HomeMy WebLinkAboutTrussANULK bUHLUULL I TRIES13 N. NO.'SORDIXE
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WE STMORO ASCE 7-10 'm a N65ARZY IN m LW mph 2' FOR PWNBWG IF
BBa BP®1£ O®C ROOR TRU55 BPAENG
BALDING IBE Z-C UNILR NOIFD
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
1 6 1
9'�BRIG
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPAallo IS W O.0 IXCEPT AS WWN.
DO NOT OUT OR ALTER TRUSSES WIRMT
MT ORZAT N MIN THIS 6T m
THIS a m MUST BE NOTIFIED WINw In DAYS OF SBPMEIT aP
MY SRDWH W CWIPERTE MD/OR YISSND PlE
NO BAIXCHARCES WTE BE HONORED.
WARNING
NOTE
, R 9OUTAT ApaImAIDLE:
1) ANm4TlA W ro fl10 wm FA TM
2) YflMGMw T Alt Mom. . AN, W T.
wDLgMa AN, MIOII$ MV RTM Nm Wl
OVtl1AN4 OEIN4 ElG
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eN%L .dta�!N.
�91z ® COMPONEN]S
KcLeIVED
FEB 0.4 2020
RANEY COMPONENTS
JFqney
19900 Independence Blvd.
ld onents, LLt Groveland, FI 34736
1n one: (352)429-9429 a (352)429-0304 a Fax (352)429.7429
Cover Sheet
Order #
JOB # 36CS0066A
Printed: Thu, Oct 10 2019
—JOr71"Formarlu"
Addraae:
EORName ertdLlwnse Number.
Caabmerxeme:
Creekside Lot 661A
DR Horton
3201 Tdntty Cir
eesmlpaon:
Wry, Sbb. 12p:
4EBB 1828-Cali °C" LL OL
Fort Pierce, FL
—L08OIng intormation:
Roo7Leade:
Roor Loads:
Mum TCDwd•
BCL :
BCBeed:
Tc L".
TCGed:
echo:
BCGad:
20 7
0
10
0
0
0
0
Bldg. Coda: WbdSW.
Wlnd Sped:
Bldg. Berge:
aemmng Type:
Wbd Type:
FBC 2017 RES ASCE 7-10
160
Residential - CAT 11
C
MWFRC & C&C WIM
Pages or sheets covered by this seal from: 1 thm 33 Total 33
S DESCRIPTION SEONO i DESCRIPTION SEONO P DESCRIPTION SEONO f DESCRIPTION SEONO
1 Al 2 A1A 3 A2 4 AT
5 A4 8 AS 7 AS a A7
9 AS 10 A9 it A10 12 All
13 Al2 14 A13 15 A14G Is A15
17 Are 1a B1GE 19 C1GE 20 D1
21 02 m MG m ve 24 V4
25 E37 28 EJ7A 27 EM 29 G5
m CJ3 30 CA 31 CJ1A 32 W7
33 W3
f
µ�wurry Digitally signed by
yUel Manuel Martinez
*.} 047 ri`�r12 e;2019.10.11
14:26.38 -04 00
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%19_? STATE OF h4►
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aE COPY
Page 1 of 1
SEQN: 668477/T10/COMN Ply: 1 I Job Number. 36CSOOSSA
FROM: AHI Qty: 11 1 4EBB 1828•Cali-C°LLOLIDR Hortsn/4EBB 1828-Cali°C°LLOL,DR Horton DRW:
I Wgt 224.01 a I Tress Label: A7 / ... 10/10,7019
64" T70' 14rl 191m 25'3'9 91'10' 3337 39W
849 1' 9811 659 65T 897 1' S49
sr:AT PUM REo.
1' 6213F I " 67' 57' 2T127714
3 1'i67-13 3 1401 15102572P7 7-
Loading Criteria (ps0
Wind Criteria
TCLL' 20.00
Wnd Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enciomax Closed
BCDL' 10.00
Risk Category: 11
EXP. C Krt NA
Des Ld: 37.00
Mean Haight 15.00 R
NCBCLL: 10.00
TCDL: 42 psi
Soffit 200
BCDL 5.0 psi
Load Duration: 1.25
MWFRS Paraffel Dist 0 to h/2
Spacing: 24.0 °
C&C Dist a: 3.97 R
Loc. from endwa0: not in 4.60 R
GCpi: 0.18
Wind Duration: 1.60
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 (0.1139Q.5°.min.)nafls
(it/ 6' M
Loading
Tress passed check for 20 psi additional bottom
chord live load in areas with 4Yfiigh x 24Wde
clearance.
Wlnd
Member design based on both MWFRS and CBC.
Snow CINAria (P9,Pf in PSF
Pg: NA Ct NA CAT: N
Pt NA Co: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Mise Criteria
Bldg Code: FBC 2017 REG
TPI But 2014
Rep Fam Yes
FT/RT20(Oy10(0)
Plats Type(s):
WAVE
DeNCSI Criteria
PP Deflection in loc Udeff Up
VERT(LL): 0.187 O 999 240
VERT(CL): 0.333 0 999 180
HORZ(LL): 0.078 L - -
HORZ(TL): 0.140 L - -
Creep Fehr. 2.0
Max TC CSI: 0.666
Max BC CSI: 0.600
Max Web CSI: 0.583
Mfg Specified Camber.
VIEW Ver. 17.07 02.1208.15
No 047162
STATE OF
d.,�mmmr.am e,.a:."mom
A rA. W.MftYIM1YY6I1LPYiifir�®r�P13
�mmmA�
rlbblr[�(��r W [C6P0 W lmMRd OJi6NOBN
re awammaenmmr.ma.�mmm mmrmr
♦Maximum Reactions (iW)
Gravity Non-Grav'dy,
Loc R+ IR- /Rh /Res /U /RL
B 1654 A /- /961 f/09 /445
J 1654 P /- /961 /709 /-
Wind reactions based on MWFRS
B Brg WxOh = 8.0 Min Req = 2.0
J Brg Width = 8.0 Min Req = 2.0
Bearings B & J am a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply Ohs)
Chores Tens.Coms. Chords Tens. Como.
A-B
Z7 0
F-G
1114 -1908
B-C
1492-300
G-H
1255 -2429
C - D
1227 -2466
H -1
12Z7 -2467
D-E
1254-2429
I-J
1493 -30"
E-F
1114-1906
J-K
27 0
Maximum Bat Chord Foreea Per
Ply Ohs)
Chords
Tens.Comp.
Chords
Tens. Comp,
B-R
26M-1193
O-N
2105 -826
R-Q
2570-1193
N-M
2671 -1195
Q-P
2870-1193
M-L
2871 -1195
P-0
2101 -801
L-J
2574 -1194
Maximum Web Forms
Per Ply Ohs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R-C
276 -5
O-G
494 -777
C-P
418 -598
G-N
464 -164
P-E
404 -164
N-1
418 -597
E-0
494 -776
I-L
Z76 -6
F-O
1365 -751
failure to build the
g or cover pan
m. The su flity
�rtn
ompusenrs.�
SEQN: 706907/T13/COMN Ply:1 Job Numbec36CS0066A
FROM: AH Qty: 1 4EBB 1828-Caii'C' LL OL /DR Horton MESS 1828-Cali'C" U. OL ,DR Horton DRW:
Wgt 260.4 be Truss Label: A1A I ... / ... 10/10/2019
6'4"9 IT114'47 i 54 I 263972411'609 6S"5 6'5 2a T3131
37 63941
87X4 =41x8 -Z(4 W)(8 MR4 IIA4 a4k10
SEAT PLATE REQ.
SEATPLATEREQ.
1' 62Y3 19 2'm13 571 270 6'S'165"1 1'
F 8713 1Y 14'0'1� 191m i 228"+ fir
5 33.1°75
Loading Criteria (ps0
Wind Criteria
TCLL: 20.D0
Wnd Std: ASCE 7-10
TCDL 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: Il
EXP: C Kzt NA
Des Ld: 37.00
Des Ld:: 37.00
Mean Height. 15.00 ft
TCOL: 4.2 psi
Soffit: 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs Zx4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 -r reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: W
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:2o(0)f10(0)
Plate Type(s):
WAVE, HS
DDR/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.244 G 999 240
VERT(CL): 0.457 G 999 180
HORZ(LL): 0.128 M - -
HORZ(TL): 0.240 M - -
Creep Factor. 2.0
Max TC CSI: 0.545
Max BC CSI: 0.599
Max Web CSI: 0.980
Mfg Specified Camber.
VIEWVer. 18.02.01A.0205.20
L4615958]8503D9ClCA30EpE 19fie NF9
<uvm�gwear uaaR�+e+r�+aaa+a;
RRLILrOIIIiY,Ib4b NnslAai Va5M4r
AeMfIONtOYa.
64MCaP�RMHtl6nuaaCmwlCW1 [t �aaSWroY!
M UeUWi+.AMbLntmtartMrrJrlmaarelel Jr
•PDYa
FURNISH THIS DRAWING TO ALL
INSTALLERS
I
4
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity,
Loc R+ /R- /Rh /Rw /U /RL
B 1561 /- /- /960 170B 1445
K 1561 /- /- 1959 f70B /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
K Brg Width = 0.0 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 1226-2257 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 Bot Chard Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-U 2497-1190 R-Q 20 -9
!J - T 2494 -1190 P - N 2985 -1303
T-S 2494-1190 O-M 36 -15
S-R 1920 -800 M-K 2477 -1179
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
U-C
Z76 -5
P-G
195 -122
C-S
416 -608
P-H
601 -1075
S-E
463 -160
H-N
807 -357
E-R
494 -720
N-O
114 -4
F-R
42 -515
N-M
2557 -1218
F-P
2273-1098
N-J
527 -162
R-P
1879 -657
M-J
390 -685
P-Q
27 0
build the
rrnry
om7rontrrt.u<
SEON: 706905 / T9 / HIPS Ply: 1 Job Number. 36CS0066A
FROM: AH Orly: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW.
Wgt 260.4 Ibs Truss Label: A2 / ... 10/10/2019
_ 6'4'e T10'p 12'4"8 1A 2a8' 2T39 31'99 33'3' 39'B'
6'4'6 1i fiT6 F1'6'� fiT] + 45' ')'ta'� 6'4"6 i
a5XSew
F G
SFATPLttE aEe. SEAT PLATE Mo.
39'6'
62-12
1T
I
1
Loading Criteria (pso
Wind Criteria
Snow Criteria (P9,Mn PSF) DefUCSi Criteria
♦Maximum Reactions ([be)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct. NA CAT: NA PP Deeection in loc Udell U#
Gravity
Non -Gravity
TCDL 7.00
Speed: 160 mph
Pf: NA Cc: NA VERT(LL): 0.153 R 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
SCLL 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.287 R 999 180
B 1561 /- /-
/964
7710 1428
BCDL: 10.0o
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.067 M - -
K 1561 /- A
/964
l710 /-
Des Ltl: 37.00
EXP: C Kzt NA
HORZ(TL): 0.126 M - -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height 15.00 R
TCDL: 4.psf
Code / Misc Criteria Creep Factor. 2.0
B Big Width = 8.D
Min Req = 1.8
Soffit 2.00
BCDL 5.0 pef
Bldg Code: F8C 2017 RES Max TC CSI: 0.443
K Big Width = 8.0
Min Re 1.8
9 =
Load Duration: 1.25
MWFRS Parallel Dist 0 to h2
TPI Sid: 2014 Max BC CSI: 0.533
Bearings B & K are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.97 R
Rep Fee: Yes Max Web CSI: 0.509
Bearings B & K require a
seat plate.
Loc. from endwall: not in 4.50 it
FT/RT:20(Oy10(0) Mfg Specied Camber.
Maximum Top Chord Forces Per Ply ([be)
GCpi: 0.18
Plate Type(s):-
Chards Tens.Comp.
Chords
Tens. Comp.
WiindDuration: 1.60
WAVE VIEWVer'. 18.02.01A.0205.20
A-B 27 0
G-H
1149 -1820
Lumber
B-C 1500-28M
H-1
1352 -2345
Top chord 2x4 SP #1
C- D 1333 .2384
I -J
1333 -2384
Bat chord 2x4 SP #1
D - E 1352 -2345
J - K
1500 -2823
Webs 2x4 SP#3
E-F 1149-1820
K-L
27 0
F-G 1099-15%
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Bat Chord Farces Per Ply (Ibs)
member. Or 1x4 "f" reinforcement. 00% length of
Chords Tens.Comp.
Chords
Tens. Comp.
web member. Same'specles & SRB grade or better,
attached with Bd Box or
Gun (0.113"x2.5",minjnails
B-U 2458-1193
O-P
1548 -603
@6"oc.
U-T 2456-1193
P-O
2058 -951
T-S 2068 -921
DAN
2058 -951
Wind
S-R 2058 .921
N-M
2456 -1203
Member design based on both MWFRS and C&C.
Ott;tligititd
R-O 1548 -590
M-K
2458 -1203
.. AATjy��+
N�•�$�EL
��4 '• 1�E
Maximum Web Formes Per Ply(the)
t^:' �"•••' rr
Webs Tens.Comp.
Webs
Tens. Comp.
�`. No 447102 '. w
U-C 217 -5
O-G
298 -288
<r
C-T 308 -439
G-P
499 -259
T-E 4-95
P-H
474 -695
�.�• STATE UP •'jU�
E-R 474 74 -695
H-N
426 -153
F - R 499 .259
N - J
308 -440
-:�l .w ... it'}4:•�W4���
F-O 208 -289
J-M
217 -8
—IMPORTANT"
e4 rasa sa ze so so 9c x Aa oe ce 7s m rn r9
N (AIGN]IZnNINNY•t ]CawmnrtSWi
xilNK•Y:d(�
rtLv4[[pe9lMnfwrsmmmlavLL•Caqu2 ad wbd
W v+SrAl M•waav,<m•,at[MvNWmWMtrtrc
ao41.
as
rrng'
nmpanrnrE. ec
SEQN: 706864 / T1 / COMN OtT.1 Job Number. 36CS0066A
FROM: JAH Qty: 1 4EBB lZir-Cali "C' LL OL/DR Horton /4EBB 1828-Cali'C' LL OL,DR Horton DRW:
Will: 268.8 Joe Truss Label: A3 / ... 10/10/2019
E
Loading Criteria (p4
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Top chord 2x4 SP #i
Sot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
zt
0'1
ep41 69 (191v0
I 2T9 Ib•0 T1p31R-7 F33'3• 638'4a0•
SEAT PI MREQ SEATPUTEREQ
C 39'3'
F1'I 6Y•12 54"0 p0.1 19'1$ 6K1 F 5'9.4 62.12 +1q
fit•12 12' 10'0'1 1p10 216" 30'A 398"
2' 1T}5
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 R
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "r reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with Bid Box or Gun (0.113'W.S",min.)na Is
Qp 6" oc.
Wind
Member design based on both MWFRS and C&C.
FURNISH THIS DRAWING
Snow Criteria (Pg,Pt in PSF)
Pg: NA Ct NA CAT: NA
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Cod-: FBC 2017 RES
TPI Sid: 2014
Rep F= Yes
FT/RT:20(0ui0(0)
Plate Type(s):
WAVE
Deg/CS1 Criteria
PP Deflection in loc L/defl L/#
VERT(LQ: 0.153 R 999 240
VERT(CQ: 0.287 R 999 180
HORZ(LL): 0.067 N - -
HORZ(TQ: 0.125 N - -
Creep Factor. 2.0
Max TC CSI: 0.398
Max BC CSI: a.481
Max Web CSI: 0.493
Mfg Specified Camber:
VIEWVer. 18.02.01A.0205.20
No 047102
STATE OF
40a15058 i85nII19C3CA6DPpE l06B Fe Fe.
can"wTMnumf"p"cry vnuarumn"aeuv+.
n ([tucMwimmam"Nua�wyarW i
..neu<rw,aea
nwee=peNnae«u:emsrmra4nPe wulml rutr
M1M WS�YCrbyAtOiiMAOBIfnM1NnrWfgN[
�b
♦Maximum Reactions like)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1561 /- /- /965 f711 1408
L 1561 /- /- /965 f711 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
L Brg Width = 8.0 Min Rea= 1.8
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ike)
Chords Tens.Como. Chords Tens_ Come
A-B
27 0
G-H
1148 -1617
B-C
1534-2B26
H-I
1217 -1885
C-D
1364-2378
1-J
1383 -2339
D - E
1382 -2339
J - K
1364 -2378
E-F
1217-1B85
K-L
1534 -2826
F-G
114B-1617
L-M
27 0
Maximum Bat Chord Forces Per
Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
B-T
2462-1224
Q-P
1616 .685
T-S
2459-1224
P-0
2050 -985
S-R
2050 -956
O-N
2459 -1245
R-Q
1616 .663
N-L
2462 -1245
Maximum Web Forces Per Ply ([be)
Webs Tens.Comp. Webs Tens. Comp
T-C
224 -6
Q-H
230
-233
C-S
315 -453
H-P
548
-312
S-E
408 -167
P-1
445
-642
E-R
445 -642
1-0
408
-158
F-R
548 -312
O-K
316
-453
F-Q
229 -232
K-N
224
-8
G-Q
27 -39
nnzy
nmywnmre. es
any
SEQN: 706901 / TO / HIPS Ply: 1 Job Number. 36CS0066A
FROM: AH Qty: 1 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828Cali "C" LL OL,DR Horton DRW:
Wgt: 266.0 lbs Truss Label: A4 / ... 10/102019
8e4d99 1T1150° 41'254°11
5 24]T'388 39'1S'9196 F31359° 3
8° IT8 I2I20°I
112X4 =-6X6
I
1
6EATPWTEREa. SEATPIATEFEQ.
1'
F
6^.13 S10"3
+ 62"is + 72'1°
1'11° 2'70"
3 19'10"
f 3
2'10° 3'
22'8" 1 11"9'8'
�eI
S'70"3 6'2"13
i'
r i
Loading Criteria(psf)
Wind Criteria
Snow Criteria(Pg,Pr in PSF)
DeRICSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wnd Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in too Udell L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pt NA Cc: NA
VERT(LL): 0.153 S 999 240
Lee R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0,286 S 999 180
B 1561 /- /-
1965
f712 /387
BCDL: 1D.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 N - .
L 1561 /- A
/965
1712 1-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.125 N - -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height 15.OD ft
TCDL: 4.2 psi
Code / Mine Criteria
CreepFactor. 2.0
B Brg Width 8.0
Min Re = 1.8
q
So(Bt: 2.00
BCDL: 5.0 psi
Bldg Code: FBC 2077 RES
Maz TC CSI: 0.380
L g Width=
Mine. =1.8
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Ste: 2014
Max CSI: 0.484
Bearing. B 8 L erem a rigid surface.
Spacing: 24.0"
.97
C8C Dist a: 3.97 ft
Re
Rep Fee: Yes
We
Max Web CSI: 0.705
705
Bearings B & L require a
seat plate.
Loc. from endwall: not in 4.50 it
FT/RT:20(0)110(0)
Mfg Specked Camber.
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chards Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEWVer. 18.02.DIA-0205.20
A-B 27 0
G-H
1203 -1714
Lumber
B-C 1549-2a29
H-1
1258 -1951
Tap chord 2x4 SP #1
C - D 1379 -2375
I - J
1397 -2336
Bot chord 2x4 SP#1
D-E 1398-2336
J-K
1379 -2375
Webs 2x45P#3
E-F 12SB-1951
K-L
1550 -2829
F-G 1203.1714
L-M
Z7 0
Bracing
(a) Continuous lateral restraint equally spaced an
Maximum But Chord Forces Per Ply Qbs)
member. Or 1x4 -r reinforcement. 80%length of
Chords Tens.Comp.
Chords
Tens. Comp.
web member. Same species & SRB grade or better,
attached with But Box or Gun (0.113"x2.5",mm.)nails
B-V 2464-1238
R-Q
1685 -746
6" oc.
V - U 2462 -1238
Q - P
2045 .1002
U - T 2045 .972
P - O
2045 -1002
Wind
T-S 2045 .972
O-N
2462 .1267
Member design based on both MWFRS and C&C.
ttttttlltfit/tI�
.xt�.tL.(L..
S-R 16a5 420
N-L
2464 -1267
"IMPORTANT" FURNISH THIS
`�i t:g'�•-\U=r*x1- 'S� ` +•�
��•• L
Maximum Web Forces Per Ply (Ibs)
'
No
Webs
Tens.Comp.
Webs
Tens. Comp.
447182
V - C
228 -6
R - H
240
.200
R i
C- U
321 -462
H- Q
547
-333
U-E
392 -160
Q-1
423
.597
V STATE OF •ill r:
E - 5
423 .597
1-0
392
-160
t(/,�
F-S
547 -333
O-K
321
-462
Q�. �(�Py4Q: �4ti`'e
.Q.L...--- .. .. JN
F-R
G-R
240 -199
107 -118
K-N
228
-8
49msasszssolose3c�aoece ]seem m.
P[RLYc r•rteim,mimam.•,0ewusY•wa.t
•cUen�u2"sme.
rate eavma5aenv.wuaea®ua*..e.gwauwta
W pcwtuAwm�:en vrtvvtbwre4a.Mdm Y
mY. s
per ur
unless
iilure, to build the
or cover page„
i. The suitability
naC
nmponems.w
I
SEQN:706911/T75/COMN Ply:1 Job Number. 36CS0066A
FROWAH Qty:i 4EB81828-Cali°C°LL OL/DR Horton l4EB8782BLali°C°LLOL,DR Horton DRW:
Wgt: 254.8 lbs Twits Label: AS ... / ,,, 10/10/2019
0" 19" 29"5 2731
64 T1"�24°16% 13'e°0I37115 37-8 I NI'95
11'6"° 6'4'B 1
• i
a
" m
132
SEAT PLATE REQ.
02X4 ss5X6
IIi2X4 a5X6 =3X4 =-3X8 �3X4 =5X6 Ill
SEAT PLATE REQ.
6'2°12 5'9"4
4'09 3'ai15 3'9°75 47
6 "4
U812
V�
6'2'12 12'
i6'0°1 19'70° 23T15 2T8"
33'S'4
39'8'
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pt in PSF) DefUCSI 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): 0.154 G 999 240
Lee R+ / R- / Rh
I Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.289 G 999 180
B 1561 /- /-
1964
l713 /367
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ LL : 0.067 N - -
( )
L 1561 A /-
/964
l713 h
Des Ld: 37.00
EXP: C KA NA
HORZ(TL): 0.125 N - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height 15.00 it
TCDL: 4.2 psf
Coda / Miae Criteria Creep Factor. 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
BCDL: 5.0 psf
Bldg Cade: FBC 2017 RES Max TC C51: 0.383
L B Width
r9
Min Re 9 = 1.8
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h2
TPI Std: 2014 Max BC CSI: a.486
Bearings B S L are a rigid surface.
Spacing: 24.0"
C&C Dist a: 3.97 it
Rep Fee: Yes Max Web CSI: 0.565
Bearings B & L require a seat plate.
Loc, from endwall: not in 4.50 R
FT/RT:20(Ou10(0) Mfg Specified Camber.
Maximum Top Chord Fames Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEWVer. 18.02.O1A.0205.20
A-B 27 0
G-H
1264 -7BZ7
Lumber
B - C 1561 -2B31
H -1
1326 -2020
Tap chord 2x4 SP#1
C-D 1395-2372
1-1
1413 -2332
Bot chord 2x4 SP 01
D-E 1413-2332
J-K
1395 -2372
Webs 2x4 SP #3
E - F 1326 -2020
K - L
1562 -2831
F-G 1254-1827
L-M
27 0
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - T 2466 -1255
Q - P
1755 .804
`
T-S 2464-1255
P-0
2041 -1014
S-R 2041 -984
O-N
2464 -1285
{�{Llliftlft
R-Q 1755 -776
N-L
2466 -72B4
,```�i-`�(.•A��°''Y�♦�i
E.N$°�,',•
Maximum Web Web Farces
Per Ply (Ibs)
r y �
Webs Tens.Comp.
Webs
Tens. Comp.
No 047102 i
T-C 233 -6
Q-H
258 -183
i jr: •fir r
C-S 325 .470
H-P
546 -351
S-E 371 -161
P-1
409 .557
E-R 409 -557
1-0
371 -161
STATE OF
F-R 546 -351
O-K
326 .470
F-Q 257 -182
K-N
233 -8
4 /.w_.t1Q:•`.�. A.
G-Q 190 -217
50MBB53285D3D9C%ASOEDE 196efD H
°+aiircaay r5*°a rr uaa q ura� •nmz
wp� uc wnulm mar�m.•mevmgavwt
cuaxrawam>
amarsp..dnesrcwuaaaeo ru=.:�.e•4wN
ultl+vwrxacafuunarxvrtM Winmuraunax
as5a
as snown aoove are on
�nry
ompantnrs uc
SEgN: 668470/T7/HIPS Ply: Job Number. 36CS0066A
FROM: AH qty: 1 4EBB 1828-Cali "C" LL OL/DR Horton /4ESB 1828-Cali "C" LL OL ,DR Horton DRW:
Will: 254.8 lbs Truss Label: A6 / ... 10/10/2019
6'4"9 1 T70 124I 28° ]7e3"8+ 43'1S95 33'3"39
1'8S29 4'10" 4'10' F264 14 I
SEAT PLATE REQ.
=3X4 =SX6
m2X4 E3%4 s3X6=3X4 =3X8 3X493X6 Ey3X4 012X4
39.8"
SEAT
1' 6'2"13 5'10"2 1'11°j 4'10" 4.10' V 5-10',1 6-2.12 1'
6'2"13 1 19'10° 24'6° 25' ° 1,11 r 33'5"4 39'6" F
H
Loading Criteria (psq -
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7.10
TCDL: 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.97 it
Loc. hoi t endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP 01
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Wind
Member design based on both MWFRS 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 Cade: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DefUC5I Criteria
PP Deflection in too Udell U#
VERT(LL): 0.158 G 999 240
VERT(CL): 0.298 G 999 180
HORZ(LL): 0.067 N - -
HORZ(TL): 0.125 N - -
Creep Factor. 2.0
Max TC CSI: 0.388
Max BC CSI: 0.455
Max Web CSI: aA65
Mfg Specked Camber.
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw /U /RL
B 1561 /- /- /962 /714 1346
L 1561 /- /- /962 f714 A
Wind reactions based on MWFRS
B Big Width = 0.0 Min Req = 1.8
L Big 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.
17.02.02.1208.15 A-B
27 0
G-H
1334 -1958
B-C
1577-2831
H-1
1388 -2093
C-D
1411 -2370
I-J
1429 -2331
D-E
1430-2331
J-K
1411 -2370
E-F
13BS-2093
K-L
1576 -2032
F-G
1334-1958
L-M
27 0
Maximum Bot Chord Forces Per
Ply (lb.)
Chords
Tens.Comp.
Chords
Tens. Comp.
B-V
2467-1273
R-O
1831 -864
V-U
2465-1Z73
q-P
2039 -1025
U - T
2039 .996
P - O
2039 -1025
T- S
2039 .996
O - N
2465 -1303
S-R
IB31 -B35
N-L
2468 -1302
�� • -�ycrvg -4� ��
-" • o,.
Maximum Web Fames Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens.
Comp.
" M6 047162 i
%*
V-C
235 -6
R-H
278
-172
• ^
C-U
327 -473
q-1
404
-523
°Cf:
U-E
351 -161
H-q
547
-373
•sue!
JI.. STATE Of +
E-S
404 -522
I-O
351
-161
F-S
F-R
546 -372
278 -172
O-K
K-N
328
235
-473
-8
OR.
";w1�7`s�`
G-R
247 -290
f«w° iaaa®.Nmn•r�fNrxl
R rRYLNR311 aa,M bLP+anx%w 3.r.5ME.1
N@Onhl9Mfrcl.
nheluavdtle0auswIIlmt¢nY�•!tL Snfm40
W tlefvM2aut4MhY3mmNmW RsunMW m Wf WmN
filet.
as snown aoove and on
�nry
ompontn%m
SEQN: 668485 / T25 / COMN PIy:1 Jab Number. 36CS0066A
FROM: AH Qty: 1 4EBB 1828-Cali "C' LL OL /DR Horton /4EBB 1828-Cali "C' LL OL ,DR Horton DRW:
Wgt: 218.4 lbs Truss Label: A7 / ... 10/10/2019
a
F
t 32
BEAT PIATE REC.
I
t 6'4'7 7'10y°g. 14'0°i 19'10" 257'15 31R•7 33'3' 39'8'
8'4'7 1'6°1 6'1°8 + 5715 � 5'9'15 + 61.8 F116" 6'4.
U12X4 =-5x8
N2%4 =4X6 =3X4 =3X8 =3X4 =3x6 m2X4
SEAT PLATE REO.
8'2"11 5'9'S YO'1 5'9'15 5'e°15 YO'1 59"5 6'2°71 ti
52.11 12' 74'0- 19'10' 257°15 27'8' iTt"A 39'8'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00it
NCBCLL: 10.00
TCDL: 4.2 Pat
Soffit: 2.00
BCDL' 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 91
Sot chord 2x4 SP #1
Webs 2x4 SP #3
Hmcing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "r reinforcement. 80 % length of
web member. Same species & SRB grade or better,
attached with ed Box or Gun (0.113")2.5",min.)nails
@ 8" cc.
Wind
Member design based an both MWFRS and C&C
Snow Criteria(P9.P1 in PSF)
Defl/CSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in Ice L/defl L/#
Pf: NA Cc: NA
VERT(LL): 0.164 F 999 240
Lu: NA Cs: NA
VERT(CL): 0.308 F 999 180
Snow Duration: NA
HORZ(LQ: 0.069 L - -
HORZ(TL): 0.130 L - -
Code/Mist Criteria
Creep Factor. 2.0
Bldg Code: FSC 2017 RES
Max TC CSI: 0.592
TPI Std: 2014
Max BC CSI: 0.603
Rep Fee: Yes
Max Web CSI: 0.354
FT/RT:20(0)/10(0)
Mfg Speed Camber.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
No 047102
tfr is
STATE OF
�4msassrssowscxAeoe ce rssam vs.
ttN�umn,wssw�rarra w."max u.�ar,.°n,s
crwrw ea e�.mr+bm«na, wwr
m�seapn Mu++aocu+.w.amrcws�mmuene wta
w e.vAr+.wummnmue.eer.wse>..rm=m
o�
on
i
1
♦ Maximum Reactions (Ibs)
Gravity Non-Grav'dy
Loc R+ / R- / Rh / Rw / U / RL
B 1561 A A /958 f715 1326
J 1561 A A /958 l715 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
J Brg Width =8.0 Min Req=1.8
Bearings B & J am a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 F-G 1404 -2093
B-C 1617-2a56 G-H 1376 -2223
C - D 1350 -2262 H -1 1350 -2262
D-E 1376-2223 1-1 1616 -2856
E-F 1404-2093 J-K 27 0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-R 2494-1317 O-N 1937 -952
R-Q 2491 -1317 N-M 2491 -1346
O-P 2491 -1317 M-L 2491 -1346 _
P-0 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-1
427
-600
E-O
286 -177
I-L
273
-4
F-O
221 -283
«ney
ompanrnro. u<
SEQN, 6fi84681 T6/HIPS PIy:1 Job Number. 36CS0066A -
FROM:6 Qty: 1 4EBB 1828_Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt: 212.8 lbs Truss Label: AS / ... 10/1012019
6'4°9 13' 1910° 26'8' 33'3'7 39'8°
6'4°9 87'7 6'10° fi'10' 87'7 6'4°9
SEAT PLATE REQ.
=5X8 =3X4
112X4 =3X6=3X4 =-3X8 =3X4=3)W N2X4
SEAT PLATE REQ.
39'8°
Ft' 8'2°73 5'97 1' 6'10° V10° 1' 5?53 6'2°73 1�
6213 72' 13 19'10. 26'8° 2T 33'5°3 39'8°
Loading Criteria (pall
TCLL: 20.00
TCDL: 7.00
BCLL 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Top chord 2x4 SP 91
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: It
EXP: C Kzt NA
Mean Height 15.00 R
TCDL: 4.2 psf
BCDL: 5.0 nsf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 B
GCpi: 0.1B
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: N/
Pt. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Slid: 2014
Rep Fac: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
DeR/CSI Criteria
PP Deflection in loc L/de9 L/#
VERT(LL): 0.172 E 999 240
VERT(CL): 0.321 E 999 180
HORZ(LL): 0.069 J - -
HORZ(TL): 0.128 J -
Creep Factor: 2.0
Max TC CSI: 0.446
Max BC CSI: 0.558
Max Web CSI: 0.564
Mfg Specified Camber.
VIEWVer. 17.02.02.1208.15
. _ No 047182
rg
y
9 STATE OF ; h,�
a¢a1595Bffi SaaD9CXA40E0f M60 EO r9
w{a41LNnmYeA��� f � sMaamnM��w.4
�riYLLl
LS�NrI[!OT M
MTs0aW5gN6QvneGnmmu'.4r:.q n! W NaH
sd Me WA]YA.vmaUnnmbiM1YMv,Yt4 W 6rAlerm'Y
wb.
CONTRACTORS INCLUDING THE INSTALLERS
f
1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lac R+ /R- /Rh IRw /U /RL
B 1561 /- /- 1953 1716 /305
H 1561 /- /- /953 1716 /-
Wind reactors based on MWFRS
B Brg Width = 8.0 Min Req = 1.8
H erg 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 1502 -2274
B-C 15M-28M F-G 1425 -2325
C - D 1425 -2325 G - H 1623 -2836
D- E 1502 -2274 H- 1 27 0
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-P
2472-1319
M-L
2006 -100B
P-0
2469-1319
L-K
2469 -134B
O-N
2469-1319
K-J
2469 -134B
N - M
2006 -978
J - H
2472 -1348
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P-C
244 -4
M-F
370 -243
C-N
377 -513
F-L
444 .170
D-N
444 -171
L-G
377 -513
D - M
370 .243
G - J
244 -6
E-M
300 -381
failure to build the
nor heua7a i. cover
�nry
(� ompanenrs, ua
SEON: 668440/T23I COMM Ply:1 1Jab Number. 36CS0066A
FROM: AH City: 1 14EBB 182B-Call"C"LL OL/DR Horton/4EBB 1828-Cali"C"LL OL,DR Horton DRW:
Wgt 207.2 His I Truss Label: A9 ... / ... 10/102019
1 6'4°9 12'0'1 19'10" 27T15 33'3°7 39'8"
T915 T9°15 + STB 6'4"9 1
n
_ e
l�
SEAT PIATE REQ.
=5XB 012X4
9z%4 =5%6 =3X8 =57(6 MiX4
SEAT PLATE REQ.
398°
T10"+ + 59°3 F 3 +1�fi'2°13 1'23 78°3 3'N
Loading Criteria (psg
Wind Criteria
TCLL: 20.00
Wnd Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 it
NCBCLL: 10.00
TCDL: 4.2 pat
Soffit: 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.97ft
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
I
m
1
Snow Criteria (Pg,Pf in PSF)
DefgCSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non-Gmv'dy
Pt NA Cc: NA
VERT(LL): 0.183 E 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.343 E 999 180
B 1560 A A /947 1717 1285
Snow Duration: NA
HORZ(LL): 0.068 J - -
H 1560 /- A /947 /717 /-
HORZ(TL): 0.128 J - -
Wind reactions based on MWFRS
Code / Mise Criteria
Creep Factor. 2.0
B Big Width = 8.0 Min Reg = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI:0.617
H Brg Width = 8.0 Min Reg = 1.8
TPI Sid: 2014
Max BC CSI: 0.629
Bearings B & H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.580
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 1616 -2483
B-C 1631 -2879 F-G 1475 -2391
._
C-D 1476-2391 G-H 1631 -2819
D-E 1616-2483 H-1 27 0
}
64015858}SSD3D9CSC AODE0E 196am H
�a�a<e++° fFlWaamizaa4�.wwsim++es
w {a.Uc Imrilpaf 4L4lmsaCgy um�ri SMki
ate.
man�aamscowsna«,m �.sw.:,xa
wsbrua.aumvumn.�,=eee..aeamwawams
INCLUDING THE INSTALLERS
Maximum Hot Chord Forces Per Ply (Ibs)
Chords Tens.Camp. Chords Tens. Comp
B - N 2454 -1322 L - K 2079 -1066
N - M 2452 -1323 K - J 2152 -1352
M - L 2079 -1036 J - H 2454 -1352
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
N-C
212 -6
L-F
509
-321
C-M
328 -427
F-K
431
-168
D-M
431 -168
K-G
328
-427
D-L
509 -321
G-J
212
-8
E - L
364 -462
the
mrry
ompanrnrs,,u
Job Number.
FROM: AH 895 / T5 /HIPS WBt1226.81bs 4EBB 1828-CA10C'OLL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
L/ ... 10/10/2019
fi'4'9 11' 16'11'14 79'10" 22'8'3 28'8' 33'37 39'8'
B4'9 477 511°14 2'10.2 2'10'3 5'11'13 477 6'4'9
a5Xe -3X4 =-5X8 E3%4 =5X8
D E F G H
12
8
� 03%4C 183X4
c
YII
I �e4X6(A2)B J=4K6(A2)
1 A
T S R p p O A / N M L
Ill =3X4=-4X6 =3%4 sa3X8 =3%4 =4X6=3X4 l
SEAT PLATE REQ.
SEAT PLATE REp.
F7T 8'2'13 4'8'3 1' 4'8"8 3'7'17 3'7'11 4'8'5 7' 49'3 fi'2'13 7�
e'2°13 11' 12 16'8"8 19'10°1 22'1191 2''Fr 28' ° 33'S'3 39'8'
T
T
Loading Criteria 44
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 Defleetion in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.194 F 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.363. F 999 180
B 1560 /- A
/940
7718 1264
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.070 L - -
J 1560 /- /-
/940
7718 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.132 L -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height 15.00 R
TCDL: .psf
Code / Mise Criteria Creep Factor. 2.0
B Brg Width = 8.0
Mir. Req = 1.8
Soffit 2.00
BCDL: 5,0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.399
J B.'g Width = 8.0
q=
Min Re 1.8
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Sid: 2014 Max BC CSI: 0.465
Seafinys B S J are a rigid surface.
Spacing: 24.0 °
C&C Dist a: 3.97 R
Rep Fac: Yes Max Web CSI: 0.462
Bearings B & J require a
seat plate.
Loc. from endwall: not in 4.50 R
FT/RT:20(Ov10(0) Mfg Specified Camber.
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEWVer. 18.0201A,0205.20
A-B 27 0
F-G
1690 -2628
Lumber
B-C 1644-2813
G-H
1671 -2587
Top chord 2x4 SP 01
C-D 1523-2445
H-I
15M -2445
Bat chord 2x4 SP#1
O-E 1671 -2597
I-J
1643 -2013
Webs 2x4 SP#3
E-F 1690-2628
J-K
27 0
Wind
Maximum Bat Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and CSC.
Chords Tens.Comp.
Chards
Tens. Comp.
B-T 2447-1331
P-0
26W -1367
T-S 2445-1332
O-N
2135 -1115
S-R 2135-1085
N-M
2135 -1115
R-0 2135.1005
M-L
2445 -1361
O-P 2605-1363
L-J
2447 -1361
��t�tuviiertr�
g
Maximum Web Forces
Per Ply (Ibs)
s
��*,•w\ �:•Y���
Webs Tens.Comp.
Webs
Tens. Comp.
`
PIO {3b7462 a
T-C 198 -8
P-G
120 -S4
C-S 298 -375
G-O
Z73 -342
D-S 373 -776
O-H
630 -392
D-O 630 -392
M-I
298 -375
STATE OF
O-E Z73 .341
H-M
373 -175
r�0 i 1(/�
E-P 119 -83
1-L
198 -10
4 .._. A�:•'�C�«'4�
F-P 37 -56
4gM5058]85gYa9CYA40E DE 7966 FA F9
rmummy Wm a usa w uamn uamut
npr-ac N>Ln mwemawuYaw.ayluu,t
x<LmcluwW'.
rtN"eSaWitlCbtuutW mlMttndbvC a8+4N ruL-E
ml CcwaaAwsoMnmveutNvmte! m WJwI Is
LOW ALL NOTES ON THIS DRAWINGI
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
on
Of
ompomnrs. w
SEQN: 706899 / T26 / HIPS Ply: 1 Job Number. 36CS0066A
FROM: AH Qty: 1 4EBB 1828-Cali "C' LL OL /DR Horton /4EBB 1828-Cali "C' LL OL,DR Horton DRW:
Wgt: 226.8 Its Truss Label: Al / ... 10/10/2019
4°8+ +91'10'I 22'11'f' 33B°8 3866'4 378 6815 75 3'94'88
.: T
w
" Q
l�
SEAT PLATE REQ.
05X8 =3X4 Pe5X6 =3X4 is5X8
D E F G H
02X4 =5X6 =5X6 =3X8 E3X4 =SX6 B2X4
SEAT PLATE REQ.
394 I F41'8 34°6'S+3'8'4 ~8'2'2 1'i0'°1 0' 9981
6T122 6'Si8 192813 I 77 S
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pl in PSF) DefUC51 Criteria
AMaximum Reactions (Ibs)
TCLL: 20.00
Wnd Std: ASCE 7-10
Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L14
Gravity
Non-GravBy
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.216 F 999 240
Loa R+ / R- / Rh
/ Rw
/ U / RL
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.404 F 999 180
B 1561 /- A
/931
1719 /244
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.072 L -
J 1561 A /-
/931
1719 A
Des Ltl: 37.00
EXP: C Kzt NA
HORZ(TL): 0.135 L -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit 2.00
TCDL: 4.2 ps(
Bldg Code: FBC 2017 RES Max TO CSI: 0.446
Big
J B Width = 8.0
Min Re 1.8
q =
Load Dumtion: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
TPI Std: 2014 Max BC CSI: 0.5D3
Bearings B & J am a rigid surface.
Spacing: 24.0'
C&C Dist a: 3.97 ft
Rep Fee: Yes Max Web CSI: 0.611
Bearings B & J require a
seat plate.
'
Lee. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0) Mfg Specified Camber.
Maximum Top Chord Fames Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEWVer. 18.02 01A 0205-20
A-B 27 0
F-G
1829 -2864
Lumber
B-C 1655-2805
G-H
1809 -2840
Top chord 2x4 SP 01
C - D 1575 -2512
H -1
1575 -2512
Bot chord 2x4 SP#1
D-E 1B09-2840
1-1
1654 -2805
Webs 2X45P 93
E-F 1829-2884 -
J-K
27 0
Wind
Maximum got Chord Fames Per Ply (Ibs)
Member design based on both MWFRS and C&C.
Chords Tens.Comp.
Chords
Tens. Comp.
B - R 2439 •1339
O - N
2862 -1531
R • Q 2437 -1339
N - M
2210 -1172
Q-P 2210-1143
M-L
2437 -1368
P-0 2861 -1527
L-J
2439 -1368
ittu tsrynr
........ rOfy'
Maximum Web Forces
Per Ply ([be)
.Cr�:H$ r/�I�
Webs Tens.Comp.
Webs
Tens. Comp.
L F•.,yc�. �•.�'
R-C 167 -10
O-G
106
.��..
.73
,r'•, O O471 w
C-Q 260 -300
G-N
300 -379
D-Q 363 -178
N-H
800 -486
•
D-P 799 -486
H-M
361 -178
`
P - E 300 -380
M -1
259 -300
i9 STAT OF
E-O 107 -73
I-L
168 .11
.•��
. n:. •ifb
F-O 25 -41
40a158!8}a5e909C3CA40¢�T968ai F9
aexre mop+=musxnuv�v+nnet
NM1YCN]IAYMfMOY WsabwrGhV LYA
PeY(Rtli[OGb
reYmDae++b Wf OOtYeNliiMaaIYYRGt41Y9aJ rukt
wde•fW+W.mbtl:n�eL la �NwNYtMMJKtRNl
scNo
as
ampantm�.w
Isms usu ar :is urevnng mr any smucmre is me responslomry or me mullamg uestgner per Ambu i rii sec.z.
Far mma inkmappn sea psis IpE'9 peMrel notes papa an4 Nesa web spas: ALPINE. TPI: www.IpinstoN: SBCA: wwe.spdn4usM.mm' ILL: wwx.irasa(e.am
SEQN: 668464/T4I HIPS Ply:1 Job Number. 36CS0066A
FROM: AH Qty: 1 4EBS 1828-Cali "C" LL OL /DR Horton MESS 1828-Cali "C" LL OL,DR Horton DRW:
Wit: 222.6 lbs Truss Label: Al2 / ... 10/10/2019
r 54'8 +9' � ibS3 +0" F 30" 33'3"8 F 38'8"
2T85. 278 "481 513 54'3 5F
=6X6 =3X4 =5X6 =3X4 �6X6
D E F G H
T
N
l9
1
102X4 =3X4 -3X6 =-3%4 aa3 =3X4 =3X6 =3X4 B2X4
SEATPLATEREO.
SEAT PiATE REQ.
1' 6'2'12 F 299'4 3Y' 2259715T1'111 '2''5 3T8' Z "4 29''8452.12 4'2' 23' 1'
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,R 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 L/defl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.246 F 999 240 Lee R+ / R- / Rh / Rw / U 1 RL
BCLU 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.451 F 999 ISO B 1561 1- /- 1921 1720 /223
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 L - J 1561 /- /- 1921 l720 /-
P' C Kzt NA HORZ L 0.141 L - - Wind reactions based on MWFRS
Dos .00 Mean Height 15.00 )'
NCBCLL: 10.00 it Width TCDL: 4.2 psi Code / Miac Criteria Creep Factor: 2.0 B Brij = 8.0 Min Req = 1.8
Soffit 2.00 BCDL: 5.0 psi Bldg Coda: FBC 2017 RES Max TC CSI: 0.397 J Brg Width = 8.0 Min Req = 1.8
Load Duration: 1.25 MWFRS Parallel Dist 0 to h12 TPI Std: 2014 Max BC CSI: 0.495 Bearings B & J are a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.97 ItRep Fac: Yes Max Web CSI: 0.503 Bearings B & J require a seat plate.
Loc, from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEWVer. 17.02.02.1208.15 A-B 27 0 F.G 2026 -3242
Lumber B-C 1668-2806 G-H 1883 -2976
Top chord 20 SP #1 C - D 1625 -2568 H -1 1625 -2568
Bot chord 2x4 SP#1 D-E 18M-2976 1-1 1668 -2806
Webs 2x4 SP#3 E-F 2026-3242 J-K 27 0
Wind Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp.
B - T 2439 -1350 P - O 3009 .1634
T-S 2438-1350 O-N 2253 -1217
_ S - R 2263 -1187 N - M 2263 -1217
R-Q 2263-1187 M-L 2438 -1379
%1{itlll@1P///� Q-P 3009 -1624 L-J 2439 -1379
MAP
r�_4 Maximum Web Forces Per Ply Qbs)
'• Webs Tens.Comp. Webs Tens. Comp.
S No 047, T-C 160 -12 P-G 306 -172
C-S 252 .270 G-O 375 -515
.. D-S 305 -203 O-H 947 -568
D-Q 947 -568 M-1 252 -270
i�•, STATE Q-E 375 -515 H-M 305 -203
~��4A1�:.�`'f e._.A9:•`si�'�` F-PP ZO6 -1I-L 160 -1414
GDMSa56385D9DDC3CMDEDE J36BE0 f➢
nR+-re.aarrviYmcmaeautm mNuswirurtav+,
uNra Lu i
ae•v[aevnWc
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
�ney
ompomms. �
SEQN:668491/T24/SPEC PIy:1 Job Number. 36CS00SSA
FROM: AH Qty: 1 4EBS 1B28Cali "C" LL OL /DR Horton /4ESS 1828-Ca1i "C" LL OL,DR Horton DRW:
Wgt: 208.6 Its Truss Label: A13 / ... 10/10/2019
8'09 '4 1 0W 'ffi1 23317 34644193 37�24"7FS119 2797I 437 +989807 I °
T H
=4%4 =3X6 =5X6
12 C D E F G
wT 6 — >ltaU4
m ;t
1I'a
133 3%6(AAI)B J=3K6(Ai)
S =3X6T=4%fi =4X70 0 =3X6=3X8 L
SFAT PLATE REQ. SEAT PLATE REQ.
13'4•—-5'e° A 20'8"
3'10"3 2'1•fi 93"2 5'9°73 1'5"11 4'5°3 6'2°73 1'
F 8'1°73 12' 14'1° 20'4.8 2fi'2°5 2T8 14 33�5°3 39'8'
H
Loading Criteria (ps0
Wind Criteria
TOLL' 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
Des Ld: 37,00
Des Ld:37
EXP: C Kzt NA
Mean Height 15.00 It:
.00
TCDL: 4.psi
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0°
CBC Dist a: 3.97 It
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wnd Duration: 1.60
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 20 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C
THIS
T
1
Snow Criteria (Pg,Pf in PSF)
Det#CSI Criteria
♦Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Gravity
Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.055 0 999 240
Loc R+ / R. / Rh
/ RW / U / RL
Lu: NA Cs: NA
VERT(CL): 0.101 0 999 180
B 519 /- /-
1349 /207 /257
Snow Duration: KA
HORZ(LL): 0.017 S - -
T' 320 /- /-
/158 /144 /-
HORZ(TL): 0.032 S - -
J 887 /- /-
/593 /414 /-
Code / Misc Criteria
Creep Factor. 2.0
Wind reactions based an
MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.622
B Big Width = 8.0
Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.436
T Brg Width = 68.0
Min Req = -
Rep Fee: Yes
Max Web CSI: 0.874
J Big Width = 8.0
Min Req = 1.5
Bearings B, T, 8 J am a
rigid surface.
FT/RT:2(0)
Mfg Specified Camber.
Bearings B 8 J require a
seat plate.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 27 0
F-G 435 -453
B - C 165 .459
G - H 748 -957
C-D 610 -233
H-1 727 -982
D-E 435 -452
I-J 861 -1382
E-F 435 -452
J-K 27 0
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
B-S 331 -236
O-N 1058 -581
S - R 340 -236
N - M 1058 .581
R-Q 340 -236
M-L 1171 -664
��111111tft/�d
.11
L-J 1174 -664-582
.MA
7rj�e�_
P-o 1063
` V7 - `" :'r rr,
Maximum
Web Forces
Per Ply ([be)
No 0471OR �
Webs
Tens.Comp.
Webs
Tens.
Comp.
�[ *
� ..
C-S
330 -60
O-G
210
-21
•DS :�'`+
C-Q
514 .864
G-M
396
-432
=.� •• STATE OF
Q-D
721 -1049
H-M
663
-497
kl w
'` %
D - P
1201 -706
M -1
326
.435
F-P
Z70 -351
1-L
230
-12
¢�yQRt�.�
P-G
482 .738
ceM5959385a3a9C%MDEOE796a Ea Fe.
erv®uvlgrcaa vans wasaa,n uw.u.
N (1YCNniflmlNtm,t lYme uS+(1Lt41
R20 6@Sn01>
wm4crom ammaennrs... oormxxr.aarnta,e wee
ntl8a p41 wmm11 tltn�lavatMNNMm
TO ALL
ALL
aney
ompanrnre', uc
to build the
8ba use m mO arawing ror any structure la We responsibility of the building Designer per ANSD1Pl t 6ec.2.
For more Infoemaron is. W, i.Viiiierend nte. .. arid 0 b sites ALPINE 1 ' iw ' TPI' t ' MCA' .,bdrtdtro.,, ICC' b
SEQN: 7068931 T20 / HIPS
Ply: 2
Jab Number. 36CSOO66A
FROM: AH
Qty: 1
4EBS 1828-Cali "C" LL OL /DR Horton MESS 1828-Call'C" LL OL,DR Horton
DRW.
Wilt: 250.6 Its
Truss Label: A14G
/ ... 10110=19
T1 12'3'3''8fi 74'15 231 0
32 '8'
3
f- I { I
5.1.10 211 2
T 5I
3'6
7'8'
4 TC2 F4 Ge H 4 —3Xi TC2
12 D%8 E
T 6F
m
J
T
=3X�0(C4 C
le @3X4 (C5)
�4XA8(C 666
L=4X6(C5)1
T S R 112 P O
N
102X4 =7XB =3X4 -3X8 =3X4 �7X8
m2X4
SEAT PLATE REC.
SEAT PLATE REO.
C 39'9"
F7' T1'12 4'10'4 517 2'8'9 2'8'9 5'17
4'10'4
7'1"72 1i
T792 12' 1T17 1990' 22'6'9 2T8°
32'8"4
398"
Loading Criteria (Rs0 Wind Criteria Snow Criteria (P9,Pt in PSF) Deg/CSI Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00 Wintl Std: ASCE 7-10 P9: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Gravity
Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Cc: NA VERT(LL): 0.269 G 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.507 G 925 180
U 3139 A A
A /1427 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 D - -
L 3140 /- /-
A 11428 /-
Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): D.104 D - -
Wind reactions based
on MWFRS
Mean Height 15.00 R 'Code / Misc Criteria CreepFactor. 2.0
NCBCLL: 0.00 TCDL 4.2 psf
U Brg Width = 8.0
Min Re 1.9
q
Soffit 2.00 BCDL: 5 rl psf Bldg Code: FBC 2017 RES Max TC CSI: 0.255
L Big Width = 8.0
Min Req = 1.9
Load Duration: 1.25 MWFRS Parallel Dist 0 to h2 TPI Sid: 2014 Max BC CSI: 0.400
Bearings U & L are a rigid
surface.
Spacing: 24.0 ° CSC Dist a: 3.97 ft Rep Fee: No Max Web CSI: 0.259
Bearings U & L require a seat plate.
Lac, frcm endwall: NA FT/RT:20(Ou10(0) Mfg Specified Camber.
Maximum Top Chord
Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s):
Chords Tens.Comp.
Chords Tens. Comp.
Wnd Duration: 1.60 WAVE VIEWVer 18.02.01A.0205.20
A-B 13 .10
G-H 2109 .4711
Lumber
B - C 1422 -3130
H - I 2076 .4642
Top chord 2x4 SP #1 :TC2 2x6 SP #1:
C - D 1396 -3097
I . J 1801 -4022
Bat chord 2x6 SP #1 :BC2 2x6 SP M-26:
D - E 1800 -4021
J - K 1396 -3098
Webs 2x4 SP#3:W22x4 SP#1:
E-F 2076-4642
K-L 1422 -3131
:Lt Slider 2x4 SP#3: BLOCK LENGTH= 1.712'
F-G 2109-4711
L-M 13 -10
:Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.712'
Maximum Bat Chord
Forces Per Ply (Ibs)
Nallnote
Chords Tens.Comp.
Chords Tens. Comp.
Nail Schedule:0.128"x3', min. nails
Top Chord: l Row@12.00' D.C.
B-T 2752-1233
Q-P 4668 -2095
Bat Chord: l Row( a�12.00°o.c.
T-S 2765-1236
P-0 4086 -1838
Webs :1 Row @4"o.c.
S.R 4085-1838
O-N 2766 -1236
Use equal spacing between rows and stagger nails \tit<L��ilt//
R . Q 4668 -2094
N - L Z753 -1234
'
in each raw to avoid splitting. ,S1`ala�. p,
!
Loading Aa i i�
F7°a 'EN$�'
Maximum Web Forces
Per P h' (Ibs )
`Ar (: �
01 hip supports 7-04] jacks with no webs. �
� b �i ql r�
Webs Tens.Comp.
Webs Tens. Comp.
ti�
Q47182 9
D-T 312 .62
Q-H 74 -26
Wind
D-S 1522 -684
H-P 214 -301
Wind loads and reactions based on MWFRS.
S - E 448 -754
P -1 679 -290
•
E-R 6W -291
1-0 447 .754
R-F 214 -301
0-1 1522 -683
00,
00, O ~O
F.Q 74 -25
G - Q 65 -as
N-J 313 -63
S at .0 �•
`'+s��/titttA; �C`aaa
SEiOAL ik
asmsasslasploscscAebe0slssem ra
cam ewem®I V'w=mf Yalaareueu, wwL
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�iaavudeamawuue..aw,a:nva�.-"su wta
d ea wuuvmnmma.m,uM=+use m wr�uume
bxm.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT- FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re4uire extreme cere in fabricetin , handlin shi ping, installing and hrecing.,Refer to and follow the latest edition of BC51(Building
Component Safety Information, hY TPI SBCA)
en� for sa�ety precbces prior b perfomring these func[iens. Installers shall provide tempomrY
bracing per BCSI. Unless notetl olherwise,top chord shall have propedy attached shuctural sheaMing and bottom chortl shall have a properly
nadi,
attar e. n9itl ceiling Locehons shown for Dennanent lateral resbaint of webs shall have hmcinn ins ,Iletl per BC51 sections B3, B7 or 10,
as applicable. Apply Crater to each face of Wss antl position as shown above end on Ne JointDetails, unless notetl oNerwise, kefer to
nmpwrcnis. u,
drawings i60A-Z for standard plate posigons.
Alpine, a division of ITW Bu0tlin Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure
truss ANSI�fP1
to build the
in confomrance, with 1, or for handling shipping installation and bracing of 6lrsses.A seal on this drawing or cover page..
listing this dmwinp Indicates ance0�ance of Dpm salons engineering responsibility solety, for the design shown. The suitability
and use of this drawing for any structure is &a responsibility of the 9ulli ing Designer per ANSUTPl1 Sec.2.
For mom information we Nls ft. agnc.l.ws page and Mesa web sites: ALPINE: w+vw.el ineRw.mm'TPI: www.t intro 'Slim. v w,hvndes .mm'ICC: waw.lasafe.o
SEQN:668493/T11/SPEC Ply:1 Job Number. 36CS0066A
FROM: AH City: 1 4EBB 1828-Cali "C" LL OL/DR Holton /4EBB 1828-Cali "C° LL OL,DR Horton DRW:
Wgt: 208.6 Ibs Truss Label: A15 / ... 10/10/2019
T T1,1,(1".15 13T1 1TII.15 1 11 24'4"1 29' 33'3"B 358"
T T71"15 5T2 + 64'14 0' 2 5'S"6 1 4'7"15 I 43"6 + fi'4"8 1
T
12 %SxI0(SRS)
C
=3X4
e3X6 82X4
m T
6 � =5X6 0
E
F G
H
mTm
m b
v_
1° `O
LL
a3X6(A1)B
A
!LJ'N3X4
K-3X6(A7)
R=3%4
a4X10
1I
e3UX4 N2%4
=33.
I12%4 =UGia U8
02X4
SEATPiATEREQ.
SEATPIATEREQ. SE TPIATEREQ.
SEAT PIATE REQ.
21'
1' T7"72 11"15 310"5
F 'T
1'3'
I13'39
S'T2 5'3"10
3'5"11 r
F
114"r
45"4
6'2"12 1'
+�
2 �li1 12'
1e2011 24'2"5
2TB"
33'S"4
39'8"
H
Loading Criteria (psg
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 L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): -0.036 N 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.058 N 999 180
B 577 A /- 1376 260 1277
BCDL: 10.00
Risk Category: II
Sri= Duration: NA
HORZ(LL): 0.015 M - -
R 484, /- /0 /261 /165 /0
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.028 M - -
V 1411 A /- 1663 /662 /-
NCBCLL:10.00
Mean Height 15.00 R
Code /Mice Criteria
Creep Factor. 2.0
K 760 A /- /-
/521 1342
Soffit: 2.00
TCDL: .psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.576
Wind reactions based on MWFRS
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.362
B Brg Width = 8.0 Min Req = 1.5 y
Spacing: 24.0"
C&C Dist a: 3.97 H
Re Fec: Yea
P
Max Web CSI: 0.962
R Brg Width = 8.0 Min Req = 1.5
V Brg Width = 8.0 Min Req = 1.7
Loc. from endwall: Any
FT/RT:20(oYlo(0)
Mfg Specified Camber:
K Big Width = 8.0 Min Req = 1.5
GCpi: 0.18
Plate Type(s):
Bearings B, R, V, 8 K are a rigid surface.
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
Bearings B, R, V, 6 K require a seat plate.
Lumber
Maximum Top Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp. Chords Tens. Comp.
Bat chord 2x4 SP#1
Webs 2x4 SP #3
A-B 27 0 G-H 653 -565
B - C 665 -694 H -1 900 -711
Wind
C-D 700 -583 1-1 902 -713
Member design based an both MWFRS and QBC.
D-E 161 -53 J-K 1129 .1109E-F
653 -564 K-L 27 0
F-G 653 -564
No 047102
STATE OF
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lud tt AL1 �i6`ISIUSa,nYNv.Yi6fmWWG Y
an
Maximum Bat Chord Fames Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - U
545 -457
Q - P
604
-494
U-T
569 -423
P-O
600
-495
T - S
569 -420
O - N
600
-495
S - R
569 -420
N - M
928
.858
R-Q
409 -352
M-K
931
-858
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp
C-U
237 -153
Q-H
1486 -1362
U-D
203 -125
P-H
202
-2
D-T
83 -15
H-N
127
-22
D - R
667 -653
N - J
524
-430
R-E
202 -76
1-N
354
-352
E-Q
690 -674
J-M
223
-32
G-Q
286 -331
nney
,/l/JJ�nmpouruts. ur
SEQN:668495/T74/GABL Ply:1 Job Number. 36CS0066A
FROM: AH Qty:1 4EBB 1828-Cali°C"LL OL/DR Horton/4EBB 1828-Cali"C"LLOL,DR Horton DRW:
Page 1 of 2 Wgt: 217.0 Ibs Truss Label: A16 / ... 10/10/2019
T I 9'1115 13e12I 18I 24"1 I 242.'9"8 F '3"8I 3382I "81,"1, 39.13 3''"1 47 3
7' 104 948°9 n 13'4•—:�f'�I
SEAT PLATE REQ. SEATPLATEREQ. SFATPLATEREQ. SEAT PLATE REQ.
Ism" —5' 211
Z1195 3'2.5 ��1I145'1"12 3F7" +4'I e3'92'"e12 t
70'1"1113'4"T1 2275 I 22 235
44 e
$6"4
Loading Criteria (psg Wind Criteria
TCLL 20.00 Wnd Std: ASCE7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCOL: 10.00 Risk Category: 11
Des Ltl: 37.00 EXP: C Kzt NA
Mean Height 15.0D it
NCBCLL 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf.
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0" CBC Dist a: 3.97it
Loc. from endwall: Any
GCpi: 0.18
Wnd Duration: 1.60
Lumber
Top chord 2x4 SP 91
Bat chord 2x4 SP #1
Webs 20 SP #3
Plating Notes
All plates are 2X4 except as noted.
("•) i plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Gable end supports 8° max rake overhang. Top
chord must not be cut or notched.
Wind
Member design based on both MWFRS and CBC.
Additional Notes
See DINGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
—IMPORTANT°
Snow Criteria (Pg,Min 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 Slid: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DoR/CSI Criteria
PP Deflection in loc Udell LM
VERT(LL): -0.038 Q 999 240
VERT(CL): 0.060 Q 999 180
HORZ(LL): 0.013 P - -
HORZ(TL): 0.025 P - -
Creep Factor. 2.0
Max TC CSI: 0.556
Max BC CSI: 0.328
Max Web CSI: 0.471
Mfg Specified Camber.
VIEWVer. 17.02.02.1208.15
r No 047182
STATE OF
�•4�w®r�a....anwe,.,...•wa
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as
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1
♦Maximum Reactions (Ibs)
Gravity
Non -Gravity
Loc R+ /R- /Rh
/Rw I /RL
B 528 A A
1340 1240 /317
W 727 /- A
/339 /272 /-
U 1230 /- /-
1594 /555 A
N 788 /- /-
/527 1359
Wind reactions based on
MWFRS
B -rg Width = 8.0
Min Req = 1.5
W #rg Width = 8.0
Min Req = 1.5
U Brg Width = 8.0
Min Req = 1.5
N Brg Width = 8.0
Min Req = 1.5
Bearings B, W, U, 8 N are a rigid surface.
Bearings B, W, U, 8 N require a seat plate.
Maximum Top Chord Farces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
A-B 27 0
H-I 705 -698
B-C 650 -671
1-1 705 -699
C-D 703 -515
J-K 973 -824
D-E 401 -302
K-L 959 -763
E-F 397 -298
L-M 925 -T71
F-G 705 -699
M-N 115B .1167
G-H 705 -699
N-O 27 0
Mactmum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-Z
444 -397
U-T
53B
-457
Z-Y
383 -319
T-S
537
-460
Y-X
383 -315
S-R
728
-666
X-W
383 -315
R-Q
72B
-666
W-V
470 -388
Q-P
980
-885
V - U
470 -308
P - N
983
-885
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C-Z
192 -71
I-U
243
-264
Z-D
228 -98
U-J
1518
-1399
D-Y
100 -7
T-J
88
-1
D -AA
912 -804
J-S
283
-283
AA-W
939 -829
S-K
207
-113
W-F
100 -169
K-Q
26B
-116
F -AB
431 -411
Q-M
539
-428
AC -AD
433 -419
L-Q
408
-476
AD-U
435 -420
M-P
221
-31
failure to build the
m. or The suitability
«nry
omFmneurs. �
SEQN: 668495/T14/GABL PIy:1 Job Number. 36CS0066A
FROM: AM
Qty: 1 4EBB 1828-Celi'C" LL OL/DR Horton /4EBB 1828-Cali "C' LL OL,DR Horton
Page 2 of 2 Wgt 217.01bs Truss Label: A16 / ... 10/10/2019
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp. Gables Tens. Comp.
AA-E 67 -76 V-AC 86 -27
AB-G 77 -49 AD-H 18 -22
t No 04710.2
9C
:A. STATE OF
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SEQN: 6684471 T2/GABL I Ply:1 Job Numb; 36CS0066A
FROM: AH Qly: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton DRW:
Wgt: 134.4 the Truss Label: B1 GE / ,,, 10/10/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7,00
BCLL 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
soft. 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Top chord 2x4 SP 01
Bot chord 2x4 SP 01
Webs 2x4 SP 03
26"—�
(TVPI
Wind Criteria
Wnd Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 R
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and CBC.
Additional Notes
See DWGS A1601SENC101014 & GBLLETIND118 for
gable wind bracing and other requirements.
FURNISH THIS
Iva-
I
1
21W
21'4" J
J1'4" 'C• i l
Snow Criteria (Pg,P1 in PSF)
DotVCSI Criteria
♦Maximum Reactions ([be), or-=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Well 1/0
Gravity Non -Gravity
Pt NA Ce: NA
VERT(LL): -0.001 H 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.001 AE 999 180
P• 81 /_ /_ /39 /37 /11
Snow Duration: NA
HORZ(LL): 0.002 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.003 J -
P Brg Width = 256 Min Req = -
Code / Misc Criteria
Creep Factor: 2.0
Bearing B is a rigid surface.
Bldg Coda: FBC 2017 RES
Max TC CSI: 0.108
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.033
Chords Tens.Comp. Chords Tens. Comp.
Rep Fac: Yes
Max Web CSI: 0.088
A-B 27 0 1-1 304 -24
FT/RT:20(Oy10(0)
Mfg Specified Camber.
B-C 87 -120 J-K 253 -21
Plate Type(s):
C-D 80 -90 K-L 202 -23
WAVE
VIEWVer. 17.02.02.1208.15
D -E 105 -71 L-M 754 -43
E-F 153 -50 M-N 105 -64
F-G 2D2 -29 N-O 74 -84
G-H 253 .21 O-P 81 -113
H-1 303 -24 P-Q 27 0
Maximum Boi Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-AE
175 -108
X-W
192
-107
AE-AD
183 -110
W-V
191
-107
AD -AC
185 -110
V-U
189
-106
AC -AB
188 -111
U-T
187
-106
AB -AA
190 -112
T-S
185
-105
AA-Z
191 -112
S-R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
No 047182 '
Maximum Gable Forces Per Ply (Ibs)
Gables
Tens.Comp.
Gables
Tens. Comp.
ti
C-AE
174 -103
W-J
187
-83
STATE flF . ��
D -AD
88 -
V - K
173
E-AC
101 -74 74
U-L
100 00
.73
F-AB
100 .73
T-M
101
-74
Q'��
G-AA
153 -73
S-N
88
-65
SOU�c ti`'�
P1AL
�xat4aud{1ti��
H-Z
I-X
187 -83
0 -162
R-O
174
.103
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SEQN: 6684481 T3 I GABL Ply: Job Numben36CS0066A
FROM: AH Qty:1 4EBB1828-Cali°C°LL OL/DR Horton/4EBB 1820Lali'C°LL OL,DR Horton DRW:
Wgt: 78.41bs Truss Label: C1GE I ... / ... 10/10/2019
Loading Criteria (psi)
TOLL: 2a.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"
7'
—1 8" rt 01 G--4X4
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
LDC. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Tap chord 2x4 SP #1
Hot chord 2x4 SP #1
Webs Zx4 SP 03
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A1601 SENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
a division of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NY
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code /Mist Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
14'
14' i
14'
DeNCSI Criteria
PP Deflection in toe Well L1#
VERT(LL): -0.001 F 999 240
VERT(CL):-0.001 F 999 180
HORZ(LL):-0.002 E - -
HORZ(TL): 0.002 E -
Creep Factor. 2.0
Max TC CSI: 0.118
Max BC CSI: 0.026
Max Web CSI: 0.061
Mfg Specified Camber.
1208.15
i
1
♦ Maximum Reactions (Ibs), or•=PLF
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
L' 84 A A /40 /39 /12
Wind reactions based on MWFRS
L Brg Width = 168 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Farces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 G-H 213 -26
B-C 14 -66 H-1 157 -4B
C-D 61 -28 I-J 105 -69
D-E 113 -17 J-K 87 .89
E-F 165 -14 K-L 84 .106
F-G 221 -17 L-M 27 0
Maximum Hot Chord Forces Per Ply (Ibs)
Chards
Tens.Comp.
Chords
Tens. Comp.
B-V
145 .46
R-Q
164
-49
V-U
153 -47
Q-P
159
-50
U-T
158 -48
P-O
155
.51
T-S
161 -49
O-N
150
-53
S-R
164 -49
N-L
144
.55
Maximum Gable Fames Per Ply (Ibs)
111t1t111rJ1)tlrf
Gables
Tens.Comp.
Gables
Tens. Comp.
.,
�GENg���rrrr
C-V
122 -56
Q-H
205
-83
D-U
115 -75
P-I
159
-72
No 0471 2
E-T
159 -72
O-J
115
-75
F-S
205 -83
N-K
122
-56
*
G-R
13 -89
a"w
STATE
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SEIIN: 704643 / T30 / COMN Ply:t Jos Number. 36CS0066A
FROM: JAH Oty: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt: 37.8 Its; Truss Label: of ... / ... 10/102019
5'
5'
C=4X4
T ,2
6
0
(V
2X4(A1) B D=2X4(At)
1I 1 A E
F
1112X4
SEAT PLATE RED. SEAT PLATE REG.
10'
i
1
U'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (PgPf in PSF)
DeBICSI Criteria
♦ Maximum Reactions (the)
TCLL: 20.00
Wnd Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/de8 L/#
Gravity Non-Gmvdy
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): o.a06 F 999 240
Loc R+ / R- / Rh / Rw 11.1 / RL
B 438 /- A /287 202 1134
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): D.Dit F 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.003 F -
D 438 /- 1- 287 202 /-
Des Ltl: 37.00
EXP: C Kzt NA
HORZ(TL): 0.005 F -
Wind reactions hesetl on MWFRS
Code / Mise Criteria
NCBCLL: 10.00
Mean Height 15.00 R
TCDL: 4.2 psf
Creep Factor. 2.0
B Big Width = 8.0 Min Req = 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.214
D B Width = 8.0 Min Re 1.5
re q =
Load Duration: 1.25
MWFRS Parallel Dist h2 to h
TPI Std: 2014
Max BC CSI: 0.209
Bearings B & D are a rigid surface.
Bearings B & D require a seat plate.
Spacing: 24.0 °
C&C Dist a: 3.00 itRep
Fac: Yes
Max Web CSI: 0.081
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Maximum Top Chord Farces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 18.02.01A.0205.20
A-B 27 0 C-D 359 -492
B-C 358 -492 D-E 27 0
Wind Duration: 1.60
WAVE
Lumber
Tap chord 2x4 SP 91
Bat chord Zx4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C.
No 047102
STATE OF
n la.�a.Nr3911r W em.NwamN.xyluwi
aeAwuua.We.
ryfiROfryYiMH11 G.LMefd iaMl[[TYN' pE 6yYLN Nabd
xdtle wafaucrvaEmatrr 1N�.Yaem+rJw.mss
\LL NOTES ON THIS DRAWNGI
L CONTRACTORS INCLUDING THE INSTALLERS
iraoie. Apply laws w eacn race orwss ana posmon as snown above ana on
Is 16DA-Z fors ndard plate positions.
a division of ITW Building Components Gmuo Inc. shall not he msoonsible for a
Maximum Bat Chord Forces Per Ply (Ihs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 395 -183 F-D 395 -183
Maximum Web Forces Per Ply ([be)
Webs Tens.Comp.
C-F 213 -28
n
nmrypo»enrs. .
a
S
rr
SEDN: 704645 / T33 / COMN Ply: 1 Job Number. 36CS0066A
FROM: JAH City: 1 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt: 37.8 lbs Trusa Label: D2 / ... 10/10/2019
C=4X4
T
6 12
o
(V
1 =2X4(A1) B D=2X4(A1)
y' A E
F
1112X4
SEAT PLATE RED. SEAT PLATE RED.
10,
5' T 10' 1
Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pfin PSF) DeRICSI Criteria ♦Mutmum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE T-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell LJ# Gravdi, Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Cc: NA VERT(LL): 0.006 F 999 240 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.011 F 999 180 B 438 A /- /287 /202 /134
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.003 F - D 438 /- /- /287 /202 /-
EXP: C Kzt NA
Des Ld: 37.00 Mean Height 15.00 itHORZ(TL): 0.005 F - Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL: .psf 5Code / Mise Criteria Creep Factor. 2.0 B Brg Widih = 8.0 Min Req = 7.5
Soffit 2.00 BCDL: .0 az psf Bldg Cade: FBC 2017 RES MTC CSI: 0.214 D Brg Width = 8.0 Min Re q = 1.5
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.209 Bearings B & D are a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.081 Bearings B & 0 require a seal plate.
Loc. from endwall: not in 4.50 it FT/RT:20(0y10(0) Mfg Specified Camber. Maximum Top Chord Fames Per Ply (the)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEWVer. 18.02.01A.0205.20 A-B 27 0 C-D 359 -492
Lumber B-C 358 -492 D-E 27 0
Top chord 2x4 SP 91
But chord 2x4 SP #1 Minimum Rot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3 Chards Tens.Comp. Chords Tens. Comp,
Wind B-F 395 -183 F-D 395 -183
Member design based an both MWFRS and C&C. Mazimum Web Fames Per Ply (Ibs)
Webs Tens.Comp.
C-F 213 -28
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"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re�uire extreme care in febriratin , handlin shi ping, installing and brecing..Refer to and follow the latest edition of BCSI (Bung
Campo
nen Safety Information, by TPI en� SBCA) �isa�eN Practices priorto pertonnmg these functions. Installers shall previtle tempos rrncT,
brecing oar BCSI Unless notetl olhalwise,top chord shell have pmpedy attached shucturei sheathing entl bottom chord shall have a prepe�{r y
atta.hetl dpld cei(in99 Locations shown far aermenent lateral restraint of webs shell have hmeinn ins7a[led per BC51 seMians B3, B7 or 810,
as apPllwble. gqpply pietas to each face, of Vuss end position as shown above end on Ne Joint Details, unless noted omerviise. Refer to nrnparrnts.w
drewings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,anY failure to build the
truss in conformance with ANSI PI 1, or for handling shi pin , installation and bracing of trusses A seal on this tlmwing or cover page
listing this drawing Indicates acceFLance of ro E s ona� engineering responsibility solely for the design shown. The suitability
and use of this drawing for any a mature is P e responsibility of the Building Designer per ANSBTPI1 Sec.2.
For more information sea Mis job's neriaml notes piiagiind tbeae web sites: ALPINE: xmw.elin&U.wnn: PI: wmv.tinst.a :SECA: www.sb6ndus .mmAmC www.io %.Mri
SEQN: 7068661 T29 / HIPS TPIY: 1 Job Number. 36CS0066A
FROM: JAH Qty: 1 4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt: 50.4 Its Truss Label: D3G / ... 10/102019
3' 5' 7' 10'
III 4
12 �=4X6 =4X6 E
T 6 T
o
=2X4(A1) B F=2X4(A1) 'r1
IP P
N
1 A U G
J I H
1112X4 =3X8 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
10'
3'1"12 1'10"4 1'10"4 3'1"12
3'1e12 5' 8'10e4 -{— 10'
Loading Criteria (par) Wind Criteria Snow Criteria (P9pf in PSG Defl/CSI Criteria ♦Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in Ice Udell IJ# Gmvfty Non -Gravity
TCDL: 7.00 Speed: 160 mph Pt NA Cc: NA VERT(LL): 0.012 D 999 240 Loc R+ 1 R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.021 D 999 180 B 499 /_ /_ /_ 1237 /_
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 H - - F 499 /- A /- 237 1-
EXP: C Kzt NA
Des Ld: 37.00 Mean Height 15.00 itHORZ(TL): 0.008 H - - Wind reactions based on MWFRS
B B Width = 8.0 Min Re
NCBCLL: 0.00 Code /Miac Criteria Creep Factor. 2.0 rg q= 1.5
TCDL: 4.0 psf F Brit Width Min Re 1.5
Soffit 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TO CSI: 0.079 q =
Load Duration: 1.25 MWFRS PareDist D to h12 TPI Ste: 2 Max BC CSI: 0.Bezings B S F are a rigid surface.
Bearings B 8 F require a seat plate.
Spacing: 24.0 " CSC Dist a: 3.00 .00 it Rep Fee: Noo Max Web CSI: 0.050 050
Loc, from endwall: NA FT/RT:20(Oj110(e) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEWVer.18.02.01A.0205.20 A-B 27 -20 D-E 287 -976
Lumber B-C 294 -669 E-F 294 -669
Top chord 2x4 SP#1 C-D 2B7 .676 F-G 27 -20
Bot chord 2x4 SP #1
Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs)
Loading
Chords Tens.Comp. Chords Tens. Comp. #1 hip supports 3-0-0 jacks with no webs. B-J 565 .237 I-H 572 .235J -1 572 -235 H - F 555 -237
Wind
Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (the)
Webs Tens.Comp. Webs Tens. Comp.
tt{{{!I{J{� C-J 83 0 D-I 95 -116
'X`% e0Aj C -1 131 -65 H - E 83 D
�1JsAR1'fd#jrj 1-E 131 -65
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—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes requuire extreme care in fabriratin¢¢, handlinn shi ping, installing and breclng..Refer to and fallow the latest edition of BCSI (BuildinYg T
omponenf Safety Information, bY TPI antl SBCA) fc�sa�ery praceces poor to performing these functions. Installers shall provitle temperern�,
breung�er SCSI .Unless noted otherwise,tep chord shall have gropedy elteched sWCNreI sheathin�entl bottom chord shell have a properly
attache n91tl ceiLn9 Locations shown for cermanent Iateml restraint bf webs shell have bmcin9 ins Iled per SCSI seclions B3, B7 or 910,
as applicable. Apply plates to each face of truss and posi8on as shown above end on the Joint Details, unless notetl otherwise. kefer to nmProutnrs.w
drawings 160A-Z for standard plate positions.
Alpine, a division of ITN Buildi0 Components Group Inc. shell not be responsible for any deviation from this drawing,any failure to build the
tmss in conformance with ANSI�PI 1, orfor handling shipping, installation and bracing of Wsses.A seal on this drawing of cover pa e.
listing this drawing indicates acceF�ance of Bmfessionag engineering responsibility solely for the design shown. The au'ifehildy
and use of this dt'Bwing for any structure is p e responsibility of the Building Designer per ANSIrTPl1 Sec.2.
For mom irimmason sae this'ob'e genemi nob, rareeM these web site!: ALPINE: wvnv.al ineiiw.mm'TPI: www.! insto .Sam. www.sbcindust .wm�1=D w itxsafe.a
Y
i
SEON: 698400 / T27 / VAL
Ply: 1
Job Number. 36CS0066A
FROM: JAH
Oty: 1
4EBB 1828-Cali "C" LL OL/DR Horton /4EBB 1828-Cali "C' LL OL,DR Horton
DRW.
Wgt 25.2 lbs
Truss Label: V8
/ ... 10/10/2019
L 3'11 7'11"
r 3'11"8 3'11"8
12 B-4X4
T B�
N =3X4(D1)=3X4(D1)
1 A
D1112X4
T11"
3'11"8 3'11"8
3'11"8 I 7'11"
Loading Criteria(psq
Wind Criteria
Snow Criteria(Pg.W in PSF)
DefVCSI Criteria
♦ Maximum Reactions(Ibs), or'=PLF
TCLL: 20.D0
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L#f
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL):.0.008 D 999 240
Lee R+ / R- / Rh / RW / U / RL
E' 75 /- /- /36 r2B /8
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.011 D 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
FXP: C Kzt NA
HORZ(TL): O.00SD - -
E Brg Wdth=95.0 Min Req =-
Code/ Mise Criteria
NCBCLL: 70.00
Mean Height 15.00 it
TCDL: .psf
Creep Factor. 2.0
Bearing A is a rigid id surface.
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.134
Maximum top Chard Forcea Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist h/2 to h
TPI Std: 2014
Max BC CSI: 0.115
Chords Tens.Comp. Chords Tens. Comp.
A-B 201 .170 B-C 201 -170
Spacing: 24.0"
CBC Dist a: 3.00It
Rep Fac: Yes
Max Web CSI: 0.103
Loc. from endwall: not in 9.00 it
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.7208.15
Chords Tens.Comp. Chords Tens. Comp.
'Lumber A-D 223 -147 D-C 223 -147
Tap chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Web Fames Per Ply (Ibs)
Webs Tens.Comp.
Wind
B-D 347 -310
Member design based an both MWFRS and CBC.
Additional Notes
See DWG VAL160101014 far valley details.
tiSAltlf/!ft
6 No O47162
4 *:
(?�♦���w
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SERIAL a
dBMBB563BSDN,9Dx:A0D¢DE]968•m Fa.
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s,ur+teewaax
.mseagNduatse.mwnuwnevcnwe.e rme
NEtMWiiMbmhnmMrvtNNM twMernt,oG
"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAW NGI
"IMPORTANT' FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re airs extreme cere in febricetin ,hantllin shipping, instilling end bRCIDg. Referro and follow the latest edition of BCSI (Building
Component SafeTy Information, by TPI SBCA) f9e�
an� safely practices prior ro pedarming these funelions. Installers shall provide temporarryt an
bracing per BCSI Unless noted olhenvise,top chortl shall have pmperiy attached sWclural sheathing end bottom chord shall have a prcperly n"
attachetl dHrtl cei(inp Locations shown for earmanent lateral restraint of webs shall have bracing ms lletl per BCSI sections B3, B7 or 610, nm nrnrr. as applrwble. Apply aisles to each face, of truss and position as shown above and on the Joint Details, unless noted oNerwise. keferto Ye
dray i" qs 7fi0A-Z for standard plate pos8rons.
Alpine, a division of ITN Builtli Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSR�PI 1, for handlinp�
conformance with or shipping, installation and hracinn of trusses A seal on this drawing or cover page, ,
listing this drawing indicates acceGtance of professional engineering responsibility solely for the design shown. The auitahrlrty
and use of this retying for any sWoture is theresponsibility of the uilding Designer per ANSIRPI 1 Sec.2.
Fer..ramkmutian sea Ois'ob§ a erel notes a entl Neee wab sites: ALPINE: wmv.al ineilw.com TPl: wvw. insLo SBCA wwxsbGntlus .ram lCC: xww.ir zale.o
SEQN-698398I T22/VAL Ply:1 Jab Number. 36CSOOSSA
FROM: JAH City: 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW.
Wgt: 16.8 Ibs I Truss Label: V4 / ... 10/102019
T
1
Loading Criteria (psg
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7A0
TCDL: 7.oa
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psi
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist h2 to h
Spacing: 24.0"
CBC Dist a: 3.00#
Loc. from endwall: not in 9.00 H
GCpi: 0.18
Wind Duration: 1.60
Lumber
Tap chord 2x4 SP #1
got chord 2x4 SP 91
Wind
Member design based an both MWFRS and CBC
Additional Notes
See DWG VAL160101014 for valley details.
1'11"8 3'11"
1'11"8 r 1'11"B
12
6
B=3X4
A 3X4(D1)=3X4(DC
D
i 3-11"
3'11"
3'11"
Snow Criteria(Pg,P(in PSF)
Deg/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioo Udefl U#
Pt NA Ce: NA
VERT(LL): -0.003 999 240
Lu: NA Cs: NA
VERT(CL): 0.006 999 180
Snow Duration: NA
HORZ(LL): 0.001 - -
HORZ(TL): 0.002 - -
CodaIMiscCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.057
TPI Std: 2014
Max BC CSI: 0.070
Rep Fee: Yes
Max Web CSI: 0.000
FT/RT:20(Oy10(0)
Mfg Specked Camber.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
.� No 047102 t
1a
STATE OF
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x µ. uc iiavYmm a="ma.suanwyauwi
auieevammd�
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aNIfaLLLf N.v[v+tlm<v4mYlM VOWmMa41RW2
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as
INSTALLERS
♦Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Lac R+ / R- / Rh / Rw / U / RL
D' 75 /- /- /36 122 /6
Wind reactions based on MWFRS
D Brg Width =47.0 Min Req=-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chards Tens. Comp.
A-B 197 .163 B-C 187 .163
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 160 .148
ante
ompanemre u
. 4
SEQN:668450/Tl9/EJAC Ply:1 Job Number. 36CS0066A
FROM: AH Qty: 8 4EBB 1828Lall "C" U. OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt: 23.8 lbs Truss Label: EJ7 / ... 10/10/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL 7.00
BCLL' 0.00
BCDL: 10.00
Des Ld: 37.00
NCSCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0"
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
C
12
B
c�
o m
is
-v
y=2X4(A1) B
DI
D
SEAT PLATE REQ.
�-- r
Wind Criteria .
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 pal
MWFRS Parallel Dist 0 to h2
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.
FURNISH THIS DRAWING
Snow Criteria(Pg,Pf in PSF)
DoflfCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl L1#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.014 D - -
HORZ(TL): 0.025 D - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.496
TPI Sid: 2014
Max BC CSI: 0.368
Rep Fee: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specked Camber.
Plate Type(s):
VIEWVer. 17.02.02.1208.15
WAVE
No 047182
"tT
STATE OF
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RtifNza6TfAv'.
H<fr+eHiW VifrYLVRdi0A6H[�llCltrlGN WM
mCPS Wimp MmrmvrtWNVMp1mMYep,vu[.
txOY+.
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 336 /- A /259 1117 /173
D 127 /- /- /101 20 /-
C 171 /- /- 191 /133 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width=l.5 Min Req=-
C Brg Width=l.5 Min Req=-
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D D 0
failure to build the
g or cover page
in. The suitability
n
n
omyaurnn. uc
SEQN: 668451/T12/EJAG Ply:t Job Number. 3fiCS0066A
FROM: AH Qty: 6 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL.DR Horton DRW:
Will: 21.0 lbs Truss Label: EJ7A ... / ... 10/10/2019
T
SEAT PLATE REQ.
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: ISO mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37AU
Mean Height 15.OD 8
NCBCLL: 10.00
TCDL:4.2 psi
Soffit 2.00
BCDC 5.0 psi
Load Duration: 1.25
MWFHS Parallel Dist N2 to h
Spacing: 24.0 °
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 R
GCpi: 0.18
Wnd Duration: 1.60
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
—IMPORTANT- FURNISH THIS
7'
7•
Snow Criteria(Pg,Pf in PSF)
Deg/C81 Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in loe L/de8 L/#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
H0RZ(LL):-0.017C - -
HORZ(TL): 0.027 C - -
Code /Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 20V RES
Max TC CSI: 0.505
TPI Sid: 2014
Max BC CSI: 0.373
Rep Fac: Yes
Max Web CSI: 0.000
Ff/RT:20(Ou10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
No 047182
it
STATE OF
aap1585ef85a3a9elC ROOEOEJa60 mf9
nM1u. uruxim�aw.mrawwr �mH°�
xtWurcwaWa
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aV Oa Wit WvmtaarMwefpwdue m+4°4Rim4
f°Ci+
INSTALLERS
B
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw /U /RL
A 270 /- A /188 ?9 1151
C 128 A A /104 /21 A
B 174 /- /- 195 1135 !-
Wind reactions based on MWFRS
A Brg Width =8.0 Min Req =1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A-B 78 -152
Maximum Bat Chord Forces Per Py (Ibs)
Chords Tens.Comp.
A-C 0 0
"-neV
ompanenn.. u<
SEQN: 7046371 T281 EJAC I PIy:1 I Job Number. 36CS0066A
FROM: JAH City: 3 14EBB 1828-Cali'C" LL OL /DR Horton /4EBB 1828-Call'C' LL OL ,DR Horton DRW:
Wgt: 12.6 lbs I Tress Label: E.13 ... ! ... 10/10/2019
�i
,z T T
s�
P
oto
2X4(A1) B C4
(V
A 1 D
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 R
NCBCLL: 10.00
TCDL: 4.2 Pat
Soffit: 2.00
BCDL: 5.0 Pat
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
CBC Dist a: 3.00 it
Loc, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top Chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and CBC.
SEAT PLATE REQ.
3, '1
Snow Criteria (Pg.Pf in PSF)
DefUCSI Criteria
♦Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in toe Udeg L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ ! R- / Rh / Rw / U / RL
B 193 /- /- /162 f/6 186
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.003 D - -
D 51 /- /- 141 /6 !-
HORZ(TL): o.a03 D - -
Creep Factor. 2.0
C 64 /- /- 130 151 /-
Wind reactions based on MWFRS
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
B Big Width = 8.0 Min Reg = 1.5
TPI Sid: 2014
Max BC CSI: 0.072
D Brg Width = 1.5 Min Reg = -
Rep Fac: Yes
MaxfgWeb CSI:
C Brg Width=1.5 Min Reg= -
Plate :2pe(s): (0)
Mfg Specked Camher.
Camber.
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Plate Type(s):
Maximum Top Chord Fames Per Ply (Ibs)
WAVE
VIEWVer. 18.02.01A.0205.20
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Fames Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
ott`triea2fp1,�i
No O:Sif82 '�*:
9 , STATE OF SERA a
Wa15959}8 Se9e9C%a6pEGE 196aiD F9
�m..� J.W<aawawMa.a++�eu^neL
R1RLL:N1elIMd.LYfEeus WPI Wl. W t
AN4NY)tpli6i. '
Mn+iaNbgNelsuew r.almdbeQ4D.1 W ruhl
edmuwlauwnazn�mxtY+�wM m s1�bMAY
acts
'ALL NOTES ON THIS DRAW NGI
,LL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing., Refer to and follow the latest edition of SCSI (Building /�/JJ777
actices prior to perfuming these functions. Installers shall provide temponra
propertyaf webs shallha a hlracin Olns tied bottom chord
I seections B3,rB7 or'610
as shown above and on Me Join Details, unless noted otherwise. defer to'omponenrs. ur
SEQN: 6'8452/T16/JACK PIy:1 Job Number. 36CS0066A
FROM: AH Qty: 4 4EBB 1828Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt 16.8 lbs Truss Label: CJ5 / ... 1011012019
N
SEAT PLATE REQ.
Loading Criteria (ps0
Wnd Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
BCDL: —10.00
Risk Category: II
EXP: C Kzt NA
Des Ld: 37.00
Mean Height 15.00 R
NCBCLL: 10.00
TCDL: 4.2 Pat
Soffit: UP
BCDL: 5.0 Pat
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 0
GCpi: 0.18
Wind Duration: 1.60
Top Chord 2x4 SP 91
got chord 2x4 SP #1
Wnd
Member design based on both MWFRS and C&C.
"IMPORTANT'
C
5.
Snow Criteria(Pg,Pt in PSF)
DoIUCSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.007 D - -
HORZ(TL): 0.008 0 - -
Code/Miss Criteria
Creep Factor.. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.309
TPI Std: 2014
Max BC CSI: 0.182
Rep Fac: Yes
Max Web CSI: 0.000
F1/RT:20(0)/10(0)
Mfg Specked Camber:
Plate Type(s):
WAVE
VIEWVer. 17.02.02.1208.15
No 047162
STATE OF
nR'�°�=YAW aerrv9umnvan"mi
N p1t1e.N]If11N W Nro WuuGaw vfi(a W I
NiAM®O'"IIMw.
a=.aw..Nenesao.mm�.e ro.e.�a wea
alms W.�i Nmramm�m0aw#MwtleenWrlm�¢'Y
cslu.
TO ALL
on
1
O N
[V
♦Maximum Reactions (Ibs)
Grevily Non -Gravity
Loc R+ I R- / Rh / Rw / U / RL
B 263 A A /208 /96 /129
D 90 A /- 170 /13 /-
C 119 /- /- /62 193 A
Wind reactions based an MWFRS
B Brg Width = 8.0 Min Req = 1.5
C 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 Chard Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -120
Maximum Bot Chard Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
nzy
ompanents. uc
any
J
SEQN: 668453 / T17 / JACK I Ply:1 Job Number. 36CS0066A
FROM: AH Qty: 4 4EBB 1828Le1i "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wilt 12.61bs I Truss Label: CJ3 I ... / ... 10/10/2019
C
'Z
6 T T
oto
=2X4(A1) B 04
S cV
L
A
D
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: ll
EXP: C K t NA
Des Ld: 37.00
Mean Height 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 pot
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00 It
Lee. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP 01
Bot chord 2x4 SP 01
Wind
Member design based on both MWFRS and C&C.
AND
SEAT PLATE REQ.
i
3-
3-
Snow Criteria(P9.Pf in PSF)
De111CSI Criteria
Pg: NA Ct NA CAT: NA
PP Deflectian in toe Udell LIN
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.003 D - -
HORZ(TL): 0.003 D - -
Code IMiscCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
TPI Sid: 2014
Max BC CSI: 0.072
Rep Fee: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s):
VIEWVer. 17.02.02.1208.15
WAVE
No 047102
STATE OF
s¢015956185a9a9C3[AaaF Ce T96B mF9
n (ai.YCN]Ivlvn W am [Leu mYauPaaiw4l
•.HHwbm,[aee
Mn'td[¢a[NV4Luuevea.attmWS L�YLatlWH
ad 6a VLiaMw'nnataL mxtb,aMaumLJm
THE INSTALLERS
of
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Lee R+ IR- /Rh /Rw /U /RL
B 193 /- /- /162 /76 186
D 51 /- /- Al /6 A
C 64 A /- 130 151 A
Wind reactions based on MWFRS
B Big Wdth=8.0 Min Req=1.5
D Big Width =1.5 Min Req=-
C Brg Width = 1.5 Min Reel = -
Bearing S is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chards Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum got Chord Farces Per Ply (Ibs)
Chords Tens.Comp.
S-D 0 0
dnry
omyonenrs. ua
SEQN: 66E
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 "
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Ply: 1 Job Number. 36CS0066A
Qty: 4 4EB8
1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ,DR Horton
Wgt: 11.21bs Truss Label: CJi
Wind Criteria
Wnd Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 R
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to IV2
C&C Dist a: 3.00 R
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
a division of
12
6 C
2X4(A1) B c�r3
o tO
A
D
SEAT PLATE REQ.
Snow Criteria(Pg,H in PSF)
Deg/CSI Criteria
Pit: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D _ -
HORZ(TL): 0.000 D - -
Code / Miss Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
TPI Sid: 2014
Msx BCCSI: 0.015
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specked Camber.
Plate Type(a):
WAVE
VIEWVer. 17.02.02.1208.15
Jir No 047102
aomsesslesososexnloecelssamrs
W rP.eLHliril�mEurla�amt"uYV �a4r
i lenfYlR�1 �'G.
MHYC¢greECnEmuaW wkEtwKaeY�lN rsYk!
aJ9cLWiu9<nemu<W aatlrrixbm4elairtnY
as
DRW:
/ ... 10/10/2019
♦Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw I /RL
B 150 A /- /145 f77 142
D 11 AI /18 110 /-
C - 1-14 /- /25 /28 A
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Big Width = 1.5 Min Req = -
C Big Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Fames Per Ply (Ibs)
Chores Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
failure to build the
in. The suitibility
�4R2t�
011rfr0l}L'fl(5. U<
J
SEQN: 704639/T32/JACK Ply:i Job Number. 36CS0066A
FROM: JAH Qty: 4 4EBB 1828-Call "C" LL OL/DR Horton MESS 1828-Cali "C" LL OL,DR Horton DRW
WBt 11.2 Ibs I Truss Label: CJ1A / ... 10/1012019
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0"
Lumber
Tap chord 2x4 SP 91
Bot chord 2x4 SP 61
T
t
Wind Criteria
Wind Std: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height 15.00 it
TCDL: 4.2 Pat
BCDL: 5.0 Pat
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
LOC, from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and CBC.
12
6 � C
2X4(A1) B
SEAT PLATE REQ.
T
o to
Snow Criteria(Pg.Pf in PSF)
DafUCSI Criteria
Pg: NA Ct NA CAT: NA
PP De0ectian in loc Udell LIM
Ph NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): O.00D D - -
Code IMiseCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
TPI Std: 2014
Max BC CSI: 0.015
Rep Fee: Yes
Max Web CSI: a.000
FT/RT:20(0y10(0)
Mfg Specked Camber.
Plate Type(s)
WAVE
VIEW Ver. 18.02.01A.0205.20
No 047102
STATE OF
mmssssrewmscxn<oecclsmm rs
rr4r-uc rtrtulm tluemaemu.m�.uay uu.i
nYMECCt¢'�
rM'sd<W�nNeaEe[ueW vamlfmtil r[+aeuGaduSE
aM Nefw rxrtvLMfanmM mxiMwMvdm W JtlrctY
ai4r.
as snown aoove ana on
♦ Maximum Reactions (Ibs)
Gravity Nan -Gravity
Loc R+ /R- /Rh /Rw I /RL
B 150 /- /- 1145 f/7 142
D 11 /-1 A /18 /10 /-
C - /-14 /- /25 128 A
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 8-C 28 -19
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 D
�at1/
nmpaernrs. u<
SEON: 668457 / T21 / HIP_ Ply: 1 Job Number. 36CS0066A
FROM: AH Oty: 2 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL,DR Horton DRW:
Wgt: 42.0 lbs Truss Label: HJ7 / ... 10/10/2019
i 6'3" 9'10"1
e'3" 37" -I
I
SEAT PLATE RED.
1'S" }
Ni
6'1"4
3'2"
'}' i'3 4
6"1t1
;01
Loading Criteria lost)
Wind Criteria
Snow Criteria iP9.Pr in PSF)
DeflfCSI Criteria
♦Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-1D
Pg: NA Ct: NA CAT: NA
PP Defleclion in loc Udefl U#
Gravity Non-Grav'ny
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.014 G 999 240
Loc, R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.026 G 999 180
B 326 /- A /- /154 A
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 F - -
E 410 /- /0 A 1129 /0
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.007 F - -
0 160 /- A/- /132 /-
N0
Mean Height 15.00 B
TCDL: 4.0 psi
Code I Misc Criteria
CreepFactor. 2.0
Wind reactions based on MWFRS
Sooffit:ffit: 2. 2.00
BCDL: 5.0 psi
Bldg Code: FBC 2017 RES
Max TC CSI: 0.316
B Brg Width = 10.6 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Std: 2014
Max BC CSI: 0.308
E Brg Width = 1.5 Min Req = -
Spacing: 24.0 "
CSC Dist a: 3.00 ft
Rep Fac: No
Maz Web CBI: 0.247
D Brg Width = 1.6 Min Req = -
Loc, from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specked Camber.
Beefing B is a rigid surface.
Bearing B requires a seat plate.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP#1
A-B 9 -6 C-D 59 -74
Bot chord 2x4 SP#1
B-C 295 .638
Webs 2x4 SP 03
Maximum But Chord Forces Per Ply ([be)
Loading
Chords Tens.Comp. Chords Tens. Comp.
Hipjack supports 6-11-8
setback jacks with no webs.
B - G 578 -259 F - E 0 0
Wind
G-F 570 -262 _
Wind loads and reactions based on MWFRS.
Maximum Web Fames Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
AfA -'i.
G-C 181 0 C-F 314 -684
No 047182
i
;9 STATE OF 'fw
mm•m=er.�er�*m+me:.m num.nv.,.ma
n pt u: nrva m m era ns.am.v my a ws.r
x12mRwmc2a
ltlweAt[ebdRaErcuurd e.Kttmi?bvGY$�teN wkQ
W Gn4LLga,IDmu`Ln�aYNvNM msyxXO+uh
"IMPORTANT' FURNISHTHIS
�c�
omFronenrs. ua
IF
SEQN:704641/T34/HIP_ Ply:t Job Number.36CS0066A
FROM: JAH Qty:2 4E8B 1828-Cali"C"LLOL/DR Horton MEBB 1828-Cali"C"LLOL,DR Horton DRW:
Wgt: 16.8 lbs Truce Label: HJ3 I ... / ... 10/10=19
T3
�— 1'S"12.
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCOL: 10.00
Risk Category: 11
EXP: C Kzt NA
Des Ld: 37.00 D
Des d::
Mean Height 15.00 R
OAO
TCDL: 4.2 psf
Soft: 2.00
BCOL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0"
C&C Dist a: 3.00it
Loc. from endwall: NA
GCpi: 0.18
Wnd Duration: 1.60
Lumber
Top chord 2x4 SP 01
Bot chord 2x4 SP 91
Loading
Hipjack supports 2.11-8 setback jacks with no webs
Wind
Wind loads and reactors based on MWFRS.
L
4 r1
TT
SEAT PLATE REQ.
4'2"3
4'2"3
Snow Criteria(PoPt in PSF)
DeB/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP DeBecton in loc Udell UO
PE NA Cc: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Code IMiseCriteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.143
TPI Std: 2014
Max BC CSI: 0.030
Rep Fee: No
Max Web CSI: 0.000
F URT:20(0)/10(0)
Mfg Specfed Camber.
Plate Type(s):
I VIEW Ver. 18.02.01A.0205.20
WAVE
No 047162
1t
STATE OF
w ¢t. LL, aM11 ra m dar I W O t W r ueyr pul
aNmtenm`oN.
1f4sdfWY,aitta4xumerwwanLLb<L W�Jvd wk1
rM Un Wlnaewn:bnmartwMw�hem..ra.o�vx
♦Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 132 A A A US A
0 22 A /- 112 A /-
C 57 A /- A 143 A
Wind reactions based on MWFRS
B Brg Width = 10.6 Min Req = 1.5
D Brg Width =1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Beadng 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 21 -14 B-C 19 -17
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B-D 0 0
�Rty
omyronaus.w
L
,
s
Gable Stud Reinforcerlent Deta0.
ASCE
7-101
160 mph
Wind
Speed, 15' Mean
Height, Enclosed,
Exposure
C, Kzt = 1.00
Dr,
140 mph Wind Speed, 15' Mean Height, Partially
Enclosed, Exposure C, Kzt ol 1.00
•
on
140 mph Wind Speed,,-15' Mean Height, Enclosed, Exposure D) Kzt - 1.00
Or:
120 mph Wind Speed, 15' Mean Height,Partially
Enclosed, Exposure B, Kzt - too
2x4
Brace
(p Ix4 'L' Brace •
<D 2x4 'L' Bruce Y (2) 2x4 'L' Brace
• tl> 2x6 'L' Brace • (2) 2xb •L' Brace
Goble Truss Detail Notes,
Wind Load deflebtion critorl.n is L/240.
Pr..We uplift connections for 75 elf ever
continuous bearing t5 par TC Dead L lut),
Goleta end supports load iron 41 0' outlookers
with 2' 0' Mang, or 12' ply... d overhang
Syron
About
Attach 'L' braces .Rh 10d (B12B'x3.0' min) oafs.
able Taws
X For (1) L• ar.ce. .pace nall. at 2• oa.
N 18' eM m and 4• ac. between zones.
➢logon.l brace oPtlo ,
)K)(For (2) a' braces, .Pace mows at Y o.a
entleelt t.mgth may be
T
1n'IB' eM zones and G. oc. between zones.
doubled
when dingonal
IS, Xt
'L' trotting must be a nln4,en of 60% of web
blocs
Is used Connect
L
,ember length
dogonal or... for 6000
'L'
Gable Vertical Sizes
at Hoch end Max .ft
1
Br ce
Plate
total
length Is 14'.
)K)K
Pv6 DF-L 02 or
f
better dagot,L
'r t
Verticnl length show
braces single
H,
In table above.
w double
cut
45•
tos sho.n>�at
L 1
t Refer to common truss design for
upper endTrf:�
cook, splice, antl meal plates.
-
ontihubus BeoNnO Pep it^tA lift -
Refer to the Building Designer for condtlons
Correct des on at
nm at,t of vertical
.eh
Refer to chart
above for p)4L 6 U f
gth:
not naaressen by this aetolL
�""°m'® efAO ""m m1°y "'L �^'�-v(. n¢s °RA1°11E
enwmlixm. f lella n➢s BR.two l8 T, lu- OKS C Des 1Da ge Bmx.L.Rs
E 3 �Ji�%,
t�P C N
REF ASCE7-10-GAB16015
T cw Gen Grog h faWenWR, M,fkNarfIpy�p IvesIWq ne IYecela. Ref itw ontl
�a �: F =
f wet tee
qn the
,nt t .'ten
pir ta pmfone,
of Acst (wuldra
tF fuxctW.s
eau
Conpevnt
1
Sarety E, tlen, lry°M all,sew) f
tower. "t ,awdo V.tpra be do pe
tetr
pal
NI"
l'�
DATE 10/OL/14
uv w notes the ke, two tolled tow wewny 4notmee eraataat one H•n r,a�a tt
.tw( ham wwerlr ttawe oA{q lxuatlu, snawn f w.mwnt Lateral trant
tlmre
f .ee.
„*
DRWG A16015ENC101014
pW, no. b. MNLLW pr RtSI ow one W. B) Bwl, as t tle 6py, Vote. t Intl, fee
d
f trus
R far to
all;r,
ampastlm
as rrom .beee
for
we m w
xant. oemr. anew. rotor ef,er Ise
r �F
L �l
•vMw,
amarove 16Ra-z tGMrrd dau apoolObn
a olvltlon oI Iry Buamm i'a:1en i+islimr�i
�ia�iwNR��.,� W
^�
a' �`
AM TN NMPAfiy
tXa tlroehp, anY fe0.we b dAtl uretw:i
Imtalatlan. trntlwat,e,ro,,
in i
i`
sf
Qp\O
MAX.
TOT.
iD• 60 PSF
A ud
m Uks drnehq ww
�WeIYIMx
Wtkq tHr
traeDW b4kaM. aazmtance oP pntasdanel
�^"g�
�t3tf tad
\
erp,eMp res➢atslWp
e.M N,o ins +J(oar,tY erW of tNr avelig
(`�'�
f: enY
r4tefue b tte
mWY
I tM ➢V9p
Desltler pm AHif/iPf 1 SerY
(f�a�{'p1
">i„� % ( {'+
1RBRelatn!2N Ome
gem cy.MO ROpas
rQ „a.
hlv nottn ue
tNr jL'. eetiral rota wee and eMu .m +Lao
y wt,7Y1'i.��5t�t\\\`
1 fn.n..... t
MAX, SPACING
24.0'
N➢Wa .nnbMte.CW lf4 ee.tprsW81 SBVu wesb[hivatryary SW eeekarnM1ap
S
Gable Vertical
Spacing Species Grade
Na
Braces
Y
Group A
Group B
Group A
Group B
Group A
Group H
Group A
Group B
Group A
Group B '
al y u2
U
SPF'
a3
3' 8'
S' %•
6' 2'�
T 8'
TIl•
9' 1'
9' 6'
12' 0'
l2' b'
ld' 0'-
l4. 0'
HF
Stud
3' 8'
S' 9•
6' l'
7' 8'
7' I1'
9' l'
9' 6'
l2' 0'
12' 6'
14'
Q
Stnntlnrtl
3' 8'
4' 11'
S' 3'
6' 7•
T 1''
8' t1'
9' 6'
10' 4'
14' 0'
l4' 0'
al
0'
6. 8'
6' 11'
T 10'
8' 2'
9' 4'
'%' H'
l2' 4'
12' 9'
14' 0'
14' 0'
J '
�
S P
a2
3' 10'
b' T
6'. 10'
T '9'
8' l' �
9'. 3'
9' T
I2' 2'
l2' B'
la' 0•
Ld' g'
a3
3. 9'
S' 3"
5' T
6' II'
T 5'
9' 2'
9' 7•
to' 1l'
11' 8'
14. 0'
l4'. 0'
(U
DFL
Stud
3' 9'
S' 3'
S' T
6' Il'
T 5'
9' 2'
9' T
l0' 11'
I]' H'
14' 0'
l4' 0'
d
Stnntlord
3' 6'
4' T
9' ll' -
-6' 2'
6' T
8' 4'
8' ]t'
9' B.
10' 4'
13. 1'
14' 0•
U
p
al / a2
4' 5'
T 6'
T 9'
8' IO'
9' 3'
l0' T
U, a,
13' tl'
14' 0'
14' 0'
14' 0'
-i-)
Sr r
a3
4' 2•
T t'
T 9'
8' 9'
9' 1'
f0' S.
l0' 10'
l3' 9'
l4' 0'
!4' 0'
l4'.0'
i
U
H F
stud
4. 2'
T t'
T 6'
8' 9'
9' l''
l0' S'
l0' 10'
13' 9'
Id' 0'
14' 0'
14' 0'
Q
Stn�dnrtl
2�
\�
4�
�, �,_
T 1'
9' 0'
9' 4'
l0' 8'
1/' lO,
14' 0'
14' 0'
14, 0.
14' 0'
/
�
(�F-�
Jr
a2
4. 5'
T 6'
T 9'
B' 10'
9' 3•
10' T
Il' 0'
13' 11'
14' 0'
l4' A'
14' 0'
4' 4'..
6' S'
b'.ID'
8' 6'
9' 1'
10' 6'
l0' 11'
:13' 4"
l4' 0'
14' 0•
14'.0'
01
�
F''
Df L
4' 4'
6. S.
6' t0'
8' 6"
9' t'
10' 6'
l0' It-
l3' 4'
l4' 0'
14. 0'
14' 0'
d' 2'
S'B'6'
0'
T 6"
8'0'10'
2'
l0' 10•
11. 10'
12' T
14' 0'
l4' 0'�nr
4' 7•,8.2'8'S'9'8'10.9'I/'
6'
l2' 0'19'
0'
14' 0'
14' 0'
l4. 0'UHH
jStand.rd
4' T
8' 2'
8'S'9'e'10'
0'
IT 6'
l2' 0'
l4' 0'
l4' 0'
l4. 0'
14' 0'Or
4' T
T0"T5'9'
4'101
0'11'
6'
12' 0'
94'0'14'0'14'0'l4'
0'X��5''
9'I1'10'3'11'
9'
l2' 3'
14' 0'14'
0'
14' 0'
l4' 0'CS4'0'3'T9•
10'2'
I]' ]'12'
1'
14' 0'
1V 0'11.l4'
0'99
T410'
98'
l'
ll'T1014'
0I4'
0'14'
04'A'DFLT
10'
9' 8'SO'
1'
11' T0'
f4' 014`0'
14' 0'l4'
0'
4' T
6' 6'
6' 1l'
8' 8'
%' 3'
13' T
14' 0'
14' 0'
14' 0•
Bracing Group Species and Grades.
Group As
S ce-Pine-Fir Hon -Fir
R ! P2 Stondartl
k2 Shtl
_ X3 Stud
k3 Stnntlnrtl
0o Ins Flr-larch Southern Pme+n
X3 X3
Stvd S<utl
Stnntlnrtl Stnntlnrtl
Group BI
Hen -Fir
tll b Btr
XI
eau as FV-Lwcb SouWefn PNe+++
XI XI
X2 a2
ix4 Braces shell be SRB (Stress-Rntetl BonrN.
++Pdr Ix4 So. Pine use bnly tntlusMiol 55 or
IndustrW 49 Strese-Roted BwFds. Graup B
veluee np be used +IM the.e rntle...
vertical Length .
Rp S lte
Less tMn 1' 0'
2X3
Greats than 4' 0} but
less than It• 6'
3%4
Greater than II' 6'
4%4
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
8n 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C. Kzt - 1.00
8r140 mph Wind Speed, 30' Mean, Height, Enclosed, Exposure D, Kzt = 1.00
Cr:, 120 hnh Wind Speed, 30' :(ear Heloht, Partially Enclased, Exposure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'LBrace x
'
I CI)2x4 'L' Brace )(
(2) 2x4 'L' Brace •
(1) 2x6 It Brace w
(2) 2x6 'L' Brace x'
Group A
Group B
Group A
Group 17
Group A
Group B
Group A
Group B
Group A
Group B
#I / #2.
3' B.
6' 3'
6' 6'.
7' 5'
7. 8'
8' 9'
9' 2'
11' 7'
12, 0'
13, 9'
14' 0'
U
S P F
#3
3' 6•
S' S'
Y 9'
7' 2'
7' 7'
8' 8'
9' l•
It' 3'
it, it- .
'13' 7'
14' 0'
F
Stud
3' 6'
S' 4'
S' 8'
7. 2'
7' 7'
8. 8'
9' 1'
ll' 2'
11' II'
IT 7'
14' 0'
o
H
Stontlard
3' 6•
4' 7'
4' 111
6' 2'
6' 7-
8' 4'
8' it,
9' 8'
10' 4'
13' V
14' 0'
#1
3' to-
6' 4'
6' 7'
7' 6'
7' 9'
8' ll'
9' 3' -
ll' 9'
12, 2'
13' It-
14' 0'
J
a
S P
#2
3' 8•
6' V
6' 6'
7' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0•
13' 9•
14' 0'
03
3' 7'
4' 10•
5' 2-
6. 5'
S. ll•
8' 9'
9. 1'
10, 1'
10, to-
13' 8'
14' 0'
d
N
D F L
Stud
1 3' 7'
4' l0'
5' 2-
6. 5'
6' 11'
B' 9'-
- 9' V
10' V
10' to- -
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9•
8' 3'
e• 11'
9' 7'
12, 2'
13' 0'
U
#1 / #2
4' 2'
7' 2-
7' 5-
8' 5'
e' 9'
10, 1'
10' 6•
13' 3'
!3' 9-
14' 0'
14' 0'
S P F
93
4' 0'
6' 7'
7' S'
8' 4'
8' e•
9' 11'
10' 4'
IT V
13' 7-
14. 0'
14' 0'
U
Stud
4. 0'
6' 7'
7' 0'
8' 4'
8'. e'
9' 11'
10' 4'
13, 1'
13' 7-
14' 0'
14' 0'
O
HF
1 I
Standard
4' 0'
S' e'
6' 0'
7' 6-
8' 0'
9" 11'
10' 4'
ll' 10'
12' B.
14' 0'
14' 0'
#L
4' 5'
7' 3'
7' 6'
W 7'
e' 11'
to, 2'
10' 7'
ID, S,
'13, IV
14' 0'
/
S P
#2
4' 2'
7' 2'
7' Y
8' 5'
B' 9'
10, t'
ID' 6'
13' 3'
13, 9'
14' 0•
14' 0'
#3
4' V
5. 111
6' 4•
'7' It'
8' S•
70' 0•
10' 5'
12' 5'
13, 3'
14' V
14' 0'
01
D F'L
Stud
4. V
s' 111
6' 4'
7' It'
8' 5'
10, 01
to' 5'
12. 5'
13, 3'
14' 0'
14' 0'
-'
Standard
4' 0'
51 ,
- S' 7'
T 0'
7' 6'
9' S. .
'10, 2•
ll' 0'
11' 9'
14' 0'
14' 0'
#1 / #2
4' B'
T 111
8' 2•
9' 4-
9' e'
10, 1'
ll' 6'
14' 0'
14' 8'
14' 0'
14' 0'
d
S P F
#3
4' S'
T 7'
B. 1.
9' 2'
9' 6'
10, 111
11' 5'
14. 0'
14. 0•
14' 0'
14' 0'
L7
u
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6•
10, IV
11. 5-
14' 0'
14' 0'
14' 0' .
14 0'
O
H F
Standard
4' S'
6' 6'
6' 11'
8' 8'
9' 3'
10, I1'
11. 5'
13' 7'
14' 0'
14' 0'
14' 0'-
x
#1
4. 10'
8' 0'
8' 3'
9' S•
9. 9•
11'
It' 2'
11. 8'
14. 0'
14' 0•
14' 8'
14. 0'
14'
d
S P
#2
4. 8'
]' II'
8' 2'
9' 4'
9' 8'
1'
11'- G.
14' 0'
14' 0'
14' 0'
0'
#3
4. 6•
6' d0'
7. 3'
9' V
9' 7•
11' 0'
11' 6'
14. 0'
14' 0'
(lJ
D F L
Stud
4. 6'
6' l0'
T 3'
9' 1'
9' 7•
0'
11' b•
4' 0'
14' 0'
4' 0'
14'
Standard
4' 5'
6. 1'
6, 5-
8' t•
8' 7'
10, Ill
it, 5'
12. B'
13' 7'
14. 0'
0'
Atiout'L
.able Truss
Dhgonol brace option,
T
vertleal (crash may be
doubled .hen diagonal
IB•
)K
brace Is used. Can."
L
(B.#arwl brace far 690#
'V
tl
at v.ch and. Max web
Br ce
wtal length Is 14',
3K31
2x6 BF-L 02 or
better dogerm(
T
t
Vertical length shown
brace, single
e,
)K
in table above.
double cut
<5'
Lo
(as sho.n) at
L
I
upper and.
AN ITNCAMPAW the .M. o�n fa- so a tie tw.e`1i am
hseal.otlr . ara..V of tnawr
a s.N m W traKp > rnr.r po> I dsa1T PO, Ca M1v
.rgwe.rbe nrym[tllty saINY far Me n.n
I.MQ1y,M0 Nina for' airy. eti'u Fort o a+e rmamban . to Ne . 9.
E.M CTY. Ma fi9Mg far mn hfarwtbn i. tNe pb'v geed
41fam ....land<.m., mu wi..whfeara. saz
OF
Bracing. Group Species and Grades.
Group AI
S race -Pine -Fir Hen -Fir
01 / ae Namaland IW2 Stud
e3 1 Stud a3 Stontlord
Boa las 31r-Larch SavtherMaMe.e.
Stud IStud
SmMard Btn
Group B.
Nen-Fir
al 6 Btr
a
a
D. s Fir -Larch Southern Pin....al pf
02 a2
1.4 graces shall be SRB (Stress -Rated Board).
vror lx4 So. PWe use onty Industrial'55 on
Industrlat 45 Stress-R.tedBoards. Group B
.valves may be used Nth theca Anodes.
Gable Truss ➢etall Notes,
VIM Laad deflection criterion is L/241
Pm.Vde wu" connections for IDS If over
cant,a,o..s bearbp (5 p.f TC Dead Loam.
Gable eM supports load fran 4' B• outlo.kers
dth 2' a' .,h." or M. pty.00d overhang
Attach It' braces with Ad WA28•A& mW rafts.
31E For (D 'L' brace. spot¢ mils at 2' o.c.
In W- and zones and 4' o.c bebean. sane..
)K)KFae (a) 4.• braces, space malts at 3• oc
In Ili• end zones and 6• ..c. lost ... n zones.
'L' br.Bng must be . r1ml. of 807. of eeb
member length.
Gable Vertical Plate Sizes
Ver<Ical Len nth
No Spike
Less tlgn 4' 0• 2Y4
Greater than 4' 0', Iwt l%4
less I IY 0•
t Refer to common truss design for
peak, splice, end heel plates.
Refer to the Builmng Designer for condition.
not .ddr..a,d by t1h. oetaK.
REF ASCE7-l0-CABI6030
➢ATE 10/01/14
DRWG A16030ENC101014
TOT. LD, 60 PSF
SPACING 24.0'
a
Gable Detail
For Let -In Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace Is 90% of member length.
No 'L' or 'T'
)race required
In lleu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
Renee
Mem1
Ga
Tr
Gable vertical length
greater than 48' 'L'
or 'T' brace required
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Examplem 2'`1
2X4 r2X
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nalls
10d Common (0.148'x 3.',mh) Nails at 4' O.C. plus
(4) halls In the top and bottom chords.
Toenalled Nalls
Laid Common (0,148'x3',min) Toenails at 4' o.c. plus
CO toenolls 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 DOW Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, AlID3005I014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
AIISISENC101014, A12015ENCI01014, A14015ENC101014, A16015ENCICIDI4,
A18015ENC101014, A28015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A1203CENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030EN➢101014, A20030PE➢ID1014
See appropriate Alpine gable deta0 for maximum unreinforced gable vertical
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T- Reinforcing
Member Moller
Toe.na0 - Or - End -null
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detaID.
Maximum allowable 'T' reinforced gable vertical
Length is 14' from top to bottom chord
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
deb Length Increase w/ 'T' Brace
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30 7,
2x6
20 Y.
Example)
ASCE 7-10 Vlnd Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP ®3
'T' Reinforcing Member Size - 2x4
'T' Brace Increase (From Above) = 30Y.. - 1.30
(1) 2.4 'L' Brace Length - 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30x 8'7'=11'2'
nIIII��
d I�PO u V l�
vARrmzae RFA11 MO FRLGV w.L Iw116d ON T IVAvnzu
mmrwTA FUINISM Ms MWM TO ALL gNTZMaois INCUU1gfL Tie: B.STdLLFRt
Twee negtre extreme care h fahrhathy hedlh , expgny hstalwe and brocha Refer to oM
rWM tW lab.t g of CSt aWdhp leg M Sal" WM matW, by TPI ell SBC0 for canny
emac : Wdbr W R' T'Pftc 1= NCegw. `p=y... lima RroYNe SenRara G Fer 3=
d....et.e OecnYgw.w.,utpd or,bryugyhpe... cr W. atmaed pwn.0 .1.1 oe`�mtte.ar .b.
aPwtlrl6 Ord ppooaaltbm) a[ [IN n afSl eect6e 83 .bbir Z0, wick mtetlARRly .i..tto . h fen.
mvenII�^II\\
Refer to dnwhpe 16ahi Po- etando-tl pab potlSbnA M
„ w,
oJg`ya'M+' n>''
t �' ee"d""i14'+0
.�
S t e0 W1183 iffy
-eF � H�o
ZE9�t eBTME aF IW
t&112�
REF LET -IN VERT
DATE 10/01/14
DRWG G13LLETIN1014
AN ITW COMPANY
1)1&9LeXefion10dn
EeM Ory,MO6YA5
Mph., . dp le) e1 nv Pul ftebo tmpmente a Z . tall rot b rwpm . fm en ee 1a from
the tra.6q. amry faun to h the true h mi ormrce w1h ua K L or rem handta, xkedmp.
hstn"m a br.[Ip of tm..s...
w�Aaeweerleeanrew�dsed �WS4� or . eeeha tNw d .ha, h law aoa % e ar prpre.dxel
f: ete.eeww b they e))owa Tie adtadnv drp un a time dvwy
ST 1otl•mp.1. w;
for more Iwhuxa. n 1. the to Rental mimes amp three nb dtM�
arlxa weAalptr4kw.wn. Tfp_wwe.spWtorp) sBgv mAbc�i,'nrye,y Icp nwYcsbfeero
,y�tlNAn,y
x
„"
�•�~- tea" • "•
v
MAX, TOT. LD, 60 PSF
DUR. FAC. ANY
MAX. SPACING 24.0'
W4X4, Hip Frame Details Hip Frame
B
Min. —� �—
Common
24' — Tr
Typ,
.
es
yp
Typ_�`
Stepped. Hip
�2x4 Purlins System Trusses
2x4 Chords
\ / Setback n cWmplp
#1 Hip
/X ched and Sheathed
ord Area
__ Framex
______________________________________________________ _ /� B Bottom Chord
\ W3X4, Min. o- Attach hip frame to flat chords of stepped hips
at nil overlapping points with (2) 0.131'x3.5' nails
W3X4, Min. r Hip Frame, 'R' Bottom chord of 'hip frame to be attached to
#1 hip with 0.131'x3.5' nails 2 6' o.c, maximum spacing.
Hip Frame
Hap frame stops at plumb cut of Section .-B — B i%II 1
tacks to maintain Itch continuit
J p 1.
YE Hip frame lumber Is SPF, So. Pine, HF,
or DFL Standard, Stud grade, or better.
See Engineer's sealed design for setback,
lumber, plating, loading, and duration factor required.
'R' Hip frame chords may be trimmed up to 2' to fit,
purlins must be intact and properly attached.
Use this detail fora
ASCE 7-10, 180 mph, 30' Mean Hgt, .Partially Enclosed, Exp C, or
ASCE 7-10, 160 mph, 30'. Mean Hgt, Partially Enclosed, Exp D, or
ASCE 7-05, 140 mph, 30' Mean Hgt; Partially Enclosed, Cat II, Exp C, or
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C,
Residential, Wind TC DL=4.2 psf, Kzt=1,00
IB]BBlahM1mlDTo
EaM Gy.M06'B15
L
/ Setback s— Stepped s -i
System Trusses
Frame. - provided by truss manufacturer.
frame is designed to provide bracing for flat top
-cis of hip frame system where Indicated. Flat top
^ds of stepped hip system must be So. Pine lumber,
act -9,; ,nnels must be properly attached directly
OF
REF HIP FRAME
DATE 10/O1/14
DRWG HIPFRI8010.
, 7 .
Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1M
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP II or SPF #1/#2 or better.
Webs 2x4 SP 03, SPF #1/#2, DF-L. #2 or better.
xx Attach each valley to every supporting truss with,
(2) 16d box (0,135' x 3,5') nails toe-nalled for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC 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.
All plates' shown are ITW BCG Wave Plates.
Unless specified otherwise on engineer's sealed design, for vertical
volley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with IOd 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.
Tap chard of truss beneath valley set must be braced witht
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
PurUns at 24' o.c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
www Note that the purlin spacing for bracing the top chord of the truss
beneath the valley Is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-d'.
2X4 4X4
12 3X4 Valle
12 Max. r— Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley ❑ptional Hip
� B-0-0 max Bottom Chord Bottom Chord End Detail. Joint Detail
Toe -naked Valley Il
I I I I I I. 11 I I I fi nLU ILL ind.
Qv G\r9i
S4a
Supporting trusses at 24' o.c. maximum spacing.
Partial Framing
Plan
ovuamm Run wo rnLw ru" iolEs a ras neLvva
vLuawtt rvmtw ras wvm m Lu nwrvxrvbs nrw Rn tse atrraLra
MMww� R•P•e k dN
`" I- IV1090
``" \ fIf
TC LL 30
30
40PSF
REF VALLEY DETAIL
i nRJr• t,•n epr• F.. iab,rwtbp. [Np[NR Mat pM teK
rwa <h• � a t •�n+kn r aen <asmro em,pap < s f :y Gtf aw�"$r rn pm aea fW mr er
y�G fY:4�'�t ✓.�,
C DL 20
15
7 PSF
DATE 10/01/2014
DRWG V AL160101014
tka pwx < pxf aMR tM Iunc4 4mt 4 MR prcNM twr.ro yr &LL
Pin.: Maa w:�.,.. by dwa MGt M e.aK.+r n epe u.,c<i.d sko7w�p°'°e."8 me<p„ w.e
�¢,�"
ES. DL t0
10
IO PSF
[Mil M pMpertY tt We qp WR L tbn M— r q t InM.hl -.ht pr b
[M¢ M kra WtW tl p• BW cWn[ 4l B]. X0. hl• bNpY Wt•. tp ecN f
twPb
d
,
G LL 0
0
0 PSF
55
/JI aW mMPJ11ff
W l6G Z M tte W. M.<bv.
.4
.uPt., . a.wo- .r mP wayq eoww.t• v..p Ge •Mn an a „[Parent. Yo- •q
tM Jr••LV, ^^Y raLv fo lvld tH bvu h, cnlvworce •IN /NSVLPl 4 x fe' MwuC. [MWp.
i .Q ATE OF
TOT. L➢. 60
-.
57PSF
L Kpl OI WL Oro�O 01' CP'•I' NN W Vg tt6 a ffio . MOfK 06IptV2t pr pK.iKf41W
.awy ro- yr sLga dwn iM [rltannr ad � of tw arcttp
i ,,'
'., � �� Q QA �iURFAa
l
125/1.33
1.15
1.15
rues laalmm orare.
r"°"vy'6.9,.ry�r'°': a <i...ppe�nei =r w were wnv.• p•• uavrvl l s
.t' R t4r
SPACING
24.0'
Eannal,y. M06A46
fo- Na.. h4o- m iPGL•• two at e•Mrd ww n• am w[ edam
="b
MPINa r.ra<gtpr ic[aSBCM v.tE�wu•<ryary, •nknerexp
v.alohtttwcan�
.,F
'Q,st�l G`h��P�
Piggyback Detail ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 nph Vlnd, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bltl6, located anywhere A roof, Erp C, Wind DL= 50 psf (Nn). Kzt=LO.
Or 140 nph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5,0 psf WN, Kzt=1.0.
Notes Top .chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The bustling Engineer .of Record shall
provide dlagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' mc, detall. Is not. appllcable If cap supports additional loads such as cupola, steeple, chimney or drag strut mods.
xx Refer to En Ineer's sealed truss design drawing for piggyback and base truss s eclflcations.
Detail A I Purlin Spacing = 24' o.c, or less Piggyback cap truss slant nosed to all top chord
12 purllnbracing with (2) 16d box nose (0.135'x35')
U t0 12 I I I I (1 side secure at,
chord with 2x4 h grade scab
p y each end) attached with 4'
2 rows of lOtl box nails (0:128'x3') at 4' o.c.
1—Top Chord Scab. (Typical Each End) Flat top Chord purlins required at both
ends and at 24' max me. spacing In between.
Detail B ' Purlin Spacing > 2'4' o,c,
Piggyback cup truss slant nailed to all tap chord purlln
chard with (2) 36tl box mass (0.13ide only
and secure top
chord with 2x4 0rows of scab (1 sale only ' each end)
attached with 2 rows of IOtl box mass (Od28'x39 at 4' o.c.
Attach purlln bracing to the flat top chord
12 using a minimum of (2) I6d box moss (0.135'x3.5%
Up to 12 F, 11 11 \\
Top Chord Scab (Typcal Each End)
Motel If purlins
AN OW COMPANY
+woe LeAetonlD'he
Eawh airy. MO M5
I I e+' o.c nax
Flat top chord purlins required at
both ends, purlln spacing > 24' o.c.
specified on the flat top of the base
at 24' me. max.. and use Detall A
bM W Wae(N eanwioe,nNw MM (RNSI/iPl b. Lwar1b1fa
3 .isioo
ATE0OFRfDP t4.C�� `0 SPf
' /III111111111M1 '
Attach purlln bracing to the flat top chord
using (2) 16d box malls (0.135'x3.5').
The top chard 03 grade 2x4 scab nay be replaced
with either of the followln,' (1) 3X8 Trulox
plate attached with (8) 0.120'x1.375' nose, (4)
into cap TC N (4) Into base. truss TC or (P 28PB
wave' piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'x1.375' nails. Note, Nulling thru holes of
wave plate Is acceptable.
w 1. adtlltl.m, provide connection
with one of the following methadsi
Trulax
Use 3Xe Truloi plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face 2 8' me. with al)
0120'xL375' nails Into cap bottom chard and (4)
in base truss top chord. Trulox plates my be
staggered 4' me. front to back faces.
APA Rated Gusset
8'x8'x7/16' (nW APA rated sheathing9 g9ussets
(each Poce). Attach a 8' me. with (B), 6d comma.
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) in base truss top chord. Gussets
nay be staggered 4' me. front to back Faces.
2x4 Vertical Scabs
2z4 SPF 02, full chord depth scabs (each face),
Attach 2 8' as with CO told box nays (0.128'x34
Fer scab, (3) in cap bottomchord and (3) In
base truss Up chord. Scabs may be staggered
4' me. front. to back faces.
28PB Vave. Plaavbock .Plate
QOne 28PB wavvUeeC pigqgyback platetoeach face
fabricatlon. tac4he o supporgtmgctrusstwithof
(4) 0.120'xL375' nails per face per pl .
Piggyback plates nay be staggered 4� me. front
to back faces.
4
l
CLR Reinforcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified an a truss design but an alternative web
reinforcement method is desired.
Notes:
This detail Is only applicable for changing the specified. CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement 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 Reinforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf.
20 or 2x4
1 row
2x4
1-.2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4010
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6W
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
M Center scab on wide face of web. Apply 0) scab to each
faceof web,
AN(rWIpMRANy iwi.`ae
wmne.
•.w
'Uw trio! a foe fma
T-Reinforcement
or
L-Reinforcernentl
Apply to either side of web narrow face.
Attach with 10d (0.126'x3.0',min) nails
at 6' o.c. Reinforcing member Is
a minimum 80% of web
member length.
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face,
Attach with 10d (0.128'x3.0',mIN nails
at 6' o.c, Reinforcing member Is a
minimum 80% of web member length,
T-Reinf.or
L-Reinf.
Scab
tlafaams .pvJ�L MqR'%•, TC LL PSF REF CLR Subst.
,..w. Re., 1. am f.ty m fan TG DL PSF DATE 10/01/14
s&MF>p ro
4 gaeM mtto.a �,\GErys� C DL PSF DRWG BRCLBSUB1014
C LL PSF
i�+uf:.+w�narrO"Z.p• A fibP OT. LD. PSF
Cracked or Broker) Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a. truss with broken chord Member forces may be increased for Duration of Load
or web member.'
This design Is valid onlyy for single ply trusses with 2x4 or
2x6 broken members. No more than one breakper 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 detalt.
(W = Damaged area, 12' max length of damaged section
CU = 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 length(s) C (U + (B)
Scab member length (S) must be, within the broken. panel,
Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered.
Nall Into 2x6 members using three (3). rows at 4' c.c., rows staggered.
Nail. using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permittedlumber rode for use with this
detalt is limited to Visual. grade #1 and MSR grade 1650f.
This repair detail may be` used for brokenconnector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area
Broken chord may not support any tie-in. loads.
s
L 4' o tTypic
+ O + O : \ + 'O + O
O + O + 0 + 0 +
11
—I 2' --
Stagger
+ = Back Face tool Box (0,128' x 3:', min) Nails-
0 = Front Face 2x6 '.Member - TDrlpleeRowW StaggereE
Nail Spa
- prreve:
�L�11i1e%v
^O wuv
d
AN OWCOMPANY w :
A ,.
+]dB9 teke4aMonva Yaw
R EeNI G1Y. MO6211C.5
!no De"tait
vV@ MT- dR�•Al D
F Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L I
SYP
Web Only
2x4
12,
620#
635#
730#
800#
Web Only
2x4
18,
975#
1055#
1295#
1415#
Web or Chord
2x4
24'
9751t
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30Y
1910#
1960#
1 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#
1 5280#
1 6095#
6660#
"S tlUV
RYl mm M M;TAufAS.
H"Um
L N.t...
�B
s
B
l
`GEMS rya,�y- REF MEMBER REP,
V yy�.F r DATE I0/01/14
1 1DRWG REPCHRD1014
�n\7ATE`OFF
t
THIS DETAIL APPLIES TO ANY (PITCH, ANY SPAN ANY TOP CHORD
LOADING AND, ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX: CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FO ,
1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME <NOT PARTITIOF
2. INTERIOR BEARINGS AT ANY LOCATION. ON THE TRUSS,
3: LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
- - 4. DRAG LOADS CONNECTED TO THE FALSE FRAME,
5. TOP CHORD APPLIED FALSE FRAMES.
6.LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
7. VERTICALS SPACED APART MORE THAN PANEL POINTS(IF>4'-0').
0( 8. FALSE FRAMES ON CANTILEVER SECTIONS OF ATRUSS.
I4' 0• UC MqK LENGTH TDTRIM ILLER
I EXISTING FILLER I
OR STUD (900f FOR MSR) MATERIAL FOR
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 UPTO24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
IS
OF
Y TO THE FALSE
Goa`
ta�a9lau�,.aoi oa.e
EatlM1 Gy,MO 89096
ALLY REQUIRED ON THE STRUCTURAL BOTTOM
USS. SINCE MANY FACTORS AFFECT THE
S, SUCH AS LUMBER SIZE AND GRADE, WIND
ETC, IT IS NOT POSSIBLE TO DEVELOP A
EPT TO SAY THAT IN NO CASE MAY THE
FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
DESIGNS TO DETERMINE THE REQUIRED BRACING
IM CHORD (MAY BE INDICATED AS BOTTOM CHORD
SHOULD ALSO BE APPLIED TO THE FALSE FRAME
:RE IS NO SHEATHING MATERIAL APPLIED'
:AME CHORD, BRACING MATERIALS AND THEIR
RESPONSIBILITY OF THE BUILDING DESIGNER
.'n
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, A2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION; OR AN
ALPINE WAVE Sky MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
I FIELD APPLIED F
- PLACE FALSEFRAME 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 T6 ALTERNATING FACES OF THE TRUSS WITH (3) IOd BOX
(0d28'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOCK:
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS (0.113x2.5') 2 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') x1.375' 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) IOd BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
W
rer a„ arNswn rro. `/SfATF QF.
ne.w.Iry. •wc�.a A
BC FILL[
10/01/14
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30,00 ft mean hgt, located anywhere In roof, 30.00 ft mean hgt, located anywhere In roof,
wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1,00. 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 (m).
NOTE, #2 is the minimum lumber grade allowed for all species.
NOTE, Add 210# uplift (max.) to reported truss uplift for wall connections.
AN IIWCOMMNY jth ,j .i,. .%n vefii:. so en8w waa N
wtmuuw. n.oc„y e,wena
• aer we ma.x�o s mw. uersy
..e•+.r�w�e.��wnr+muH .anr:°'taw`
115ee LaMerwi Dove fO'
cvm cN'.mo utsas urrt¢p...�..bs�i. J�.b
12
2 TO 12�
3L
L
�: ru<. W .vW...�. .
Ifft AK rm 1. r f>
"C.V" - '+% TOTAL TOP CHORD
LOAD EXXCO4T EED0PSF
No `l ,* (DEAD PLUS LIVE)
S AT OF
c P W¢;
40R10�C t DUR. FAC, 1.15/1.25
+ st�NA.��a`°��` SPACING 24'
O1 12 {Z) 16d TOE NAILS
VARIES. OPTIONAL SCISSORS BOTTOM CORD
(2) 16d TOE. NAILS
TYPICAL END JACK (EJ)
N.T.S.
EJ
eveled Jack BJ) " x
(BJ)
'm w
v �
CONNECTION DETAIL
(BJ)
(2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
J� 2X4 SYP Nailer 16" Long
e'-0• MAX. Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N,T.S.
1
VARIES
(4) 16d NAILS
See Connection :Detail
12
VARIES
NAILS
(C
See. Connection Detail
Connection
OPTIONAL
WEB CONFIGURATION
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 CORNS#j
SET INSTALLATION
L1aa�'���
fy �i
TYPICAL LJ,4DING
(P,S.F.)
�a tia NS
P ••�GE•,.F s
`
rat: sx
.
TOP LEE LOAD:•
20 220 '
,^•4 O .•
N
MANUEL MARTI.NEZ, P.E.
TOP DEAD dADk
BOTTOM DEAD LOAD:
15 7
10 10.'�
'A'
y�,'>-Z
FLORIDA REGISTERED ENGINEER
TOTAL:
STRESS
45 3z
INC. 1.25 1.25
-� �a�
LICENSE # PE 47182
WIND DESIGN:
ASCE T- n
160 MPH. PER
24° D.C.
9 STATE OF 411
G C)
•"WARNING•• Read @ F
flow all notes on this drawing.
i��S O R 10
Furnish this drawing fa all
ontractan Including the installers.
✓ads SlO.n�n1 �ia`,��