deN Il f'oo P
re to
trsl�J w ws3 F Confarrorce um "L IPI 1,or fo, Inblip, ewOgry, i /O /
`ro o- mwr row u.aw tw. e...9a eacotoo o—Pm .1 Yof•.s0�.1 4� .(` 1. 0 R l�
touch for .� de .neon TM atmwtr *M �. of two va.ra ii F19 `1
tiv resW�mlkY eI W Ba1,M19 BeslMls' co, NISV I Sect 'f4. V/(*)A � Cq
L clot.,
LB
B\
L
L I
24,0'
MEMBER REPAIR
10/01/14
REPCHRD1014
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
LENGTH T0TRIM FILLER
r EXISTING FILLER '�• -I
FRAME CHORDS.
USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR
FALSE FRAME WEPS.
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).
wL,ATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
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
1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOt
2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
3, LOADS IN EXCESS OF 10PSF 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'-O').
B. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
WITHOUT THE NEED FOR REPAIR DETAILS, PROVI➢ED THE MODIFICATION DI
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS 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 BLO
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS (0.113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0.120') xl.375' 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) lOd BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
miwxnrm Provo Nm intuv nu wits a >ws mnvua
..ur�tfmd nYeaMi iws muvvw m NL wlipncims uaa.wec il¢ rNsrttuns
AN RWCOMMNI' Wi daMrp. pfaivv to bJW Mr 4uu b cow slfF NISI/iP[ 4 w im Fnrrllp. cNp
YUMUn1M t b Yq Sf tops.
t sN m tlH baNY Q m� PST IbW tlU tresb. FCcntes occepfa�ti eP Proftisbnl
�re�p [�n[gRy sNs1Y 1m tM tlss(� dcm Ths slinblltY SM 'm o1 Ws dosYp
15]891aMa4wl orrve ro- cbwry v�ctww Ir tlp nrymitlltr o1 w BI�p Yesy�er pm M1SbIP[ 1 SefY
F.vtM1 CiH.MO WWS .S�Gw os�PormfMmses Ws,pb�Pm�ll ^tr�TF Ocs�fNr'ro eb �tenfsaro
STATc OF
�ZOR10i
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
20.00 ft mean hgt, located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1.00.
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00.
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 10d box (0.128'x3.0', min)
nails at 8' o.c. plus clusters of four nails where shown In figure below 00,
NOTE, #2 Is the minimum lumber grade allowed for all species.
NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections.
[rvsam».. ac[o ern wnv au. rm1Es a rws mwwm
[[n.mtwim nawsx Iws mwwc m eu mlrwc*ms mauuwc nc asruxEas
wcF[.. awen [P rtv aleno ca.ronenr. wg IK aml w[ m RI71 V e r: a I=
N1 RWCOMPANY n[t ac[M, eer rd� m ww me wtv n m. .,.n.ce .roe [xsvrrl 1, � Pv� n[ro [ww
-1y�[19 Wt r-Q m... e.W YtlMp W mn[b. YHmtet am>mnx or Y.rerLeml
—1 w�p �[PydA �ty tawr r w ds� ao.�[ me we.wlr e.e m a wt aoea
1]]es ldFe4M1(!Mu PQ ury [b�,CMM If Me ee�a�4ty eY ve iYle� [[NrP c[r uavin I Seri
EaN Gry.uO BYNS fo- wn Infam[tl YJob'.penal Mr[ paW e,d tM[e ee! cu..[LP116� neclpMRcorJ mVtpF[CePy S6C4 m.N[M,cVYmBI IW [erit[nPeavg
OF
TOP CHORD REF 2X4 SCAB O,H.
IOT TO DATE 10/01/14
140 PSF
PLUS LIVE) IDRWG OHSCB2X41014
FAC.
24'
EJ o
End Jack EJ
12
(2) 16d TOE NAILS
1
VARIES OPTIONAL
SCISSORS BOTTOM CORD
N eveled Jack (BJ) (
a
GS s
—=
s� m w
(2) 16d TOE NAILS
' 'm a.
CONNECTION DETAIL
B-0-0 MAX. SPAN
(BJ)
(2) 16d GUN NAILS
m
FOR EACH TION
O&ABOTiOM
TYPICAL END JACK (EJ)
SHOWN TOP
N.T.S.
ceAGJ
2X4 SYP Nailer 16" Long
Got�l 8-0 MAx.
Top
Top & Bottom use 16d
boo
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
OPTIONAL WEB CONnGURATION
12
VARIES
(4) 16d NAILS
See Connection Detail
12
© VARIES
(4) 16d NAILS
See Connection Detail
\\ OPTIONAL
WEB CONnGURAMON
3X4
\\
-
(4) 16d NAILS
See Connection Detail
11-3-12 MAX.
SPAN
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
TYPICAL CORNER JACK (CJ)
N.T.S.
N.T.S.
TYPICAL CORATE#
SET INSTALLATION
,�.� ��L MAgT�°°.°i
TYPICAL LOADING
P.S.F.
ENS�,'������
nle: SHINGuS:
`.`�P?��C
••
TOP LIVE LOAD:
20 20
?
MANUEL MARTINEZ, P.E.
TOP DEAD LOAD
BOTTOM DEAD L
15 7
AD: 10 10
-
m * * C
AMA
FLORIDA
REGISTERED ENGINEER
TOTAL:
STRESS
45 37
INC. 1.25 1.25
-
=�= cc
LICENSE # PE 47182
WIND DESIGN: MTV(
160 MPH PER
off'. STATE OP Lu>
•Q/
ASCE 7-10 MAX.
24^ O.C.
i e
*-WARNING"
drawing.
I��s R
Read & FQllow
Fumish this drawing to all
all notes on this
ontractors including the installers.
®i°°SAO ••••����`
/rllee1111"