HomeMy WebLinkAboutTRUSS 4-22-19T. .Y
RANEY COMPONENTS
71ey 19900 Independence Blvd.
Groveland, FI 34736
omponents, EECIt one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Job Information:
Address:
,stomerName:
Creekside Lot B�%
DR Horton
8748 Cobblestone Dr u
at hauvid
scription:
M41
4�HB Hayden-2605 "H" OL
City, State, Zip: L
Fort Pierce, FL
)Cover Sheet
Order #
JOB # 36CS00047
Printed: Thu, Apr 18 2019
FOR Name and License Number:
Floor Loads:
Ralot Loads:
TC uve: TC Dead:
BC Llve:
BC Dead:
TC Live: TC Dead: BC Live:
BC Dead:
' 20
7
0
10
40
10
0
5
B/Code:
Wind Std:
Wind Speed:
Bldg. Useage: Building Type: Wind Type:
,
FqC 2017 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C w/M
Pa 'es or sheets covered by this seal from: 1 thru 35 Total 35
11I# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
A2
3
A3
4
A4
5 A5
6
A7
7
A6
8
ABG
9 A9G
10
B1
11
B2G
12
L1
3 L2G
14
MEG
15
MG1
16
MV1
7 MV2
18
ER
19
EJ72
20
EJ6E
'1 EJ3
22
EGE
23
CJ5
24
GJ52
5 CJ5E
26
CJ5A
27
CJ3
28
CJ3E
'9 CJ32
30
CJ3A
31
cJi
32
CJ1E
;3 HJ7
34
HJ6E
35
HJ3
n uel Digitally signed by
Manuel Martinez
'\;ate.:.2019.04.22
rt i n e 11:14:45-04'00'
400165 OF 1B 6E IE 10899A 911F.BD8955 F7
1p4, drawing ➢a1 ➢eea elernoa[[alip 51W am sealtd 4
Marael'MaWae�, PP.; (FL a M81) M the dWe Otom
b➢ev<win, 11 St1A•lbamemitm wde.
Pam,d'.0.' m th6 d.—M. ati; aot,(nllriderM sign<A
and sealed and the S1/R.1 aNCeat1_iatloa ,mde,mnst De
—i6d on.aMr ekGmnle ioplo. '
Page 1 of 1
7' ?
SEQN: 684181 / T2 / HIPS Ply: 1 Job Number: 36CS00047
FROM: GLM Qty: 1 4EHB Hayden-2605 "H"'OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt: 226.8 Ibs, Truss Label: �A1 / ... 04/18/2019
77"11 14"2 I '3"4 r 2412
21 459141_ 31'5"13 3918"
77"11 682
3852 3118 32 67"15 77°11
n
==4X6
33 �
-5X6
1112X4 -4X6 =3X4 =3X4 -3X8 =3X4 -4X6 1112X4
SEAT PLATE REQ.
1' T5'15 1
7'5"15 12'
2610 38"10
14'6"1 18'3'4
39V
2'ti"12 3-10"6 2'6"10
21'3" 25'1 "6 278"
SEAT PLATE�REQ.
4'6"1 T5"15 1'
32'2"1 39'8"
Loading Critoria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.207 Q 999 240
Loc R+ / R- / Rh / Rw / U / RL
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.385 Q 999 180
B 1550 /- /- /866 1786 /304
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.079 M - -
K 1550 /- /- /866 /786 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ L
R ): 0.148 M - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 22.09 ft
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 f
Bldg Code: FBC 2017 RES
Max TO CSI: 0.556
K Br Width = 8.0 Min Re 1.8
g q =
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.602
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
'
Max Web CSI: 0.817
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0 G - H 1W5 -2092
Lumber
B - C 1949 -3186 H -1 1646 -2495
Top chord 2x4 SP #1
D - E 1647 -2496 J K 1950 -33186
Bot chord 2x4 SP #1
E - F 1513 -2102 K - L 23 0
Webs 2x4 SP #3
F - G 1432 -1893
Wind
Member design based on both MW FRS and C&C.
**WARNING- READ ANC
"IMPORTANT" FURNISH THIS DRA'
require extreme care in fabricating, handlinc
lent Safety Information, by TPI end SBCA) fi
�er BGSI. Unless noted otherv(nse,top chord
ri❑id ceiling. Locations shown for nermanei
cable. AppiT plates'to each face of truss an
is 160A-Z fo scan and plate positions... ,
a division of ITW Buildin. Components'Grou.
Maximum Bot Chord Forces Per Ply i(lbs)
Chords Tens.Comp. Chords Tens. Comp
B - T
2876 -1654
P - O
2226 -1249
T - S
2872 -1654
O - N
2872 -1681
S - R
2872 -1654
N - M
2872 -1681
R - Q
2226 -1222
M - K
2876 -1681
Q - P
1889 - 976
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T - C
294 -15
P - G
1 642 - 448
C - R
486 - 693
P - H
1 513 - 682
R - E
450 - 210
H - O
1 448 -207
E-Q
516 -68B
O-J
487 -694
F - Q
645 - 449
J - M
294 -17
F - P
193 -186
COQI"OF .106ESE10899A 911f,81)8955 Fa '
ibk:&41*9 bas been;electroal[Mr S19aed. eaa'sealtd,b9
Manaermarupey M (FL a tam as tfie date h6wh �
' bb"t< asoti i SHA•SbuNcadcari"n ,nae.
'V hn,.4 i%Op,4
'and sealed ®A_tai`511pd anthep7iat7oa rude miat`De
�vuMxdon aab ekcuoofs iopks.
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
pin ,installing and brac'n .Ref r to and follow the Ia es
editi �aoB
f CSIilding}tyachcesriortopo�mingsfuncions. Installersshavide te/npora� u,leyhavproperly attached structural sheathin and bottom c or l� have a proppr rastraintofebsshall hav brainginsalled per BCSI sectis B3, B7 or B10v;n vuenrs, ut!on asshown above and on to Joinc Detailsnessnoted otrwise. iiefer to 1'
failure to build the
ip or cover pagQ '
K' The pul ae ility
684175 / T8 / HIPS Ply:1 Job Number: 36CS00047
GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHI3 Hayden-2605 "H" OL DRW:
Wgt: 226.8 Ibs Truss Label: A2 .. / ... 04/18/2019
T7"12 "3 14'10"2 iT 22'8" 24'9"1�1 31'S"13 2' "4 39'8"
r• 77"12 67"15 +2'1"14 5'8" T2'1"14t 6'7"15 T7"12
=4X6
a5X8 --5X6
F G
1112X4 =H0308 =3X4 =3X4 =3X8 =3X4 =40308 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8°
1' T6" 4'6" 2'6"10 2'S"6 56"4 27"2 2'6"10 4'6" 7'6" 1'
7'6" 12' 14'6°1 17' 22'6"4 25'1"6 2T8" 32'2" 39'8"
Loacld' g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF7
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL•fflii1 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Gravity Non -Gravity
TCDL ,I 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.221 Q 999 240
Lee R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.401 Q 999 180
B 1598 /- /- /872 /787 /286
BCDL 10.00
Risk Category:11
Snow Duration: NA
HORZ(LL): 0.084 M - -
K 1592 /- /- /872 /787 !-
Des Ld'[ 37.00
EXP. C Kzt. NA
HORZ TL 0.153 M
( )=
Wind reactions based on MWFRS
NCBC ,L: 10.00
Mean Height: 21.83 ft
Code / Misc Criteria
Creep Factor: 2.0
P
B Brg Width = 8.0 Min Req = 1.9
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.571
K Brg Width = 8.0 Min Req = 1.9
11
Load puration: 1.25
'
BCDL: 5.0 sf
P
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.607
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Re Fac: Yes
p
Max Web CSI: 0.817
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20 0 /10 0
() ()
Mfg Specified Camber:
g p
T
Chords Tens.Comp. Chords Tens. Comp.
II
GCp!: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.02A208.15
A - B 23 0 G - H 1617 -2320
Lumbe
B - C 1978 -3307 H - 1 1679 -2600
Top chord 2x4 SP #1
D - E 1679 -261155 J K 1978 -3292
Bet chq{d 2x4 SP #1
E - F 1627 -2350 K - L 23 0
Webs 2x4 SP #311
F - G 1519 -2121
(a) Continuous lateral restraint equally spaced on
membeOr 1 x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oq�
Truss p`dssed check for 20 psf additional bottom
chord ling load in areas with 42"-high x 24"-wide
Wind
based on both MWFRS and C&C.
40010 OF 10 GE1E 10999A 911F.111)8955 F7.
a Thlydmwing bat been'elecLtaal[a1M,slgaed'. d seakd'by
Maimel Hnrtieia'VE.(n-111 3 82) N Oie dase`waw
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - T
2987 -1689
P - O
2324 -1277
T - S
2983 -1688
O - N
2970 -1715
S - R
2983 -1688
N - M
2970 -1715
R - Q
2338 -1251
M - K
2974 -1715
Q - P
2134 -1085
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
T - C
296 -16
P - G
696
- 430
C - R
486 - 695
P - H
491
- 609
R - E
413 - 207
H - O
412
-206
E - Q
494 - 606
O - J
487
- 695
F - Q
728 - 469
J - M
296
-17
F-P
193 -189
*1-* osu,g d. s(ta-l-wNnukeU°n twk.
,(gimeA:'rgdec-of,tM1is denanmt a,enorlf skercd.signN
W and- sealed and'.tbe 4W! -Vt l (ailoa [ode "o n'.be
vaified ona�ekpionic soules: '
•`WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
rIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling hipping, installing and bracing. Refer to and fgllow the latest ec�itign of BCSI Building
Component Safety Information, by TPI an
SBCA) fors fety �ractices prior to perfo ming these f nctlons. Installer snag r vide to porary / cruet'
bracing pet, BCSI.. Unless noted oytherwlse,top chord shad have properly attached structural sheatf ing and bottom c�iord shall have a propperly ✓
attach Uri id ce!Im . Locations shown for ermanent latgral restraint of webs shall hav bracing mst lied per BCSI secti ns B3, B7 or B70, o;n �nrrents,
�s applicable. App�y plats to ach face o�truss and position as shown above and on the Joint Dotal s, unless noted ot�ienxise. Ptefer to /
rawmgs 16OA-Z for an and plate positions.
Alpin% a division of ITW Bi�iiddin�ggCCompon nt Grop(2p In . shall not be reppponsible for any deviation from this drawinq,an failure to build the
ttruss in coojiformance with AN$UTPI 1, or forianUllnp strip In installation and bracin of trusses. A seal on thi rTrawin9 or cover pa9e -
listing thf$ drawing, Indicates acceptance If prbiessional engineering regonoibility solely f r the design shown. The suitability
and use pf this r7rawing for any structure is me responsibility of the euildlilg Designer per At�SI/TPI 1 Sec.2.
SEQN: 6841771 T7 / HIPS Ply: 1 Job Number: 36CS00047
FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 207.2 Ibs Truss Label: A3 / ... 04/18/2019
T7"it $'?r"3 15' } 19'10" 24'8" 31'513 �2'p"5 39'8°
T7"11 �g 6'9"13 4'10" 4'10" 6'9"13 7711
va5X8 1112X4 =5X8
E F G
T
m
in
s(A2)1
1112X4 =4X6=3X4 E3X8 =3X4-4X6 1112X4
SEAT PLATE REG. SEAT PLATE REO.
39'8"
T5"15 6'6"1 4'10" 4'10" 1' 6'6"1 T5"15 i�
15 14' 15 19'10" '24'8" 25' " 32'2"1 398"
Loading Criteria (pst)
Wind Criteria
Snow Criteria (Pg,Pt in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection ir' loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.211 F 999 240
Loc R+ / R- / Rh
/ Rw
/ U' / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.393 F 999 180
B 1550 /- /
/878
/788 /256
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.081 L - -
J 1550 / /
/878
/788 /-
I Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.150 L - -
Wind reactions based on
MWFRS
'
NCBCLL: 10.00
Mean Height: 21.41 ft
g
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.580
J Br Width = 8.0
g
Min Re 1.8
q
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to It
TPI Std: 2014
Max BC CSI: 0.620
Bearings B & J are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.404
Bearings B & J require a
seat plate.
Loc. from endwall: not In 9.00 it
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver:17.02.02.1208.15
A - B 23 0
F - G
1690 -2320
Lumber
B - C 2018 -3189
G - H
1679 -2465
C - D 1655 -2477
H -1
1655 -2477
Top chord 2x4 SP #1
D - E 1679 -2465
1-1
2017 -3189
Bop chord 2x4 SP #1
Webs 2x4 SP #3
E - F 1690 -2320
J K
123 0
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on
Chords Tens.Comp.
Chords
Tens. Comp.
member. Or 1 x4 "T" reinforcement. 80% length of
6 - R 2860 -1728
O - N
2210 -1275
web member. Same species & SRB grade or better,
attached with 8d Box or
Gun (0.113"x2.5",min.)naiis
R - Q 2876 -172B
N - M
2876 -1754
@ 6" oc.
Q - P 2876 -1728
M - L
2876 -1754
P - O 2210 -1248
L - J
2880 -1754
Wind
Member design based on both MWFRS and C&C.
Maximum Web Forces Per Ply (Ibs)
;t�i'rarrrfft
Webs Tens.Comp.
Webs
Tens. Comp.
# 99s��w
R - C 301 -14
O - G
�245 -166
a"�k�,
lCrE .
C - P 523 -724
G - N
1476 -218
*�ait`i.j
847 f8'a
E - P 476 -218
E-O 245 -166
N - I
I-L
I522 -724
16
13.01
n. fir, , , ".
F - O 191 - 213
4a036SOF IB bE1E 108aBA 911f 8D8955 FI
•,mir thawing bas,bm elemakwv slgaed dad sealed'.."
idamd Manina, PB. (FL.'tli., t6181y'as ilie da�e`.sho
. ab""c u"inri SHd1'wUrc,ui[ Winn wdt,.
.RkfM<nates nf,sbk;desamMT'are; nos'iansiAircA si¢neA
dad acalk i d.ibe'.SHA-1 au�beatiiatiaa code. map'be
oniReE oo a�w ekuran3c ioylet. -
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses req�Ilre extreme care in fabricating, handlin , ship , in stalling and bracing. RefEr to and follow the latest Vitic�n of BCSI (Building
Component Saafety Information, by TPI anr7 SBCA) for saffety �ractices prior to perfoiming t�iese functions. Installers s aI provide tempora
bracing per Italy
Unless noted oytherwlse,top chord shall have properly attached structural sheathing and bottom chord snali have a pro any
attach rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing msialled p7r BCSI secti ns B3, B7 or 910, o:n aianrs, ur.
as app scab -le. Apply plates to each face, of truss and position as shown above and on the Join Details, un ess noted ot�ierwise. kefer to 1' 1
rawings 160A-Z for standard plate positions.
Alpine, a division of ITW B ifdin Compon n%GroI In%...shall not be responsi¢le for any deviation from this drawl nq,any failure to build the
ttruss In conformance with %�NSU� PI 1, or for anctl111rig s Ir�gln� 1nstillati n and bracing of trusse)S. A seal on thi� dgraw n� or cfghe r �agebill
listing this drawing, indicates acceptance Of prc#essf0na een neerin� responsibilI7 so ely r the desSgacn 2ho n. T [[aa ty
and r�se of this drawing for any structure is the responsibility�of the Buildfirg Designer per AN
For more Information see this iob's generaf notes page and these web sites: ALPINE: wwmal ineitmoom• TPI: wnww. inst or • SBCA: www.sbeindus .eom• IcC: www.iccsate.or
684167 / T6 /HIPS �Ply:l Job Number: 36CS00047
GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 204.4lbs Truss Label: A4 / ... 04/1812019
I "4 r 39'8"
J 680169100" T7°12TTT71122 544 4 {
11
�I=4X6
=5X8 1112X4 =5X8
D E F
1112X4 =3X4-3X6 1112X4
SEAT PLATE REO. SEAT PLATE REG.
39'8"
5'6" 5'10" 5'iD" 1' 5'6" T6" 1'
F T6" 13' 14 19'10" 25'8" 26' " 32'2" 39'8"
Loadip " g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in P8F)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.230 E 999 240
Lac R+ / R- / Rh / Rw / U / RL
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.427 E 999 180
B 1550 /- /- /879 1789 /226
BCDL+
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.079 J - -
H 1550 /- /- /879 /789 /-
Des Lt 37.00
EXP: C Kzt: NA
HORZR L ): 0.148 J - -
Wind reactions based on MWFRS
NCBC �L: 10.00
Mean Height: 20.99 ft
Code / Misc Criteria
Creep Factor: 2.0
P
B Brg Width = 8.0 Min Req = 1.8
Soffit: ` 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.603
H Br Width = 8.0 Min Re 1.8
g q =
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2014
Max BC CSI: 0.556
Bearings B & H are a rigid surface.
Bearings e & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Fac: Yes
Max Web CSI: 0.437
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
�I
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0 E - F 1927 -2716
Lumbe
B- C 2032 -3163 F - G 1800 -2636
1�
C - D 1800 -2636 G - H 2O31 -3163
Top chord 2x4 SP #1
Bot cho d 2x4 SP #1
D - E 1927 - 2716 H -1 23 0
Webs 4 SP is3
Maximum Bat Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp. Chords Tens. Comp.
Membe
design based on both MWFRS and C&C.
B - P 2852 -1737 M - L 2377 -1406
P - O 2848 -1737 L - K 2377 -1406
O - N 2377 -1380 K - J 2848 -1763
N - M 2377 -1380 J - H 2852 -1764
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
P - C 250 -17 M - F 434 -313
4��11�arrasrrrrii
C - O 415 -548 F - K 443 221
`
-; �1
D - O 443 -221 K - G 415 -548
D-M 434 -313 G-J 250 -18
e No 047182E
- M 351 - 401
400165 OF 106EIE 10999A 91 1E81)89 SS F7
Ihisd[awiag hat been;Uernoalplr.' OVW aad seale8 by
Manuel MartMe:� P.E, (R. lk, t4r182) oa ft dale ftft
•wove A.K. 5Ha•.ti'amnn°kwien mile.
;ydmid."eedot J"mmeitt'art; nor run[Mn"d.cignM
an0 [eale0 and'.the"41A4 amhestkatioa mde 6
..- De
tiaiffed mare eleiuon[c [oDiea.. .. ..
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
)RTANr* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
xtreme care in fabricating, handlin , shi pin , ingtalling and bracin .Ref r to and follow the latest editi n of SCSI (Building
y Information, by TPI �nr7 SBCA) for s�>Pety �racifces prior to performing t�iese functlons. Installers shalQ pr vide terhporary
Unless noted o herwise,top chord sha I have properly attached structural sheathing and bottom c or s al� have a propper y
in .Locations shown for permanent lateral restraint of w bs shall have bracing insl Iled p r BCSI secti ns 83, B7 or B10,
�p� pplat s to each face of truss and position as shown asiove and on the Joint Detat�s, un�ess noted ot�ierwise. Refer to
fo�stal card plate positions.
of ITW B itddinl1Components Gr0(rp Inch shall not be repponsible for any deviation from this drawinA,anyr failure to build the
rice with �NSI/TPI t , or for an in s ipppma instillation an dd bracin of trusses. A seal on this c raw nq or coverJul
pa e
trig, Indicates acceptance of pr�i)essional n �neerinq re�ponoibilit� solely fir the design shown. The suitability
i drawing for any structure is the responsibility�of the Huildfitg Designer per ANSI/TPI 1 Sec.2.
/ urreY
1� ompnuenrs, ur
SEQN: 684161 / T5 /HIPS Ply: 1 Job Number: 36CS00047
FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 204.4 Ibs Truss Label: A5 / ... 04/18/2019
T7"13 21 22'8" 2 28'8" 32'0"3 39'8"
7'7"13 3'4"3 6'1" 3'ti" t'8"1 5'11"4 3'4"3 T7"13
:—::5X8 =3X4 =3X6 1112X4 =5X8
12 D E F G H
T 5�
�3X4C Z' 1 3X4
a
1 �4X jA2) B J =4
AA
S R Q P O N M L
1112X4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 7'B"1 3'5"15 3' 2'9"8 5'11"4 2'11"4 3' 35 T6"1 1'
7'6'1 11' 14' 16'9"8 22'8"12 r 25'8" + 28-8" + 32'1"15 1 39'8"
Loading Criteria (psi)
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 Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.260 G 999 240
Loc R+ / R- / Rh
/ Rw
/ U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CQ: 0.484 G 977 180
B 1550 /- /
/875
1790 /197
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.082 L - -
J 1550 /- /-
/875
/790 !-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.153 L - -
Wind reactions based on
MWFRS
NCBCLL: 10.00
Mean Height: 20.58 ft
g
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 8.0
Min Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.606
J Br Width = 8.0
g
Min Re 1.8
q =
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.562
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.511
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 23 0
F - G
2160 -3113
Lumber
B - C 2052 - 3156
G - H
2160 - 3113
C - D 1922 -2790
H -1
19.21 -2790
Top chord 2x4 SP #1
D - E 2150 -3098
1-1
2052 -3156
Bot chord 2x4 SP #1
Webs 2x4SP#3
E-F 2160 -3113
J-K
23 0
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on
both MW FRS and C&C.
Chords Tens.Comp.
Chords
Tens. Comp.
B - S 2844 -1754
O - N
2534 -1530
S - R 2840 -1754
N - M
2534
-1530
R - Q 2534 -1505
M - L
2W
-1780
Q - P 25M -1505
L - J
2M4
-1781
P - O 3118 -1880
Maximum Web Forces Per Ply (Ibs)
lisrrrrrtr
4��''�
Webs Tens.Comp.
Webs
Tens.
Comp.
S-C 219 -20
G-O
296 -326
.~`ASP✓r�
*: N4 04718
C - R 342 - 420
O - H
1734 499
,ak
D - R 378 -242
H - M
1382 -244
D - P 721 -488
M -1
343 -421
STASH CF
P - E 300 -330
I - L
217 -21
�;i
E-O 102 -98
40011150F 186E1E10899A 911F;131389SS F7
0+ir;drawlog hes:6eRa;tltttloaIta1Pl.SIgaM aM'iea1M-bp
Maimd� Maein :bP ¢L�U4; td119aJ o e dale s9o"
M calli"a".1' Meakelm wd&
.d mMM aad;11. 9M-S amheadrMioe aode,iaust:Ge
mt1&Aca an9 ekmoa& mpkr.
•'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme cafe In fabricating, handlin , shipping, ingtalling and bracing. Refer to and follow the latest edition of BCSI Building
Component 51fety Information, by TPI sna SBCA) for s�tety�ractices prior to performing these f notions. Installers sh I? r vide to rary / urizy
bracing per BGSt. Unless noted otherwise,top chord sha I t1a a properly attached structural sheet ing and bottom c ors at have a Frope y `J
atl rigid ceiling. Locations shown for permanent latgral restraint of webs shall hav bracin? installed p r BCSI sections B3, B7 or 610, v;n arenrs, lu
as applivable. ARpiv ?tales to ach face of truss and position as shown above and on t�te Join f Details, un�ess noted otherwise. Flefer to
tlrawIftgs 160A-Z forYs�andard palate positions.
Alpinq, a division of ITW BUuiidin Components Grollp In.. shall not be responsi le for any deviation from tlhis drawing,anv failure to build the
truss in c ofQnuance with ANSU� PI 1, or or ari ing shi pin installati6n ana bracing f trusses. A sea on thi dgraw n or cover ag@
listing th a tlrawing, indicates acceptance of prctass�bnaf een ineerinq re ponigility solely fQr the des gn shoa The SQuMility
and use of this drawing for any structure is the responsibility of the ulld��ig Designer per ANSI/TPI 1 Sec.2.
For more information see thisjob's general notes page and these web ales: ALPINE: www.al ine'aw.cam• TPI: www. inst.o • SBCA:. www.sbclndus mom• ICC: www.iccsafe.or
684157 / T3 / HIPS I Ply: 1 I Job Number: 360SO0047
iM:GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
�I Wgt: 190.4lbs Truss Label: A7 / ... 04/18/2019
4'9"14 9' 16'5" 21' 23'f 30'8" 34'10"2 i 39.8"
r 4'9"14 + 4'2"2 + T5° T 4'7" i 2'4"12 7'3"4 4'2"2 4'9'14
=5X8 =3X4 =4X6 1112X4 =5X6
12 D E F G H
T
-Iv
1
=4X6
_,qqqbqkz.
I
P�5
1h
M,
I
,
-i
-
-
Q P O N M L
3X4 =4X6 =4X4 =4X10 =06 =3X4
SEAT PLATE REQ.
fi
m
in
K6(�)
I�f 1
SEAT PLATE REQ.
39W
1' 9' 5' 2'1"8 T3"4 Z5 4 5' 9' 1'
9' 14' 16'1" 23'4"12 25'8" 30'8" 39'8"
Loads g Criteria (psQ
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL`.' 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TOE 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.339 G 999 240
Loc R+ ! R- / Rh / Rw / U / RL
B 1550 / /- /867 /801 /167
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.630 G 749 180
BCDL 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.090 L -
J 1550 !- / /867 /801 /-
Des Ld' 37.00
C Kht: NA
HORZ(TL): 0.167 L - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBC�L• 10.00
MeaEXPn
Mean Height: 20.16 ft
Creep Factor: 2.0
B Br Width = 8.0 Min Re 1.8
9 q =
Soffit: I 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TO CSI: 0.741
J Brg Width = 8.0 Min Req = 1.8
Load Duration: 1.25
BCDL: 5.0 sf
P
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max 6C CSI: 0.706
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Spacinig: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: Yes
Max Web CSI: 0.950
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply
II
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
s.
VIEW Ver: 17.02.02.1208.15
A - B 23 0 F - G 2555 -3778
B - C 2153 -3226 G - H 2555 -3778
Wind Duration: 1.60
WAVE
Lumbc'
C - D 2001 -2997 H - I 2000 -2996
Top ch§rd
2x4 SP #1
D - E 2539 - 3754
I - J
2153 - 3227
Sot chord 2x4 SP #1
Webs 2IIic4 SP #3
E - F 2555 -3778
J - K
23 0
Wind
Maximum Bot Chord Forces Per
Ply (Ibs)
!'I
Membe. design based on both MWFRS and C&C.
Chords Tens.Comp.
Chords
Tens. Comp.
B - Q 2927 -1873
N - M
2736 -1673
Q - P 2737 -1648
M - L
2736 -1673
P - O '2737 -1648
L - J
2928 -1899
O - N 3784 -2321
Maximum Web Forces
Per Ply (Ibs)
at',ttasrrsrr#�#d
Webs Tens.Comp.
Webs
Tens. Comp.
APJ,
C - Q 249 -211
G - N
349 -397
E'N$,`�¢
D Q 360 -108
N - H
1174 778
�m �tG
D - O 1151 - 760
H - L
363 -109
No 04712
#-a< w9r,r
O-E 351 -401
L-I
251 -213
Z a
E - N 89 - 84
400165 OF 1B 6EIE 10 99 9A 911F;B0.89 SS i7
DIF.d "f bas;bm entmd[a1N slpaed. me sealo b9
Mamiel Martinet; P.E. ai.'lk;_ 16102) w the dat"e`sho
na°"e using i Stlnlbmnevtia¢ionaude.
. Wirapl.midx :°f ink d°nanenl ale...'CunsWd .d dEneA
and fea1M and.tbe %W1 aWb .dtat6 m&e t be
.vetBiee onamt ekatook copies.
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ne care in fabricating, handling, shippin , ingtalling and bracing. , Refer to and follow the latest ec�itign of BCSI (Building
ormation, by TPI pn SBCA) flit s�tQty ractices prior to perfo ming these gnetions. Installers s pl �r vide tem ora�
ass noted o herwise,top chordshall have properly attached structural sheaf in and bottom c or s aq have a limper y
Locations shown for)ermanent lateral restraint of webs shall have bracing ins ailed p�r BCSI sects Weis B3, 87 or 810,
lat s to each face o truss and position as shown above and on the Join Details, n ess noted otrwise. Kefer to
J auey
om/�nnenrs, ur
:LDS
SEQN: 684185 / T15 / SPEC Ply: 1 Job Number: 36CS00047
FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt: 210.0 Ibs Thus Label: A6 / ... 04/18/201.9
�8�
1'10"
L T7"12 + 10,10" 1818"9 22'8" 24'S"11 30'8" 34'10"2 39'8"
r TT12 3'24 610"9 3'11i 1'9"1 62"5 4'2"2 4'9414
fi
12 D=5X E 6X10(SRS) 1112X4 =44X6 =FX4
5 p =
03X4C T
J02X4 r N
6(A2) B K-4L6(A2)
AA T S R Q P O N M 111
1112X4 =5X8 1112X4=HO308 =3X8 =4X4 =4X6 =3X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
T6" 3'4" 1'2"(1 4'8"9 + 6'0"9 �10" 3 5' I 9' + 1
T6" 10" 0" 1 11 1 14' 1818"9 24'9"3 TP5" 30'8" 39'8"
1' 2'9"12
Loading Criteria (psp
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: N/
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 20.54 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Spacing: 24.0 "
C&C Dist a: 3.97 ft ,
Rep Fac: Yes
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, HS
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
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.352 F 999 240
VERT(CL): 0.656 F 720 180
HORZ(LL): 0.091 M - -
HORZ(TL): 0.169 M
Creep Factor: 2.0
Max TC CSI: 0.602
Max BC CSI: 0.665
Max Web CSI: 0.769
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1550 /- /- /859 /788 ' /194
K 1550 / /- /862 /790 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1 A
K Brg Width = 8.0 Min Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 23 0 G- H 2668 - 3869
B - C 2111 -3158 H - I 2503 -3623
C - D 1986 -2792 I - J 2024 -2985
D - E 1996 - 2767 J - K 2186 - 3229
E- F 2669 -3869 K- L 23 0
F - G 2668 - 3869
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - T
2846 -1791
P - O
3659 - 2290
T - S
2842 -1791
O - N
2722 -1691
S - R
3345 -2097
N - M
2722 -1691
R - Q
3348 -2097
M - K
2931 -1931
Q - P
3348 -2W7
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T - C
242 -22
F - P
301 -338
C - S
348 - 435
P - H
252 -168
D - S
2018 -1422
H - O
389 - 469
S - E
1331 -1867
0-1
1070 -733
E-R
183 -5
I-M
347 -112
E - P
614 -407
M - J
265 -232
4001b5 OF.S GE1E 10 69 9A 911F,BD 89 SS F7
Ihlid2Hlnr has bten'NestroAlwlM.fipx0 aod,seaitd;by
Maiwel`Nadaey`PE. ffL lk:: f711BZ) m the date ghC
nb"ve asing � SMqi'a"Nnldeeiinn wde.
:Famed jk� W.h&;fnmmri4'are;":fon#&.d s7gn.M
.aiM "id mid the 9f"L a,nheaticatiaq .code mnsi-be
eabiedunam EkcVod ievlM
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, her' , shiigin , installing and bracin�. Refer to and follow t�1e la;est e�iti�n of BCSI Building
t gaiety Information, by TPI pn SBCA) for sa ety {�ractices prior to perfo Ming these functions. nstal er s a� provide to ra
BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom c�lord shall have a Froperiy
iid ceiliny,. Locations shown for permanent lateral restraint of wQbs shall have bracing installed p7r BCSI sections B3, B7 or B10,
r e. _ Army Dlates to each face of truss and Dosition as shown a ove and on the Jom Details, un ess noted otherwise. Refer to
a division of
�fgailurectto build the
Wri r The rsui ability
/ urr2y
orapnrrenrs, fir
SEQ : 704599 / T23 /HIPS
Ply: 2
Job Number: 36CS00047
FRT : JAH
Qty: 1
4EHB Hayden-2605 "H" OL /DR Horton /4EHB
Hayden-2605 "H" OL
DRW:
Wgt: 243.6lbs
Truss Label: ABG
/ ...
04/18/2019
I
I
T
1°6
T"
_
34
_
39'8"314
r
T +
+ +
4
5T0
58
T112'46524
12
=3X4 1113X4
=7X8
=3X4
=6X6
5 p
C=
D T� E
F
G
TC3
H
T
T
m
m
4XI61133) B
1=4XJ6(B3) Cl)
P
O N
M
L
K
1113X4
=7X8 =3X10
=3X4
=7X8
1113X4
SEAT PLATE REQ.
SEAT PLATE REQ.
39'8"
1'
6'2"4
5'2"10 5'2"70
5'2°10
~
5'0"14
F
'2'10
29
6'2"4
1'
{'
'i
22'6"3
2T7"2
32'9"12
8
6'10"4
12'0"14 17 3"9
H
9
Load(ng Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL1;L7.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity
Non -Gravity
TCDL.
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.414 F 999 240
Loc R+ / R- / Rh
/Rw
/U / RL
BCLLJ
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.777 F 607 180
Q 3119 /- /
/-
/1572BCDL
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.080 K - -
1 3119 / /-
/-
/1572 /-
I
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.150 K
Wind reactions based on
MWFRS
NCBGLL: 0.00
Mean Height: 19.74 ft
Code / Misc Criteria
Creep Factor: 2.0
Q Brg Width = 8.0
Min Req = 1.6
Soffit: ll
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.375
I Brg Width = 8.0
Min Req = 1.6
Load Duratl0n:
1.25
BCDL:5.0 sf
p
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.739
Bearings Q & i are a rigid surface.
Bearings Q & 1 require a seat plate.
Spaci
g: 24.0 "
C&C Dist a: 3.97 ft
Rep Fac: No
Max Web CSI: 0.672
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp.
Chords
Tans. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 11 -9
F - G
2814 -5672
Lumbeer
B - C 1845 -3697
G - H
2442 -4918
C - D 2442 -4919
H - 1
1845 - 3698
To cEjord
p
2x4 SP #1 -.TC2, TC3 2x6 SP #1:
D- E 2828 - 5693
I- J
11 -9
Bot ch
rd 2x6 SP #1
E - F 2828 -5693
Webs
SP #3
12Ix4
Nafino11
Maximum Bot Chord Forces Per Ply (Ibs)
Nail Sc edule:0.128"x3", min. nails
Chords Tens.Comp.
Chords
Tens. Comp.
Top Chord: 1 Row @12.00" o.c.
B - P 3393 -1683
M - L
4994 -2491
Bot Chord:
Webs
1 Row @ 12.00" o.c.
I I • 1 Row Ca 4" o.c.
P - O 3377 -1680
L - K
3377 -1679
Use equal
spacing between rows and stagger nails
O - N 4994 -2491
K - 1
3393 -1683
in eacH'row
to avoid splitting.
N - M 5702 - 2840
Loadiri
lg
Maximum Web Forces Per Ply (Ibs)
#1 hip
Lpports 7-0-0 jacks with no webs.
Webs Tens.Comp.
Webs
Tens. Comp.
Left sid
L I
jacks have 7-0-0 setback with 0.0-0 cant
1is>+1rir11!'
�r
P - C 316 - 72
F - M
247 - 290
and
-0 jacks have 7-0-0 acker
��'. N$ ""
C - O 1765 872
M - G
786 374
with 0-q-0
cant and 1 0-0 overhang. Right side jacks
ro` � i°
O - D 480 - 739
G - L
481 742
have 7-0-0 setback with 0-0-0 cant and 0-0-0
Nb 047102
D N 604
L- H
1764
overhari
*• r
- -388
-872
r
E - N 245 - 283
H - K
317 - 72
Wind
51AE DF "
N-F 13 -11
Wind loads
and reactions based on MWFRS.
':t3;.
48010OF 186E lE 10899A911F.BD89SS F).
This drawing lim bm elearaltally. slgaed aad'seampy
.Mmmel-Mastin'u,,; P.L QL'llr. Wif)2)on. the date-f9own
• na<v<arS,6ti Sfleia<Ne,aueii�n tole.
NhnM:c<7des,oi,mh denmiem'ai: ms-<onld<tea *tined
mA iealed mid the 414-i wcatioo code -.mat
vuAkE ananti etemoofc copies. --
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
TrussesJ�,yCh extreme care in fabricating, handlin , sh! pin , installing and bracing. Refer to and follow the latest edit! n of BCSI (BuildingComponnt Safety Information, by TPI pnd SBCA) for s��ety �ractices prior to performing these fr�nctions. Installers shal��rovide tefnporaryl / �t«ey
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheaf in and bottom chords all have a proper y ✓
attach U Yi id ceilin . Locations shown for Dermanent lateral restraint of webs shall hav bracing mst Iled per BC51 sections 83, B7 or B10, om nuenrs, Liz
as aRp(ic b9e. App�� plats to ach face of truss and position as shown above and on the Join C Details, unless noted otherwise. Hofer to n
rawingst'160A-Z fo scan and palate positions.
AI inq, a dI ivlsion of ITW B ifdincc��Cpomponents Gr�pp In .,shall not be responsible for any deviation from this drawl any failure to build the
truss in conformance with �NSI/TP1 1, or for handlmp schlppingl, inst.1llation and bracing of trusses. A seal on this rrrawinj, or cover pag9B
listing this drawingg inddicates acceptance of prcFessrona Brig nearing respon8lbillt solely for the design sho n. The suiia ility
and used Hof this drawing for any structure 1s fhe n sponsibility of the 8uildiflg Designer per ANSI/TPI 1 Sec.2.
SEQN: 704591 / T19 / SPEC Ply: 2 Job Number: 36CS00047
FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 255.5 Ibs Truss Label: A9G / ... 04/18/2019
I h 48" 1T7"1"14� 22"1 281014r 29"97 1 32839'8"
0314 1"2 13 31"31010"1105010 4i'10_I
T
T 0=5X6 T
It 5 p c8X10 �3X4 =7X8 =3X4 T� lIf6X6(R) 1
E F TC3 G H I_ J
v 03X40 T
o W I-
=4X6AA1jB K=4*16(63)
T S R Q P O N M
1
1112X4 =5X12 =H0710 =4X4 =5X8 =H0710 =4X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
398"
1' 5'8"14 5'1"2 384 322 3'5"10 40"5 3'10°9 3'8"13 6'2"4 1'
5'8"14 + 10'10" + 14'6"4 + 1T8"7+ 21'2"1 + 25-2"6 + 29'0"15+ 32'9"12+ 39'
398"
Loading Criteria (pst)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 20.54 It
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1:
Bot chord 2x6 SP #1
Webs 2x4 SP #3 :W4 2x4 SP #1:
Nalinote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00' o.c.
Sot Chord: 1 Row @12.00" o.c.
Webs :1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 pif at
21.17
TC: From 28 pif at 21.17 to 28 pif at
32.67
TC: From 55 pif at 32.67 to 55 pif at
40.67
BC: From 4 pit at -1.00 to 4 pif at
0.00
BC: From 20 pif at 0.00 to 20 pif at
21.17
BC: From 10 pif at 21.17 to 10 plf at
32.64
BC: From 20 pif at 32.64 to 20 pif at
39.67
BC: From 4 pif at 39.67 to 4 pif at
40.67
TC: 169 lb Conc. Load at 22.60,24.60,26.60
TC: 162 lb Conc. Load at 28.60,30.60
TC: 369 lb Conc. Load at 32.64
BC: 1484 lb Conc. Load at 21.17
BC: 126 lb Conc. Load at 22.60,24.60,26.60
BC: 124 lb Conc. Load at 28.60,30.60
BC: 492 lb Conc. Load at 32.64
Wind
Wind loads and reactions based on MWFRS.
-IMPORTANT** FURNISH
Of
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mise Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.477 G 990 240
VERT(CL): 0.884 G 534 180
HORZ(LL): 0.110 D - -
HORZ(TL): 0.205 D
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.878
Max Web CSI: 0.816
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
400165 OF 166E SE 1os99A 9111, Boars rz
TW dnwleg bar been el'=W.lV slpxdaad sea td _Dq
Manuel Mi*q,' V.E (FL 114 tII7" oa Im date'ghu
nacve us6,e:'snn-ibuWun3uMlen s"de.
hintiA;iaides.M ibh `demineim am, nor tansMs�N sigxM
and ieaie0 and'.U. SHA-1 anthemiwdon't"de mnst.,be
vaNeA.ai:a�W ckmoniceWit+. ,. ' .
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
U 2735 /- / /
/1565 /-
K 3740 /- /- /-
/2167 !
Wind reactions based on MWFRS
U Big Width = 8.0 Min Req = 1.6
K Brg Width = 8.0 Min Req = 1.9
Bearings IJ & K are a rigid surface.
Bearings U & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens: Comp.
A - B 11 -10 G - H
4060 - 6971
B - C 1800 -3154 H -1
3779 -6498
C - D 1713 -2975 I - J
3189 -5500
D - E 1708 -2973 J - K
2599 -4483
E - F 3607 -6230 K - L
11 -10
F - G 4060 - 6971
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens;. Comp
B - T
2888 -1641
P - O
6555 -3820
T - S
2887 -1643
O - N
5597 - 3252
S - R
5369 -3094
N - M
4103 -2376
R- Q
5371 -3096
M- K
4 18 -2378
Q - P
6306 - 3655
I
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
T-C
49 0
G-P
103
-108
C - S
92 -180
P - H
519
-299
D - S
2142 -1187
H - O
393
-550
S - E
1907 - 3288
0-1
1143
- 668
R-E
49 -25
I-N
618
-943
E - Q
1175 - 698
N - J
1778
-1035
Q - F
472 -738
J - M
286
-38
F - P
885 - 539
V ALL NOTES ON THIS DRAWING!
ALL CONTRACTORS INCLUDING THE INSTALLERS
1, ingtalling and bracing Refer to and fgllow the latest a iti n of BCSI Building
ractices poor to perfostmmg these 'Jnctlons. Installers s aQprov!de to pora uJ,yy
properly attached structural sheathing and bottom chord shall have a pro any
estraint of w bs shall hav% bracing installed p r BCSI secti ns B3, B7 or B10, om nnenrs, =
as shown a�iove and on the Joini Details, un�ess noted ot�ienxise. )iefer to t',
II npt be re; onsible for any deviation from this drawimn failure pto build the
Ri$ Instgllatlgn and bracin of trusses. A seal on this drawing or eTfie rsuiCabili
_ _e_na veering reepon ibil ty solely fQr the -design shown. ty
any
t 9
SEQN: 704515 / T16 / HIPS Ply: 1 Job Number: 36CS00047
FRO)ul: JAH City: 1 4EH6 Hayden•2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 103.6 Ibs Truss Label: B1 / ... 04118/2019
Des L
NCB(
Soffit:
Load
Spaci
Lumt
Top c
Bot cl
Web:
:Rt W
Hang
(J) H,
Wind
SEAT PLATE REQ.
4'9"14_i 16'l0"2 } 21'0"S
4'9"14 4'2"2 3'8" 4'2"2 426
=4X4
=5X6 =3X8
21'0"8
F' 1, r 91 + 36"4 1 86"4
9' 12'6"4 21'0"8
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.058 H 999 240
Loc R+ / R- / Rh / Rw / U / RL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.109 H 999 180
B 858 /- / /480 1520 /135
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.025 H -
G 783 ! / /406 /468 /
37.00
EXP: C Kzt: NA
HORZ(TL): 0.047 H
Wind reactions based on MWFRS
10.00
Mean Height: 20.16 ft
Code / Misc Criteria
Creep Factor: 2.0
B Br g = 8.0 Min Req 1.5
Width
2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.289
G Br Width = - Min Re
g q =
ration: 1.25
MWFRS Parallel Dist: 0 to h12
TPI Sid: 2014
Max BC CSI: 0.491
Bearing B is a rigid surface.
Bearing B requires a seat plate.
24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.149
Loc. from endwall: not in 9.00 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01 A.0205.20
A - B 23 0 D - E 814 -1068
B-C 1039-1529 E-F 831 -1189
-d 2x4 SP #1
C - D 860 -1227 F - G 986 -1430
d 2x4 SP #1
:4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
ge 2x4 SP #3:
Chords Tens.Comp. Chords Tens. Comp.
i / Ties
B - I 1377 - 913 H - G 1265 -834
er Support Required, by others
I - H 1088 - 651
Maximum Web Forces Per Ply (Ibs)
design based on
both MWFRS and C&C.
Webs Tens.Comp. Webs Tens. Camp.
C - 1 291 - 320 H - E 268 -132
D - I 306 -142 H - F 255 - 227
D-H 106 -104
4001 abFIS 6E1E 10849A 911F,BD 89SS F7
Dit:d-1.9 hat peen; e1MoDTM1V.1i&Ded' a W sealed br
Manuei� ManiDei� PE; fft. Yk t47182} an itre date s4oivD
nb"re ufu�g a Sfld-1buUwrckai{on w
PAmed 1W., of Ak i mime are nm <rn"wd *.d
and sealid cold Afte' 5HA-1 aut6eaticatian code: min be
vuBkA on anY elemonic'copiea. ""'
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
dreq ire extreme care in fabricating, hand[' , shiippin , ingtalling and bracing. Ref r to and follow the latest edition of BCSI (Building
ent uSafety Information, b TPI an SBCA} forsa ety �ractices prior to perfo ming t�iese notions. Installer sha11 rovide terhpora
per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom c�iorcJ sf�all have a properryly
;t], ri id ceilin . Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10,
icab�e. Appi plates to ach face of truss and position as shown above and on the JoinC Details, unless noted otherwise. Flefer to
is 160A-7 for standard plate positions.
division of ITW B ildin Components Gropp In% shall npt be reeoonsiple for any deviation from this drawing,anv failure to build the
onf rmance with �NSI�PI 1, or for and a s ip In mstgllati n anag bracing of trusses. A seal on this cfYawinp or cover pa e
this �rawing, inddicates acceptance of p fessiona-f een moorinqg resspnon§Ibllity solely fopr the desl9gn sho'Nin The sui[abitity
se of this r7rewing for any structure is the responsibilityof the Huilding Designer per ANSIrrP1 1 Sec.2.
/ uney
✓ orrpnnenrs, �
SEQN: 704619 / T10 / HIPS Ply: 1 Job Number: 36CS00047
FROM: JAH City: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 112.0 Ibs Truss Label: 132G .. / ... 04/18/2019
L 7' 1010" 14'8" 21'0"8
r 7' '+' 3'10" 310" 6,4"8
-5X8 1112X4 zS5X8
C D E
T 12
5
Cl) F-
4X6(Al) B —
Ti A
J I H G
SEAT PLATE REQ.
1114X4 =7X8 1114X4
21'0"8
1,+ Tl"12 + 3'8"4 1 3'8"4 + 6'6"4 _
7'1"12 10'10" 146"4 2178
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 19.74 it
NCBCLL: 0.00
TCDL: 4.2 psi
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
Loc. from endwall: NA
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Hangers / Ties
(J) Hanger Support Required, by others
Loading
#1 hip supports 7-0-0 jacks at left end and 6-4-8 jacks
at right end. Jacks have
no webs.
Wind
Wind loads and reactions based on MWFRS.
I
4X6(61)
1
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.127 D 999 240
Loc R+ ! R- / Rh / Rw / U ! RL
Lu: NA Cs: NA
VERT(CL): 0.238 D 999 180
J 1614 /- /- /- /967 /
Snow Duration: NA
HORZ(LL): 0.034 G - -
F 1590 ! /- /- /932 /-
HORZ(TL): 0.063 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
J Brg Width = 8.0 Min Req = 1.9
Bldg Code: FBC 2017 RES
Max TO CSI: 0.568
F Brg Width = - Min Req = -
TPI Std: 2014
Max BC CSI: 0.704
Bearing J is a rigid surface.
Rep Fac: No
Max Web CSI: 0.252
Bearing J requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 23 -21 D - E 2011 -3429
B - C 2026 -3418 E - F 1904, -3205
C - D 2011 -3429
4001fi5 OF.1B 6E'1E 10899A911F BD896519
This'dtawiog bas:bce elemnlw;P? slgxda ad'seaied by
Mmil _htartlnee PX_ (FL'lif. 141M C aAk lose' i"
ah"te using i 511a 1a"tneu,hNion awfc.
,Nwk i"pec nr.shk Amnnem arc, noet"nxMt�ed'slgae4
and [eased aAd' the' 9tA4 ambenticatien code. must bh
jvvnd, tm kctraak
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - I 3099 -1813 H - G 2912 -1699
I - H 3133 -1825 G - F 2888; -1694
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens.i Comp.
C -1 662 -222 H - E 646 -390
C - H 370 - 233 G - E 461 1 -106
D - H 444 - 446 1
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handdlin , shi pin ,installing and bracin Ref r to and fgllow the latest eddits0n of SCSI Building
Component Saafety Information, byt TPI gnu SBCA) for s.1 ty ractices prior to performing these functions. Installers sha11 provide to pora, J urrev
bracing Per BCSI. Unless noted o hermse,top chord she I ra a properly attached structural sheet and bottom c ord shall have a proper ✓
attacheetl rigqid ceiling. Locations shown for ermanent lateral restraint of w bs shall have bracin?q installed p r BCSI sections B3, B7 or B10, o ri orrerrrs, uc
as agplioable. A T pIatees to each face opi russ and position as shown above and on the Join C Details, unless noted otherwise. befer to P
drawings 160A-Z fol�stancJard plate positions.
AlpinQ, a division of ITW Buuitddin Components Grgpp InG..shall not be responsible for any deviation from this drawin ,an failure to build the
truss m Qnforramancge withh ANtSVTP1 1, or for hand!pinu shigpingf innstallation agnd brraacino of trtuvsseis. A weal on this �rawln j, or cTo a r papa
Ind use i of thisnr7rawing for any acceptance is me )resploonsibilit of tlrren6uildi91; Des grfer peryANSI/TPld1 SeeCn,2. n. ability
Y a
FRQ 6GL
86f4�72 / T33 / COMNI gt 36.4 Ibs I Truss Label: L?6 50"H4OL /DR Horton /4EHB Hayden-2605 "H" OL I DRW i 04/18/2019 I
Des
Top
Bot
T
5'
5'
12
4 I
C=4X6
III GA4
10,
5'
SEAT PLATE REQ. SEAT PLATE REQ.
10'
Criteria (psf)
Wind Criteria
20.00
Wind Sid: ASCE 7-10
7.00
Speed: 160 mph
0.00
Enclosure: Closed
10.00
Risk Category: II
EXP: C Kzt: NA
37.00
Mean Height: 15.00 It
10.00
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
2x4 SP #1
2x4 SP #1
SP #3
design based on both MWFRS and C&C.
T
1
5' S'
} I 1
5' 10,
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.016 F 999 240
Loc R+ / R- / Rh / Rw / U / RL
B 433 /- /- /272 /205 179
Lu: NA Cs: NA
VERT(CL): 0.023 F 999 180
Snow Duration: NA
HORZ(LL): -0.005 F - -
D 433 ! /- /272 /205 /
HORZ(TL): 0.007 F
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.320
D Brg Width = 8.0 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.213
Bearings B & D are a rigid surface.
Rep Yes
Max Web CSI:
Bearings B & D require a seat plate.
:2
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.
VIEW Ver: 17.02.02.1208.15
A - B 19 0 C - D 810 -638
B- C 809 - 638 D- E 19 0
WAVE
409165bF 111 GEIE 10999A 4110.Be 89 SSr7
Ibis dsaednY beg 1;W e1WWnlWl6j signed aW stated In
.Mime] Martlp4;.p.6:(I7. l& 147M ea'tti date, Mm
nAweusb�Y a SNA•lbuu«endeaiim� adc
;Vihnm midei a of'his #anwene "m'tMsFdned ped
'and sealed -Ctbe' Stwi amheatate.iea . '.de i. ri b2
�ve1B&A on anp ekaonk �oples. ..
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 575 -620 F - D 575 -620
Maximum Web Forces Per Ply (ibs)
Webs Tens.Comp.
C - F 206 -48
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, hanglin , shippin , installing and bracin . Refer to and follow the latest editi n of BCSI (Building
Component Saafety Information, by TPI and SBCA) for s�f ty �ractices prior to perfor9ming these functions. Installers shal�pr?vide te9porary
bracinglDer BGSI. Unless not o herwise,top chord sha lenave properly attached structural sheathing and bottom chord sisals have a properly `J
attach d rigid telling. Locations shown forpermanent lat@ral restraint of w bs shall have bracing installed per BCSI sections B3, B7 or B10, om �nrrerrrs, lc
as app(iGable. Apply plates to each face of truss and position as shown aoove and on the Join C Details, unless noted otherwise. befer to f
rawmgs 160A-Z fo standard plate positions.
Aiping,�,C'
division of ITW 6uuildin Components Grgpp In,% shall not be responsigIs for any deviation from this drawinq,any, failure to build the
truss Inonformance with ANS PI 1, or for andllnpp shippping, instjllat, n and bracing pf trusses. A sgea on thi rrrawinq or cover pagB
listingphis drawing, indicates acceptance Cf prblessibno eng ne0rinq respon ibility solely f r the des gn sho n. The suitability
and u of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
e ,
SEQN: 704528 / T43 / HIPS Ply: 1 Job Number: 36CS00047
FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 47.6 Ibs Truss Label: L2G .. / ... 04/18/2019
3' 5' 7' I 10,
3' 2' 12' 3'
2X4(A1) B
A
C =4X6
III ff4
III4A4 =JAB III4A4
SEAT PLATE REQ.
10,
�1G
SEAT PLATE REQ.
3'1"12 1'10"4 110"4 3'1"12 1
3'1"12 5' 6'10"4 10,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.023 D 999 240
Loc R+ ! R- / Rh / Rw / U / RL
B 493 / / /- /241 /
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.042 D 999 180
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.006 H - -
F 493 /- / /- /241 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ L
R ): 0.011 H
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 0.00
Mean Height: 15.00 it
Creep Factor: 2.0
B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00
TCDL: 41.2 psf
BCDL: 0 sf
P
BldgCode: FBC 2017 RES
Max TC CSI: 0.094
F Big Width = 8.0 Min Req = 1 I5
Bearings B & F
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.172
are a rigid surface.
Bearings B & F require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Fac: No
Max Web CSI: 0.067
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 18.02.01A.0205.20
I A - B 19 -14 D - E 430 ' -986
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-0-0 setback with 0-0-0 cant
and 1-0-0 overhang. End jacks have 3-0-0 setback
with 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 3-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
B - C 390 -885
E - F
390 -885
C - D 430 - 986
F - G
19 -14
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - J 818 - 353
I - H
830 - 351
J -1 830 -351
H - F
818 -353
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens.! Comp.
i
C-J 80 0
I-E
176 -88
C- I 176 - 88
H- E
80, 0
D-i 99 -116
.assesetfrarr,.
4001650E 10 6E1E.10899A911F 0D89SSF7
IWdtzn*j bas been He,noW.J?VSlMd:awl"s .d by
-Marcel M&meVPZ (rL'M r4M182) a the daie1t&
<�"ve us&ree step-1au11antcaU*q awe.
,h&ne4 e.0. et ibh'eetmneni'i ,.. c" & ,ed died
sealed m6d. Um SHA-1 aurtrteikatlon co4e: nine be
w0k4 bn any ekateo"rt ioples.- - • . - � ..
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handl!n , shippI , installing and bracin . ,Refer to and fellow the latest edition of BCSI Building
Component Safety Information, by TPI Anti SBCA) for s�I ty ractices prior to performing these functions. Installers shall pr?vide to Pporaryly /Tuley
bracing per BCSt. Unless noted o herwlse,top chord sha leha a properly attached structural sheathing and bottom chord sflall have a roper ✓
attach c7 ri id ceiling.Locations shown for ermanent lateral restraint of webs shall have bracin inst Iled per BCSI secti ns B3, B7 or 810, o:npoilienrs.;ic
as appeilcab�e. App�Y plates to each face, truss and position as shown above and on the JoinrDetai s, unto noted ot�ierwise. 13efer to
drawings 160A-Z fol standard plate positions.
Alpine, a division of ITW ButIMdin Compon nts Grgpp In, .shgill npt be responsible for any deviation from this drawinA,an failure to build the
truss m conformance with ANS�PI 1, or ror flandllric shipping installation and bracing 4f;russeS. A seal on thf draw�np or cover pagQ
listing this drawing, indicates acceptance 9f pr8#essiOnoT englneer1 responsibi11tv soleiy f r the as, gn shoWn. The suiiabiiity
and use of this drawing for any structure is the responsibility of the uiidii�g Designer per
nnnn.al a,.taa „— r nd th—a w h nitaa• Al PInIF• wwwaloinaitmcnm: TPI: www.tainst.ora: SBCA: www.sbcindustrycom; [CC: www.iccsafe.ora
SE9N: 704627 / T12 / HIPM Ply: 1 Job Number: 36CS00047 „
FROG JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
11 1 Wat:88.2lbs Truss Label: MEG .. / ... 04/1812019
N
[7
N
5'9"8
5'9"8
9111 "8 13'8"4
42" 3'8"12
17 =3X4 1112X4
17'8"B
4'0"4
1112X4 =5X6 =5X10
SEAT PLATE REQ.
18,
1 f 5'11"4 3'8"12 4'0"4 ` 4'0"4
5'11 "4 9'8" 13'8"4 17'8"8
11
Pif
Loa
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Dell/CSI Criteria
♦ Maximum Reactions (Ibs)
l'ng
TCLL 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCD�: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.116 J 999 240
Loc R+ / R- / Rh / Rw / U / RL
BCLL� 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.216 J 984 180
B 1190 /- / !- /567 /-
BCDI1: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.028 H - -
G 1233 / / /- /566 /-
Des i d: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.053 H - -
Wind reactions based on MWFRS
NCB�LL: 0.00
Mean Height: 15.00 ft
TCDL: 4.2 sf
p
Code! Misc Criteria
Creep Factor. 2.0
B Br Width q =
g dth = 8.0 Min Re 1.5
Soffit:' 2.n:
BCDL:5.0 sf
P
BldgCode: FBC 2017 RES
Max TC CSI: 0.357
G Brg Width = 3.0 Min Req = 3.0
Load�,Duration:
1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.551
Bearings B & G are a rigid surface.
Bearing B requires a seat plate.
Space
g: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.839
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 19 -14 D - E 965 -2117
Lumber
B - C 1307 -2816 E - F 965 -2117
Top fiord 2x4 SP #1
C - D 1325 -2902
Bot cl1ord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
:Rt Bearing Leg 2x4 SP
#3:
Chords Tens.Comp. Chords Tens. Comp.
Loai ling
B - K 2630 -1206 J -1 2900 -1344
#1 hipi supports 5-9-8 jacks with no webs.
K - J 2660 -1211 I - H 138 -75
tt
Wind
Maximum Web Forces Per Ply (Ibs)
Wind11 oads and reactions based on MWFRS.
Webs Tens.Comp. Webs Tens. Comp.
C - K 412 -65 E - 1 326 -395
C - J 271 -128 1- F 2203 -990
J-D 129 0 G-H 71 0
.iaraoarlxlfa,.:
D - I 429 -885 F - G 858 -1506
mot as of 166EIE.1089 OA91 IFBD 89 SS F7
Bdf'VrtiGg rm bee" elttv"nlcao? sivwd'and Rated b4
tAamtl Mart7oej; 7E_Qi.7ir.,tWBtly "o ttie dateao
0— usm` a Sf f e 1`aan�7ufon
d Ie5114 and the 51Wi aettxaLIC td a.A.W ..O'be
�vabied onam ekWonlc iopia.. - ... ,.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingp, handdtin , shippin , installing and bracing. Refer to Ind follow the latest e,iti?n of BCSI �Buildin
Compo ant Safety Information, by TPI pnc7 SBCA) for t ty �ractices prior to perfolMing these nctlons. Installer s d provide to pora 1 u„ey
bracin r er BCSI. Unless noted otherwise,top chord sha�l�rave properly attached structural sheat�inp and bottom c�iord shall have a propey
attach �rippid ceilin . Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 10, om ouenrs,l%
os app.icable. App�� plates to aach face otptruss and position as shown above and on the Joint Details, unless noted otherwise. iiefer to �'
raw n"@ s 160A-Z fo standard plate positions.
Alpinq,'a division of ITW B iidin,RpComponents Gr4(rp In . shall npt be responsible for any deviation from this drawing,an failure to build the
truss I Icinformance with �NSI TPI 1, or for handling srippm❑, mstgllatlbn and bracing of Cruses. A seal on this draw�nq or cover page
listing this drawing inddicates acceptance % prbfess'fono in net inq re$ponibility solely for the design shovTn. The suitability
and Bike of this r7r'awing for any structure is the responsibiefity of the euildiirg Designer per ANSI/rPi 1 Sec.2.
SEQN: 704621 / T18 / MON
Ply: 2
Job Number: 360S00047
FROM: JAH
City: 1
4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL
DRW:
Wgt: 37.1 Ibs
Truss Label: MG1
/ ... 04/18/2019
42'15
7'
r
4715
2,9"1
1112X4C
12
5 �
--0 4X4 B
M '
m
==2X4(A1) A
T
Ll
F
1114XEE 6
1113X8(R) D
SEAT PLATE REQ.
7'
4'1"3
2'10"13
4-1"3 r
7' {
Loading Criteria (pso
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.95 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.25" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 pif at 0.00 to 55 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 164 lb Conc. Load at 1.09
BC: 1590 lb Conc. Load at 3.06
BC: 783 lb Conc. Load at 5.06
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Snow Criteria (Pg,Pf in PSF
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loo Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.015 E 999 240
Loc R+ / R- / Rh / Rw / U , / RL
Lu: NA Cs: NA
VERT(CL): 0.027 E 999 180
F 1509 1- /- /169 /908 ' /124
Snow Duration: NA
HORZ(LL): -0.005 E -
D 1484 / 1- /166 /914 /-
HORZ(TL): 0.009 E
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
F Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.175
U Brg Width = - Min Req = -
TPI Std: 2014
Max BC CSI: 0.506
Hearing F is a rigid surface.
Rep Fee: Varies by Ld Case
Max Web CSI: 0.387
Bearing F requires a seat plate.
Maximum Top Chord Forces Per Ply (Ilia)
F-URT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
A - B 764 -1252 B - C 20 -29
**WARNING** READ AND FOLLOW AL
"IMPORTANT" FURNISH THIS DRAWING TO ALL
as
Of
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
i
A - E 1151 - 697 E - D 1097, - 666
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens,. Comp.
E-B 1017 -580 C-D 60 -28
B - D 777 -1279
4001450F.106ESE.10999A 911f.BD 89 SS F7
' ThU daftill bin bM elemaniadp dg d-a W seale9,lry
Marmel'Minktu I P.L (FL &.WiIr4 mthe :date .ioom
*"Dav<us6,g i SHN-1'+wIM,Nicaiex rode.
prwi,d 60:nf'oh &ium"iri'a�e;nm lonsidsrcd'd�nud
and ;eM d 64.1he 941 anIi dCU6,.& &WPM
.vnQfed ai a�W ekttro"I[moleL •.
THIS DRAWING!
iRS INCLUDING THE INSTALLERS
in . Refer to nd follow the latest edditi9n of BCSI (/Building
iofr these nctlons. Instal shall pr vide telhporaryl
structural sheaf Sin and bottom chor shag have a proper y
all have bracing installed p r BCSI secti ns B3, B7 or p10,
Ind on the Join Details, unless noted sect!
�tefer to
to build the
TherspulMility
I
/ arey
✓ o;npnnenrs. Ur.
SEQ�: 704629 / T25 / VAL Ply: 1 Job Number: 36CS00047
FRO r: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wat: 15.4 Ibs Truss Label: MVi / ... 04/18/2019
Loading
Criteria (psf)
Wind Criteria
TCL
: 20.00
Wind Std: ASCE 7-10
TCDL:
7.00
Speed: 160 mph
BC LL:
0.00
Enclosure: Closed
BC DL:
10.00
Risk Category: II
EXP: C Kzt: NA
Des
37.00
Mean Height: 20.68It
NCBCLL:
10.00
TCDL: 4.2 psf
Sow
2.00
BCDL: 5.0 psf
Load
Duration:1.25
MWFRS Parallel Dist: h/2 to h
Spa
ng: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Top Fhord 2x4 SP #1
Bot chord 2x4 SP #1
Wens 2x4 SP #3
design based on both MW FRS and C&C.
ral Notes
G VAL1 60101 01A. for valley details.
12 R
4'1 "14
4'1 "14
4'1 '14
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.004 C
HORZ(TL): 0.005 C
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.151
TPI Std: 2014
Max BC CSI: 0.146
Rep Fac: Yes
Max Web CSI: 0.088
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
dU41650F1a 6E1E 1Q 899A 911f.BD 89 SS rl
,TkU dawing bas bmv elecMWnfly.siptd mW sealtG.by
.Marmel'MW_ia y P.L TLIV 90104 W die date fhuwu
-oD ushtle SHN- a""rcutnMran wde.
,PibtA: 160. of ibis ♦enanem'are; oit a dO ed stoned
and sealed and.the%A-1 amhe.&c don 7w& must bu
�verHre0 "n snV element[ [Deist. - •. ..
♦ Maximum Reactions (ibs), or'=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
D` 75 /- /- /45 /28 /14
Wind reactions based on MW FRS
D Brg Width = 49.9 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 26 -64
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 127 -1
Maximum Web Forces Per Ply (ibs)
Webs Tens.Comp.
B-C 166 -93
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shippin , ingtalling and bracfn . Refer to and fellow the latest edition of BCSI (Building
t Saafety Information, by TPI gnr7 SBCA) for s.1 ty (r1actices rior to performing t�ese f ncbons. Installers sh�ll pr vide terYiporaryl
BCSI. Unless noted o herwise,top chord sha lehai properi�i attached structure sheatt ing and bottom c or shag have a pro pper y
id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e._ Apply platgs to each face, otptruss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to
urrey
✓✓✓ omporrenrs, IrL
any
SEQN: 704631 / T27 / VAL Ply: 1 Job Number: 36CS00047
FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL
Wat: 11.2 Ibs Truss Label: MV2
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
12
5
B
A=3X4(D1)
T
T
T
Ye
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 21.10 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
a
-2'1"14�I
2' 1 "14
2'1 "14
DRW:
... / ... 04/18/2019
Snow Criteria (Pg,Pf in PSF)
Dams[ Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in lac Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): -0.010 B 999 240
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.011 B 999 180
D' 75 /- /- /42 /21 /11
Snow Duration: NA
HORZ(LL): -0.003 B - -
Wind reactions based an MWFRS
HORZ(TL): 0.004 B
D Brg Width = 25.9 Min Req = -
Code / Mise Criteria
Creep Factor: 2.0
Bearing A is a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.040
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.085
Chords Tens.Comp.
Rep Fac: Yes
Max Web CSI: 0.000
A - B 0 -17
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 18.02.01A.0205.20
Chords Tens.Comp.
A-C 59 -1
**WARNING- READ AND FOLLOW AL
-IMPORTANT'* FURNISH THIS DRAWING TO ALL
i N) 1; or for n
acceptance
any structure
as
401"OF1B 6EIE 10909A911F;BDW SS"
Th(s dmft bn DM eleMOW011r;slgad abd'sealed',by
Wamerm i&,Mi) P.L-(L tk. P4HA7) wt6e date`.itioem
above uAm n 8"d'1lealbaui<tition a.,&
yrimM "igdei; d"hk 4-M. 'are; not' 6.imm drae4
+ao0 ieaied eo9.the' SIiF•1 aahenliarioe Lode meri be
'4e(if'xd on aml ek(tronk taDiet:. .
THIS DRAWING!
iRS INCLUDING THE INSTALLERS
in . Refer to and fgllow the latest editi n of SCSI (Building
rfofming tress f�inctlons. Installers shJ g7vide te7nporaryl
structure sheat inp and bottom chord shall have a proper y
all hav% bracing ins ,lied per BCSI sections B3, B7 or 10,
tnd on the Joint Deta�s, unless noted otherwise. hefer to
J unzy
o:rrpnnents uc
1 Job Number: 36CS
0047
I FROr: GLM87 / T14 / EJAC I y: 2 4 Ibs I Truss Labelyde -26 50"H" OL /DR Horton /4EHB Hayden-2605 "H" OL I DRW i 04/18/2019
T )
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCL: 20.00
L
Wind Std: ASCE 7-10
TCD'�: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCD 1L: 10.00
Risk Category: II
I
Des d: 37.00
EXP: C Kzt: NA
NCB ICLL: 10.00
Mean Height: 19.74 it
Soffit 2.00
TCDL: 4.2 psf
Loam Duration: 1,25
BCDL• 5.0 psf
"
MWFRS Parallel Dist: 0 to h/2
Spa, ng: 24.0
C&C Dist a: 3,00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
design based on both MWFRS and C&C.
IA
Snow Criteria (Pg,Pf in PSF)
DefllCS1 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): -0.015 D
HORZ(TL): 0.025 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2n17 RES
Max TC CSI: 0.497
TPI Std: 2014
Max BC CSI: 0.362
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
_ ..
EOO1650F3a 6ESE.10694AO11F.BD 8955F7
.IhWdm*g bas bm tlemaim(ry slgatdamsealed ,by
.Mamul .Mu&a, PE tM lk; 90M) W the. date'.0 6M-np"v<usiug i Sfipl�euamnnuika wdc.
(hintid iupiee, of.tbh eigaed
:.M sealed aod.eae SHA-1 amtrcntitasiae mde�.must'be
.vuisrod on ans ekaronit ropier. ,
C
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 334 /- / /234 /169 /174
D 126 / /- /98 /25 /
C 169 / / /63 /155 /-
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 23 0 B-C 65 -127
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshhiippin , installing and bracinfq. Refer to and fellow the latest e�ittllon of BCSI (Bu!lding
!"Safety Information, b TPI pn SBCA) r s fety �ractices prior to performing these functions. Installer s c1 II provide temporar
BCSI. Unless noted o herwise,top chord sha I have properly attached structural sheathingg and bottom c or shall have a proper y
id ceiling Locations shown for ermanent lat@ral restraint of webs shall hav bracingp insl Iled p r BCSI sections B3, B7 or 610,
a.- A R Dlates to each face otptruss and position as shown above and on I a Join f Dete s, unPfess noted otherwise. ktefar to
a division of ITW B iidin Compon�ntsh Gr811p Inch shall not be resoons!bIs for any deviation from this drawl any failure to build the
conformance with f�NSI/�Pl 1, or or an Imp s ippin installat! n and bracing of trusses. A seal on this rawinq or over pa e
this drawing, in�iica(es acceptance_ of �rbless'ibnal gngmegnng repon§Ibility solely fqr the design shown.he sui[ability
- - -
mreY
✓✓✓ vmporrenrs.lu
I
SEQN: 704607 / T22 / EJAC Ply:1 Job Number: 36CS00047
FROM: GLM Qty: 3 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt: 23.8 Ibs Truss Label: EJ72 / ... 04118/2019
C
12
5
co
77
m
M
r
O
B
=2X4(A1)
T
4°1
1
A
D
SEAT PLATE REQ.
�— 2'
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: II
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 19.54 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
1 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
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
a
7'
7'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.012 D
HORZ(TL): 0.020 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.472
TPI Std: 2014
Max BC CSI: 0.352
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 18.02.01A.0205.20
WAVE
41101650t:10 6E'SE.10849A BS 1E,BD89 SS r7
-fhblda 1i 9 has'beta'tlaxt UIMUV..tl@xd aW,:%soled 4p
Xel'Mirttl; y NE; (FL tk. R4r1 4 6i the date'sft i
+ah"ne usiaB HR•lwibemi[elfim mde.
,Pilo .0d1oh deawmt are: net',ionside,ed op"d
ii seated i d.the WA-1 amhestlsatlua'tade.mast'he
�avUiea ai any ehgsaolc soples: • ' ..
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 402 /- P /308 /222 /194
D 124 P /- /96 /19 P
C 162 /- P /56 /147 /-
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 44 0 B-C 62 -125
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q ire extreme care in fabricating, handling shippin , ingtalling and bracing Refer to nd fgllow the latest editi n of BCSI Building
t uS fety Information, by TPI and SBCA) for s�tg �ractices prior to perfor ming these notions. Installers shalQ pr�vide to porary
B St. Unless noted o herwise,top chord shall nave properly attached structural sheaf in g and bottom chord s all have a proper y
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing instglled p7r BCSI sections B3, B7 or 910,
1 e. ADD V Dlates to each face of truss and position as shown above and on the Joint Detai s, un ess noted otherwise. Nefer to
J C111Cy
✓ v;npnrteirfs, ur.
U—M
SEQN" 704530 / T29 / EJAC Ply: 1 Job Number: 360S00047
FRO I: JAH Qty: 6 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt:19.6 Ibs Truss Label: EJ6E / ... 04/18/2019
I
SEAT PLATE REQ.
�— 1,
Loading
Criteria (psf)
Wind Criteria
TCLII1
2000.
Wind Std: ASCE 7-10
TCDII:
7.00
Speed: 160mph
BCLU
0.00
Enclosure: Closed
BCDL:
10.00
Risk Category: 11
i
Des
l
EXP: C Kzt: NA
Ld: 37.00
Mean Height: 15.00 ft
NCB
Soff
LL: 10.00
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
LoaDuration:
1.25
MWFRS Parallel Dist: h/2 to h
Space
g: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 it
GCp!: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot dhord 2x4 SP #1
design based on both MWFRS and C&C.
5e9118
!•3�:7iE:?
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.008 D
HORZ(TL): 0.014 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.316
TPI Std: 2014
Max BC CSI: 0.237
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
4001650F16 6E1E 10899A911F;BD 8955 F7
_This drasvinH bas.been elemankalN;sipxd .4 sealtd by
Manuel Mdttinw, PE, (Fl-'lu:_ WIM an th. dafe'sM m
ae*ae ulna: st+d•i'auv�ica�en s*'de.
Vibped "ropl*s of ink doawem'are,00t roodd id dared
and sealed and AheSM-1 adha d1W.. eode' mW,be
c&aiea on anv elettiwk mpi�u'..
f
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 288 /- / /214 1124 /98
D 102 /- /- /79 /15 /-
C 136 / / 160 193 /
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 19 0 B-C 43 -82
Maximum Bot Chord. Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fa�ricatinp, handlinga, shi pin , ingtalling and bracingq. Refer to and fgllow the latest a iti n of BCSI /IBuiidingggg
t Safety Information, b TPI and SBCA) far s��ty ractice's prior to performing these f�nctlons. Installers s al�_pr vide ter�porar
BCSI. Unless noted o herMse,top chord sha leha a properly attached structural sheat llg and bottom chord sll55all have a propper y
iid ce!liap Locations shown for permanent lateral restraint of webs shall have bracintl rnslalled per BCSI sections B3, B7 or 610,
a. AodTv orates to each face of truss and Dosition as shown above and on the Join[ Deta!Is. unless not otherwise. pefer to
failure to build the
r or cover pa e
n. The suf ability
any
aney
o;nponenrs, ur
SEQN: 686474 / T44 / EJAC Ply: 1 Job Number: 36CS00047
FROM: GLM City: 3 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 12.6 Ibs Truss label: EJ3 ... / ... 04/18/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
12
4 F_�
SEAT PLATE REQ.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
C
t
3'
Deft/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.002 D
HORZ(TL): 0.002 D
Creep Factor: 2.0
Max TC CSI: 0.171
Max BC CSI: 0.072
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
400165 OF 10 6E IE.10 89 9A 91 IF BD 89 SS FI
Tdisdmft eas b— elemouicov sived"A sealed Dq
.ManuH`Matlney P.6;(FI IUL NNW) oa t6t date tao
. npwe mine SNq•Sba,Ee"trz",ien wde.
Piioted "tiot'r ot:tah;dumncirt are, oor [uuiidticd dgned
•aiW sealed and"tht StWI amaem Q: cod Twt.ads
vibk0 oo+nv ekaronic topics:
T
U)
T
T
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 190 /- / /151 /87 '/57
D 49 /- /- /38 /7 /-
C .62 /- / /25 /43 /
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 19 0 B-C 20 -61
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire ext eme care in fabricating, handl!n , shiip!n , in dalling and bracinfq. • Refer to and fgllow the latest editi�n of BCSI (Buiidinggg
t Safety information, by TPI snr7 SBCA) for ty ractices prior to performing these functions. Installers shnsl _pr vide temmporar
BCSI. Unless noted o herwise,top chord shallenave properly attached structural sheathing and bottom c or s al] have a Propper y
lid ceiling.Locations shown for ermanent lateral restraint of w bs shall have bracing installed r BCSI sections B3, B7 or B10,
e. ADD 1V Dlates to each face oftrussand Dosition as shown aoove and on the Join�Details, i�neless noted otherwise. Refer to
arrey
✓✓✓ vmpvrtrnts, uc
:70454
007
FROM+': JAH 0 / T17 / EJAC Qty' 11 14EHB Ha den-26 50"H 4OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
�� Wgt:14.0Ibs Truss Label: EGE .. / ... 04/18/2019
1-6"12 2'
1'6"12 1 5"4
12
4 � D
1112X4(*` C T
=2X4(Ai)B HB 3"8 r
r
A E •-
1112X4
F
Loading
Criteria (psfl
Wind Criteria
TCLIf.
20.00
Wind Std: ASCE 7-10
TCD
. 7.00
Speed: 160 mph
BCLL
0.00
Enclosure: Closed
BCD:
10.00
Risk Category: II
Des
Des
�d: 37A0
37.00
EXP: C Kzt: NA
' .:
Mean Height: 15.00 ft
i
TCDL: 4.2 psf
Soffit:
2.00
BCDL: 5.0 psf
Loa
Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spa
ng: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top hord 2x4 SP #1
Bot 6 rd 2x4 SP #1
We 2x4 SP #3
Plat fig Notes
(") plate(,) require special positioning. Refer to
scalgd plate plot details for special positioning
design based on both MWFRS and C&C.
SEAT PLATE REQ.
�2'—�{
1, 1'6"12 15"4
1'6"12 2'
Snow Criteria (Pg,Pf in PSF)
DeflfCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.000 F
HORZ(TL): 0.000 F
Code / Mise Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.130
TPI Std: 2014
Max BC CSI: 0.013
Rep Fac: Yes
Max Web CSI: 0.034
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
400165 OF.19 GE1E 10899A 011F,9D,8955 FJ
-lhis':dtawiag has baa;d.=aicalw slgftd a W sealt9 by
,Manuel MaNney M OL lk;: 024 on. the date shown
u aa"o-e using u SHA-X`w .k d-udc.
-PoiotiA es 0:01% leaonent me "m C"asMercd s�gnM
•and tealed avd We' WA-1 autAeatitatlan toh,mnA'bt
�vuHieE on env etegiw4capies � '
♦ Maximum Reactions (Ibs), or'=PLF
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
E' 104 (- / /80 /51 /21
Wind reactions based on MWFRS
E Brg Width = 24.0 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 19 0 C-D 0 -5
B-C 7 -38
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 2 -1 F-E 0 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 111 -39
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fal)ricating, handlin , shippin , ingtalling and bracinc. Ref r to and fellow the latest etfiti�n of BCSI (Building
!"Safety Information, by TPI andd SBCA) for slfety �ractices prior to perroir t�iese %notions. Installers snal ovide temporar}7
BCSI. Unless noted o herwise,top chord sha I have properly attached structural sheet inI and bottom c ord s all have a pro erly
id ceilingg. Locations shown for permanent latqral restraint of webs shall have bracing installed per BCSI sections 83, B7 or �10,
e. App y lat s to ach face of truss and position as shown above and on the Join Details, unless noted otherwise. Wefer to
60A-Z for s 'aneard pate positions.
a division of
any
a to build the
The rsulQability
/ uney
✓ ompnuents, ec
1 Job Number:
I FROM: GLM81 / T11 / JACK I Wgt i6.8 Ibs Truss Hayden-265050"H°1OL /DR Horton /4EHB Hayden-2605 "H" OL DRW: 04/18/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Ci
12
5 ;
T
M
T
04
2X4(A1) B
a
A
D
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:19.33 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwali: not in 4.50 It
GCpi: 0.18
Wind Duration:1.60
Wind
Member design based on both MWFRS and C&C.
a
5'
A
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc 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 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.287
TPI Std: 2014
Max BC CSI: 0.178
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 18.02.01A.0205.20
WAVE
Nts £3 i a-
S AXE,: F
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 261 /- / /189 /133 /128
D 89 / /- /68 /17 /-
C 117 /- / /43 /106 /-
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 23 0 B-C 45 -100
II
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
:40o1'6sor l66FIE.30899A911f BD 89 SS'F7
nit dfawkg Gas oetn;elernouicalN sigotd'. vA §Wtglj
.Mmwel f4winetj VE. (FL l&. t41187) on the daie'taovm
anave asmQ i Sf1Aiiwinemi[Uirn tak.-
Vibud 60" d.tbk hrmceraere;uarconAdl d AFM
and sealed mid 1dt'90r1 autt W6 ti.. &,m 1,b,
;vmbie0 on aW eteWonlr'copies.,.. ..' ,.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatinn, handfl , shippin , installing and bracin . Refer to and follow the la est editi n of BCSI (Building
t S fety Information, by TPI �nc7 SBCA) for suety �ractices prior to performing these functions. Installers�shalQprovide teihporar / U11ey
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom c or shall have a propper y `J
hnid ceilingg. Locations shown for permanent lateral restraint of w bs shall have bracing installed per BCSI Is B3, B7 or B10, v n,nnenrs, Ir
Appiy Qlatgs to Bach face; of truss and position as shown a�iove and on the Joint Details, unless noted otherwise. liefer to f
SEQ
FROM: GLM97 / T9 /JACK I Wg1118 2 Ibs I Truss HLa yd -26 50"H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW: 04/18/2019
Des
Criteria (psf)
20.00
7.00
0.00
10.00
10.00
2.00
ation: 1.25
24.0 "
Top Chord 2x4 SP #1
Bot chord 2x4 SP #1
i- 2'
Wind C:Iteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.12 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
design based on both MWFRS and C&C.
SEAT PLATE REQ.
Snow Criteria (Pg,Pf in PSIF)
Pg: NA Ct: NA CAT: Nl
Pf: 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
51
5'
Defl/CSI Criteria
PP Deflection in too Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.005 D
HORZ(TL): 0.006 D
Creep Factor: 2.0
Max TC CSI: 0.395
Max BC CSI: 0.169
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4601650F.18 GEIE.1090 9A 911F.BD 8955 F7
Ws•A2wfnE bs been tieMnIMW 119nedaod,seaitA by
mi .Maei manina, Ps. (F:'a rmmZ m tie. dke`:snovm
.above asm(i SkINi-aaUrt"trtm'rc»."Ye.
:hmfed rydes 4t,hk s—M. a¢ nm eondN�M,eep.4
and aaled �d the 9A-1 ambead ,oa eode mnn be
.eaified on aMr eteaoou .'pies. . ... ..
C
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 335 1- /- /269 /190 /149
D 86 /- /- /73 /10 /
C 107 1- / /32 /96 /-
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 44 0 B-C 41 -97
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin , shippin , installing and bracing. Refer to and fellow the latest eL
n of BCSI (Building
t Saafety Information, byt TPI end SBCA) for s�tgty �ractices prior to performing these f nctions. Installers�s��r0vide terhporar�
BGSI. Unless noted o herwise,top chord sha I have properly attached structural sheat�ingg and bottom c d ceili.Locatins shown forDermannt latgral restraintof webs shall have bracing inst IledperBGSI sions 83, B7 or 610,
e. _ A", 'late. to each face of truss and position as shown above and on the :bins Deta�i s, unless noted otherwise. 13efer to
a division of ITW Nit in1 ompon0ntsh Gr9up inch shall net be responsible for any deviation from this drawing,anv failure to build the
thoofQrmance with S11 1 1, or ftor an in s i ping, installation andd bracin of trusses. A seal on this uurrawlinq or cover page
is frrawing, indicates acceptance of prb)essTbnal engineering reaponoibilit solely tp r the design shoviin. The satiability
5e o this t raw ng for any structure is the responsibility of the euiiding DesigrYer per Af$SI/TPI 1 Sg .2.
ur+eY .
✓✓✓ o:npnuenrs, ur
SEQN: 704532 / T24 / JACK Ply: 1 Job Number: 360S00047
FROM: JAH Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt:16.8 Ibs Truss Label: CJ5E I ... / ... 04/18/2019
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.0n
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
17
C
T Ito
T
if T
2X4(A1) B T Cl)
A
D
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
5[
'61
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.006 D
HORZ(TL): 0.009 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TO CSI: 0.245
TPI Std: 2014
Max BC CSI: 0.173
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified -Camber:
Plate Type(s):
VIEW Ver: 18.02.01A.0205.20
WAVE
**WARNING- READ AND FOLLOW At
"IMPORTANT* FURNISH THIS DRAWING TO ALL
as
a division of
IIOOI CS OFSB 6EIE.10894A911f.BD89 SSr7
Ihb".era[ving OaT:bart,de¢canlcdry'flgixOaM SealtAeq
Ma[md` 4 pey`Y.E. n lit:8mi4 w the date`:sb v
-aGov<minii SM6•1'"atM1e"[icalivn [ads
AhneA'co*—d ibh Jemm-em'are;nor`cauke[eA tlgne4
aid teMed wd tbe' 41A-1 amfieatii 6 ci0e:.W be
:cai/ieC on a[W ekpionl[ topics. '� ;.....• �:
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 259 /- /- /196 /113 /86
D 87 / /- /67 /13 /-
C 116 /- / /50 /79 /-
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 19 0 B-C 37 -73
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
INCLUDING THE INSTALLERS
1. , Refer to and fgllow the latest di n of BCSI Building
mmg these }tractions. Installer sal rovide to porary / pgey
ictural sheathing and bottom c. ord sl5all have a proEp�efiy `J
lave bracing installed pjr BCSI secti ns B3, B7 or B10, om nnerrrs, [
on the Join Details, un ass noted Nerwise. kefer to P
r any deviation from tlhis drawin9,any failure to build the
•ingg of trusses. y fea on thlS draw ran or cover puicauility
on ibilit solely f r the ,design sho n. The s
1 Job Number:
I 12 / T34 / JACK I y: j 6.8 Ibs Truss HLabel: -2605 H4
FRI: JAH 0L /DR Horton /4EHB Hayden-2605 "H" OL DRW: 04118/2019
T
7"3
1
Load�ng
Criteria (psf)
Wind Criteria
TCLL:
20.00
Wind Std: ASCE 7-10
TCD:
7.00
Speed: 160 mph
BCL
1: 0.00
Enclosure: Closed
BCD}1: 10.00
Risk Category: it
Des d: 37.00
EXP: C Kzt: NA
{
Mean Height:19.67 ft
NCBCLL: 10.00
Soffk 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spa ng: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top &ord 2x4 SP #1
Bot chord 2x4 SP #1
:Lt edge 2x4 SP #3:
Han ers ! Ties
(J) anger Support Required, by others
design based on both MWFRS and C&C.
19
4'4"8
4'4"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.010 C
HORZ(TL): 0.012 C
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.256
TPI Std: 2014
Max BC CSI: 0.162
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
400165 OF 186E1E 10 89 9A 911f,BD89" F7
ndf df .bg bas been; elan M.J?j dgned and's"ftp by
Masmer Maftimi, ME Qi- k. &i IM N thedate's nmi
<ab"ve afmg6 Sf1d S-aatbeuti[M1on awle.
,Planed aogies af'tais itamem we. no cm%fifai-ed fped
pad sealed wdv.74wi aw"ndaadoa,cade mist,be
�pnifie0 on anv elenaonu copies.,
0
C
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 164 /- / /104 170 /94
C 80 !- / /64 /22 /-
B 108 /- / /43 /98 /
Wind reactions based on MWFRS
A Brg Width = - Min Req = -
C Brg Width = 1.5 Min Req _ -
B Brg Width = 1.5 Min Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 41 -90
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q ire extreme care in fabricating, handlin , shippin ,installing and bracin�. Refer to nd follow the latest et�ition of BCSI (Building
t uSafety Information, by TPI an SBCA) for s.1 ety �ractices prior to perfo Ming theseatnotions. Installers sn�ll�r�vide tem orar+�
BCSI. Unless noted o herwise,top chord sha i have properly attached structural sheaf ing and bottom c or s all have a propper y
�id ceilin� Locations shown for permanent lateral restraint of wagbs shall have bracing Installed psr BCSI sections B3, B7 or 610,
re._ App y plates to each face of truss and position as shown ove and on the Join[ Details, un ess noted otherwise. hefer to
Components Gr4pp in . shall npt be regponsi le for any deviation from t is drawinq,an failure to build the
PI 1, or for Kano in chip in mst�ilatI t an bracin of trusses. A sea on this diaw�nq or cover pa e
acceptance of rolesis naT Qngmeegina resgonoibiliV solely for the design sho e. The suic bility
any structure Is �e responsibility of the Buildifrg Designer per ANSI/TP1 1 Sec.2.
J prrey
oxrpnrrenre, uc
18 Job Number:
FROM: GLM 3 / T20 I JACK I Mgt i2.6 Ibs Truss HLa yd �g 50"H"IOL /DR Horton /4EHB Hayden-2605 "H" OL DRW: 04118/2019
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category:11
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 18.91 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
12 C
SEAT PLATE REQ.
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.003 D
HORZ(TL): 0.003 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0 445
TPI Std: 2014
Max BC CSI: O.U85
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.O1A.0205.20
T
co
T
T
T
1
A Maximum Reactions (Ibs)
Gravity .
Loc R+ / R- / Rh
Non -Gravity
/Rw /U , /RL
B 191 /- /- /147 /101 /84
D 51 /- /- /40 /8 /-
C 63 / / /21 /57 /
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 23 0 B-C 24, ; -86
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
4001650F1B 6E1E10899A 911F,131).89 SS F1.
.IWs dtaetlag h. b— elatronl,alPrtlgrcd'.a" spitd'bp
idanaei'Mi tinetM' pi.'Ik:idr; M �oa ttie. dale`sh6wo
uDove uamg u SHP1`wamiuiWba wde.
V,imel'rnides, uttbk Iermmtm a, nm<tun+9dt M �iewd
+and retied mA.the`St1A-SamMeiicatiih'�ude-must'.De
ve,bied on anq etuuovk males:
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
req ire ext e e care in fabricatin ; handdlin ,shi pin ,installing and bracin . , Refer to rid fellow the latest edditi n of BCSI Building
Went rSafety �n�ormation, byt TPI an� SBCA) for s�tipetyractices prior to performing theseunctions. Installers sh
Q�rovide to porar�
Ser BCSI. Unless noted o herwlse,top chord sha I ha a properly attached structural sheathing and bottom c or s all have a proper y
ri id ceilinn.Locations shown for ermanent lateral restraint of w bs shall have bracin installed per BCSI secti ns B3, B7 or B10,
icab�e. AppTv plates t� el ach face o�truss and position as shown a�iove and on the JoinrDetails, unless noted ot�ierwise. befer to
Is 160A-Z foi�stanc�ar pate positrons.
a division of ITW B iid!n Compon nt Gr�yp InC. shall not be responsible for; any deviation from this drawiT an failure to build the
conf rmance withNSPI 1, or (or santllin shippin instailatron and bracin of trusses. A sear on this cttaw�na or cover pagB
this Srawing, Indicates acceptance 4f pr2tesspigna gnginegring responoibllity solely fqr the design shown. The sulMility
uney
✓✓✓ o nparants, lit.
it ,
Job Number:
I FRO JAH 34 / T26 / JACK I Wgt112 6 Ibs I Truss Ht abel: CJ3E0 H4OL /DR Horton /4EH8 Hayden-2605 "H" OL DRW 04118I2019 I
Loa ing
Criteria (psf)
Wind Criteria
TCLLN
20.00
Wind Std: ASCE 7-10
TCDL�:
7.00
Speed: 160 mph
BCLII
0.00
Enclosure: Closed
BCDI✓1.I��:
10.00
Risk Category: II
EXP: C Kzt: NA
Des Cd:
Des Ld::
37.00
37.00
Mean Height: 15.00 ft
2.00
TCDL: 4.2 psf
Soffi{:
Load!
Duration: 1.25
BCDL: 5.0 psf
ci
"
MWFRS Parallel Dist: 0 to h/2
Spa
g: 24.0
C&C Dist a: 3.00 ft
Loc. from endwall: Any
II
GCpi: 0.18
Wind Duration: 1.60
Top Chord 2x4 SP #1
Bot chord 2x4 SP #1
a
design based on both MWFRS and C&C.
12
4
SEAT PLATE REQ.
ia
C
Snow Criteria (Pg,Pf in PsF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.002 D
HORZ(TL): 0.002 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.132
TPI Std: 2014
Max BC CSI: 0.076
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
490165 nF186E3E10 899A 811F 8D89SSr7
Ihis.eta ft DM bm ela nyww s1g d aW sealtd,bv
Maimel tAittioey PE_QL'& fain)me'ihi—
,abouusing usNA•Sbuuwnirtwt soda
,Mvid tail". of this iwum m'atn, nci,c"ddN d Ogned
and sealed and the' 4W1 afttcemlietioa'a&,mun�be
�cuilled bn 4.9 ehtitranlc'tobits.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 190 /- / 1151 /87 /57
D 49 /- / /38 /7 /-
C 62 /- / /25 /43 /
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 19 0 B-C 20 -61
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a Ire extreme care in fabricating, hanI-�sIlyaccprMn
n shippin , ilistalling and braoin . Refer to and follow the lateat ed��ion of BCSI (Buildingg
t uSafety Information, by TPI find SBCft �rrg thenns. Insaller shBCSI.Unlessnoted othervnse,top cd shI (lave properly attachtructural sheathing and bottom c rieilgp.Locationsshown forDrment lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e.. Appiy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 1�efer to
any
failure to build the
VI or cover paf be
The suility
unei�
o,�rpn�tenr-+•, uc
r , 0
Ply:Job Number:
I FROM: GLM95 / T21 / JACK I Qty:gt'14.0 Ibs Truss HLa yd -2605 H40L /DR Horton /4EHB Hayden-2605 "H" OL DRW:
. / ... 04/18/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
C
12
5 �
T
T
2M(A1) B
r
M
31:
A
if
D
CV
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:18.70 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
SEAT PLATE REQ.
2' 3'
31
Snow Criteria (Pg,Pf in PSF� DeflICSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl UA
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(CL): NA
Snow Duration: NA HORZ(LL): 0.005 D
HORZ(TL): 0.006 D
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.637
TPI Std: 2014 Max BC CSI: 0.144
Rep Fac: Yes Max Web CSI: 0.000
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Plate Type(s):
WAVE VIEW Ver:18.02.01A.0205.20
4001650E 106E1E.10699A911f BD8955 Ea
spry ,*g basDecrt' j.V.WmW firded� nd'tealtil by
Marwel'Mimp&;!8. (ft ia: WHf1) ailke'diiei90
,dhdtt atbr a SNA•lbodm„i[4ian 1.&-
;VihaM toplet d1 ihh �enanem'are, dct;consMnM *-d
'and staled auA.the'S1A-3 auttieeUimioa ebde=mup'De
verBied an anv etewadic iohitt: ..
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /RW /U /RL
B 278 / /- /243 /169 /104
D 47 /- /- /54 /18 /-
C 45 /- /- /18 141 /-
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 44 0 B-C 17 -74
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> require extreme care in fabricating, handlin , shiop(n ,Installing and bracing Refer to Ind follow the latest efliti?n of BCSI (Building9
Went Safety Information, by TPI ent7 SBCA) far s�fetyractices poor to performing these tunctions. Installers snal provide temporary
per BCSI. Unless noted o herwise,top chord sha I have properly attached structural sheathingg and bottom c or shall have a Pro er y yJ
p ri id ceilinq.Locations shown for ermanent lai@ral restraint of w bs shall have bracing inst Iled p r BCSI secti ns B3, B7 or �10, om arerrrs, uc
icab�e. Appiv plates to each face, oiPtruss and position as shown a�iove and on the Joinf Detal�s, uneless noted ot�ierwise. kiefar to P
I
s 160A-Z for standard pate posftions.
a division of ITW B{1i!ddin�gCCompon?nts Grog In . shall not be re ponsible for any deviation from this drawiman failure to build the
conformance will— SUTP1 1, or for hantllir s�iq instillat i5n and bracin ppf trussels. A?eal onll IT arawin� or cover pa�eh
e6ii. drsut nn indrneae� enro tan— nU n loco no onn noorinn roonnn ihilifv sn ale nr the Pd: nn Rhn n- The 3u1 a lllty
4001650E 106E1E.10699A911f BD8955 Ea
spry ,*g basDecrt' j.V.WmW firded� nd'tealtil by
Marwel'Mimp&;!8. (ft ia: WHf1) ailke'diiei90
,dhdtt atbr a SNA•lbodm„i[4ian 1.&-
;VihaM toplet d1 ihh �enanem'are, dct;consMnM *-d
'and staled auA.the'S1A-3 auttieeUimioa ebde=mup'De
verBied an anv etewadic iohitt: ..
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /RW /U /RL
B 278 / /- /243 /169 /104
D 47 /- /- /54 /18 /-
C 45 /- /- /18 141 /-
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 44 0 B-C 17 -74
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> require extreme care in fabricating, handlin , shiop(n ,Installing and bracing Refer to Ind follow the latest efliti?n of BCSI (Building9
Went Safety Information, by TPI ent7 SBCA) far s�fetyractices poor to performing these tunctions. Installers snal provide temporary
per BCSI. Unless noted o herwise,top chord sha I have properly attached structural sheathingg and bottom c or shall have a Pro er y yJ
p ri id ceilinq.Locations shown for ermanent lai@ral restraint of w bs shall have bracing inst Iled p r BCSI secti ns B3, B7 or �10, om arerrrs, uc
icab�e. Appiv plates to each face, oiPtruss and position as shown a�iove and on the Joinf Detal�s, uneless noted ot�ierwise. kiefar to P
I
s 160A-Z for standard pate posftions.
a division of ITW B{1i!ddin�gCCompon?nts Grog In . shall not be re ponsible for any deviation from this drawiman failure to build the
conformance will— SUTP1 1, or for hantllir s�iq instillat i5n and bracin ppf trussels. A?eal onll IT arawin� or cover pa�eh
e6ii. drsut nn indrneae� enro tan— nU n loco no onn noorinn roonnn ihilifv sn ale nr the Pd: nn Rhn n- The 3u1 a lllty
SEQ 1704510 / T37 / JACK Ply: 1 Job Number: 360SO0047
FRO, JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 11.2 Ibs Truss Label: CJ3A .. / ... 04118/2019
1
12 B
5
=2M(l
SEAT PLATE REQ.
3'
3'
Loading Criteria (psft
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCUJ1- 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
TCD E 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCD: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 C
Des �d: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.004 G
Code / Mise Criteria
NCBCLL: 10.00
MeanHeight:
4.2 p :19.12 ft
TCDL: 4.2 psf
CreepFactor: 2.0
Soffita 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.186
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.099
Spa g: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCp!: 0.18
Plate Type(s):
i VIEW Ver: 18.02.01A.0205.20
Wind Duration: 1.60
WAVE
Top Ehord 2x4 SP #1
Bot chord 2x4 SP #1
design based on both MWFRS and C&C.
Q 0165 OF 0 aM 1089 RA U IF. RD 89 SS F7
This d.M.9 bar been tleRrodsa0+ sig d. aMd sealed by
•MaTI MaNne ," PE_pi: l&.f41182) oa tM date'06M
ao"." "slae a stin�i-�v�mioa �ws.
.hhnee. ini., al,sbh:eeaxnMs a%"os't"addercA sKned
-and pealed atiA.the' 91nd'autheetlsa8tia code ionsi'be
ve�Uiee on anyebictionk copies: ,. . .
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 119 /- /- /74 /49 /63
C 52 ! /- /42 /12 /-
B 71 /- / /28 /63 /
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 (Ibs)
Chords Tens.Comp.
A-B 27 -91
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
•'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q ire extreme care in fabricating handlin shiippin , installing and bracinfq. ,Refer to and fellow the latest e�itign of BCSI Building
t afety Information, by TPI anr7'SBC )forsa ety �ractices prior to perfo ming these functions. Installer s a� provide to orary
CSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom Aord st5all have a properly
]]id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10,
rile. AppTv Pplatees to each face oiPtruss and position as shown auove and on the Join C Details, unless noted otherwise. Wefer to
60A-Z foil standard plate positions.
a division of ITW Buuiidin ppomponents G,8,pp In .,shall not be responsible for any deviation from this drawinq,an failure to build the
Conformance with ANSPI 1, or for hantliin s�ippinSt' instgllation and bracing of truces. A seal on this dYaw�nq or cover page
this drawing, indicates acceptance Gf r�less'ibnal engineering respon§ibilitY solely for the design shown. The suifability
:e of this drawing for any structure is a responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2.
uney
�mpaterrrs, tic
SEQN: 704585 / T32 / JACK Ply: 1 Job Number: 36CS00047
FROM: DJH Qty: 10 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 11.2 IbS Truss Label: CJ1 / ... 04/18/2019
Loading Criteria (pst)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCI.L: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
A®
1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:18.49 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h12
C&C Dist a: 3.00 it
Loc. from endwali: Any
GCpi: 0.18
Wind Duration:1.60
Wind
Member design based on both MWFRS and C&C.
0
12
5 C
2X4(A1) B
SEAT PLATE REQ.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria .
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Defi/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.000 D
HORZ(TL): 0.000 D
Creep Factor: 2.0
Max TC CSI: 0.145
Max BC CSI: 0.016
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.20
4001 CS OF 1B 6E 7E 30899A931FBD.89 SS F)
INf'Oraa�iag Las:tieen;tlettloul[alp,sigaeA'aMsealeA,Lq
Marmel'Mittlnexj'P.E. ffLUL f4119?S oo ttie Aate'sLovm
ednve mh,g Y 6HA•1wNt"�f[pivn wde.
NbneA'cnpiet nl,teh /nnmicm v nac:condAeiM rigneq
pod teaiMan9 tee Sf1A-1'amheaticeiluL mh:masl'De
'anif&C wiry chNw¢topict. '-
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 148 /- /- /132 /96 /41
D 11 /-1 /- /19 /11 /-
C - /-13 /- /27 /27 /-
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 23 0 B-C 25 ' -14
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extra a care in fabricatin , handlin , shi pin ,installing and bracin . Ref r to and fellow the latest edditi n of BCSI Building
Component S fety Information, b TPI pnc� SBCA) for s ty ractices rjor to performing t�iese notions. Installer .9 Qpr vide to pora mfeY
bracing per B SI. Unless noted oythermse,top chord sha�leha a properlyattached structural sheathing and bottom c�ior�shall have a properly
attached r! id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing msf Iled per BCSI sections B3, B7 or 1310, O n rs ur
as applicable. Apply plates to ach face of , russ and position as shown above and on the Join C Detai s, unless noted otherwise. Refer to n
rawin a t 60A-Z fo s an and pate positions.
AlpinQ, a division of ITW Buiiddin Componfnts Grgpp In, shall not be responsible for any deviation from this drawinA,an failure to build the
truss m conformance with ANSI�PI 1, or for hantllmq shi2ini, installation and bracin 0f trusse)S. A seal on this etraw�in or cg4he rsuifabili
listin this drawing indIcates acceptance of pr tess na n ne8rinp re eon ability so el fQr the des n sho n.
and use of this drawing, for any structure is the responsibility of the Building Designer peryANSUTPI 1 Seo.2.
1
Job Number:
FROM GLM13 / T4 /JACK I Wgi 61 2 Ibs I Truss HLa yde -26CJ1 E H 40L /DR Horton /4EHB Hayden-2605 "H" OL I DRW; 04/18/2019
12
4 F_�
C
2X4(A1)B y�
r
T
A r
T
D
SEAT PLATE REQ.
1'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLd111j 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in IDc Udell U#
Gravity Non -Gravity
TCD k 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Loc R+ / R- / Rh / Rw / U / RL
B 147 /- / 1133 /100 /29
BCLt�. 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D
D 10 /0 /- /19 /11 /-
11
Des d: 37.00
EXP: C Kzt: NA
HORZ L 0.000 D -
R )�
C - /-13 /- /26 /24 /
Code / Mise Criteria
4
NCB�LL: 10.00
Mean Height: 15.00 it
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffits 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.133
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
LoadDuration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
MaxBC CSI: 0.015
C Brg Width = 1.5 Min Req = -
Spacl g: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearing B requires a seat plate.
GCp!: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.OfA.0205.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top Ihord
2.4 SP #1
A- B 19 0 B- C 20 - 9
Bot dhord
2x4 SP #1
Maximum Bat Chord Forces Per Ply (Ibs)
Win�I
Chords Tens.Comp.
Meryl
I er design based on both MWFRS and C&C.
B - D 0 0
40 01 6S OF 106E1E 10999A911F BD59 SS F7
1Ms:dawing bw be denrwicaiN:519 d md,sealed by
•Manuel , wha� PE, (R.'li4147n4 oa the date`sh"
uD"ve u,5,6 i SftA-lbud�c,di,nian wda
-vdated mPles, oe'tnh"�euunem arr;nm'ioori4�ed dents
�.d kd aaA-.tbe' W-1 autheaOiatFoa �ode'mnn"be
verified 0n erne etw-' k101it. .
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin , shippin , installing and bracing. , Refer to and follow the latest edition of BCSI Building
t �4afety Information, byt TPI gnr7 SBCA) for s�Tety �ractices prior to perfo ming these functions. Installerst shall provide to porary
CSI. Unless noted o herwise,top chord shall properly attached structural sheathingg and bottom c or shall have a pro pperly
]]id ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing inst ,lied per BCSI sections B3, B7 or 610,
)le. ADA plates to each face. of truss and Dosition as shown above and on the Join Detai s, unless noted otherwise. befer to
Of
J uircy
otnp""I' , uz
any
SEQN: 704615 / T13 / HIP_ Ply: 1 Job Number: 36CS00047
FROM: GLM Qty: 5 4EH6 Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL DRW:
Wgt: 37.8 Ibs Truss Label: HJ7 .. / ... 04/18/2019
5'4"4
5'4"4
9'10"1
4'5"13
0
12
3.54 p
2X4 C
N
M
�
=2X4(Al) B
a1 A
=5X6F E
SEAT PLATE REQ.
VY 9'4"2 5"1
9'4"2 '1 1
Loading Criteria (psg
Wind Criteria
Snow Criteria (Pg,Pi in PSFl
Deft/CSI Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.025 C 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.046 C 999 180
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.008 F - -
Des 00
EXP: C Kzt: NA
HORZ TL 0.015 F
( )
Code / Misc Criteria
NCBCLL: 0.0.00
Mean Height: 19.74 ft
Creep F2.tor: 2.0
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.382
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.609
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: No
Max Web CSI: 0.311
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 18.02.01A.0205.20
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Sot chord 2x4 SP #1
Webs 2x4 SP #3
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
40M 65 OF SB 6EIE 10909A911F.8D0955F7
1qk dr bf b. _bee" elcttrooka!N shoed--_ aM'nW d by
itaoael Mwfney 9E,(flail[. W1192) t6 die. fte AiM
-nb" us6,Q i SHA-ils a tk. "wde.
. vi6nrd'ralier'ef,r6k Iommnn:ase ner'eunireeiea signM
aM sealed -d, 1r`% 1 Wh6d it a'[o 4.0 be
vedfN on any ekevoolr roples.. .
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- 1 Rh / Rw / U / RL
B 324 /- !- /- /198 !-
E 368 / /- /- /121 /-
D 206 /- /- / 1216 /-
Wind reactions based on MWFRS
B Brg Width = 10.6 Min Req = 1.5
E Brg Width =1.5 Min Req = -
D 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 Tenn Comp.
A-B 8 -6 C-D 65 -70
B - C 557 - 673
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-F 647 -518 F-E 0 0
i
Maximum W9b Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 553 - 691
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extra a care in fabricating, handling, shippin , installing and bracin Refer to and fgllow the latest edit! n of BCSI Building
t ggafety Ini(ormation, by TPI pnc7 SBCA) fbr site% �ractices prior to performing trese f netlons. Installers sh d pr vide to orar
SCSI. Unless noted o herwlse,top chord sha I have properly attached structura sheatuhinq and bottom chord sl5al have a ropper y
]]ld ceiling. Locations shown forpermanent lateral restraint of w8bs shall have bracing installed per BCSI sect! ns B3, B7 or B10,
de. Apply plat s to ach face of truss and position as shown above and on the Join[ Details, unless noted ol�- erwise. hefer to
60A-Z for standard plate positions.
!vision of ITW B !I in Components Group In, shall npt be repeonsigle for any deviation from this draw! ant failure to build the
ifQQrmance with �t�SUI PI 1, or for andli s i�pin nst�llafi6bn ane bracing f Ctruses. A seal on this rleaw nq or coveragge
> Drawing, indicates acceptance 4f pr3#ess na • pg negring regporl 1 11 ty solely_ 9r the deslgn shown. The uifability
aney
✓✓✓ owranenrs, ur
SEQN 704625 / T1 / HIP_ �Ply:l Job Number: 360S00047
FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
k Wgt: 26.6 Ibs Truss label: HJ6E / ... 04/18/2019
C
2.83 �
LO
r �
N C4
N N
2M(A1) B
5 A
E D
SEAT PLATE REQ.
8' 1 "9
:J -�
811119
i
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI1CSl Criteria
♦ Maximum Reactions (Ibs)
TCL N 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCDq: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
Lac R+ / R- / Rh / Rw / U / RL
BOLL, 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
E 247 /- I I 1126 /-
BODE 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 D
D 120 /- /- /23 /-
EXP: C Kzt: NA
HORZ L 0.038 D
C 261 /- /- !- 1199 /-
NCBCode
Mean Height: 15.00 It
I MIsc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffi� 1 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
BldgCode: FBC 2017 RES
Max TO CSI: 0.781
E Brg Width = 10.6 Min Req = 1.5
Req
Loa c puration: 1.25
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.468
D Brg Width =1.5 Min = -
C Brg Width Min Req = -
Spacr g: 24.0 "
hh
C&C Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.000
i id
Bearing E is a rigid surface.
f
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Bearing E requires a seat plate.
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (ibs)
I!
Wind Duration: 1.60
WAVE
VIEW Ver: 18.02.01A.0205.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top 'Ihord 2x4 SP #1
A - B 10 - 7 B - C 60 - 46
Bot Vord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Loading
Chords Tens.Comp.
11
Hipjack supports 5-9.0 setback jacks with no webs.
B - D 0 0
Wind
WiJ loads and reactions based on MWFRS.
U.rs draWNI has been'ekrnookaW signed and Stand ,0p
Mawei"Marine:,-'M M.irr.:frt 02) oa thedate sAann
• nboa< osbi a e attA•laatt¢nticatian teen.
D+intid rnides,,t iAk lmnnem ate no rnnsFdercd rtieed
and seated aid Ahe SHA-1 auMeadiatlon trade ®ast be
ye m on am, etemonk loiter.
•`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handdlin , shippin , ingtalling and bracing. Refer to and follow the latest editi n of BCSI (Building
Com rent Safety nformation, by TPI and SBGA) for s ship
ty ractices prior to perfofming these functions. In shah rovide temporaryu�t�y
bracir�g per BCSI. �nless noted otherwise,top chord shallenave properly attached structural sheathing and bottom chord sf�all have a roppriy
attached rigid ceilingp. Locations shown for permanent lateral restraint of webs shall have bracingp installed p0r BCSI sections B3, 67 or 610, o;n rs, t�:
as applicable. Appt� plats to ach face of truss and position as shown above and on the Join f Details, unless noted otherwise. ktefer to t
rawltngs 160A-Z fo scan and palate positions.
AlpinQ, a division of ITW B ildin Components Gropp Inch shall not be responsiE?le for any deviation from Shis drawl any failure to build the
ttrusSS rn conf rmance with �NSI�PI 1, or for antldHAM in , cost Ilati' n anal bracingp of trusses. A sea on tthi rlrawtnp or cover pa e
lists this tlrawin9 Inr<iicates acceptance of bna� eng�neerina re on§Wilit solely for the das�gn shown. The sul ability
and use of this drawing for any structure is esponsibility of the Hulldling Designer per ANSIRPI 1 Sec.2.
SEQN: 704524 / T42 / HIP_ Ply: 1 Job Number: 36CS00047
FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL DRW:
Wgt: 15.4 Ibs Truss Label: HJ3 / ... 04/18/,2019
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL- 0.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
A
12
2.83 C
T TN
2X4(A1) B
T
7 r�'
T
7E D
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCp!: 0.18
Wind Duration:1.60
Loading
Hipjack supports 2-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
412113
412113
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA .
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.001 D
HORZ(TL): 0.002 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.078
TPI Std: 2014
Max BC CSI: 0.056
Rep Fac: No
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 18.02.01A.0205.20
4001650E 3B 6E7E 30899A911f,BD 89 SSr7
Thw drawing bel been elemnIMN.elp ed. WA $ea td R4
MMel MWrt 4.l M (FLIk.. firIM ba'the'Me 66M
Pd.t,q 6pk,c 0011"4e 041, iwre.dit.a Iii-d
Ad W10 id.ihe %Wi autK_ettketloa �ode.r"we D'e
aesbied on agr.kwooic miles. ,. .
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U !RL
E 83 / / /- /46 /
D 29 /- /- /5
C 62 /- /- /- /47 /-
Wind reactions based on MWFRS
E Brg Width =10.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Bearing E requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 6 -4 B-C 14 -11
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
"trusses req Ire extreme cafe in fabricating, handdlin , shippin , !ngtalling and bracin . , Refer to and follow the lattest iti n of BCSI Building
Component Igafetysnformation, by TPI pne Sl for s�tf ractices prior to performing these functions. Installers s d prov'Ide to oraryl 1 u11
bracing per BCSI. nless noted otherwise,top chord - i h i a properly attached structural sheathing and bottom c or d shall have a roper y `J
attach �d riflid ceiling Locations shown for permanent Iatgral restraint of webs shall have bracing instglled pejr BCSI sections B3, B7 or 910, om nrrents, ut
os app Icable. Apply plats to each face of truss and position as shown above and on the Joint Detal s, un ass noted otherwise. befer to P
rawings 160A-Z for siian aril plate positions.
Alpinq, a division of ITW B ild!n Components Grnpp In, .shAII not be resconsible for any deviation from this drawinp,any, failure to build the
truss in c nfdormancge with �NtS PI 1, or or an Ipmg s IDcln� ienstallatiebn aantld brapcino gf rtuVsse)S. A seeal on this draw rag or cp e,Suaiabilit
alndnuse�of thisngrawing for any structure is me treespfonsibiliryfiof thra euIlld�hg Desbigrier peryANSIRPld1 Soc.2hown. y
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Oro 140 Mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = LOO
Or, 120 moh Wind Sneed. 15' Mean Helaht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) Ix4 'L' Brace si
<0 2x4 'L' Brace x
(2) 2x4 'L' Brace r-
(1> 2x6 'L' Brace -
(2) 2x6 'L' Brace w
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 10,
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
S P f
#3
3' B'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
U
Stud
3' S'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
S
o
H F
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
11' 1'
1 14' 0'
14' 0'
#1
4' 0' 1
6' 8'
6' 11'
1 7' 10'
8' 2'
1 9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
02
3' 10,
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
9' 7'
12, 2'
12, B'
14' 0'
14' 0'
d
N
F
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, ill
11' 8'
14' 0'
1 4' 0'
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, Ill
11' 8'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' P.
6' 7-
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' '
9#3
8' 10'
9' 3'
10' 7'
11' 0'
13, 11'
14' 0'
14' 0'
14' 0'
+>
S P F
4' 2'
7' 1'
7' 9'
e' 9'
9' 1'
10, 5'
10' SO'
13' 9'
1 14' 0'
14' O'
14' 0'
U
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
H F
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' 5'
10' 10'
12' 8'
13' 7'
14' 0'
14' 0'
O
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
It, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
11' 0'
13, 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
e' 6'
9' 1'
10, 6'
10' 11'
13' 4'
14' 0'
14' 0'
14' 0'
01
I
D F L
Stud
4' 4'
6' 5'
6' 10,
6' 6'
9' I'
10' 6'
10, 1t,
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10' 10'
it, 10'
12, 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
10' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
1 8' 2'
e' 5'
9' e'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
u'
U
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10' 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
H F
S d
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
14' 0'
A' 0'
14' 0'
14' 0'
X
#1.
5' V
8' 5'
e' e'
9' 11'
10, 3'
tl' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
410'
S' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12, 1'
14' 0•
14' 0'
14' 0'
14' O',
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, i'
11' 7'
12' 0'
14' 0'
14, 0'
14' 0'
14' 0'
D F
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
l4' 0'
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
1 12' 0'
13' 7'
14' 0'
14' 0'
14' 0'
Truss
Diagonal brace option -
vertical length may be
doubled when diagonal
brace Is used. Connect
diagonal brace for 600#
at each end. Max web
total length Is I4'.
Vertical length shown
In table above.
2x6 DF-L #2 or
better diagonal
bracel single
or double cut
(as shown) at
upper end.
About
Connect dkgona-rat '
midpoint of vertical we. Refer to chart above for rl
wARNDKR,m READ AND FMIZV ALL WITS ON TILLS DRAVINW
..WMTANT - FURRISM THIS DRAYING TD ALL CDIIIRACTORS MMLMIM TIC UGTALLERS.
Trusses require extreme care In fabricating, handUrg,.shipping, Instaltin and bracing. Refer; to and s
Follow the latest edition of BCSI (BuRde,g Component Safety Information, r+iy TPI and SBCA) for.. safety
practk.s prow to perfm^Mng these funcelans. Installers shall provide temporary brocing per BCSL �J
Unless noted otherwise, top chord shall have property attached stwucturol sheathing aM bott chortl
shall have a properly attached rigid telling. Locations shorn For permanent lateral restraint of webs ,
n� shall have bracing Installed per SCSI sections P3, B7 or BIO, its npplkabla. Apply plates to each Face
1'rL___II of truss antl prtlam as shown above and an .he .laiht Details, witless mated othe,wlCe,
=LJ Refer to tlrnwV,gs 160A-Z for standard plate Positbns.:(j
Alpine, dlvitlan of IN m Buito"ing Conpents Group Inc shall not be esp-Line for any d-1.tlon from
AN I W COMPANY tHs drawing, any fallure to build the truss in conformance with ANSI/TPI 1, or for harMling, shipping, �F-
4nstallatim a bracing of trusses. y.
A seal on this drawlnn or cover Pape WL n this drawing, bldicates acceptance of prefesslmnl vy
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hen -Fir
#1 / #2 Standard #2 Stud
#3 Stud #3 Standard
Douglas Flr-Larch Southern Pinewww
#3 #3
Stud Stud
Standard Standnrd
Group Bi
Hen -Fir
#1 & Btr
#1
Dou ins Fir -Larch Southern Plnew.-
#I #1
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Board>.
■-For Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these ,odes. 11
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plF over
continuous bearing (5 psf TC Dead Load).
Goble end supports toed from 4. 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' min) nags.
X For (1) 'L' brace, space nails at 2' o.c,
In 18' end zones and 4' e.c. between zones.
*)Fop For (2> 'L' braces, space nails at 3' o.c.
In I8' end zones and 6' o,c. between zones.
'L' bracing must be a minimum of 80'/, of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No Splice
Less than 4' 0' 2X3
Greater than 4' 01, but 3X4
less than 11' 6'
Greater than It' 6' 4X4
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
ngth,
not addressed by this detall.
REF ASCE7-10-GAB16015
DATE 10/01/14
J '
DRWG A16015ENC101014
Ak 1'!i 1Ci bl I-
Ak
i`��?`,�� MAX, TOT, LD, 60 PSF
13389 Lakaf-1 Drive for any structure Is ore the
-spoonnnffialty or re this he lio�generaePLIA s page and lthesei_y b sites :`y/paas`n �+� tit`'`.. - _ _
Earth City, M083046 '0fi°='ntttt MAX, SPACING 24,0'
ALPINEi wormatot altw.conl TPI- worwAPinstargl SBCN www.sbchdustry.owgl IM v"JccsaF..org
Gable Stud Reinforcement Detail- _
ASCE 7 _101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ort 120 mph Wind Soeed. 30' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00
S
2x4
Gable Vertical
pacing Species A�Brace
No
Braces
(1) Ix4 'L' Brace w
C) 2x4 'L' Brace x
(2) 2x4 'L' Brace w
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace r
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 8'
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'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' it,
13' 7'
14' 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' 111
13' 7'
14' 0'
Q
P
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
41
3' 10'
6' 4'
6' 7'
1 76'
7' 9'
8' 11'
9' 3'
11' 9'
1 12' 2'
13, 11'
14' 0'
—j
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
iU
D F L
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10' 10'
13, e'
14' 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10' 1'
10' l0'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' It,
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'
13' 9'
14' 0'
14' 0'
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' B'
9' 11'
10' 4'
13, 1'
13, 7'
14' 0'
14' 0'
U
O
H F
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' e'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' t0'
12' B'
14' 0'
14' 0'
all
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 111
10' 2'
10' 7'
13' 5'
1 13' 11'
14' 0'
14' 0'
S P
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
Ql
D F L
1 Stud
4' V
5' 11'
6' 4'
7' 11'
B' 5'
10, 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' G'
9' 5'
t0' 2'
11' 0'
11' 9'
14' 0'
14, 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 5'
7' 7'
8' 1'
9' P.
9' 6'
10, Il'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, 11'
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, 11'
11' S'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
e' 3'
9' 5'
9' 9'
11' 2'
It, 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
11' 1'
11' 6'
14' 0'
14' 0'
t4' 0'
14' 0'
d
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
I
n
1J F L
Stud
4' 6'
6' 10'
7' 3'
9' i'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
i4' 0'
o
Standard
4' 5'
6' 1'
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12' 8'
13' 7'
14' V
14' 0'
Bracing Group Species and Grades -
Group A,
S ruce-Pine-Fir
Hen-Flr
tll / #2 StandarC
#2 Stud
#3 Stud 1
#3 Standard
Doll tas Fir -Larch
#3
Southern Pinewww
#3
Stud
Stud
Standard1
Standard
Group Br
H..-FL-
#1 & Btr
#t
Dou las Fir -Larch
#1
Southern Plnetlww
#1
#2
#2
Ix4 Braces shall be SRB (Stress -Rated Board).
xxFor Ix4 So. Pine use only industrial 55 or
P Industrial 45 Stress -Rated Boards. Group B
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
synn
y;
Attach 'L' braces with 10d (0.128'x3.0' min) naps.
Aboutl
�
31E For (1) 'L' bracer space malls at 2' o.c,
Gable Truss
In 18' end zones and 4' o.c. between zones.
)K)KFor (2) 'L' braces- space nails at 3' o.c.
Diagonal brace option
T
In IS' end zones and 6' o.c. between zones.
vertical length may be
doubled when diagonal
i#
'L' bracing must be a minimum of 807 of web
brace Is used. Connect
l
L
member length.
diagonal brace for 6900
1
'L'
t
Gable Vertical Plate Sizes
at each end. Max web
Brace
total length Is 141.
ii X
I Vertical Length No S lire
I�
2x6 DF-L #2 or
less than 4' 0' 2X4
better diagonal
'r
Greater than 4' 0', but 4X4
Vertical length shown
brace) singte
8,
less than 12' 0'
In table above.
45
or double cut
(as shown) at
L
1
+ Refer to common truss design for
upper end.
peak, spllce, and heel plates.
ntlnuouz Bearing
Refer to the Building Designer for conditions
Connect diagona at
not addressed by this detail.
(Nm(
midpoint of vertical web.
Refer to
chart above
for max ga+b4ellulr
length,
—WARNDdB— READ arm FMLUV ALL NOTES IN THIS MAW
•wnwDRTANFURNISH THIS FURNITHIS DRAVING TO ALL CONTRACTUM DCLUDING THE INSTALLERS
.�` �,�
REF ASCE7-10-GAB16030
DATE 10/01/14
Tfasses rryule ewt-re care to fabricating, handllrg, Oopptrig, E- talung and bracing. Refer to and
Pallor the latest adivon of BCSI (Busmng Compcnwnt Safety Information, by TPI and SSCA) far safety
��
(� GINS
prnetices prior W perforning these functlons. IrxWllers shall provide tenparory bratlrg per BCSl
top have bottom &wd
p`1' �''
unless mated otherw•se, chard hall property attached structural sheattdnp an
shall have a properly attached Held cellb-g. Locations SYroM for permanent lateral restraint of wets
chap have bracing Installed per SCSI src ens 83, 87 w BID, 6 mppticable. Apply plates to each face
NO
DRWG A16030ENC101014
of truss and position as shown above and — the Jolnt DeWls, unless noted otherrlse.
Refer to droeings 16OA-2 for standard
plate positions,
Alpine, dNislon of ITV B.R Components Group Inc shall not be responsible for an devlatian from
ATE OF
n1a rrweoMPANY
a
tw: drawng, any failure to ti the -truss canfarnarce with NI I/TPI 1, or for haxA�g, shppo-g.
installation i bracing f trustee.
I �O l� JQ
A% �
MAX. TOT. LD. 60 PSF
A seal — this drawing or cover pope Listing this drawkg, 6Wcates acceptance of professional
Far 4fx dask�n The sultoblilty and use of this drawing
9 C F1 �y `'_� `I
i OJ(w R v '
rn�eerb� responsa+Nty solely whom
Far any_ }s ruetur Is the recpornAlgty of tlw BUAtlirg OMgner per ANSVTPI t Sae2.
yh�
��� v �1,
MAX. SPACING 24,0'
13389 Lakefront Drive
e"h City. Mo 63045
Far nore Information see twl: Job's general notes page and these web sited
�aZ
��`j¢t?.,1'(��� ;{tti°aa
ALPINE, wrw.ntpineltw.coml TPA www.tphstorgl SBCA, wwasbclWustryargl IM w .1ccsafearil
�(� 1
'T
Relnfoi
Menk
Go
Tr
Calcite 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,
0c
s 96
No 'L' or 'T'
brace required
In lieu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
Gable vertical length
greater than 48' 'L'
or 'T' brace required
Gable Truss Plate Sizes
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
+)Refer 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,
Example) 2*2X4
2X8
Provide connections for uplift specified on the engineered truss design,
Attach each 'T' reinforcing member with
End Driven Nalls-
10d Common (OA48'x 3.',min) Nails at 4' o.c. plus
(4) nails In the top and bottom chords.
Toenalled Nails,
10d Common (0,148101,min) Toenalls at 4' o,c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEEIDID14
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length,
"WARMINGSW READ AND FM1Md ALL WrM ON TFn DRAWD&GI
/sDFORTWr" FURNISH THIS DRAWING TLL ALL CINIRACIMS DCLUDDIG THE INSTALLERS,
Trusses requFe extreme care In fabricating, handling, sWing, Installing and bracing. Refer to and
&low the latest edition of SCSI ("&V Component Safety Information, by ToPrI and SnBdCrA)) for safety
&ea es noteddbo to perfornft these, functions. thsr alse, tap charld shalt have proppe�rtylnattached Rstruc� structural sheath4ig and per
chor
will have bracing Installed per attached SCSI gild se s Locations
B7nor shown for
- Apptyyrplaies toheach faces
truss and position as shown above and on the Joint DetaBs, unless noted otheMse.
�fer to drawings 16OA-Z far standard plate podtbns.
AN I i w wMrMN T this drawing, any failure to bWd the truss In conformance rlth�UlSI/TPI-�01' fd' hnnGing: shtp�
Installation S bracing of trusses.
A atol a, this drowkp or cover p= UsMg this drawng, indicates acceptanor of professional
eepbverlrp solely for i0r design sham. The suitability and use of this drawft
13M9 Lakekwt DrW far any stnv¢brro • is tlr responsU ty of She D A&V Designer per ANSI/IPI I Sec&
WhCily,MOMM e, mucor mwre� orlmt see r I gerwwr°el notes and t es web�srom .
Nn a�7Ea2
STATE OF
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - Or - End -nail
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord,
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
Examples
ASCE 7-10 Wind 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) = 30% = 1,30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
'T' Relnf.
Mbr, Size
'T'
Increase
2x4
30
DUR, FAC, ANY
MAX, SPACING 24,0'
REF LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
Hip Frame Details 4 Hip Frame
B 1
2
1'R'
Lthed
Use
ASCE
this detail
7-10, 180
for,
Mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C, or
Hip Frame
Hip frame
- provided by truss Manufacturer,
is designed to provide bracing for flat top
ASCE
7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D, or
chords of
hip frame system where indicated, Flat top
ASCE
7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II, Exp C, or
chords of
stepped hip system must be So, Pine lumber.
ASCE
7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II, Exp C,
4 abets must be properly attached directly
Residential,
Wind
TC
DL=4,2 psf, Kzt=1,00
To h1Q 11
To hio.a'f��jJ►���'d(4rUns,
7VARNBQww READ AM FGLLOV Au NUM CH THIS BRAVM � ��- GEN ��
w.nwrnTANrw' REF HIP FRAME
Trusses requre ewtrene care b FIRNISiI Twsratavu+G TD ALL corTRADITSLc RCIUOBiG THE n+sTALLERc Pobricatlnp, handling, snppk,0, 1..tatUng and bracing. Refer to and ���� V� SF Cfi DATE 10/01/14
fallow the
latest adltion of SCSI CROoing Conponent Safety Infornatlon, by TPI and SBCA) for safety z Na
pr.ctkes prior to perf.," these functions. Instntters shall prowide tenporory brodng per BCS1.
unless noted otherwise, top d,ard shall have properly atWthed structural sheatitl 0 and button chord _e' * = DRWG HIPFRI801014
sh.0 have n properly attached rlIpaid ceftV4 Local bns tiara for permanent lateral restraint of rabs. _
Q ��� shot! have bd rot Installed per BCSI sand ca B3, J or B10, as unIesshno Apply elutes to each Face 's g. A E
of truss and po sltion as shorn above and to the Joint Beta0.s, uMess noted athenlse.
Refer w draw Us faOA-z far standard plate positrons. = .o / OF
Abine, a divBion of ITV BuUding Conponerrts Group Inc. shot( not be responsible for ony devlatlon from � tQ^
AN Rw �1\APANY tws drawing, any fo0.ure to b,/ld the truss in conformance with ANSI/TPI 1, or for twntlling, sMppbmp
Nstollatlan L bracing of trusses. any 1 ��r
A seal on tNs drawing or cover page U-'tVQ this dm ins, Yrlcates nccaptnnce of prnFesslonol �,r� / �sg�,\ rg ti;,•
�orespons9wBty sa1Ny far the deaiprn Mang Bas7grner' peryNL WW1 I Sect. �� f Tt �5��AL
13389 Lakefront Drive for on Is the raspornshilty oP tiro Htil .yAs
Earth Cily, MO 63045 For, non InFornation see this job's general notes page and these web sites, ��dlllJIB$ElWO'
ALPINE- wwralphaltw.coni TPB swrtp1nztorgj SBCA, rr..abcL d.stryorgi ICO wrwicosafe.org
TIM
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ME9
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'umoys so
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00'1 = :�z)I 13sd S=-IQ 61 pul/'1 'Q •dx3 '6ulpling
pasopu3 ':1-y61aH uoaW ,OE •ydw 041 OT-L 36Sd
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Piggyback Detail - ASCE 7=10i - 160 mph, 30' Mean Height, _-Enel-osed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 Ft Menn Hgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0.
Or 140 nph wind, 30.00 Pt Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
I'm Refer to Engineer's sealed truss design drawing for oinavl ack and base truss specifications,
Detail A I Purlin Spacing = 24' o.c, or less
12
Up to 12
24' o.c. max
4'
i—Top Chord Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing in between,
Detail B , Purlin Spacing > 24' o,c,
Piggyback cap truss slant nailed to all top chord purlln
bracing with (2) 16d box nails (0.135'x3,51) and secure top
chord with 2x4 k3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.13510.51).
Up to 12 V I I
4'
\\ I I \\ / I I I I �_urllSparing )
24'' oc, max
L''le .
Full Flat top chord purlins required at
Top Chord Scab (Typical Each End) Chord both ends, purlln spacing > 24' o,c,
Depth
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max. and use Detail A. l�+p!lfiili!)j
"WARt@lfia REAR AND FBLL 3V ALL NaTTES OR TICS MAWMG ,•\ _ `\ \ q A�fFt
sR181liTAHTs• FMaSH THIS BRAVING To ALL CGIf iWTURS INaImING THE INSTALLERS
Trusses require extreme c w in fobricatIM h.ndUng, shipping, InstoWng and br dn9. Refer to and
fell, the latest edition of 11 11, renpanent Safety Iformotion, by 11 and SBCAI for safety
practkes prior to perfornmg these functions. IMULL rs shall provtdo tenpo—y bmeing per BCSI. u,(�
(hies rested otherwise, top chord sh.0 hove properly attoched etructwal she.th1N and bottom d+ordzzN l t
shall hove a properly atte.hed rigid ceging• L... Von. shown for p.—ru,nt lateral restraint of webs
Q )NF
hall have bredng Installed per BCSI sections th J or Bea as r Aessbno Apply plates to eaU Paco of truss ad InppositionO -Z form above arcs a the ions( OetoRs, unless noted otherwise.
Refer to drewing6 I60A-Z for stantlartl pWte positions.
Alpine a dlvlsion of ITV BWttlina Conpononts Group Inc shall not be responsible for anyy devlotlun iron qTh
AN f11N COMPANY iNs drawing, any failure to bond the truss In con ornonee xla, ANSVTPI 1, or for FwndUng, sNpphp, Gle
.ah
Instoltrt on 6 bredng of trusses. y -
A seal on tNs drawing ar mver pope Cst�,g tfds drnwhp, hAcates acceptance of professlonml ++� ppvy, (,,
respor,:mlUty sdelY far the design shorn The s,itobGky and use of thk droehg �6 4J I r ,1..
13389 Lakehonl Drive for any a the Is tM rospors6.Wty of the ®.,adlnft Ileslg,er par ANSVTPI 1 Soc2 �F,p 'V
1338 Clty,M083048 or riore F�rnotloT we th �,pb'c ^pen�rnl notes �Re and thacerweb sltes+e...,.... �rG, v\\
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails <0.135'x3,5')
and secure top chord with 2x4 N3 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the Flat top chord
using (2) 16d box nails <0,135'x3.5').
The top chord R3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trulox
plate attached with (8) 0.120'x1.375' nalls, (4)
Into cap TC 6 (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'x1,375' nails. Notes Nulling thru holes of
wave plate is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'x1,375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' <min) APA rated sheathing ssets
(each face). Attach @ 8' o.c, with (8) bd gucommon
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 02, full chord depth scabs (each face),
Attach @ 8' o.c. with (6) 10d box nails (0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces,
28PB Wave Piggyback Plate
One 28PB wave pigggyback pl:.te to each face
@ 8' o,c, Attach {eeth to pp1 g b¢ck at time of
fabrication, Attach to supp0 Ing truss with
(4) 0.120,x1.375' nails per face per ply.
Piggyback plates may lee staggered 4' o.c. front
to back faces.
24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
CLR Rein-Porcing
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired,
Notes:
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-rein forecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Relnforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf.
2x3 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-relnforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
010 Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforcement: or
L-Reinf•
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',min) nails
at 6' o,c. Reinforcing member Is
a minimum 807 of web
member length.
T-Reinf, L-Reinf,
Scab Reinforcement:
Apply scab(s> to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 807 of web member length.
Scab Reinf,
nlNPatTANT" n emu TMS WAVING TWAD NO O °LL�CWTRRAACMRNOTES S u�11�.YS � THE INSTALLEF .
��`````\�^L 'VI,��`yf'�y�i�
TC LL PSF
REF CLR Subst.
Trusses require extreme care In fabricating, handling, shipping. lnsta'.Ong and trpclr,p Refer to nM
follow the !¢test e,Btlon of HCS[ <BuRrsnp Component Safety Blfornatlon, by TPI ¢ntl S$CAI for safety
"' ""
"sections
C / *
�� /�CA� /�}
NS �l,,�A
TC DL PSF
DATE 10/01/14
-
DRWG BRCLBSUB1014
pprractices prior to perfornln8 these functlons. Installers shall provide temporary b—i g per BCSL
Unless noted otherwise, top chord shall hove properly attached structur¢l sheathing and bottoh chord
` v\C
` 4"
C DL PSF
a
(7 ���
d 11 ILJ1�
I�ILIr=�
Locations113,B7shorn for peral'U. Appllatey restraint of aces
rlppld sections
shall hew k properly ailed par Plates,
hove Installed par H3, B7 or B10, as applKahle. Apply pintas to each Pgco
on the Jant Oetnes, unless noted otherwise.
of truss and position os shorn b.- plate
Refer to draw tie 1cm .. for standard d . positions.
A
Ff
.A
C LL PSF
-_
II
Alpha, ¢ lBvWon of ITV BWlding Conponents Group Inc. shall not be responsible for any drvlatlon from
f� i
Di
:TOT, LD, PSF
AN rrWCOMPANY
this dr¢dnp, any faRure to bJld the truss in canfornance alfh ANSI/TP[ I, or for har�lnp• sh!PPinp•
- -,o {�'� (�E
Instagation L tratl,g of irvsses.
A srol on this drarMp ar caeca page llstb� tWs tlrarY.g, Indicates occeptnncr of proPessloml
f �espaesbRL 9lN�ar-*„r-design_sl,ate,.—Ttie�l,itawBty_a.d_usr_af tNa dra.Mp
r�Mu�p 4�s
AN
112 µ, Q
� 6�- 4 � Y^ (�, ��
_ —
DUR. FAC,
133891.akefonl DAve
Farah City, M0630A5
for ran sty ruct+re Is the respanafbOf�ofZlm—BuA'd6g-'Be,<pner'per-ANSVTPl-t-Sec2 - -
ALPINE—trInaltw.comiaTPLrww3pinstorg general
ar�sbclndustryarglrICOrrrrlccsofenrg
- (7 -_� _
�'�4p,.1 /j`jAIAI V. �.�ld�$`
SPACING
Cracked or Broken Member -Repi it 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 break per chord panel
and no More than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = 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) = (2XL) + (B)
Scab member length (S) must be within the broken panel.
Nail Into 2x4 members using two (2) rows at 4' o.c., rows staggered.
Nall. into 2x6 members using three (3) rows at 4' o,c„ rows staggered.
Nail using 10d box or, gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f,
This repair detail may be used for broken connector plate at
mid -panel splices,
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
s
L L
Typical ~
O + 0 + O + O +
—{ 2' [--
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailsi
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18°
975#
1055#
1295#
1415#
Web or Chord
2x4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
r
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
Nlnlnum
L Bistonce
B
L
L
Nail Spacing Detail Ij L
>,AIARNIera� ISAD AIm faLOv aLL raflTES ON DOS DMWD B �� —�`v , REF MEMBER REPAIR
nDtPORTANTv FIBtNISH TFOS OKAYING 7D ALL 07NTRACTORS DELUDING THE UCTALLERS. Q.` �)Y p� �s
Trusses re W ax"- care In fabrkatig, hantllln , cKppl g, Installing and br..kv. Refer to aril � t7
*allow the lai �t emuon of BCS1 (aoLmng Conponent Safety Infornatwn, by TPI and SBCA) far fety S `� �' t„ar> DATE 10/01/14
practicas prior So Performing these f,m[tlms Installers shall provkM tenpornry traMg per BCSL No. C
.,,less noted otherwise. top chard shod hove properly attached structural sheathing and bottom chordDRWG REPCHRD1014
all have o properly attacl rlold crAlnp� Locatlons shorn for permanent lateral restraint of *alas
a shad have bracng Instattee par BCSi wetland H3, B7 eta, s opdr�le. Apply Ptatas to each face R qIS
of truss and
d,. pas lon as shorn above and on the Joait Details, uNess noted otherwise. Q
Refer to drav1nps MA-2 for standard plate positions. '0 s E OF
Alpine, a divislon of ITV Building Conponents Group Inc. shall not be responsible for any deviation from ,e�{
AN nw COMAAAy this drawing any failure to "d the truss In confornance with ANSU�
TPI L or for handling, shipping, ��'r `
installation L bracing of trusses. �j o � O L+ 7®� y+,s,
A coral on this drawing or cover page Ustblg this drawing. Indicates acceptance of professional /, !'h 'V v�
133B9 Lakefront Drive tnBInrrrIne respensmllty sand use of ttft d-.IAg
reiro y�f�lthe O sign I'Yµ�y�I 1 SecB °'�,ft "V'/'tpi" e far any s4tociure Ls the tix IJiYN6 L
Esnh City. MO 63G46 for More Infernatiun see this Job's general notes page and these web sitesn tit/ tit{ SPACING 2 4. 0MAX
ALPINE- —Alpin tw..o 1 TPL sew.tpMGt.argl SBCty www.C6clndustry4rgl ICD wvlccsofearg tl// {11{
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO TRIM FILLER
EXISTING FILLER
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT ❑PTION.
- 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),
x APPLY REQUIRED BRACING (SEE BELOW).
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O,C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 10PSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NFITFD ON THIS SHEET
f USE THIS DETAIL FORt
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP
:RIOR BEARINGS AT ANY L❑CATION ON THE TRUSS.
)S IN EXCESS OF 1OPSF CONNECTED TO THE -FALSE FRAME.
I LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
BER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0').
5E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE+ FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
SHOP APPLIED771
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REG.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) 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) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
READ ANB LLI FOIV ALL NGTEC IN TICS BRAVM
ss9lPIXtTM7t1uVARNDXiiwm
RMSil n= BRAVING TU ALL CMflW=MS MCLWING TIE =TALL=
Trusses reQ,dre extreme care In fabricating, handling, shipping, Installing and bracIn. Refer to and
Inforriatbn, by 7P[ oM SPBCA) far scfety
follow the latest edtton of BCSI tB,dl,Bnp Component Safely
pprraaCtIms prior to perforning thew functions tnstAws shall provide tenpowry bracing per BCSL
I1Nas6 noted otherwse, top chard shalt have propeely atstructural sheathing and bottom chord
: e
Q
shall have n properly attached rlIppk ceaing. Locotons shorn For pernaneM lateral restraint of rhos
shall have bracng toiled per BL`Sit sections B3, B7 or BIB, as appUcWAe. Apply plates to each face
of truss and p dtion as shown above and on tho Joint Betnlc, Unt 6 noted othanlse.
Refer to drawings 160A-Z far standard plate positions.
Alpine, a dvlslon of ITV Buldog Component. Group Inc shall not he responsible far any deviation from
AN fiWCOMPANY
this daw(ng any feture to build the truss in conformance with ANSI/TPI 1, or for h—ciling, shipping,
hnstallattdn & bracing of trusses.
A sent on this drawing or cover page Ustkp this drodng, buOcntes acceptance oP-prCfessonal
1__7
13389 Lakefront Drive for any sirt+cture o v rrsponswr<y of sae ou a uwagner per mna„,ra a -outs
1338 City,MO63045 For more infcrnation see this Job's general notes page and these web
aLPMI!, rwwAW wlt,.ca,, TPB swetolnsto`el SBCN rww.6bClndustrVA W ICO we
` `�`/y�, .e.s•��yy Al yid
NV
S ACE OFORO
�
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
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 00.
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections,
—VAS' RM AND FtD.LnV ALL' NOTIES CN Ti°� DRAVRra
r-WMTMTM FUR M TIUS SRAVM M ALL CMMCTM DMUMM TW INSTALLERS
�`° ��` '�� `'�.
♦ a C n'
4�
TOTAL TOP CHORD
REF 2X4 SCAB O.H.
DATE 10/Ul/14
Trusses require extreme care in fabricating, handling, shlpping, Inata(9ng and bracing. Refer to and
falor the latest edition of SCSI 111 Component Safety Ltfornailen, by 11 and f - for safety
to these functions. Installers shag temp br" BC eL
�`�.r` \GGIVS�
�,
LOAD NOT TO
EXCEED 40 PSF
DRWG ❑HSCB2X41014
practices prior performing provide par
UNess mated otlwrrlse, toP chard shalt have properly attached structural ahea and bottom chord
hove Locations far lateral restraint of
`A'`
_ NO �
_
(DEAD PLUS LIVE)
shall n Prap¢rlY attached rigid ce0.1nG shorn permanent robs
.roll have bwdno installed per SCSI sections 83, RT or HID, as appttubt.. A*Y plot¢. to each face
of truss nM Metalled
oc shorn above and on the Joint petals, unless noted otherels¢.
_ J.
1\
Refer to drorhgs 16OA-Z for standard plate positions.
_
S A.CE OF
AN RINCOMPANY
Alpha, a dvlslon oP RV livadnp Conpments lira�W Inc shall not be responsiNe for any deviation iron
this drawing, aM+ fnDure to build the truss in conforna�xe whin ANSvtPI 4 or far FmMtUg, shiPP4W,
Q`'
: A �f
hstnllnibn 6 brocin f trusses.
A sent on this dru.6ro or cover Page llstbp thb drawing, indeates accaptaw:e of professional
re y solely for the design whom Tin. wlmbuty and use of tints draehg
for any s tM resptr,sb0.lty of the Bu&ufng Design^-r per ANSI/TPI 1 Sec2,
) /i r� ()
is 9® �4 0 f\` " ��•e
%,
$¢f
DUR. FAC, 1,15/1.25
SPACING 24'
13389 Loke"a" D,Wo
Eanh City.M0830d5
Infornatlan see tm Job`s notes pope aYns'
errric
e` �s L\
4yfFf
ALPINFI ex Ara �eneral
pineitr.com, TPL rrr. instcr SHCA� rw.sbcindus4 ICG cpfe.arg
"'�\t\\r\\
O ; 12 (2) 16d TOE NAILS
IVARIES OPnONAL SCISSORS BOTTOM CORD
I
(2) 16d TOE NAILS
8-0-0 MAX. SPAN
I
i
TYPICAL END JACK (EJ)
I N.T.S.
12 —(4) 16d NAILS
VARIES See Connection Detail
? OPnONAL WEB CONFIGURATION
—(4) 16d NAILS
See Connection Detail
TYPICAL CORNER JACK (CJ)
N.T.S.
TYPICAL CORNED' SET INSTALLATION
TILE: SHINGLES:
TOP LIVE LOAD:1 20 20
TOP DEAD LOAD; 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL: I 45 37
STRESS ZINC. 1.25 1.25
WIND DESIGN:: IAM 160 MPH PER
ASCE 7-10 MM. 24" O.C.
i
**WARNING** Read & Follow all notes on this
is=tgis=dmwing--tn=al4-ankactnrs-includiag_i
Ed
of
a
End Jack (Ed)
3
c
L
,
a-
im
3eveled Jack (BJ)
(BJ)
M
m
..
m
w
m
n.
CONNECTION DETAIL
(2) 16d GUN NAILS
m
FOR EACH LOCATION
SHOWN TOP & BOTTOM
�e�GJ
2x4 SYP Nailer 16" Long
CIO&
8-0•
Top & Bottom use 16d
,pG
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
OPTIONAL WEB CONFIGURATION
12
B VARIES
(4) 16d NAILS
See Connection Detail
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
e%%%114e1191 Fese.
a
0
® NO -
6*r
STATE OF .�441
� r
,4A im,
MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182