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HomeMy WebLinkAboutTRUSST t
;QED
StIldeCOMY COMPONENTS
19900 Independence Blvd.
Groveland, FI 34736
wents uc one: (352)429-9429 • (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS011
Printed: Mon, Jul 9 2018
od Information:
Address:
EOR Name and License Number:
merlVame:
CreeksldeLot 11
j
lorton
3142 Tidewater Cir
ipNon:
C/ry, State, Zip:
&Galen-2432 "H" OL
Fort Pierce, FL
jading Information:
Lands:
-
Floor Loads:
ve:
TC Dead:
BC Live:
BC Dead:
TC Live:
TC Dead:
BC Live:
BC Dead:
20
7
0
10
40
10
0
5
Code{ Wlnd Std:
Wind Speed:
Bldg. Useage:
Buliding Type:
Wind Type:
2017 RES ASCE 7-10
160
Residential - CAT II
C
MWFRC & C&C w/M
s or sheets covered by this seal from: 1 thru
44 Total 44
f DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
A2 3 A3
4
A4
5 A5
6
A6 7 A7
8
A8
9 A9
10
A10 it All
12
Al2
3 B1
14
B2 15 ail
16
BJ3
7 BJ5
18
EJ5 19 EH
20
CJ5
1 CJ7
22
Mvi 23 MV2
24
MV3
5 MV4
26
4M1 27 4BJ1
28
4BJ3
9 4CJ5
30
FTi 31 FT2
32
FT3
3 FT4
34
FT5 35 FT6
36
FU
7 FT8
38
FT9 39 FG1
40
FG2
1 4EJ3
42
4CJ3 43 4D2
44
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Representaeve, ou=M AND EASSOCIATES
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FILE COPY
Page 1 of 1
Job Number: 136DCS011 Ply. 1 SEQN: 684346 / T9 / COMN
k4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM a DRW:
Truss label: Al Wgt186.2lbs 1 _.. 071013, 018
�18'9°t
77"13 2'2 14'10"4 16'10" T' 11 12 26'0.9 33'8"
1113 6'82 1'11'1 7'2°13 77°7
Ft5xri
n
m3X
34
112X4 M X6 -3X4 -3X8 -3X4 -4X6 112X4
SEAT PLATE REQ.
1' 4'5"15 7 "12 2'3"4 2'34 2'6°12 4'5115 7'6°7
F T6"1 12' 14'6"12 16'10" 19'1"4 r 21'8° F z61"15 + 33'8" 1
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 21.79 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.37 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Hangers 1 Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
`m
r,
Snow Criteria (Pg,Pf in PsF)
DefilCSl_ Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi U#
Loc R / U / Rw / Rh / RL
/ W
Pr NA Ce: NA
VERT(LL): 0.153 L 999 240
g 1327 1636 / 714 / - ! 255 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.418 L 999 180
1 1263 1598 / 653 1- / -
/
Snow Duration: NA
HORZ(LL): 0.057 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.106 J - -
B Min Big Width Req = 1.6
Code / Misc Criteria
Creep Factor. 2.0
1 Min Brg Width Req = -
Bldg Code: FBC 2017 RES
Max TC CSI: 0.527
Bearing B is a rigid surface.
TPI Std: 2014
Max BC CSI: 0.579
Bearing B requires a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.876
F1/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 23 0 E - F
1190 -1651
B - C 1541 -2530 F - G
1197 -1661
C - D 1207 -1934 G - H
1244 -1935
D -'E 1230 -1922 H -1
1594 -2645
Maximum Bot Chord Forces Per Ply (Ills)
Chords Tens -Comp. Chords
Tens: Comp.
B - P 2365 -1329 M - L
1696 - 872
P - O 2361 -1328 L - K
2376 -1355
O - N 2361 -1328 K - J
2376 -1355
N - M 1695 - 881 J -1
2381 -1356
v ltt 1 1?Br�u
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
. Webs Tens,
Comp.
P - C 300 -17
C-N 487
M - G 50i
G-L 463
-664
-715
-212
r
N-E 451 -199
L-H 5�3
-731
E - M 505 -662
H - J 304
-30
F - M 1269 -922
km
ZVI. STATE OF
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""WARNING— READ'AND FOLLOW ALL NOTES ON THIS DRAWING!
*'IMPORTANT" FURNISHTHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme pre in fabricating; handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, bV T.PI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporartyy
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheU rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 870,
as applicable. Apply plates to each face of truss and position as shown above and on the Join, Details, unless noted otherwise. (2efer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawi3g,any failure to build the
truss in conformancewith ANSI PI 1, or for handling shippinp, installaUon and bracing of Wsses.A seal on this dgrewing or cover pa e. .
listing this drawing indicates aceep�ance of proiessidnaT engineering responsibility solely for the design shown. The suttabdity
and use of this grawine for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
1 r T
Job N tuber: 136DCS011 Ply: 1 SEQN: 684344 / T45 / COMN
4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss bel: A2 Wgt 186.2 Ibs / ..
�I
1
77"13 '2"2
I T7"1"4 1166'0139 33'8"0
3 42 77"7
012X4 m4X6 m3X4 aM8 m3X4 m4X6 102X4
07/09/2018
`ao
a4X4(A2)
SEAT PLATE REQ.
SEAT PLATE REQ.
33,8"
7'6"1
4'5"15 2'6"12 2'3"4 TW4 2'6"12 4'S"15
+ T6"1
T6'1 +
+ +
12' 14'6"12 16'10" 19'1"4 21'8" 26.1"15
33'8"
Loadir
ig Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too UdellU#
LOG R / U / Rw / Rh / RL
/ W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.152 N 999 240
B 1326 / 635 / 714 / - / 255 / 8.0
BCLL:
0-00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.417 N 999 180
1 1264 / 598 / 653 / - / -
/ 8.0
BCDL:
! 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.056 J - -
Wind reactions based on MWFRS
Des L
37.00
EXP: C
HORZ(TL)� 0.105 J - -
B Min B �Width Req 1.6
NCBC �L: 10.00
Mean Height: 21.79 ft
Code / Misc Criteria
Creep Factor. 2.0
1 Min B Width Re 1.5
r9 , q
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.523
Bearings B & I are a rigid surface.
Load E
1.25
psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.573
Bearings B & I require a seat plate.
Spacin
luration:
. 24.0 "
C&C Dist a: 3.37 ft
Rep Factors Used: Yes
Max Web CSI: 0.876
Maximum Top Chord Forces Per
Ply (Ibs)
Loc, from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60•
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 23 0 E - F
1189 -1659
Lumb
"�
B - C 1540 -2628 F - G
1195 -1659
C - D 1205 -1932 G - H
1243 -1933
Top ch
Bot chord
rd 2.4 SP #1
2x4 SP #1
D - E 1229 -1920 H -1
1588 -2637
Webs
4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp. Chords
Tens. Comp.
MembE
I design based on both MWFRS and C&C.
B - P 2363 -1328 M - L
1694 -871
P - O 2359 -1327 L - K
2367 -1349
O - N 2359 -1327 K - J
2367 -1349
N - M 1693 - 879 J - 1
2372 -1350
i!ffildt
Maximum Web Forces Per Ply (Ibs)
MA
Webs Tens.Comp. Webs
Tens. Comp.
GVVS `�
* a,�;
P-C 3W -17 M-G
C - N 487 - 715 G - L
507 -664
452 - 211
NO ^.
J04.71*s
N-E 451 -199 L-H
530 -724
E - M 505 - 662 H - J
301 -28
"
w
F - M 1268 - 922
00
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cIILiaS.
"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 handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compo bnf Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached npid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as appl Fable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawing 160A-Z for standard plate positions.
Alpine, division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in nformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page- -
listing t'ts drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and us of this drawing for any structure is the responsibility of the Building Designer per ANS11TPI 1 Sec.2.
Cn"...nw :nfn...."I:nn "nn N.�� �n1.Y nnnnwl nn1n� n"nn �nA N.xn..ml. �Anc AI DIAIC- .u.".r olnineA.., mmTDI• .w.u. Ininel nmC[](`A• ..nuu el.rinArefni min- If`!`- wuu✓.rne"fn
I,T t
Job Number: 136DCS011 Ply: 1 SEQN: 684353 / T6 / HIPS
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: A3 Wgt: 168.0 Ibs .. / ... 07/09/2018
I
r
m
t —47
77"12 2"2 15' 18'8" 25'5"14 2r6'p"4 33'8" r
7'7"12 6'9"14 3'8" 6714 77"12
05X8 --5X6
E F
1112X4 a4X6 a3X4 a3X8 =4X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
33'8"
�1' 4'6" 3' 36"4 3'1"12 4'6" 7'6" 1�
7'6" 12' 15' 18'6"4 21'8" 26'2" 33'8"
Loading Criteria (pso 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# Loc R / U / Rw / Rh / RL / Wi
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.144 N 999 240 B 1325 / 637 / 727 ! - 1243 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): 0.392 N 999 180 1 1325 / 637 1727 / - / - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00 HORZ(TL): 0.107 K - - B Min Brg Width Req = 1.6
Mean Height: 21.41 ft Code / Misc Criteria Cree Factor: 2.0 1 Min Brg Width Req = 1.6
NCBCLL: 10.00 P
TCDL: 4.2 psf Bearings B & I are a Iri id surface.
Soffit 2.00 BCDL: 5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.540 9 g
P Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.606 Bearings B & I require a seat plate.
I
Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.423
Loc. from endwall: not in 9.00 ft 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 I VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 1269 -1875
Lumber B - C 1619 -2632 G - H 1245 -1888
C - D 1250 -1895 H - 1 1616 - 2632
Top chord 2x4 SP #1 D - E 1274 -1883 I - J 1123 0
Bot chord 2x4 SP #1 E - F 1261 -1674
Webs 2x4 SP #3
Bracing Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp.
member. Or 1x4 "T" reinforcement. 80% length of B - P 2367 -1361 M - L 2363 -1387
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails P - O 2363 -1361 L - K 2363 -1387
@ 6" oc. O - N 2363 -1361 K -1 2367 -1387
N - M 1671 - 876
Wind �yrffi9iod%�
Member design based on both MWFRS and C&C.t d� Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp_ Webs Tens. Comp.
a �`"+t✓ P - C 312 -16 M - F 429 - 256
4, °�' C - N 527 - 753 M - H 630 758
E-N 427 -215 H-K 314 -17
E-M 189 -183
a�
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czsixs.
'"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,
handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anctSBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporarryY
bracing per BCSi. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610,
as applicable. Appty prates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildln!�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI> fPI 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro essionat engineering responsibility�solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbdndu .com: CC: www.iccsafe.o
Job Number: 136DCS011 Ply: 1 SEQN: 684348 / T3 / HIPS
4EGB balen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW.
Truss Label: A4 Wgt 166.6 Ibs .. / ... 07/09/2018
=3X
T7'12 �'2"2 15' 18'8" LL 25'5"14 "4 33'8°
I' 77°12 6'9'14 3'8• T 6'9"14 77'12.
e5X8 E5X6
E F
12X4 =4X6 =3X4 m3X8 =4X6 12X4
SEAT PLATE REQ.
338"
76" + 46° 3 + 36"4 '1 31"12 46" } 76"
7'6" 12' 15' 18'6"4 21'8' 26'2' 33'8"
Loadli ib Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL:' 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 M 999 240 B 1327 / 638 / 727 / - / 230 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.394 M 999 180 1 1263 / 600 / 666 1- /- / -
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS
Des L i 37.00 EXP: C HORZ(TL): 0.107 J - - B Min Brg Width Req = 1.6
NCBC : 10.00 Mean Height: 21.41 ft Code / Misc Criteria Creep Factor. 2.0 1 Min Brg Width Req =
Soffit: 2.00 -
TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.554 Bearing B is a rigid surface.
BCDL: 5.0 psf Bearing B requires a seat plate.
Load E uration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.615
Spacinl : 24.0 " C&C Dist a: 3.37 ft. Rep Factors Used: Yes Max Web CSI: 0.433
Loc. from endwall: not in 9.00 ft 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: 17.02.02.1208.15 A - B 23 0 E - F 1264 -1679
Lumb B - C 1632 -2636 F - G 1284 -1881
op ch rd 2x4 SP #1 C - D 1265 -1900 G - H 1260 -1894
Tot ch Fr 2 SP #1 D - E 1288 -1888 H - 1 1659 -2652
Webs )C4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Brawn Chords Tens.Comp. Chords Tens. Comp.
(a) Cot iinuous lateral restraint equally spaced on B - O 2372 -1419 L - K 2384 -1421
member. Or 1x4'T" reinforcement. 80% length of O - N 2367 -1419 K - J 2384 -1421
web me tuber. Same species & SRB grade or better,
attachE with 8d Box or Gun (0.113"x2.5",min.)nails N - M 2367 -1419 J - I 2388 -1421
@ 6" o I' M - L 1676 - 936
Hange, /Ties
a� ,.$ Maximum Web Forces Per Ply (Ibs)
(J) Ha ger Support Required, by others�N����� &woWebs Tens.Comp. Webs Tens. Comp.
xexrr*
Wind ,� °sxss'> � O-C 312 -16 L-F 431 -268
Memb ,r design based on both MWFRS and C&C. A� �v°*7 *' C - M 526 -753 L - H 558 -776
,. ® E-M 427 -217 H-J 318 -25
it S E - L 190 -183
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umfes.
`"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compo en � Safety Information, byy TPI and'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attach 'rigid ceilinct Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as appli able. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to
drawing ' 16DA-Z for standard plate positions.
Alpine, (division of ITW BuildinclComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in nformance with ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa�gge,
listing t is drawingg indicates acceptance of pr 3 essiona engmeertn responsibility solely for the design shown. The suft tbflity
and us 'i. of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
t
Job Number: 136DCS011 Ply: 1 SEQN: 684333 / T15 / HIPS
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: A5 Wgt: 166.6 Ibs .. / ... 07/011018
SEAT PLATE REQ.
TT'12
TT'12
13'
5'4"4
20'8" + 264 0"4 + 338"
T TS" 5'"4 77"12
va5X8 Z!5X6
D E
192X4 m3X6293X4 =5X8 1112X4
TB" 76"4 + 5'7 12 + 7'6"
T6" 20'6"4 26'2" 33'8°
i
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs) I ,
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
B 1327 / 640 / 736 /- / 202 18.0
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.141 J 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.386 J 999 180
G 1263 / 602 1674 1- /- / - ,
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.055 H - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.103 H - -
B Min Big Width Req = 1.6
Code / Misc Criteria
NCBCLL. 10.00
Mean Height: 20.99 ft
Creep Factor. 2.0
G Min Br Width Re -
9 q
Soffit: 2.00
TCDL: 42 psf
BCDL: 5.0 psf
p
ode: FBC 2017 RES
BldgC
Max TC CSI:' 0.571
Bearing B is a rigid surface.
g 9 i
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.527
Bearing B requires a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.37 It
Rep Factors Used: Yes
Max Web CSI: 0.453
Loc. from endwall: not in 9.00 It
FT1RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17,02.02.1208.15
A - B 23 0 D - E 1374 -1867
B - C 1645 -2604 E - F 1411 -2068
Wind Duration: 1.60
WAVE
Lumber
C - D 1422 -2075 F - G 1d59 -2621
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
No
.,'
w
STATS.
ivllrRt:#:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B - L 2337 -1427 J - 1 1863 -1087
L - K 2333 -1427 I - H 2�5O -1429
K - J 2333 -1427 H - G 2354 -1430
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp-
L - C 248 -18 I - E 470 -231
C - J 395 - 546 I - F 417 - 570
D - J 469 - 208 F - H 256 - 31
D-1 178 -173
QM55 MA 5D3D 9C3C MDE W i966 Eii f9
rnnttcmeais�es+eaeu�tasrs�tam+asreg eza�a�raztt
&t r%- 3 it 89 Y! B7S m c5s 3aLx &ism A aWaa a 3wb f
d'L$c�t�A
'f]S?QCti@S $1 `L�fY-4fEfi4am HCttP.6:`d4Gta'r�C�:Y3�'d ffTY�$ i
and7J¢4:.'A3 e�otu?5J ffia �rmtagaMx:'
cam.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatin , handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Col Safety Information, by TPI an � SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW 8uilding Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIlI PI 1, or far handiin% shipping, installation and bracing of t usses.A seal on this drrawing or cover page_ .
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su' brlity
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Fnr mnra infnrmatinn see this inh's nr_neral rates oaae and these web sites: ALPINE: www.aloineitw_com: TPI: www_minstom: SBCA www.sbcindustrv.com: ICC: www1csafe.om
i
Job N inber: 136DCS011 Ply: 1 SEQN: 684357 ! T11 / HIPS
4EG6 Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW.
Truss 4el: A6 Wgt: 166.6 Ibs / ... 0710912018
i_ 77"12 1T 20'8"
r' + r 4 33'8"
5'4"4 TB" 7T127712 26
fl5X8 �_5X6
D E
i
1
=4X
It2X4 WX6=3X4 =5X8 102X4
SEAT PLATE REQ. SEAT PLATE REQ.
33'8"
1' T6" 4'6" 1' _ 7'6"4 5'7"12 7'6" �_1.
7'6" + 12 +13' 20'6"4 + 262° 33'8"
Loadi )g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 1 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc UdellU# LOG R / U / Rw / Rh / RL / W
TCDL: � 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.141 K 999 240 B 1325 1639 / 736 / - / 216 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.384 K 999 180 G 1325 1639 / 736 ! - /- 18.0
BCDL: '1 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS
EXP: C
Des Ld. 37.00 HORZ(TL): 0.103 1 - - B Min Brg Width Req = 1.6
Mean Height: 20.99 ft G Min Br Width Re 1.6
NCBC : 10.00 TCDL: 4.2 sf Code / Misc Criteria Creep Factor. 2.0 9 q
P Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Bearings B & G are a rigid surface.
Soffit: 2.00 BCDL:5.0 sf 9
P Bearings B & G require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.523
Spacin : 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 0.439
Loc. from endwall' not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18' Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1402 -2061
Lumb i'I B - C 1632 -2599 F - G 1632 -2600
Top chFd 2x4 SP #1 C - D 1408 -2070 G - H 23 0
Bot ch rd 2x4 SP #1 D - E 1370 -1861
Webs x4 SP #3
Maximum Bot Chord Forces Per Ply (ibs)
Wind j Chords Tens.Comp. Chords Tens. Comp.
Memb i design based on both MWFRS and C&C. B - M 2332 -1369 K - J 1858 -1027
M - L 2329 -1368 J -1 2329 -1394
L - K 2329 -1368 I - G 2333 -1395
Maximum Web Forces Per Ply (Ibs)
�A010111101t Webs Tens.Comp. Webs Tens. Comp.
".k M-C 248 -17 J-E 468 -216
b.
"+ a fQr C - K 396 - 547 J - F 40D - 553
D - K 469 - 208 F - I 252 -18
647102,
D-J 176 -172
STATE
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"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 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and'SBCA) far safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or B10,
2 e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to
60A-Z far standard plate positions.
vis!on of ITW BuildinccL�Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the
iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. .
drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
�f this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS011
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Truss Label: A7
T
-4X�
1 �
Ply: 1 SEQN: 684361 / T131 HIPS
Qty: 1 FROM: GLM DRW.
Wgt:169.41bs .. / ...
77"13 11' 16'10" 22'8" 283 33'8"
77.13 3'4"3 5'10" 5'10" 3'4"3 77"13
1112X4
112X4 m3X4m3X6 m3X8 !�3X6--3X4 32X4
t 1
018
SEAT PLATE REQ. SEAT PLATE REQ.
33'B"
7'6"1 3'5"15 1' 4'10" 4'10" 1' 3'5"15 7'6"1 1
T8"1 11' 12' 16'10" 21'8" 22' 26'115
T
1
Loading Criteria (psi) Wind'Criteria Snow Criteria (Pg,Pf in PSF) Defi/CS1 Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U#
Loc R / U / Rw / Rh / RL
/ W,
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 E 999 240
B 1325 / 640 / 739 /- / 188
18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.437 E 999 180
H 1325 / 640 / 739 1- / -
/ 8.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 J - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.102 J - -
B Min Brg Width Req = 1.6
i
NCBCLL: 10.00 Mean Height: 20.58 ft
Code / Misc Criteria CreepFactor: �.
H Min Br9 Width Re0 q = 1.6
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.534
P
Bearings B & H are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.502
Bearings B & H require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.277
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply i s.
Chords TensChords Tens. Comp.
GCpi: 0.18 Plate Type(s):
.Comp.
it
Wind Duration: 1.60 WAVE VIEW Ver, 17,02.02.1208.15
A - B 23 0 E - F
1623 -2305
Lumber
B - C 1661 -2597 F - G
1526 -2216
C - D 1526 -2216 G - H
166'1 -2597
Top chord 2x4 SP #1
D - E 1623 -2305 H -1
123 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Wind
Chords Tens -Comp. Chords
Tens. Comp.
Member design based on both MWFRS and C&C.
B - p 2330 -1395 M - L
2001 -1169
P - O 2327 -1395 L - K
2001 -1169
O - N 2001 -1143 K - J
2327 -1421
N - M 2001 -1143 J - H
2330 -1421
Maximum Web Forces Per Ply (Ibs)
i�ffi�
Webs Tens.Comp. Webs Tens. Comp.
;* �3**s*r�r�e�*
�3
4 y� �
.��`�
P - C 228 -21 M - F
C O 345 F K
388 277
387 240
- -446 -
" C 'i.' °*
D - O 387 -240 K - G
345 -448
z
D - M 388 - 278 G - J
228 - 22
E - M 312 -355
*� STATE O
0 *w At A
A$ORA
�
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cas�x.
"*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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Comport Safety Information, byV TPI anc7'SBCA) f0 safpety practices prior to performing these functions. Installers shall provide temporary
bottom have
bracing er BCSi.. Unless noted olherwise,top chord shall have properly attached structural sheathingg and chord shall a propperly
ceiling Locations shown for lateral restraint of webs shall have bracing Insfailed BCSI sections B3, B7 or 610,
attache rigid permanent per
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise.
(tefer to
drawings 160A-Z for standard plate positions.
Alppine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
tNss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
for the design The sw brlrty
listing this drawingg indicates acceptance of pprofessrona engineeringg responsibility solely shown.
and use of this drawing for any structure is the responsibility of the tuiIdinpg Designer per ANSI1TP11 Sec.2.
For more information see Ihis'ob's ceneral notes pacand these web sides: ALPINE: www.al inedw.co TPI: www. into ; SBCA: www.sbcindu .com;
[CC: www.iccsafe.org
Job N 'inber. 136DCS011
Ply: 1
SEQN: 684329 / T14 / HIPS
4EG6 Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Qty: 1
FROM: GLM
DRW:
Truss bel: A8
Wgt:169.4lbs
/ ... 07/09/2018
�f
I
77"13 11' 16'10" L 22'8" 280"333'8"
+ + i
T7"13 3'4"3 5'10" 5'10" 3'4"3 77713
1112X4
D=6XB E =6X6F
12
T
5 F,;P- 103X4C G i�3X4
_
`I*
m
B H—4X4(A2)
1
=4X&(A2)
, 1
102X4 =— X4 3X6 3X8— 3X6=13X4 012X4
i
SEAT PLATE REQ.
338"
I
T6"1 3'S"15 1' 410" 4'10° 1' 3'S"15 T6"1
7'6"1 11' 12' 18'10" 2'15 22' 26'1"15 33'8"
Loadii
ig Criteria (psf) 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 L/defi L/# Loc R / U / Rw / Rh / RL / W
TCDL:
j 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 E 999 240 B 1327 / 642 / 739 / - 1175 / 8.0
BCLL:
f 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.440 E 999 180 H 1263 / 604 / 677 / - /- / -
BCDL
j 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS
Des L
i 37.00 EXP: C HORZ(TL): 0.103 I - - B Min Brg Width Req = 1.6
NCBC
Mean Height: 20.58 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = -
L: 10.00
Soffit
TCDL: 4.2 psf Bearing B is a rigid surface.
2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.560
P
Load E'ration:
1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.529 Bearing B requires a seat plate.
Spacin
Il: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.280
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pie (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ve, 17.02.02.1208.15 A - B 23 0 E - F 1643 -2312
r B - C 1674 -2602 F - G 1533 -2227
Lumb
'I C - D 1540 -2221 G - H 1677 -2620
Top ch
Bot ch
rd 2x4 SP #1
'i'd 2x4 SP #1 D - E 1643 -2312
Webs
jC4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Hangel
/Ties Chords Tens.Comp. Chords Tens. Comp.
(J) Ha
ger Support Required, by others
B - O 2335 -1453 L - K 2009 -1196
Wind
O-N 2331 -1453 K-J 2009 -1196
N - M 2005 -1202 J - 1 2349 -1456
Membi
r design based on both MWFRS and C&C. M - L 2005 -1202 1 - H 2353 -1457
,dill E y l Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
�+�
«w'� •�*Is O-C 228 -21 L-F 386 -272
* C - N 344 -447 J - G 357 -466
w
w D- N 387 -240 F- J 396 -246
aNO 04.711812 1, looD-
L 391 -280 G- 1 233 -35
E-L 314 -356
e
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it
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
Compo
reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
i Safety
bracing
Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
;er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache
as appli
,rigpid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61D,
ble. Apply plates to each face of truss and as shown above and on the Joinf-Details, unless noted otherwise. (2efer to
drawing
Alpine,
position
160A-Z for standard plate positions.
`division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss !n
listing t
onformance with ANSIrI PI 1, or for handling shippingp, installation and bracing of trusses.A seal on this drrawing or cover page, _ ,
is drawingg indicates
acceptance of professional engineering responsibility solely for the design shown. The suitbility
and us
of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more i
iformation see this'otft general notes page and these web sites: ALPINE: www.al ineitw.oam: TPI: www. inst.o • SBCA: wwwsbcindu .com; ICC: www.iccsafe.o '
T
T
IJob Number: 136DCS01I Ply: 1 SEQN: 686323 / T27 / HIPS
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: A9 Wgt 177.8 Ibs / .. 07/0 /2018
4'9"14 9' 16'9" 24'0"13 31'8"1 33'8"
4'9"14 4'2"2 7'9" T3"12 T7"4 1'11"1
o5X8
T
�3XI
1
SEAT PLATE REQ.
7'5"8
9' 16'5"8
=3X4
M5X6
H5X6 w3X4 -4X6 ®4X12 g4X4
33'8"
52"8 2'4'13 77"4 1'11"1
24'0"13 31'8".1 338"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.199 E 999 240
B 1331 1749 / 766 / - / 168
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.545 E 999 180
1 1259 / 717 / 600 / - / -
/
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.049 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.092 I - -
B Min Brg Width Req = 1.6
NCBCLL: 10.00
Mean Height: 20.16 ft
Code / Misc Criteria
Creep Factor. 2.0
1 Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.645
Bearing B is rigid surface.
g a 9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.663
Bearing B requires a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.37 it
Rep Factors Used: Yes
Max Web CSI: 0.709
Loc. from endwall: not in 9.00 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration:1.60
WAVE
VIEWVer:17.02.02.1208.15
A-B 23 0 E-F
B - C 1761 -2688 F - G
1599 -2359
1599 -2359
Lumber
C - D 1617 -2449 G - H
506 -737
Top chord 2x4 SP #1
D - E 1922 - 2848
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Maximum Sot Chord Forces Per Ply (Ibs)
Bracing Chords Tens.Comp.
Chords Tens. Comp.
(a) Continuous lateral restraint equally spaced on B - N 2435 -1715
L - K 2861 -1877
member. Or lx4'7" reinforcement. 80% length of
N - M 2-1501
K - J 692 461
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails M•- L 2861 61 -1877
J - I -1 1
@ 6" oc.
Maximum Web Forces
Per Ply (Ibs)
Hangers lTies
�1kt#itiiiyffilgt Webs Tens.Comp.
Webs Tens. Comp.
(J) Hanger Support Required, by othersM A C - N 236 -225
F - K 358 -416
Wind, ��a D-N 373 -104
�A�. D - M 691 -435
K-G 1862 -1200
G - J 68b -888
Member design based on both MWFRS and C&C.
902 M-E 272 -167
��
J-H 134 -831
Right end vertical not exposed to wind pressure. E - K 383 - 565
H -1 869 -1278
r
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4 v;
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s�azeeim
s�i#uaznlzS�fiaxsxrcazt �s�stesss+srsdfv.%93sralsa
8fi9%ta@Si/M A.. G1"Y69CAtiffit teY W$fh �%dIIdeYYAL.
ES:S�i.
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I
•'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinft, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byV TPI ancc�7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy
bracing BCSI. Unless chord shall have attached structural sheathingq and bottom chord shall have a propperly
per noted olherwise,top properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, 67 or 610,
as applicable. Apply plates to each face. of truss and position as shown above and on the Jo1n Details, unless noted otherwise_ (2efer to
drawings 160A-Z for standard plate posltlons.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
I..in conformance with ANSI PI 1, or for handlingf shippin�, installation and bracing of trusses.A seal on this drawing or cover page_ ,
for the design The sui billty
listing this drawing indicates acceptance of pro essiona engineering responsibility solely shown.
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP1 I Sec.2.
F-- in —fine — this iW. .—I nnfa<nano and thaw —h sit—, Al PINT, unxv.alnina tw_mm, TPI• www.ininst.nm: SBCA: www-sbcindustrv.com: [CC. www.Iccsafe.Om
Job Ndmber. 136DCS01I
4EGB alen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Truss bel: A10
T�
1 m3XI
l
I
SEAT PLATE REQ.
I
Ply: 1 SEQN: 684365 / T8 I HIPS
Qty: 1 FROM: GLM DRW:
Wgt:162.4lbs .. / ... 07/09/2018
4'9°14 9' 16,10" 24'8" 28'10"2 3311"
4'9°14 4'2"2 T10" 7'10" 4'2"2 4'9"14
i�a5X8 1112X4 =5X8
�� D E F
5(A1)
SEAT PLATE REQ.
h1'+ 9' F 3' I 4'10" 410" + 3 r 9 I.1"I
9' 12' 16'10" 21'8" 248" 33'8"
I
t
Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL: Ir 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.207 E 999 240 B 1325 / 751 / 737 / - / 160 / 8.0
BCLL: '� 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 E 999 180 H 1325 1751 / 737 / - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 J - - Wind reactions based on MWFRS
Des LdFI 37.00 EXP: C HORZ(TL): 0.109 J - - B Min Brg Width Req = 1.6
Mean Height: 20.16 it Code I Misc Criteria Cree Factor. 2.0 H Min Brg Width Req = 1.6
NCBC L: 10.00 P
TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit: I 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.630 9
P Bearings B & H require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.695
Spacin ll: 24.0 " C&C Dist a: 3.37 It Rep Factors Used: Yes Max Web CSI: 0.670
Loc. from endwall: not in 9.00 ft 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 I VIEW Ver: 17.02.02.1206.15 A - B 23 D E - F 1951 -2851
Lumbe B - C 1765 -2674 F - G 1618 -2434
C - D 1618 -2434 G - H 1765 -2674
Top ch 'rd 2x4 SP #1 D - E 1951 -2851 H -1 23 0
Bot chc rd 2x4 SP #1
Webs x4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp. Chords Tens. Comp.
Memb design based on both MWFRS and C&C. B - N 2422 -1518 L - K 2217 -1325
N - M 2217 -1299 K - J 2217 -1325
M - L 2217 -1299 J - H 2422 -1544
Maximum Web Forces Per Ply (Ibs)
�jt Webs Tens.Comp. Webs Tens. Comp.
"�.:MA
d C - N 243 -227 L - F 704 484
wry\ G!+„t�,r4 D-N 383 -108 F-J 363 -108
'. D - L 704 -484 J - G 243 227
o W162, a4 E - L 395 -463
® STATE OF*;
fi
=3X4 =3X6 =3X8
33'8'
3X6 =3X4
40815E M285D3D 9C3C A4DE DE 7968 EA P9
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mmlax.
'*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 shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
t Safety. Information, by TPI and SBCA) o'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
Ccid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
. Apply plates to each face ottruss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
vision of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
iformance with ANSI/? PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
drawing indicates acceptance of ppro$essrona engineering responsibility solely for the design shown. The suitability
A this drawing for any structure is the 'responsibility of the Building Designer per ANSIITPI 1 Sec.2.
T
IJob Number: 136DCS011 Ply: 1 SEQN: 6863251 T46 / HIPS
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: All Wgt 207.2 lbs / ... 07/0 /2018
F1
j� _H030
1�8"1
4'2"15 7' 10'11"14 14'10"1 1- 22'8"2 26'8" 29'S" 33'8"
4'2"15 2'9"1 3'11"14 3'10'2 2'1"15 3'11"14 3'11'14 2'9" 4'3"
�8X8 m4X4 It2X4 mH0710m3X4 m4X4
12 D E TC2 F G H I TC3 i8X8J
P
F�F"*Pl
I. pm�w�_,
07 kis,
i 1AV
I VA_ *
i PA AV
U T S R Q P O N
=3X4 =6X6-H0710 =4X10 =4X4=H0710=6X6 =3X4
fi
)t3308(C3)
1
SEAT PLATE REQ. SEAT PLATE REQ.
33B"
3'11 _4 i1'3"1p 41"10 2'8"5 3-11.14 6'8"8 1'
6'8"B 10'8� 210 1 t8'1111 21'8" 13 1 26'11"8 33'8"
1-1
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
Des Ld: 37.00
Mean Height: 19.74 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.37 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x6 SP M-26
Webs 2x4 SP #3 :W3 2x4 SP #1:
Special Loads
--(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 55 pif at -1.00 to 55 pif at
7.00
TC: From 28 pif at 7.00 to 28 pif at
26.67
TC: From 55 pif at 26.67 to 55 pif at
34.67
BC: From 4 pif at -1.00 to 4 pif at
0.00
BC: From 20 pif at 0.00 to 20 pif at
7.03
BC: From 10 pif at 7.03 to 10 plf at
26.64
BC: From 20 pif at 26.64 to 20 pif at
33.67
BC: From 4 pif at 33.67 to 4 pif at
34.67
TC: 222 Ib Conc. Load at 7.03,26.64
TC: 1691b Conc. Load at 9.06,11.06,13.06,15.06
16.83,18.60,20.60,22.60,24.60
BC: 483 lb Conc. Load at 7.03,26.64
BC: 126 lb Conc. Load at 9.06,11.06,13.06,15.06
16.63,18.60,20.60, 22.60,24.60
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): 0.505 F 792 240
Lu: NA Cs: NA
VERT(TL): 1.364 F 428 180
Snow Duration: NA
HORZ(LL): 0.099 N - -
HORZ(TL): 0.182 N - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.741
TPI Sid: 2014
Max BC CSI: 0.645
Rep Factors Used: Yes
Max Web CSI: 0.529
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
HS, WAVE
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL /
V 2989 11757 /- /- /- /
L 2989 11757 /- /- /- /
Wind reactions based on MWFRS
V Min Brg. Width Req = 2.5
L Min Brg Width Req = 2.5
Bearings V & L are a rigid surface.
Bearings V & L require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B
23 -21)
G - H
5663 - 9629
B - C
4129 - 7007
H - 1
5656 - 9612
C - D
4035 - 6942
I - J
4981 - 8490
D - E
4983 - 8496
J - K
4035 - 6942
E - F
5663 -9629
K - L
4130 -7008
F - G
5663 - 9629
L - M
23 -20
ii
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - U
6423 - 3773
Q - P
8619 - 5072
U - T
6370 - 3712
P - O
8619 - 5072
T - S
W23 - 6074
O - N
6371 - 3712
S - R
8623 -5074
N - L
6424 -3773
R - Q
9660 - 56M
*"t fy 0 aa- �
40
Maximum Web Forces Per Ply (Ibs)
r� O'
�.
Webs
Tens.Comp.
Webs
Tens. Comp.
C - U
55 -23
H - Q
415
-457
U - D
549 -144
Q - 1
1245
-725
D - T
2674 -1599
1-0
891
-1256
-STATE OF
T - E
885 -1243
O - J
26f6
-1595
t
E - R
1243 - 728
J - N
552
-145
} , t 4� �411�
F - R
R - H
398 -429
37 -39
N - K
55
-23
480158512E 5D309C3CA4Df.D4 7968 tD F9
maim a3 Vtol -UMM04 fl¢9afeA9II4a]wftM�vun V.4
�L Y�-tiL H4Ya$,T1 [iY 15II fdx A9i�`M CBL�aSiWJ
853.94ri'3�.9' �iSdaf4�S.
tq +ari ascowneastmame3[ers!^.y."sad+a ao6 i-dmtk
�Ae6Yzx�MS s¢ntarrtkz�3es�c�ae rcra.6a uer�C3 m mardm9.
c�➢ax.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
ile. AooTv olates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
mormance "M ANJU 11-1 1, or Tor n
a drawing indicates acceptance
of this rawing for any structure
its drawing,any failure to build the
on this drawing or cover pa e
ie design shown. The suitability
I'
I
Job Niember, 136DCS011 Ply: 1 1 SEQN: 686320 fT1 / HIPM
4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW.
Truss bel: Al2 Wgt:218.4lbs / ... 07/09/2018
it
i
zi o'27t
4'5"12 7' 11'5"5 15'10"11 19' 12"" 1 24%13 28'10'11 33'8"
4'5"12 2'6"4 4'5"5 4'5"5 3'1"5 4'3"9 4'4"13 4'9"5
12 7X8 m3X4 =3X4=H0710III2X4 e=4X6 m5X8
D E F G H I J -cvoK
- -
h-q bR ms
1 ho Nos,
7&41�
i
SEAT PLATE REQ.
T S R=nur'u Q P O N
=3X4 =6X6 =3X4=4X12=H0710 =4X10
33W
1' 6'8"8 4'5"5 10" 3'7"3 47"1 1'5"1� 4'4"5
f 6'8"8 11'1"13 �12 15'7"3 20'2"4 22 257933
i 103
M L
=7X8 1114X10
4'4"13
33'8"
TT
in
Loadirib Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lee R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf::NA Ce: NA VERT(LL): -0.485 F 828 240 U 2937 11733 /- I- 1- 18.0
BCLL: ` 0.00 Enclosure: Closed Lu: NA Cs.' NA VERT(TL): 1,307 F 449 180 L 3196 11905 / - 1- / - / -
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.089 D - - Wind reactions based on MWFRS
Des L Y 37.00 EXP: C HORZ(TL): 0.166 D - - U Min Brg Width Req = 2.4
Mean Height: 19.74 ft Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req =
NCBCLL: 10.00 P -
TCDL: 4.0 psf Bearing U is a rigid surface.
Soffit: � 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.721 9 9
I P Bearing U requires a seat plate.
Load ration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.621
Spacin"I: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.785
Loc. from endwall: not in 4.50 ft 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 HS, WAVE VIEW Ver. 17.02.02.1208.15 A - B 23 -20 F - G 5403 -9101
Lumb i B - C 4068 -6879 G - H 5403 -9101
Top ch 31rd 2x6 SP 91 :TC1 2x4 SP 91: C - D 3976 -6812 H - I 5403 -9101
Bot ch �d 2x6 SP M-26 D - E 5007 - 8484 1- J 4377 - 7373
Webs IjC4 SP #3 :W3 2x4 SP #1: E - F 5590 -9444 J - K , 2596 -4372
Brawn 1 Maximum Bot Chord Forces Per Ply (Ibs)
(a) Cor iinuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp.
memb Or 1x4'T" reinforcement. 80% length of
web member_ Same species & SRB grade or better, B -T 6304 -3714 P - O 7530 -4486
attachE d with 8d Box or Gun (0.113"x2.5",min.)nails T - S 6253 - 3660 O - N 7530 -448e
@ 6" o ' S - R 8599 - 50M N - M 4624 - 2764
R - Q 8599 - 5093 M - L 11 - 7
Special) Loads Q - P 9471 -5623
---(L mber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25) q 4 ye$1����
TC: F om 28 plf at 7.00 to 28 plf at 33.67 lf at 7.00*4 a +t,! �z'�N Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
BC: F om 4 plf at -1.00 to 4 plf at 0.00
BC: F om 20 pif at 0.00 to 20 pff at 7.03 "� C - T 48 -19 H - P 431 -460
BC: F m 10 plf at 7.03 to 10 pff at 33.67No T - D 579 -157 P - 1 1873 -1094
TC: •22 lb Cone. Load at 7.03 a" + D - S 2697 -1628 I - N 1044 -1516
TC: 691b Conc. Load at 9.06,11.06,13.06,15.06
17.06,1 06,21.06,23.06,25.06,27.06,29.06,31.06 . S - E 845 -1131 N - J 3314 -1945
33.06 a` STATE. ,•* E- Q 1018 -soo J - M 1620 -2426
BC: 83 Ib Conc. Load at 7.03 �� 0 „ : Lt � Q - F 313 -260 M - K 5152 -3059
�° F - P 262 -442 K - L 1868 -3012
BC: 26 Ib Conc. Load at 9.06,11.06,13.06,15.06 �� 'g,a �o
17.06,1.06,21.06,23.06,25.06,27.06,29.06,31.06 +�
Hange "' / Ties 5E l k
(J) Han e'r Support Required, by others 40015358285D3D9C3CA40EDE796SEDF9 ,
I rnm�ameasosandaceraseaaraa�s�+�cvepurwue�wnau4
Wind rt[sc t s9nulenr5eduma .nyasw a
m�snt�asvnsa�s.
Wind to ads and reactions based on MWFRS.muer�ra,etatds6arsrtt see sea sarr3 cgraaegexSM
Right a ;1d vertical not exposed to wind pressure.
"TIM
'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, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bqq TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp Ins7alled per BCSI sections 63, B7 or B10,
as appli Mid
Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to
drawing ,I160A-Z for standard plate positions.
Alpine, !division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in nformance with ANSI 'PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professional engmeertng responsibility solely for the design shown. The suitability
and us of of this yawing for any structure is the responsibility of the BBuilding Designer per ANSIITPI 1 Sec.2.
For more in oration see this iob's aeneral notes Dew and these web sites: ALPINE: www.aloineitw.mm• TPI- �_toinst om, SBCLL- "m shrindustry min' IC6 www irr_cafe nm
Job Number: 1360CS011 Ply: 2 SEQN: 686334 / T10 / COMN
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: AH DRW:
Truss Label: 131 Wat 124.6 Ibs I I ... / ... 07109I12101 B
11
4'4"6 6'8"15 10'8" 14'7"1 16'11"10 21'4"
4'4"6. 2'4"9 3'11"1 3'11"1 2'4"9 4'4"6
:H0710
D
1112X4 1118XB(R)
E F
1112X4 1115X8(R) =H0710 =5X6 1114X6
SEAT PLATE REQ. SEAT PLATE REQ.
21'4"
1 4'2"10 2'6"5 3'11"1 3'11"1 2'6"5 4'2"10
4'2"10 6'8"15 108" 14'7"1 17'1"6 21'4"
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
Des Ld: 37.00
Mean Height: 19.69 It
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h12
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x6 SP M-26
Webs 2x4 SP 93
:Rt Wedge 2x4 SP #3:
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)
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 21.33
BC: From 4 pif at -1.00 to 4 pif at 0.00
BC: From 20 pif at 0.00 to 20 pif at 7.06
BC: From 10 pif at 7.06 to 10 plf at 21.33
BC: 3196 lb Conc. Load at 7.06
BC: 1259 lb Conc. Load at 9.06
BC: 1263 lb Conc. Load at 11.06,13.06,15.06,17.06
19.06,20.33
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Ice Udell L/#
Loc R / U / Rw 1 Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): 0.265 E 951 240
N 5577 / 3150 / - 1- /_
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.707 E 519 180
H 7979 / 4155 I - 1-* /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.057 1
Wind reactions based on MWFRS
HORZ(TL): 0.104 I -
N Min Brg Width Req = 2.3
Code / Misc Criteria
Creep Factor. 2.0
H Min Brg Width Req = 3.3
Bldg Code: FBC 2017 RES
Max TC CSI: 0.858
Bearings N & H are a rigid surface.
Bearings N & H require a seat bIate.
TPI Sid: 2014
Max BC CSI: 0.804
Rep Factors Used: No
Max Web CSI: 0.706
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
1.
HS, WAVE
VIEW Ver: 17.02.02.1208.15
A - B 11 -11 E - F
3994 -7329
B - C 3696 - 6598 F - G
3672 - 6887
C - D 3879 -6924 G - H
41I7i -7911
D - E 3994 - 7329
0
STATE OF
45015858285D309C3C A4DE DE 7968 EQ F9
.M iS81R=D6 M�Wftuz ffi 4S'3ilD@pM .it W.W044
8*ZriL#3C.D9Y7XJj n'i thadsics5;''°wAHW'rb4Ha4A,SW 7
t170GCibPa
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mdtFaFr+XuS sut0<rei�as3mflet Rs earIA t. WAW re.-WWtMwk:
coax.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - M
6067 - 3392
K - J
6351 - 33B1
M - L
6086 - 3405
J - 1
7250 - 3821
L - K
6389 - 3574
1.- H
7298 - 3842
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
• Te�j. Comp.
M-C
249 -382
K-F
1i96 -751
C - L
373 - 208
J - G
54j1 -1105
D - L
1854 -1078
F - J
1$73 - 867
D - K
1150 -515
G - 1
943 -422
E-K
81 -49
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ore extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
oiId ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
rfPI 1; ortor h
acceptance
any structure
its drawin any failure to build the
on this drawing or cover page
L design shown. The suitability
> > II
Job Number: 136DCS011
4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Truss I bel: B2
5'
5'
Ply: 1 I SEQN: 686341 / T28 ! HIPS
Qty: 1 FROM: GLM DRW:
Wgt 95.2 Ibs / ... 07/09/2018
8'9"15 F 12'4"5 16'4"
3'9"15 3'6'7 Tl1"11
1112X4 =3X4
21'4"
5'
12 C=6X6 D E =6X6 F
5 p —
T1
fV
3X6(A1)B C'=3Xfi(
at A
M L K J I
1112X4 =3X10 =—H0308=3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
21'4"
5'1"12 TT3 3'2"1 1 3'6"7 5'1"12
1 + 5'1"12 } 8'9"15 F 12' 1F7 13 16'2"4 21'4" 1
I
I
li
Loadi
'g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSl Criteria
♦ Maximum Reactions (Ibs)
TOLL:'
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.153 E 999 240
B 1335 1781 / - / - / -
18.0
BCLL:
0.00
j
Enclosure: Closed
Risk Category: 11
Lu: NA Cs: NA
VERT(TL): 0.419 E 882 180
G 1335 1781 / - / - ! -
18.0
BCDL:
10.00
Snow Duration: NA
HORZ(LL): 0.042 1 - -
Wind reactions based on MWFRS
Des L
' 37.00
EXP: C
HORZ(TL): 0.076 I - -
B Min Brg Width Req = 1.6
NCBCLL:
0.00
Mean Height: 19.33 ft
Code / Misc Criteria
Creep Factor. 2.0
P
G Min Brg Width Req = 1.6
Soffit:
II 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.376
Bearings B & G are a rigid surface.
Load I
uration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.610
Bearings B & G require a seat plate.
Spacin'
: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.362
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
Tens. Comp.
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.02.1208.15
A - B 23 -21 E - F .
1857 -3289
Lumber
B - C 1565 -2730 F - G
1566 -2730
Top ch'Ird
2x4 SP #1
C - D 1882 -3322 G - H
23 -21
Bot ch
�d 2x4 SP #1
D - E 1882 - 3322
Webs
4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Loadi
'g
Chords Tens.Comp. Chords
Tens. Comp.
#1 hip
upports 5-0-0 jacks wilh no webs.
B - M 2471 -1400 K - J
3334 -1901
Wind
M-L 2491 -1403 J-1
2491 -1404
Wind I
'ids and reactions based on MWFRS.
'
L - K 3334 -1901 1- G
2471 -1401
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
��
C - M 291 -45 E - J
C - L 950 - 548 J - F
324 - 337
921 - 523
*+
D - L 318 - 327 1- F
287 -45
" +
L-E 22 -14
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$7'B SXYSaI!i?1FPSY3YfWCf}$6 eas f#Ex caiiYl W.7 dK-&-
"WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) ion safety practices prior tc performing these functions. Installers shall provide temporary
bracingI
BCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
attacheid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610,
as apple. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (fifer to
drawing0A-Z for standard plate positions.
Alpine,ision of ITT E Iding Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss informan. with ANSIrI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page•
listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and s�j of this drawing,
for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
• For more i foonalion see this job's general notes page and these web sites: ALPINE: www.al Ineitw:com: TPI: www. inst.o : SBCA www.sbcindu .com: [CC: www.iccsafe.
I
I
IJob Number: 136DCS011 Ply: 1 SEQN: 688307 / T26 / JACK
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 10 FROM: AH DRW:
Truss Label: BJ1 Wgt:11.2lbs / .. 07/09/2018
12
5 C
2X4(A1) B
- M
41
D
SEAT PLATE REQ.
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
Des Ld: 37.00
Mean Height:,18.49 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 ft
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
1'
1�
1i
Snow Criteria (Pg,Pf in PSF)
Def 11CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R I U / Rw / Rh / RL
/
PE NA Ce: NA
VERT(LL): NA
B 148 f 96 / 132 ! - / 41
IW
/ f3.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 11 119 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -13 / 26 / 27
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.162
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.014
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp_
A-B 23 0 B-C
25 -14
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
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**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildlnf�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pfle_ ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su" brhty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2.
Pn m info fia — thie 1AW. nanaml nn}x nano and them umh sans• Al PILAF- www aWnM. min, TPI- vnwi_tninstam, SECA : www.sbdndustnr.com, [CC: www1ocsafe.om
� II
Job N ember: 136DCS011
4EGBGalen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Truss bel: BJ3
:1,
Ply: 1 SEQN: 686309 / T32 / JACK
Qty: 10 FROM: GLM DRW.
Wgt 12.6 Ibs .. / ... 07/0912018
12 C
5 �
2X4(A1) B
A
D
SEAT PLATE REQ.
T
M
1
3
®�
3'
Loadir
` Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl1CSi Criteria
♦ Maximum Reactions (Ibs)
TCLL:
°, 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL:
7.00
Speed: 160 mph
Pf NA Ce: NA
VERT(LL): NA
B 191 1101 / 147 ! - / 84
18.0
BOLL:
0-00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 50 18 / 40 ! - / -
11.5
BCDL:
d 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 D -
C 63 / 57 / 21 / - / -
/ 1.5
Des Ld
i 37.00
EXP: C
HORZ(TL): 0.003 D - -
Wind reactions based on MWFRS
NCBC 10.00
�
Mean Height: 18.91 ft
Code ! Misc Criteria
Creep Factor: 2.0
B Min B Width Re q = 1.5
Soffit: 2.00
TCDL: 4.2 sf
p
BCDL' 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.164
Big
D Min Br Width Re
g q -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h12
TPI Std: 2014
Max BC CSI: 0.075
C Min Big Width Req = .
Bearing B a rigid surface.
Spacin'
: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
r
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp-
Lumb
►II
Top chord
2x4 SP #1
A - B 23 0 B - C
24 >
Bot chc
rd 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member
design based on both MWFRS and C&C.
B - D 0 0
No 04110.2
a
�
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ua
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anr7'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
SCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10
e. AppTy plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to'
50A-Z for standard plate positions.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
iformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page_
drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
if this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS011 Ply: 1 SEQN: 686311 / T41 / JACK
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM DRW:
Truss Label: BJ5 Wgt: 16.8 Ibs / ... 07/09/2018
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
91-1
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
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 It
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'
5'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI 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(TL): 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: 0.301
TPI Std: 2014
Max BC CSI: 0.178
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.16
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C
1
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 261 / 133 / 189 1- / 128 / 8,0
D 89 117 /67 /- /- /1.5
C 117 /106 /43 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5 l
D Min Big Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
i
Maximum Top Chord Forces Per Plyl(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 23 0 B-C 45 -100
I
Maximum Bot Chord Forces Per Ply (lb.)
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
Are extreme care in fabricating, handlin shipping; installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
"I NI 1, or for n
acceptance
any structure
its drawin ,any failure to, build the
on this drawing or cover page
ie design shown. The suitability
� I
F
N inber: 136DCS011
6 Galen-2432"H" OL /DR Horton /4EGB-Galen-2432"H"OL
ss label: EJ5
SEAT PLATE REQ.
Ply: 1
Qty: 7
Wgt: 16.8 Ibs
SEQN: 686336 / T4 / EJAC
FROM: GLM
C
DRW:
N
CV
O7/09/2018
4'11"15
4'11"15
J
Loadir
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
j
TCLL:
j 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL / W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 261 / 133 / 189 / - / 128 / 8.0
BCLL:
0-00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 89 / 17 / 67 / - ! - / 1-5
BCDL:
'j 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.007 D - -
C 117 / 106 143 / - / - / 1.5
Des Ld•
37.00
EXP: C
HORZ L 0.008 D - -
)
Wind reactions based on MWFRS
NCBC
: 10.00
Mean Height: 19.33 it
Code / Misc Criteria
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit:
2.00
TCDL: 4.2 psi
BCDL:50 sf
P
Bldg Code: FBC 2017 RES Max TC CSI: 0.300
D Min Brg Width Req = -
Load Duration:
1.25
.
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.178
C Min Brg Width Req = -
Bearing B is a rigid surface.
S acin'
P
I: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.00&
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp-
Lumbef
Top ch
11
d 2x4 SP #1
A-B 23 0 B-C 45 -100
I
Botch
rd 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Membe
design based on both MWFRS and C&C.
B - D 0 0
ho 41 #*
0
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RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusset
qquire extreme care in fabricatingp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compon[ Safety Information, bq TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracingr BCSI., Unless noted dtherv✓ise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheigpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or810,
as applble. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Ltefer to
drawingd.160A-Z for standard plate positions.
Alpine, al'division of ITW Buildinp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in nfonnance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing f is drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and ust I of this gnawing for any structure is fhe responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Job Number: 136DCS011 Ply: 1, SEQN: 686315 / T5 / EJAC
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 25 FROM: GLM DRW:
Truss Label: EJ7 Wat 22.4 Ibs ... / ... 07/09/2018
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
T
SEAT PLATE REQ.
1 7'
7'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in too Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.015 D - -
HORZ(TL): 0.025 D - -
Creep Factor: 2.0
Max TC CSI: 0.489
Max BC CSI: 0.362
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.16
9rrD1585878 St33D 4C3C1t4DEDE 796e ED r9
mssixo+nnasuam�as€�esrrv¢amwsu�rcap r�saruaea�»af,
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.sm6.ai�ee3�
"Pk.
C
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL
I
i
B 334 / 169 1234 /- / 174 18.0
D 126 125 / 98 / - / -
11.5
C 169 / 155 / 63 /- / -
/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width 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
uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) fo'r salPety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
lId ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610,
e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise, kefer to
60A-Z for standard plate positions.
a division of
€is drawing,any failure to build the
on this drawing or cover page ie design shown. The suitability
Job Nituber:
136DCS011
Ply: 1
SEQN: 686342 / T17 / HIP_
4EGB
Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" Ol-
Qty: 2
FROM: GLM
DRW.
Trusslabel:
CJ5
Wgt 23.8 Ibs
.. / ... 07/09/2018
i
C
12
3.54 p
cr)
_r' o
2X4(A1) B N
A
D
SEAT PLATE REQ.
Ij
7'0"1
�- - 1'5"12 -
�I
7'0"1
Loadir
g Criteria (psq 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 L/# Loc R / U / Rw / Rh / RL / W
TCDL:
7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 227 / 142 / - /- /- / 10.6
BOLL:
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 / 17 /- / - / - / 1.5
BCDL:
10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.010 D - - C 78 / 57 /- / - / - / 1.5
Des L&I
37.00 EXP: C HORZ(TL): 0.019 D - - Wind reactions based on MWFRS
Mean Height: 19.31 ft
NCBC
L: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5
TCDL: 4.2 psf D Min Brg Width Req = -
Soffd:
2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.438
I P C Min Brg Width Req = -
Load Duration:
1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.388
Bearing B is a rigid surface.
Spar; n
: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
j Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
A-B 12 -11 B-C 28 -16
Lumbe"
Top ch
rd 2x4 SP #1
Bot ch
fir 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Wind to
ds and reactions based on MWFRS. B - D 0 0
II
MAOf
No 047162
STATE OF
'+.
l
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I
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
Compon�n
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary
bracing
qer BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached
as applic
lippid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ble. Apply plates to each face. of truss and as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings
position
160A-Z for standard plate positions.
Alpine, a
truss in
` ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
listing tf
nfonnance with ANSI PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
is drawing, indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability
this drawing for is the the Designer 1 Sec.2.
and usel
jof any structure responsibility of Building per ANSIRPI
job's
For more information
see this general notes page and these web sires: ALPINE: www.al inedw.com; TPI: www. inst.o • SBCA www.sbcindu .com• IM www.iccsafe.orcI
Job Number: 136DCSOI I Ply: 1 SEQN: 686313 / T26 / HITDRW:
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM
Truss Label: CJ7 Wgt: 37.8 Ibs / ...
. 07/0 /2018
54"5 i 9110"1
5'4"5 4'5"12
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 125
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Special Loads
T
i
SEAT PLATE REQ.
1-5"12 9'4"2 5"1
9'4"2 tl'io6i
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.72 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
-(Lumber Dur.Fac =125 / Plate Dur.Fac =1.25)
TC: From 0 plf at -1.48 to
55 pif at 0.00
TC: From 2 pif at 0.00 to
2 pif at 9.84
BC: From 0 pif at -1.48 to
4 plf at 0.00
BC: From 2 pif at 0.00 to
2 pif at 9.84
TC: -5 lb Conc. Load at 1.41
TC: 126 lb Conc. Load at 4.24
TC: 235 lb Conc. Load at 7.07
BC: 21 lb Conc. Load at 1.41
BC: 101 lb Conc. Load at 4.24
BC: 177 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NI
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.037 F 999 240
VERT(TL): 0.126 F 999 180
HORZ(LL): 0.012 F - -
HORZ(TL): 0.026 F
Creep Factor. 2.0
Max TC CSI: 0.447
Max BC CSI: 0.981
Max Web CSI: 0.280
Mfg Specified Camber:
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL
/ Vt/
B 329 / 232 / - I - I -
/ 1(l.6
E 357 /168 /- /- /-
/1.5
D 52 /49 /- !- /-
11.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply I(Ibs)
VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
i
A-B 12 -11 C-D 43 -54
B - C 439 -589
047182
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Maximum Bot Chord Forces Per Ply
Chords Tens.ComD. Chords TE
B-F 584 -412 F-E
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 440 - 624
-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 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. installers shall provide temporarryy
BCSI. Unless noted olherxise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
,iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910,
e. ADoTv Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
a division of
TPI 1; or torn
acceptance
any structure
failure to build the
g or cover page
in. The suitability
0
Job N
giber: 136DCS011
Ply: 1
SEQN: 686327 / T2 / VAL
4EGB'Galen-2432
"H" OL /DR Horton /4EGB-Galen-2432 "H" OIL
Qty: 1
FROM: GLM
DRW.
Truss
bel: MV1
Wgt:40.61bs
/ ... 07/0912018
610"l 10710
i
610"1 315"9
I
B=-4X4 1112X4 C
12 rilT
5
m
o
A 3X4(D1 a
DF
�12X4�"�1112X4
E
10'3"10
6'1113 3313
611"13 10710
Loadi
`g Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
TOLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
F' 75 / 43 / 42 / - / 13 / 123
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.056 E 999 240
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.150 E 999 180
Wind reactions based on MWFRS
BCDL:
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.014 E - -
F Min Brg Width Req = -
Des Ld7.00
" 3
EXP: C
Mean Height: 20.85 ft
HORZ(TL): 0.023 E
Bearing A is a rigid surface.
NCBCI.
: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor: 2.0
Soffit
11 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.402
Maximum Top Chord Forces Per Ply (Ibs)
Load D
ration: 1.25
MWFRS Parallel Dist: 0 to h12
TPI Std: 2014
Max BC CSI: 0.343
Chords Tens.Comp. Chords Tens. Comp.
A - B 46 -85 B - C 3 -1
Spacin
: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.099
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
ij
Wind Duration: 1.60
WAVE
Chords Tens.Comp. Chords Tens. Comp.
Lumbe`
Top ch
rd 2x4 SP #1 A - E 156 - 3 E - D 171 -6
Bot ch
rd 2x4 SP #1
Webs
x4 SP #3 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Wind
B - E 333 -246 C - D 136 -97
Membe!
design based on both MWFRS and C&C.
i
Right e
d vertical not exposed to wind pressure.
Additional
Notes
See DVIG
VAL160101014 for valley details.
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I
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*'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
Compon
i e99uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
h[ Safety Information, by r
bracing
TPI an7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
Locations for lateral
attache
as appli
riggid ceiling shown permanent restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
ble. Apply to each face of truss the Joint' Details, Refer
drawings
plates and position as shown above and on unless noted otherwise. to
160A-Z for standard plate positions.
Alpine, a
truss in
division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
listing t
and use
c nformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
fs drawing indicates acceptance of prolessionat engineering responsibility solely for the design shown. The su"ttability
'lof this yawing for any structure is a responsibility of the Building Designer perANSI/TPl 1 Sec.2.
For more in
ormaiion see this'ob's general notes pacle and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.orgSBCA: www.sbdndu .coin ICC: www.iasafe.0
Job Number: 136DCS011
Ply: 1
SEQN: 684377 / T21 / VAL
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Qty: 1
FROM: GLM
DRW: 1
Truss Label: MV2
Wgt: 35.0 Ibs
/ ... 07/09/2018
672 8'3"10
6'9"2 168
B=4X4
12
6 p C 1112X4
T
T
_lo
N �
N
1 A 3X4(Di N
1
DF
E 1112X4 1112X4
8'3"10
672 1'6"8
672 8'3"10
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL / W
F* 75 / 30 / 40 1- / 9 199.6
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.056 E 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.135 E 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.014E - -
F Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): 0.021E - -
Bearing A is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 21.67 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2:00
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.387
Maximum To Chord Forces Per PI lbs
p y �(� )
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.327
Chords Tens.Comp. Chords Tens. Comp.
A - B 64 -53 B - C 34 -11
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0`080
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot.Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Chords Tens.Comp. Chords Tees. Comp_
Lumber A - E 126 -25 E - D 126 -25
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Web Forces Per Pik (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Wind B-E 268 -202 C-D 70 -38
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
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*`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, handlin shipping, installing and bracing. ' Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anSBCA) for sa ety practices prior to performing these functions. installers shall provide temporary
bracing per BCSI.. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
Locations for lateral have bracingg installed BCSI sections B3, B7 or B10,
attached ripld ceiling shown permanent restraint of webs shall per
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW Buildinpp�Components Group Inc. shall not be responsible for. any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
listing this drawing indicates acceptance of pro essioni engineering responsibility solely for the design shown. The suitability
this drawing for any structure is the responsibility of the Building Designer ANSI1TPI 1 Sec.2.
and use of per
For more information see this "ob's general notes page and these web sites: ALPINE: www.ai ineltw.com; TPI: www. irist.o ; SBCA: www.sbcindu .com' [CC: www.iccsafe.orq
Job N6mber:
136DCS011
Ply: 1
SEQN: 684375 / T22 ! VAL
4EGB
Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Qty: 1
FROM: GLM
DRW.
Truss
bel: MV3
Wgt:28.0lbs
/ ... 0710912018
I
472 1 6'3"10
472 1'6"8
i
12 B=4X4
5 p
C 1112X4
T
a
3X4(D1)
A
rl
1 1
DF
E 1112X4 1112X4
6'3"10
'I
472 1-6"8
4'9"2 6'3"10
Loadir
g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TCLL:
; 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL / W
F* 75 / 29 / 38 / - / 8 175.6
TCDL:
II� 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.023 E 999 240
BCLL:
'I 0.00
Enclosure: Closed
Lu: NA Cs. NA
VERT(TL): 0.044 E 999 180
Wind reactions based on MWFRS
BCDL:
10.00
Risk Category: It
Snow Duration: NA
HORZ(LL): -0.006 E - -
F Min Brg Width Req = -
Des L
! 37.00
EXP: C
Mean Height: 22.08 It
HORZ(rL): 0.007E - -
Bearing A is a rigid surface.
NCBCLL:
10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor. 2.0
P
Soffit
III 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.219
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration:
1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.171
Chords Tens.Comp. Chords Tens. Comp.
A - B 44 -34 B - C 36 -12
Spacin
: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.065
f
Loc. from endwall: not in 9.00 It
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Chords Tens.Comp. Chords Tens. Comp_
Lumber
A - E 88 -23 E - D 88 -23
Top ch
.Ird 2x4 SP #1
Bot ch
'fd 2x4 SP #1
Webs 2'c4
SP #3 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Wind
B-E 220 -151 C-D 77 -40
Memb
r design based on both MWFRS and C&C.
Additional
Notes
See D
G VAL160101014 for valley details.
It4j10p
No 4`
TAT
TAT
r'
SER"t .
4001505828 5D3D9CSCA4DE 6E T9Ce E0 f9.
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A' 4PYp.YiSY�c£9�A
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sadtiTt S:+A.F astAent:ssY Y.cG�aS ffi3 ffia vexUie3 fn3yA cktlr
iGDSCi..
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
�1equire
Trusses extreme care in fabricating, handlin , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compon Safety Information, by
ni TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attach rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as appli ble. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to
drawing :I160A-Z for standard plate positions.
Alpine, 'division of ITW Building -Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss bnfonnance
in with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _
listing,t Is drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and us of this drawing for is the the Designer
any structure responsibility of Building per ANSI/TPI 1 Sec.2.
For more i formation see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. 'nsLc ; SBCA: www.sbrandu .coin; ICC: www.iccsafe.o
Job Number: 136DCS011 Ply: 1 SEQN: 684373 / T7 / VAL
4EGB-Galen-2432 "H" OL ]DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: MV4 Wgt: 18.2 Ibs / ... 07/09/2018
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 01
Bot chord 2x4 SP #1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category:11
EXP: C
Mean Height: 22.50 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 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
i
2
2'9"2 43"10
2'9"2 1'6"8
12
5 �
B=3X4
A 3X4(D1) C-3X4(B1)
T
D
4110
4'3"10
Snow Criteria (P9,Pf in PSF)
Deft/CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Pf: NA Ce: NA
VERT(LL): -0.007 999 240
Lu: NA Cs: NA
VERT(TL): 0.016 999 180
Snow Duration: NA
HORZ(LL): 0.001 - -
HORZ(TL): 0.002 - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.091
TPI Std: 2014
Max BC CSI: 0.085
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
iDBi56582& SD303t3C k4DE DE 745a ED f8
rn� ueroaai¢+stnaazY:�s�sa�sy�ic�a wmr+z�me,wd,e,�
Pt in. C°�e 6ata�l 3aa at�xxcr."ungaSK#7
ras Gte 4asa4tiiscme r<asu rnsf dupTaAa law
t13ti z5�A.7,Y.�BrftSsaxsct.Yo2arnasss76a+ree&d cn-TAW ems.-
GCDi4i.
♦ Maximum Reactions (Ibs), or "=PLF I
Loc R / U / Rw / Rh / RL / W
D" 75 / 27 / 36 /- /6 151.6
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing A is a rigid surface.
I
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Te6.. Camp.
A - B 224 -161 B - C 243 -179
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. 1 i
A-C 152 -167
"'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, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anSBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this dgrawing or cover page_ ,
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job N tuber. 136DCS011 P1yg:t122.4
SEQN: 686352 / T36 / SPEC
4EGB Galen-2432 "H" OL /DR Horton /4EG8-Galen-2432 "H" OL y: 8 FROM: GLM DRW:
Truss bel: 4M1 Ibs / ... 07/09/2018
Y
u7
r
r
1
12
4 p
%3X4.(R) C
B
=2X4 D
1 A 2X4(A1)
1112X4E
SEAT PLATE REQ.
5'
4'8"8
4'8"8
Loadi
g 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 Udefl U#
LOG R / U / Rw / Rh / RL / W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.008 E 999 240
B 254 / 110 / 192 / - / 86 / 8.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.020 E 999 180
D 179 195 / 112 ! - / - / 3.0
BCDL:
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 E - -
Wind reactions based on MWFRS
Des L&�
37.00
EXP: C
HORZ(TL): 0.005E - -
B Min Brg Width Req = 1.5
NCB
: 10.00
Mean Height: 15.00 ft
9
Code / Misc Criteria
Creep Factor: 2.0
D Min Brg Width Req = 3.0
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.157
Bearings B & D are a rigid surface.
9 9
Load Duration:
1.25
MWFRS Parallel Dist: 0 to h!2
TPI Std: 2014
Max BC CSi: 0.140
Bearing B requires a seat plate.
Spacin
�: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.157
Loc. from endwall: not in 4.50 ft
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: 17.02.02.1208.15
A - B 19 D 8 - C 14 94
Lumbe"
Top ch
! d 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot ch
rd 2x4 SP #1
Chords Tens.Comp.
Webs
' SP #3
:Rt Bearng
Leg 2x4 SP
#3:
B - E 62 -83
Wind
'i
Maximum Web Forces Per Ply (Ibs)
Membe
I design based on both MWFRS and C&C.
Webs Tens.Comp. Webs Tens. Comp.
D - E 82 -20 C - D 646 -433
'I 304158 n28 5D304C3CA9DEDE 7968 EO F9
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i�
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�xdi£m S?.YS wt'4ertXaa9enY�ae�nM1fz axe$'i�i fn az'trk.U:aruc
cwxia%
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses equire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compon "n Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing Or BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as appli e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawing ,160A-Z for standard plate positions.
Alpine, a'� ivision of ITW Building!�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in nfonnance with ANSI -Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing Itis drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su!tability
and usel of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number:
4EGB Galen-2432D HS OL /DR Horton /4EGB-Galen-2432 "H" OL I Wgt 11.2 Ibs I FROM: GLM / T20 / JACK I DRW 07/09l2018
Truss Label: 4BJ1
12
4
C
2X4(A1)B.
A ti
T
D
SEAT PLATE REQ.
1'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
LOG R / U / Rw / Rh / RL
/ Wi
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 147 / 100 / 133 / - ! 29
18.9
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 10 / 11 119 / - / -
/ 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -13 124 / 26 / - / -
/ 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
i
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
p
B Min Brg Width Req = 1.5
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.172
D Min Br Width Re
9 q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.018
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
A-B 19 0 B-C
20 -9
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member design based on both MWFRS and C&C.
B - D 0 0
No 0471,62
STATE,#t
4OD15B 58285DS09CSCM DEDE MO EDf9
. u�wsma*sMceAvffi+se�nscna�r.�anae�naaa»am�eAaxus3 re�i�sg ,
� q�i. uF, o*�7xai � rs �*am et.+a� a6*•ra y a t
3xes�x8cctstexro1ff13s@�rsssrd arss�tcw.ad c�xamdxsxkd
arss8� SdR+2*+.t&rnrYa?ffincoor.^.c[Y#s axr�v3 �.ragcl�r„+�
**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, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachesn id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Appl pplates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to
drawings 160A-Z fo�standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, orfor handling shippinsl, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of professronA- engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
1.1
Job N' fnber: 136DCS011 Ply: 1 SEQN: 686356 / T19 / JACK
4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 2 FROM: GLM, DRW.
Truss bel: 4BJ3 Wgt:12.6lbs / ... 07/09/2018
315
12
4 �
SEAT PLATE REQ.
C
TT
li
31 DI
31
Loadi
'g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
'i 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
1 W
TCDL:
7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): NA
B 190 187 / 151 / - / 57
/ 8.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 49 / 7 / 38 / - ! -
11.5
BCDL:
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.002 D -
C 62 / 43 / 25 / - / -
/ 1.5
Des Ld
37.00
EXP: C
HORZ(TL): 0.002 D - -
Wind reactions based on MWFRS
NCBC
: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Cree Factor. 2.0
p
B Min Brg Width Req = 1.5
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.171
D Min Brg Width Req =
Load Duration:
1.25
'
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.072
C Min Brg Width Req = -
Bearing B a rigid surface.
Spacing:
24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp_
Lumbe'
Top chord
2x4 SP #1
A - B 19 0 B - C
20 -61
Bot chord
2x4 SP 91
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Membe
design based on both MWFRS and C&C.
B - D 0 0
No 047109,
a
STATE OF
40015B58285DSD9C3CA4DEDE796BEDF9
rraiissmnasca�,affia:t�tssrra�neeeartaap �aar..a�uaneez,
7& 9fi.l3t R9YF 83j M4 !9# YS&m 6taYs1i W wa s:-.�g a iMbt
sc.eiar�.xs�nam�r.
6sx�asa%6}3sdaxa�: mraactcaw.�eradct�nnm,szw2 eaxtsz
xPc�+A2auYaar,Ckx�en�+v3ea 6a ve7+T,1c9 ca3ery eiedra�
a
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, hand!in shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
1t Safety Information, by TPI and'SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olhefwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
,jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
iformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
A this r7�awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
W
Job Number: 136DCS011 Ply: 1 SEQN: 686358 / T16 / SPEC
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss Label: 4CJ5 Wgt: 28.0 Ibs / ... 07/09/2018
SEAT PLATE REQ.
�-- 1'5"
Loading Criteria (pst)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10 .
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Wind
Wind loads and reactions based on MWFRS
oig rr
T
d'
D
�
T
N
7'0"2
6'8" 10
6'8"10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
F 220 1116 / - 110.6
Pf: NA Ce: NA
VERT(LL): 0.020 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.078 E 999 180
D 176 157 / - / 3.0
Snow Duration: NA
HORZ(LL): 0.006 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.613 E
Creep Factor: 2.0
F Min Big Width Req = 1.5
D Min Brg Width Req = 3.0
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.274
Bearings F & D are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.313
Bearing F requires a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.196
FTlRT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply I(Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02.02.1208.15
A - B 9 -7 B - C 68 -110
WAVE
Q `)..
STATE OF
40415958285D3D;C MDE DE 7968 ED F9_
Tfit3 a lRNS O'V'
rtJke tiz,oa�a :3 cn akatsac ate a&9sa aSwk•a
cr,8ra*MMk,
ms�trBec�cWft?ixe�szrra'i�ars�acx+�dram9eaak8
d�taffi:x"ek:®NLl'n°Siiai}y 1CfiEatU4M35.s aYY'd�Sf tYtkP�x�:i�tdt.
ASl i6i.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-E 100 -52
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling,shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anr7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a progpeny
iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
e. ADofv Dlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Kifer to
a division of
failure to build the
g or cover pa e.
rn. The su" bility
any
Job N mber. 136DCS011
4EGB alen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Truss bel: FT1
I
I
75"6
7'S"6
� I f 7612 +- 110"2 -{
=6X6 =3X4
AB C D
3'
AD AC
1112X4 =4X10
1114X4(R)
E F
Ply: 1 SEQN: 682344 / T39 / SY42
Qty: 4 FROM: AH DRW:
Wgt 130.2 Ibs .. / ...
9'5"6 19,11"8
2' 10'6"2
2'4"10 2-6"12 12'6"12 --I
W=3X4
=3X4 =3X4 =3X4 =6X6
GH I J K L MN
AB AAZ Y X W V U T S R Q P O
1112X4 =6X6 1112X6 =3X4 1112X4 =4X10 1112X4
W=H0308 1112X6
Loading
Criteria (psf)
Wind Criteria
TCLL:
40.00
Wind Std: NA
TCDL:
10.00
Speed: NA mph
BCLL:
0.00
Enclosure: NA
BCDL:
5.00
Category: NA
EXP: NA
Des LdriI
55.00
Mean Height: NA ft
NCBC
L: 10.00
TCDL: NA psf
Soffit:
1I 0.00
BCDL: NA psf
Load Duration:
1.00
MWFRS Parallel Dist: NA
Spacin
il: 24.0 "
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord 4x2 SP #1
Bot ch (d 4x2 SP #1
Webs x2 SP 93
PlaV Notes
All plat 1Is are 4X6 except as noted.
Defle ilIon
Max J !UERT DEFL: LL: 0.46" DL: 0.40". See detail
DEFL �11 MB1014 for camber recommendations.
Additional Notes
+ 2x6 cy
'ntinuous strongback. See detail
STRB IBR1014 for bracing and bridging
recom endations.
Webs lie square cut except dbl diagonals or as
otherw! 'e shown.
Truss must be installed as shown with top chord up.
19'11"8
07/09/2018
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw
/ Rh / RL
/ W
Pt NA Ce: NA
VERT(LL): 0.455 V 619 360
A 1096 / - I -
1- ! -
13.0
Lu: NA Cs: NA
VERT(TL): 0.794 V 379 240
N 1094 / - / -
/- ! -
12.5
Snow Duration: NA
HORZ(LL): -0.059 M - -
A Min Brg Width Req
= 1.5
HORZ(TL): 0.081 M - -
N Min Brg Width Req
= 1.5
Code / Misc Criteria
Creep Factor. 2.0
Bearings A & M are a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.950
TPI Std: 2014
Max BC CSI: 0.918
Maximum Top Chord Forces Per
Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.751
Chords Tens.Comp.
Chords
Tens. Comp.
FT/RT:12(0)/10(0)
Mfg Specified Camber:
A- B 0 0
H- 1
0 -4366
Plate Type(s):
B- C 0 -1196
I- J
0 -3916
WAVE, HS
VIEW Ver: 17.02.02.1208.15
C - D 0 -1162
J - K
0 -2862
D- E 0 -2868
K- L
0 -1153
E-F 0 -3995
L-M
0 -1185
F-G 0-4500
M-N
0 0
G - H 0 -4366
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
AD -AC 0 0
V- U
4500 0
AC -AB 2243 0
U- T
0 0
AB -AA 3495 0
U - S
4291 0
AA- Z 3495 0
S- R
3507 0
f lf` i!
'
Z- X 3495 0
R- Q
3W7 0
+e,
Y-X 0 0
Q-P
2222 0
�, aq�
X- W 4499 0
W V 4500 0
P- O
0 0
. s*
-
�a.
io
w 6 WIWI
Maximum Web Forces
Per Ply (Ibs)
AWebs
Tens.Comp.
Webs
Tens. Comp.
AD-B 14 0
G-U
146 -520
h STATE m
"
B -AC 1578 0
U- I
323 -69
r
AC- D 0 -1456
D 870 0
1- S
J
0 - 521
556
�,
-AB
AB- E 0
S-
J- R
0
'opera>s
-852
19 10
J
22 0
0 -877
E -AA 7
K
89 0
Sitk
X- F 0 -1270
K- P
0 -1442
400A5358285D3o9C8CA4Df0;:msaWI`9 F-W 907 0 P-M 1563 0
'"" "asia aYanppYcsuatiam�o xaa iica e es V - G 233 -228 M - O 14 0
�rgrc.� urrzar3 as es:" sr�m at�in ys�+sa
as�rnzka�nc�c
iirs3ex�a%af¢lisdmnsn��aactczr.N�rrd Gpud.�el erz�H
zj*.S.A.: 'P3LA1YG:8ISSLi hYpYNr Jwnyd.&,,4i
R?<DM
"WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compo en Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache( ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applI i� ,a, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to
drawingg 160A-Z for standard plate positions.
Alpine, i l division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in onformance with ANSI U_PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing t 'is drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and us;" of this drawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's qeneral notes paqe and these web sites: ALPINE www.aiDineits.com: TPI: wwtoinst.om: SBCA www.skindustrv.com: [CC, www1ocsafe.om
IJob Number: 136DCS011 Ply: 1 SEQN. 682364 / T29 / SY42
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM DRW:
Truss Label: FT2 Wgt: 142.8 Ibs / .. 07/09/2018
7'5"6 9'5"6 20'4" l
7'S"6 2' 10110"10
�3"1�
F5I �- 2-6"12 — — 1'10"2 -- 1i �- 1— i �►—�
=6X6 =3X4 =5X8 1114X6(R) 1113X6(R) W=3X4 =3X4 1112X4 =5X6 1112X4
AB C D E F G H I JK L M N O P
T
r�
� 1
AE AD AC AB AA Z Y X W V U T S R Q
1112X4 =4X10 III2X4 =6X6 1112X6 W=H0308(l)
1112X6 =6X6 =3X4
20'4"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / Wi
TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.419 X 571 360 A 1108 /- I- I - /- 13. 0
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.732 X 416 240 Q 1125 1- / - / - 1- 14.6
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.052.0 - - A Min Brg Width Req = 1.5
Des Ld: 66.00 EXP. NA HORZ(TL): 0.071 0 - - Q Min Big Width Req = 1.3
Mean Height: NA it Code / Misc Criteria CreepFactor: 2.0 Bearings A & Q are a rigid surface.
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.679
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.868 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.761 Chords Tens.Comp. Chords Tens,. Comp.
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - g 0 0 1-1 0 0
I: NA GCpi: NA Plate Type(s): B - C 0 -1212 I - K 0 -4235
Wind Duration: NA I WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1177 K - L 0 -4235
Lumber D- F 0 -2910 L- M 0- 3421
E-F 0 0 M-N 0 -3421
Top chord 4x2 SP #1 F - G 0 -4236 N - O 0 -1950
Bat chord 4x2 SP 91
Webs 42 SP #3 G- H 0 -4820 O- P 3 0
H -1 0 - 4667
Plating Notes
All plates are 4X6 except as noted. Maximum Bat Chord Forces Per Ply (Ibs)
(1) - plates so marked were sized using 0% Chords Tens.Comp. Chords Tens. Comp.
Fabrication Tolerance, 0 degrees Rotational AE-AD 0 0 X- W 4803 0
Tolerance, and/or zero Positioning Tolerance. AD -AC 2272 0 W - V i 0 0
Deflection AC -AB 3553 0 W - U 4501 0
t§*0111€ f AB- Z 3553 0 U- T 4301 0
DEFLCAMB1014 for camber recomm ndationsetail �X Z Y 4815 0 S - R 2785 0
i,�iiM'lbfyQ %
r+ •,q ar Y- X 4820 0 R- Q 1087 0
Additional Notes ftq� 1k�+
s
+ 2x6 continuous strongback. See detail o "r STRBRIBR1014 for bracing and bridging 4 Maximum Web Forces Per Ply (Ibs)
recommendations.
+ Webs Tens.Comp. Webs Tens. Comp.
Webs are square cut except dbl diagonals or as ; AE- B 14 0 W - I 471 34
otherwise shown. ; B -AD 1598 0 I - T 0 - 369
" STATE OF{ AD- D 0 -1474 T - L 393 0
Truss must be installed as shown with top chord up. ,� K
" 4N D -AC 888 0 L - S 0 -723
vat °`� AC-F 0 -873 M-S 0 -71
20
B F - Z944 10 N - R 0 -1162
Z-G 0-1355 R-O 1200 0
aamsesazasososc3CA9i8EDE7965E3f9. G-Y 806 0 O-Q 0 -1516
antimnnasnea ir�e�xxca feauawssez easy rAam ae rnaa cs X - H 436 -133 Q - P 0 -15
vet t.ur wrxfa rye 5uo saatmvnpas a t H - W 11 - 738 P - Q 0 -44
sat,§csstrrataxne�c.
�affir�c�siaacfetas6�nesst �aae%�wuB¢xed i�,a9md asa3ad
�dxFo S x:W+orn�s�c�a3orcrntt<: rsaii6 i mmgeYsetxar&
uotm
**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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) y safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (tefer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, ar for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.tpinst.orgSBCA www.sbdndu .com' ICC: www.iccsafe.org
Job Ndmber: 136DCS011 Ply: 1 SEQN: 682366 I T30 I SY42
4EGB�Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW:
Truss bel: FT3 Wat:182.0Ibs / ... 07/09/2018
�3"1_Lf-i
�--- 2'6"12 —+ 2'6"12
=4X4 W=3X4
=6X6
=5X8 =4X4
W=3X4 1114X6(R)
=5X6 1112X6 =5X6
AB
C D E
F G H I
J K L
Ij3*
�I
+
1
AA Z
Y X W
V LIT S R
Q
1113X4 =6X10
=6X6 1112X6 1114X6(R)
=4X4 1113X6(R) W=H0308
=5X8
W=H0308 =4X6
Loadi
g Criteria (psf)
Wind Criteria
TCLL
40.00
Wind Std: NA
TCDL:
!; 10.00
Speed: NA mph
BCLL:
'! 0.00
Enclosure: NA
BCDL:
5.00
Category: NA
Des Ld'-I
55.00
EXP: NA
NCBCk:
10.00
Mean Height: NA ft
TCDL: NA psf
Soffit
0.00
BCDL: NA psf
Load M
ration: 1.00
MWFRS Parallel Dist:- NA
Spacin
: 24.0 "
C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top ch "rd 4x2 SP #1
Bot ch �d 4x2 SP #1
Webs ?2 SP 43
Specia i Loads
--(Li Inber Dur.Fac =1.00 / Plate Dur.Fac.=1.00)
TC: F iom 50 plf at 0.00 to 50 plf at 5.85
TC: From 100 plf at 5.85 to 100 pit at 20.21
BC: F m 5 pif at 0.25 to 5 plf at 5.85
BC: F m 10 pit at 5.85 to 10 pit at 20.33
TC: i 3 lb Cone. Load at 1.85, 3.85, 6.85
Platin II Notes
All platAl s are 6X8 except as noted.
DeflectLn
Max JAERT DEFL: LL: 0.33" DL: 0.25". See detail
DEFLCI1I MB1014 for camber recommendations.
Additional Notes
+ 2x6 ntinuous strongback. See detail
STRB BR1014 for bracing and bridging
recom endations_
Webs a'I square cut except dbl diagonals or as
otherwis a shown.
Truss rr i st be installed as shown with top chord up.
20'4"
1112X6
M N
T
�B
P O
-5X8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Lee R / U / Rw
/ Rh / RL
/ W
Pt NA Ce: NA
VERT(LL): 0.330 V 724 360
A 1281 / - I -
1- l -
/ 3.0
Lu: NA Cs: NA
VERT(TL): 0.578 V 527 240
O 1170 /- / -
/_ ! -
/ 4.0
Snow Duration: NA
HORZ(LL): -0.042 AA - -
A Min Brg Width Req = 1.5
HORZ(TL): 0.057 AA - -
O Min Brg Width Req = 1-3
Code / Misc Criteria
Creep Factor. 2.0
Bearings A & O are a rigid surface.
Bldg Code: FBC 2017 RES
Max TC CSI: 0.593
TPI Std: 2014
Max BC CSI: 0.581
Maximum Top Chord Forces Per
Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.949
Chords Tens.Comp.
Chords
Tens. Comp.
FT/RT:12(0)/10(0)
Mfg Specified Camber:
A - B 0 0
H -1
0 - 5121
Plate Type(s):
B- C 0 -1547
I- J
0 -5121
WAVE, HS
VIEW Ver: 17.02.02.1208.15
C - D 0 -3831
J - K
0 -4076
D- E 0- 5123
K- L
0- 4076
E- F 0 -5540
L- M
0 -2303
F-G 0 -5540
M-N
0 -32
G - H 0 -5537
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp_
AA- Z 1 -1
U- T
5551 0
Z- Y 2993 0
T- S
5469 0
Y- X 4687 0
S- R
5469 0
X- W 4687 0
R- Q
4742 0
� �
W- V 5551 0
Q- P
3301 0
A� ,r�,
V- U 5551 0
P- O
1273 0
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
o 647102* "
#
AA- B 14 0
T- H
143 0
"»
B-Z 1993 0
H-R
0 -461
'o
Z-C 0-1914
R-J
501 0
n _,'
OF
STATE,rp
C- Y 1109 0
J- Q
0 864
t•is$j�q_
w� `v�@��
Y-D 0-1109
D - X 20 -14
K-Q
Q - L
0 -67
1005 0
D - W 566 0
L - P
0 -1321
W- E 0 -503
P- M
1362 0
�fyff
5
E- V 117 0
M- O
0 -1643
543
V- G 0 -20
O- N
142 0
400158582E 5D309C3CA4 eDE 7968 En FB G-T 0 -119 N-O 0 -217
srtn�tmnasatans�rnmsnstsuenp marr�iwsnnes, .
!'& fR. ibt, C97383) as @tk Y�ZS9 a'N�'A �SY$ il^.,g a 35!H f
ib`SP3:M3fi1E&�fMA
�Gc.�YsaftP�docmm�t �smass�.3�mdbi�sc9m°4 sxrSr@
�d�S+t 4sziE<MkaikusU.baca's3 ha vsriti¢�a�trYrkUrKrk
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
-,iquire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
if Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted o herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
ble. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. {Refer to
I60A-Z for standard plate positions.
ivision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this.drawing,any failure to build the
nformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, .
drawl indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
of this diawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS011
Ply: 1
SEQN: 682332 / T24 / SY42
4EGB-Galen-2432 "H" OL ]DR Horton /4EGB-Galen-2432 "H" OL
Qty: 3
FROM: GLM
DRW:
Truss Label: FT4
Wgt 36.4 Ibs
/ ... 07109/2018
1-7"12 3'4"
17"12 1'8"4
1-4"12 --�
LL JJ�
f3l — 1'5"4 3'1
1112X4 =3X8 1112X4
A B C
=3X4 1114X4 3X4
3'4"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL / W,
F 183 /- l - I - l - I -
TCDL: 10.00
Speed: NA mph
Pt NA Ce: NA
VERT(LL): 0.002 E 999 360
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.004 E 999 240
D 183 / - /-
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
F Min Brg Width Req = -
Des Ld: 55.00
EXP: NA
Mean Height: NA It�
HORZ L 0.000 D - -
)�
D Min B Width Re -
� q
NCBCLL: 10.00
TCDL: NA psf
Code / Misc Criteria
Creep Factor. 2.0
Soffit: 0.00
BCDL: NA psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.101
Maximum To Chord Forces Per PI Ibs
p y ( I )
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2014
Max BC CSI: 0.035
Chords Tens.Comp. Chords Tens. Comp.
A - B 3 0 B - C 3 0
Spacing: 24.0 "
C&C Dist a: NA It
Rep Factors Used: Yes
Max Web CSI: 0.034
Loc. from endwall: NA
FT/RT:12(0)110(0)
Mfg Specified Camber:
I: NA GCpi: NA
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: NA
WAVE
VIEW Ver: 17.02.02.1208. 6
Chords Tens.Comp. Chords Tens. Comp.
Lumber
F - E 104 0 E - D � I 0
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Hangers / Ties A- F 0 -83 B- D D -140
(J) Hanger Support Required, by others F - B 0 -142 D - C 0 -15
B-E 50 0 C-D D -70
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
xis. ov *
isE No
� e
g•, .
�J�ftll
40015858285D369CMA4DEDE7968E8f9 .
':R8?tSfd6DiMEf+ &4358'L4StR15&p Mib:$fian£fYasx
7irtl,l�. a171ffi3J ara @asa+scaEd@wAeWvecx'3aj9brwJ
;5437ffidf8Si816p�4T
93l'i*1'Dt4 3YCrfl}e"Yf}YKt&.�'4fl4 W.Wtt@Ys^W.4 e' f &wYriAW
iFs3aW3aahfiPaYux%7tv.5taioPoYat hvoxx7 fi.�myxdctirtffiC
cwbaz.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) for sa Ely practices prior to performing these functions. Installers shall provide temporary
have sheathing and bottom chord shall have a
bracing er BCSI. Unless noted dtherwise,top chord shall properly attached structural propperly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t
the JoinCDetails, Defer to
as applicable. Apply plates to each face. of truss and position as shown above and on unless noted otherwise.
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
bracing trusses.A this drawing cover e_
truss in conformance with ANSI PI 1, or for handlin shippin , installation and of seal on or pa ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
this drawing for is the responsibility of the Building Designer ANSIITPI 1 Sec.2.
and use of any structure per
For more information see this Fob's wneral notes pacte and these web sites: ALPINE: www.ai ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .mm' [CC: wwwkesafe.ong
1 x A
Job N ;nber. 1360CS011 Ply: 1 SEQN: 682427 / T23 / SY42
4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW-
Truss '� bet: FT5 Wgt: 120.4.Ibs / ... 0710912018
10'0"4
10'0"4
18'0"2
7'11 "14
2-6"12 1 2'6"12 1
1112X4
1114X6(R) =3X6 =4X4 1113X4(R) W=3X4
AB C D E F G H I J K L
1112X4 =3X6 1112X4 W=3X4 =4X4 R Q
=4X6 =3X6
18'0"2
=2X4(R)
M N
O F8 T
P
Loading
Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
TCLL:
40.00 Wind Sid: NA
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U#
Loc R
/ U / Rw
/ Rh / RL
/ W
TCDL:
; 10.00 Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.054 X 999 360
A 543
I - l -
1- l -
/ 3.0
BOLL:
'I 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.094 X 999 240
p• 199
1- / _
/ _ ! -
/ 96.6
BCDL:
5.00 Category: NA
Snow Duration: NA HORZ(LL): -0.008 Y - -
A Min
Brg Width Req = 1.5
Des Ld:j
55.00 EXP: NA
HORZ(TL): 0.011 Y - -
P Min
Brg Width Req
= -
NCBC
Mean Height: NA ft
L: 10.00
Code / Misc Criteria Creep Factor. 2.0
Bearings A & S are a rigid surface.
9 9
TCDL: NA psf
Soffit:
0.00 BCDL: NA psi
BldgCode: FBC 2017 RES Max TC CSI: 0.635
Load Duration:
1.00 MWFRS Parallel Dist: NA
TPI Std: 2014 Max BC CSI: 0.259
Maximum
Top Chord Forces
Per
Ply (Ibs)
Spacin
rl: 24.0 " C&C Dist a: NA It
Rep Factors Used: Yes Max Web CSI: 0.339
Chords Tens.Comp.
Chords
Tens. Comp.
j Loc. from endwall: NA
FT/RT:12(0)110(0) Mfg Specified Camber:
A - B
0 0
H - 1
712
0
I: NA GCpi: NA
Plate Type(s): -
B - C
0 - 540
1- J
323
0
Wind Duration: NA
WAVE VIEW Ver: 17.02.02.1208.15
C - D
D-E
0 -508
0-1051
J - K
K-L
323
323
0
0
Lumbe!
Top ch
rd 4x2 SP #1
E - F
0 - 693
L - M
136
0
Bet ch
fd 4x2 SP #1
F - G
342 0
M - N
1
0
Webs
z2 SP #3
G - H
712 0
i
1lLoads
Specie
Maximum
Bot Chord Forces Per Ply (Ibs)
—(L
tuber Dur.Fac =1.00 / Plate Dur.Fac.=1.00)
Chords Tens.Comp.
Chords
Tens. Comp.
TC: From
50 plf at 0.13 to 50 plf at 5.85
Z - Y
0 0
U - T
302
0
TC: From
BC: Ffom
100 plf at 5.85 to 100 plf at 17.89
5 pif at 0.00 to 5 plf at 5.85
Y - X
1014 0
T - S
0
-404
BC: Fiom
10 plf at 5.85 to 10 plf at 18.01
X - W
1069 0
S - R
0 '
-448
TC:
8 lb Cone. Load at 1.85, 3.85, 5.85
W - V
1069 0
R - Q
0
-114
ii��
V- U
302 0
Q- P
46
0
Plating
All
. otes
s 3X4
�����,��
plat
are except as noted.
$y �,ao�
A? °pis
Maximum
Web Forces
Per Ply (Ibs)
Additional
Notes4s�
o!✓
Webs
Tens.Comp.
Webs
Tens. Comp.
See del
i1 it STRBRIBR1014 for bracing and bridging
No 047162A
Z - B
13 0
H - S
D
-162
recom
ndations.
B- Y
712 0
S- 1
0
-353
Webs a
otherwia
square cut except dbl diagonals or as
shown.
- '; ±
Y - D
D-X
0 -660
63 0
I - R
K-R
170
0
0
-106
Truss rrDust
be installed as shown with top chord up.
# $1±
X - E
35 -26
R - L
0
-284
E-W
18 -10
L-Q
11
-32
,°�
E-V
0 -511
Q-M
0
-254
V - F
T
545 0
-895
M - P
0
-65
-
37
T-
600
P-O
0
SER14AG
- S
0 - 690
4001585823 5D3D 9L3C A4DE DE 7968 ED r9
weft ssa%caenar�tar�s � sm�sa3s3csttxp M, aMV Z04
' 'PL i#E.i3G.Yi7iS,i14n C!# $iSC e�.ba St�r� t6Yq "SN.A 7
a3Caem�rzYrca¢er'c.
d Y4' SzyY1zed't1 4'aYd SPAf4£ii3ECatil av= VW is W
#fkUa2 S. 2.d �ysc.^a n�91Ca usxi#! r»3erir3eti'r,rts.
i�
csctics.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGY
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINGTHE INSTALLERS
Trusses equire extreme care in fabricating, handlingq shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Compon �nf Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing Ayer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attachedingid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawing 1160A-Z for standard plate positions.
truss in
Alpine, c Cision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
onformance with ANSI PI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page, .
listin t is drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use'I of this pawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2.
Job Number: 136DCSOII
4EGB-Galen-2432 "H" OL /DR Horton 14EGB-Galen-2432 "H" OL
Truss Label: FT6
7'4"14
7'4"14
FS� 2,6"12 —}+- 1'9"10 �{
1115X6(R) - =3X4 =3X6 1113X4(R)
AB C D E F
Ply: 1 SEQN: 682422 / T31 / SY42
Qty: 8 FROM: GLM DRW:
Wgt:120.4lbs / ...
9-4"14 18'0"2
2' 8'7"4
1'10"4 - 4- 3"9 +3 1N �- V3" -{
W=3X4
1113X4(R) =3X4 =3X6
G H I J K L M
T
AA Z Y X WV U T S R Q P O N
1112X4 =4X10 =4X4 1112X4 1115X6(R) 1112X6
W=H0308 1112X6 =5X6
18'0"2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (ibs)
I
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R
/ U / Rw
/ Rh / RL
/ W;
TCDL: 10.00
Speed: NA mph
Pf: NA Ce: NA
VERT(LL): 0.283 S 747 360
A 981
/ - / -
/ - / -
/ 3.0
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.494 S 544 240
N 998
1 _ / _
I _ /
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): -0.043 L - -
A Min
Big Width Req
= 1.5
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.059 L - -
N Min
Brg Width Req
= -
NCBCLL: 10.00
Mean Height: NA ft
Code / Misc Criteria
Creep Factor. 2.0
Bearing
A is a rigid surface.
TCDL: NA psf
Soffit: 0.00
BCDL: NA psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.658
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2014
Max BC CSI: 0.656
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 "
C&C Dist a: NA It
Rep Factors Used: Yes
Max Web CSI: 0.661
Chords Tens.Comp.
Chords
Tens. Comp.
Loc. from endwall: NA
FT/RT.12(0)/10(0)
Mfg Specified Camber:
A - B
0 0
G - H
0 -3455
I: NA GCpi: NA
Plate Type(s):
B - C
0 -1052
H - 1
0 -2888
Wind Duration: NA
WAVE, HS
VIEW Ver: 17.02 0 .1208-
C - D
0 -1020
1-1
0 -28M
Lumber
D- E
0 -2484
J- K
0 -2888
E - F
0 -3342
K - L
0 -1687
Top chord 4x2 SP #1
F - G
0 - 3653
L - M
3 0
Bot chord 42 SP #1
Webs 4x2 SP 93
Maximum
Bot Chord Forces Per Ply (Ibs)
Plating Notes
Chords Tens.Comp.
Chords
Teps. Comp.
All plates are 4X6 except as noted.
AA- Z
0 0
T - S
3653 0
Hangers / Ties
Z- Y
1970 0
S- R
364b 0
Y- X
2992 0
R- Q
1 0 0
(J) Hanger Support Required, by others
X- W
2992 0
R- P
3273 0
Deflection
W- U
2992 0
P- O
2�89 0
0 0
Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detail
DEFLCAMB1014 for
$`txyl11i8dfl�i�
MA�
U - T
3652
O - N
camber recommendations.
�j� x�
1
Additional Notes
�, "��+* °�'
Maximum
Webs
Web Forces
Tens.Comp.
Per Ply (Ibs)
Webs Te
Coin
+ 2x6 continuous strongback. See detail
w" ."
a. +
ft 1
p'
s. p"
STRBRIBRIO14 for bracing and bridging
;
" q q
AA- B
13 D
G- R
O -654
recommendations.
B- Z
1388 0
R- H
411
0
Webs are square cut except dbl diagonals or as
; m
go
Z - D
0 -1277
H - P
0 -525
otherwise shown.
a W
D - Y
714 0
J - P
i0 -84
Truss must be installed as shown with top chord up.
` a w ;
�A,
Y- E
E-X
0 -692
20 -15
P- K
K-O
677 0
10 -976
E- U
576 0
O- L
1017 0
U-F
0 -923
L-N
10 -1333
1d�4ti.
F-T
643 0
N-M
!0 -15
X
S-G
411 -126
M-N
0 -44
4i USS S8n SD309C3C"DE0E 790 Mfg
':sn¢siaravusotmekci^effiscaa�czptfl mslca3tdapP raiP #twn»mma,
�'i }r., titg93A8}}�1 &t fi1'COgi�YSMs.adgabMh-f
'�iiiti'irsXgl4&Ycldid3 d#Stt&ri."I `&39�tl�tiabk$
SMdYYA¢awi]4ti9rvEhE$akHeflY�^ an:Y,at �a vei(Cn 3bixYFfie9�dd.
cza3.isY.
"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 handling shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathincql and bottom chord shall have a pro Ply
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinC Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ ,
listing this drawing indicates acceptance of protessp4 1 engineering responsibility solely for the design shown. The suitabrirty
and use of this gnawing for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this'ob's general notes a and these web sites: ALPINE: www.al ine'dw.com: TPI: www. inst.o • SBCA: www.sbcindu .com; ICC: www3ocsafe.o
. I9
Job Nriinber: 136DCS011 Ply: 1 SEQN: 682431 / T34 / SY42
4EGB Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW.
Truss label: FT7 Wgt: 117.6lbs .. / ... 07/0912018
I
i
578 7-7"8 17'3"2
5'7"8 2' 97"l0
3
1� �Ir
F5 I--- 2'6" --1 V11" 2,6" �3„1 3,12f` 26" �fF 1.3
=4X6 W=3X4
j 1115X6(R) =3X4 1114X6(R) III3X4(R) =3X4 =4X4 =4X6
AB C D E F G H I J K L M N
3
�=� li P,i ►; %•• i i'40 kill
z� i as Pi
wr -�I flr.
=6X6 =_ X6 1114X6(R) 1113X6(l4) =4X4 =3X6 =4X6 =4X6
W=H0308
Loadi 'g
Criteria (psf)
Wind Criteria
TCLL:
40.00
Wind Sid: NA
TCDL:
',� 10.00
Speed: NA mph
BCLL:
( 0.00
Enclosure: NA
BCDL:
5.00
Category: NA
Des Ld''j
55.00
EXP: NA
NCBC
L: 10.00
Mean Height: NA ft
TCDL: NA psf
Soffit:
� 0.00
BCDL: NA psf
Load Duration:
1.00
MWFRS Parallel Dist: NA
Spacm
: 24.0 "
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Top ch Fd 4x2 SP 91
Bot ch 'rd 4x2 SP #1
Webs 4V SP #3
Platin Notes
All plat s are 2X4 except as noted.
Hange ! Ties
(J) Hanger Support Required, by others
Deflection
Max JT,;IERT DEFL: LL: 0.29" DL: 0.26". See detail
DEFLC MB1014 for camber recommendations.
Additi nal Notes
+ 2x6 �ntinuous strongback. See detail
STRBR : R1014 for bracing and bridging
recomn{r ndations.
Webs at square cut except dbl diagonals or as
otherwise shown.
Truss rr,ust be installed as shown with top chord up.
177'2
Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.293 U 691 360 A 939 / - ! - 1- / - 13.0
Lu: NA Cs: NA VERT(TL): 0.512 U 503 240 O 956 ! - / - /_-
Snow Duration: NA HORZ(LL): -0.039 M - - A Min Brg Width Req = 1.5
HORZ(TL): 0.053 M O Min Brg Width Req = -
Code / Misc Criteria Creep Factor. 2.0 Bearing A is a rigid surface.
Bldg Code: FBC 2017 RES Max TIC CSI: 0.805
TPI Std: 2014 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes Max Web CSI: 0.629 Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/10(0) Mfg. Specified Camber: A- B 0 0 H- 1 0 -3190
PlateType(s): B-C 0-1002 I-J 0 -3190
WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -972 J - K 0 -2710
D-E 0-2342 K-L 0 -2710
E-F 0 -3175 L-M 0 -1603
F-G 0 -3198 M-N 3 0
G - H 0 - 3209
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp, Chords Tens. Comp.
Z-Y 0 0 T-S 3302 0
Y-W 1868 0 S-R 0 0
X- W 0 0 S- Q 3074 0
W- V 2724 0 Q- P 2261 0
�$ V- U 3198 0 P- O 913 0
i�� u - T 3305 0
��v+'�a Maximum Web Forces Per Ply (Ibs)
�, Webs Tens.Comp. Webs Tens. Comp_
w NO 047182
Z-B 12 0 S-J 251 0
B-Y 1321 0 J-Q 0 -495
Y-D 0 -1204 K-Q 0 -67
a D-W 660 0 Q-L 611 0
STATE OFOtt w W- E 0- 773 L- P 0 915
E- V 1023 0 P- M 959 0
V-F 0 -466 M-O 0 -1274
U-H 307 -118 15 N-O 0 -
H-.S 18 -315
4001555828 51) 9CBCA4D£DE 7968 ED r9
. .rraxsi#t.aas¢ BRaBcIYFmr4irpE4�9is �9a sin "M4041Xm Ir % .
'n jni Us "71Vj W lsstatamYties m4laOwl
.assL'9tts2iEL54C.1643a.
'fi%'.i,:LQ�ibrt��44`4Ci9]4&Yi1 �'ffitl8S4Yd"�.�tl'ail��CCari'i, 8a3i1f�
UbSB ASS YHhCYASi11fr#.f026Psc:SR rd` 144[6'� a1.xWfkLi�4:.'
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'" IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses egquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compon n[ Safety Information, b TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSL Unless noted olherw!se,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperly
attache i rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to
drawing I160A-Z for standard plate positions.
Alpine, ;division of ITW BuildinQqComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in nforrnance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. .
listing t 'is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrlrty
and us ',� of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
IJob Number:
Truss Labl'n-2 T382 HS OL /DR Horton /4EGB-Galen-2432 "H" OL I Qty: 2 2 Ibs I FROM: G M 7 / T38 / SY42 I DRW; 07/09/201 B I
T8" 19,10"
5'8" 2' f 12.2"
r"ice 2'6" 27 i's"i�— 2'6" ��3"1��3 1�� Z6" �F3"1 _3"1yi
=4X6 =3X4
1115X6(R) =3X4 =4X10 1113X4(R) W=3X4 =4X4 =-4X6 =3X4=2X4(R)
AB C D E F G H I J K L M N O
P e T
v
AC AB AA Z Y X W V U T S R Q
=5X6 =5X6 1114X6 1113X6(R) =4X4 W=H0308 ==4X6 =4 10 =4X4
=-4X6
1T4" j 2'6" ---I
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
W1
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U#
LOG R / U / Rw
/ Rh / RL
/
TCDL: 10.00
Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.292 X 699 360
A 943 1- l -
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.558 X 510 240
R 1239 1- / -
! - / -
14.0
BCDL: 5.00
Category: NA
Snow Duration: NA HORZ(LL): -0.037 L - -
A Min Big Width Req = 1.5
1
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.053 L - -
R Min Brg Width Req = 1.3
NCBCLL: 10.00
Mean Height: NA ft
Code / Misc Criteria Creep Factor,. 2.0
Bearings A & R are a rigid
surface.
Soffit: 0.00
TCDL: NA psf
BCDL: NA psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.925
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2014 Max BC CSI: 0.844
Maximum Top Chord Forces
Per Ply (Ibs)
Spacing: 24.0 "
C&C Dist a: NAft
Rep Factors Used: Yes Max Web CSI: 0.618
Chords Tens.Comp.
Chords
Tens. Comp.
Loc. from endwall: NA
FT/RT:12(0)/10(0) Mfg Specified Camber:
A - B 0 0
H - 1
0 -3201
I: NA GCpi: NA
Plate Type(s):
B - C 0 -984
I - J
0 -2711
Wind Duration: NA
WAVE, HS VIEW Ver: 17.02.02.1208.15
C - D 0 -957
J - K
0 -2711
Lumber
D- E 0 -2355
K- L
0 -1581
E-F 0 -3193
L-M
273 0
Top chord 4x2 SP #1
F - G 0 - 3201
M - N
273 0
Bot chord 4x2 SP #1
G-H 0-3201
N-O
0 -5
Webs 4x2SP#3
Plating Notes
Maximum Bot Chord Forces Per Ply (Ibs)
All plates are 2X4 except as noted.
Chords Tens.Comp.
Chords
Tens. Camp.
Additional Notes
AC -AB 0 0
W- V
, 0 0
AB- Z 1833 0
W- U
3079 0
+ 2x6 continuous strongback. See detail
AA- Z 0 0
U - T
3079 0
STRBRIBR1014 for bracing and bridging
Z - Y 3178 0
T - S
2252 0
recommendations.
Y - X 3193 0
S - R
891 -12
Webs are square cut except dbl diagonals or asL1ffitftltiJl#i
q P 9
X- W 3302 0
R- Q
0 61
otherwise shown..
Truss must be installed
as shown with to chordup.
P
+x
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens. Comp.
No 0
AC- 8 12 0
J- T
0 - 67
.
B -AB 1298 0
T- K
646 0
AB-D 0-1180
K-S
0 -955
�. ;.
D-Z 726 0
S-L
982 0
Z-E 0-1121
L-R
0 -1291
A
E-Y 509 0
F-X 228
M-R
R-N
0 -144
0
1s
-156
-288
�y•
11
X - G 267 - 488
G - W 47 -344
N - Q
O - Q
89 0
,0 -42
W-1 278 0
P-Q
0 -11
40075858285DSD9CSCA40EDE7958E0f9
I- T 0 -522
rrwt;rmeuxm<eacrter�:rsvycgomanaxsve4®r eaarss�twn�aa,
rarri.2r, tla3 38t} ax @ha dale <t3aa ilmra ti+tiY,B a Sw�7
,w�ast�aUan<a�
stab s.�'mxal ifis daa<au rce4 «r�deaa�3 egad xts�d
st�aA�41+A+7a eo4eaau<tba mseo^say<!®xYrsnk.
cxa+ex.
"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 handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing, indicates acceptance of pro essiona engmeen responslbility solely for the design shown. The suitabrhty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more informalion see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; S9CA: www.sbdndu .com; ICC: www1cmde.ong
Tob N ember: 136DCS011 Ply: 1 SEQN: 6824111 T43 / SY42
GBalen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 7 FROM: GLM DRW.
Truss Label: FT9 Wgt: 119.0 Ibs / ... 07/09/2018
5'8" 7'8" 17'4"
518" 2' 918"
F5 � f--- 2'6"12 �{
1115X6(R) =3X4
AB C D E
P1
1113X4(R)
1112X4 W=3X4 ' =3X4 1112X4 =4X4 1112X4
F G H I J K L M
T
v
1
1112X4 =6X6 =5X6 1112X6 1113X6(R) -- =3X5
i
W=H0308
II
it 17'4"
Loadin'l Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs)
TCLL: '` 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.310 T 657 360 A 943 / - / _ / _ ! - / 3.0
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL):, 0.547 T 504 240 N 960 / - / - / - / - / 4.0
BCDL: I 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.039 L - - A Min Brg Width Req = 1.5
EXP: NA
Des Ld' S5.00 HOIZZ(TL}: 0.054 L - N Min Brg Width Req = 1.3
Mean Height: NA ft Code / Misc Criteria Creep Factor. 2.0 Bearings A & N are a rigid surface.
i NCBC :10.00 P
� TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.908
Load D 'ration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply (lbs)
Sl in 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.628 Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: NA FT/RTA2(0)/10(0) Mfg Specified Camber: A - B 0 0 G - H 0 -3218
I: NA GCpi: NA Plate Type(s): B - C 0 -1000 H -1 0 -3218
Wind Duration: NA WAVE, HS IVIEW Ver: 17.02.02.1208.15 C - D 0 -970 1- J 0 -2726
Lumbe it D- E 0 -23T/ J- K 0 -2726
Top ch rd 4x2 SP #1 E - F 0 -3212 K - L 0 -1611
Botchc,t4x2SP#1 F-G 0-3221 L-M 3 0
Webs 4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Camp.
All plat Is are 4X6 except as noted. Y - X 0 0 S - R 3319 0
X-V 1863 0 R-Q 0 0
Deflect on W- V 0 0 R- P 3096 0
Max JT ERT DEFL: 1 0.31" DL: 0.29". See detail V - U 3198 0 P - O 2273 0
DEFLC MB1014 for camber recommendations. U - T 3212 0 O - N 918 0
Additio al Notes t ��1IDtt4T - S 3323 0
+ 2x6 continuous strongback. See detail @ A;
STRBR BR1014 for bracing and bridging ��r:urra�5 Maximum Web Forces Per Ply (Ibs)
recommendations. Webs Tens.Comp. Webs Tens. Comp.
Webs are square cut except dbl diagonals or as m Y - B 12 0 R -1 254 0
otherwi °e shown.
do 4718 � B-X 1318 0 I-P 0 -502
Truss must be installed as shown with top chord up. " : _ X - D 0 -1200 J - P 0 -68
�* D-V 716 0 P-K 616 0
:eft V-E 0-1114 K-O 0 920
�P or,'*At E- U 497 0 O- L 965 0
� � F-T 247 -121 Ill0 -1280
OR I+�� T-G 220 -495 N-M 0 -15
i� G-R 46 -315 M-N 0 -44
I /
QM58 58n 5D3D SC3CA4DE D875O Mfg
SlaSfSSf.�aIISSEV. ta:?'AEWf39ja�QA3Y@i!@D� fa�E@IPAYti8s5&
�t iA•>di rmY98Y7 � Y5a run ekaam aGavm c a Ska.1
a aYnsascra+3xnsa�c
r t'se saYYiiads snY aaCYcard a'd Y'igysw Ma tow
m99t$ E StiA•Y EVHbut'asd7aakGRoflMffi9 ffia etrYb$ ftYYryt!@cirs➢�°.
ctinix,.
"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 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
F Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unfess noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
i e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to
60A-Z for standard plate positions.
vision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawingA any failure to build the
iformance with ANSI PI 1, or for handling{ shipping, installation and bracing of tNSSes.A seal on this dfawmg or cover page. .
drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability
A this gnawing for any structure is the responsibility of the Building Designer per ANSIrl i 1 Sec.2.
Job Number: 136DCS01I Ply: 3 SEQN: 682433 / T33 / FLAT
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW:
Truss Label: FG1 Wgt 117.6 Ibs / ... 07l0912018
1, 5'B"
1-9"9 3-10"2 5-9"3 } 7'8"4 + 975 11-6"6 13715+ 15'3"
I
1'9"9 2'0"9 1,11"1 1,11"1 1'111 1'11"1 1'9"9 1111"1
1112X4 =4X10 =4X6 =4X4 =4X4 =4X10 =3X10
A B C D E F G H I
"v
=:iA1U =4Ab =4X4 =4X4 =4AIIU =4A'IU
15'8"
1'9"9 1-11"1 1-11"1 I 1'11"1 r 1'11"1 2'0"9 } 1'11"1 I 1-9"9
H1.. 2'2"9 4'1"10 6'0"11 7'1112 9'10"13 11'11"6 13107 15'8"
5
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CS1 Criteria
♦ Maximum. Reactions (Ibs)
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R / U I Rw / Rh / RL /W
R 4842 / - / - /- /- / t
J 4001 / - / -
R Min Brg Width Req = -
J Min Brg Width Req = 1.5
Bearing J is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 0-00
Load Duration: 1.00
Spacing: 24.0 "
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
VERT(LL): 0.262 E 718 360
VERT(TL): 0.458 E 522 240
HORZ(LL): 0.039 A - -
HORZ(TL): 0.053 A - -
CreepFactor. 2.0
Max TC CSI: 0.557
Max BC CSI: 0.572
Max Web CSI: 0.878
Code! Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
A - B 0 -16 E - F 0 -6420.
Loc. from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber:
1: NA GCp!: NA
Plate Type(s):
B - C 0 -2970 F - G 0 -5844
VIEW Ver: 17.02.02.1208.15
Wind Duration: NA
WAVE
C - D 0 -4929 G - H 0 -4563
Lumber
D- E
0 -6095
H- 1
0 -2536
Top chord 2x6 SP #1
Bot chord 2x6 SP M-26
Maximum Bot Chord Forces
Per
Ply (Ibs)
Webs 2x4 SP #3 :W3 2x4 SP 91:
Chords Tens.Comp.
Chords
Tens. Comp.
Nailnote
R- Q
2677 0
N- M
6023 0
Q- P
4731 0
M- L
4854 0
Nail Schedule:0.128"x3", min. nails
P - O
6028 0
L - K
2939 0
Top Chord: 2 Rows @ 4.50" o.c. (Each Row)
O - N
6500 0
K - J
12 0
Bot Chord: 1 Row @12.00" o_c.
Webs :,I Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
Maximum. Web Forces
Per Ply (Ibs)
spacing between rows and stagger nails in each row
Webs
Tens.Comp.
Webs
Tens. Comp.
to avoid splitting.
ritltlra
451
4o
'� ��q
A- R
0 -305
N - F
0
Special Loads
0�NX
�,xrxr�.on,�4 ,p'� ✓
�a'�
R - B
B Q
0 -2923
927 0
F - M
M G
0 -566
1123 0
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00)q�a°°
TC: From 50 0.00 to 50 15.67
':
�°
-
Q - C
0 -199B
-
G - L
0 - 919
plf at plf at
„
BC: From 5 pif at 0.00 to 5 plf at 15.6731
C - P
628 0
L - H
1843 0
TC: 998 lb Conc. Load at 0.54, 2.48, 4.48, 6.48
P - D
0 -1247
H - K
0 -1275
7.52, 9.52,11.52,13.52
D - O
212 0
K -1
2773 0
'� •
O- E
0- 460
I- J
0 -1236
Plating Notes
q..
OF
E-N
3 -254
All plates are 3X4 except as noted.
w
✓�{�r * ,�9 ,.fir,;
IV' *'�
Purlins
The TC of this truss shall be braced withattached
$ftit
spans at 24"c on lieu of structural ural sheathing.
t
Additional Notes
4901585828.SD3D.C3CRADEOE 7968EO F9
Truss must be installed as shown with top chord up.
rr�s measoamcxtc amrnraansaa�rarya,wae
at$t4.tk.wr7tr7 cas�:s }axaaetaemc�ge5t+d•3
r<cxtaiexctt�c�umsaM an mctean;ti�rad m�batl.� sailsb
A'IY{tiR£.N.�i BG'ln<fJ3Pi'!4L"Yfw°bfRYn16 9Eiirks M3f 7Y3181Y31df
4L3dY%
"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, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed perBCSI sections B3, B7 or 610,
as applicable. Appty plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildin4 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI�I PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page- ,
listing this drawingg indicates acceptance of rofessiona engineering responsibility solely for the design shown. The su bihty
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more Information see ihis'ob's aeneral notes Pacand these web sites: ALPINE: www.al ineilw.com: TPI: www. inst.o ; SBCA: w.wrsbcindu .com; [CC: www.iccsafe.org
L
l
Job N
tuber: 136DCS0I1
Ply: 3
SEQN: 682437 / T35 / FLAT
4EGByGalen-2432
"H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Qty: 1
FROM: GLM
DRW:
Truss I_aIII
FG2
Wgt: 117.6 lbs
.. / ... 07109/2018
1, 5'>�"
155.
179 310"2 5-9"3 7'8"4 97"5 11'6"6 13'3"15 15'3"
+
r 1'9"9 2'0"9 1'11"1 i' ill 1"1 1'11"1 1,11"1 + 1'9"9 ill
T
1
1112X4 =3X10 =4X6 =4X4 =4X10 =3X10
A B C D E F G H I
=4X1U =4X6 =4X4 =3X10 =4X1U
15'8"
I
j 1.9"9 1'11"1
5H 2'2"9 4'1"10
I„
1'11"1 I 1-11"1 1'11"1 I 279 I 1'111 I
6'0"11 7'11"12 9'10"13 11'11"6 13'10"7
1'9"9
15'8"
Loadir
g Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc I U#
LOG R / U / Rw
/ Rh / RL
/ W
TCDL:
10.00 Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.257 E 731 360
R 4246 /- /-
/- /-
/ -
BCLL:
0.00 Enclosure: NA
I NA Cs: NA VERT(TL): 0.450 E 532 240
J 4266 / - / -
/ - / -
/ 3.6
BCDL:
5.00 Category: NA
Snow Duration: NA HORZ(I 0.039 J - -
R Min Brg Width Req
= -
Des L
EXP: NA
`I 55.00
HORZ(TL): 0.054 J -
J Min Brg Width Req
= 1.7
NCBC
Mean Height: NA ft
LL: 10.00
Code ! Misc Criteria Creep Factor. 2.0
Bearin J is a rigid surface.
9 9
Soffit:
TCDL: NA psf
'il 0.00 BCDL: NA psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.502
Load Duration:
1.00 MWFRS Parallel Dist: NA
TPI Std: 2014 Max BC CSI: 0.996
Maximum Top Chord Forces Per Ply (Ibs)
Spacin
: 24.0 " C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.769
Chords Tens.Comp.
Chords
Tens. Comp.
Loc. from endwall: NA
FT/RT:20(0)/l0(0) Mfg Specified Camber:
A - B 0 -15
E - F
0 - 5688
I: NA GCpi: NA
Plate Type(s):
B - C 0 -2693
F - G
0 -5292
Wind Duration: NA IWAVE
VIEW Ver: 17.02.02.1208.15
C - D 0 -4418
G - H
0 -4210
D- E 0 -5396
H'- 1
0 -2405
Lumbil�j��'
Top chord
2x6 SP #1
Bot chd{d
2x6 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs
SP #3 :W3 2x4 SP #1:
Chords Tens.Comp.
Chords
Tens. Comp.
Nailno
a
R- Q 2431 0
N- M
5444 0
Nail Sc
edule:0.128"x3", min. nails
Q- P 4252 0
M- L
4464 0
Top C
ord: 2 Rows @ 4.50" o.c. (Each Row)
P - O 5339 0
L - K
2787 0
Bot Ch
rd: 1 Row @12.00" o.c.
O - N 5735 0
K - J
14 0
1
Webs
j : 1 Row @ 4" o.c.
Repeal
ailing as each layer is applied. Use equal
Maximum Web Forces
Per Ply (Ibs)
spacin
between rows and stagger nails in each row
Webs Tens.Comp.
Webs
Tens. Comp.
to avoi
splitting.
A - R 0 - 237
N - F
277 0
Specia
—(L
Loads
mber Dur.Fac =1.00 / Plate Dur.Fac =1.00)
»�j "'��v
R- B 0 -2655
B - Q 827 0
F- M
M - G
0 -481
940 0
TC: F
6m 50 pit at 0,00 to 50 pif at 15.67��
fi
Q - C 0 -1770
G - L
0 - 801
BC: Flom
5 pit at 0.00 to 5 plf at 16.67
a +
O
C - P 523 0
L - H
1616 0
TC:
k6 Ib Conc. Load at 0.85, 2.85, 4.85, 6.85
s
P- D 0 -1046
H- K
0 -1208
8.85,1
85,12.85,14.85
" It
D- O 180 0
K- I
2527 0
Platinc
Notes
a
O-E 0 -385
i-J
0 -1338
All plat
p
I's are 3X4 except as noted.
g, p
;
STATE O
E-N 3 -150
The T 'of this truss shall be braced with attached '1? '
spans al 24" cc in lieu of structural sheathing. 1
Additi II',�,alNotes 400155 58285DIID9L3CA011DE1968EOf9
Truss r st be installed as shown with top chord up. x
#qnp ii¢,�497t3J �i 2a16 cYCm0DC�'iuc`;eSN#e
x ca3sa
*a;$czg�szYtiBsssase zrmoesexrko.�ad adxtdtrs'afr
� �Y La.raffia,^ekanu, cudoewse 6s w,ii'S� mmr+�rr:
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compo enf Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache .gid telling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as appli ' ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
drawing 1160A-Z for standard plate positions.
Alpine, division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in onfonnance with ANSI PI 1, or for handling shipping, installation and bracing oftrusseS.A seal on this drawing or cover page_
listing t�i'is drawing indicates acceptance of professfonat engineering responsibility solely for the design shown. The suitability
and us¢� of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more i formation see this job's qeneral notes page and these web sites: ALPINE: www.alDinenw.com: TPI: www.toinst.om: SI wwwsbcindustrv.mm, IM www_ir fa am
Job Number: 136DCSOI1 Ply: 1 SEQN: 686376 / T44 / EJAC
4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: I i
Truss Label: 4EJ3 Wgt:12.6lbs / ... 07/091201B
T-2
/
12
4 F_�
SEAT PLATE REQ.
IA
1'0"83'
3'
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl1CSI 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): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.002 D - -
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
D - -
NCBCLL: 10.00
TCDL: 4. psf
Code i Misc Criteria
Creep Factor. 2.0
Creep Factor
r 2.0
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.184
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.069
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
"ho..
STATE
400158582M309M A4DEDE 7965 ED F9
'R ROM4m i&'Vw" tfd1Ju31i162f4Elid
Prix. a —, WWI W fttail&W"A&" e.bf!A•7
�SR4SH;ii1ip41fEv9.
Brzzrtdse�aereimdmnSmni msetzr.4ca.Kxdrb*�r9md aex3s@
ffiaE�ffi £BSI : stnAefrtKstkR.cz's3o flt4ffii Ba vsd mlAytl@tix3aaL:
caa.
T T
C\I d
V_ ti
1 1
♦ Maximum Reactions (Ibs)
LOG R I /Rw /Rh /RL
/Wi
B 194 189 / 154 ! - 158
I
17.5
D 49 /6 /39 /- /-
/1.5
C 62 143 / 24 / - / -
/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 20 -62
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of
ivi i,orTor n
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Nt�ber:
136DCS011
Ply: 1
SEQN: 686378 / T37 / HIP_
4EGB-il
alen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL
Qty: 2
FROM: GLM
DRW:
Truss
bel: 4CJ3
Wgt 15.4 Ibs
/ ... 07/0912018
2.83 o C
T
T
to
Y' 0)2X4(A1) B Ee) ti
35 A r-
E D
I
f
SEAT PLATE REQ.
4'2"14
1'5"
4'2" 14
Loadin
l Criteria (pso 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 too Udell U# Loc R / U / Rw / Rh / RL / W
TCDL:
7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA E 151 / 77 /- 110.6
BOLL:
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 70 / 4 / - / - ! - / 1.5
BCDL:
10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C 36 15 / - 1- l- 1 1.5
Des Ld
EXP: C HORZ(T )L: 0.004 D - - Wind reactions based on MWFRS
1 37.00
NCBC
Mean Height: 15.00 ft E Min Br Width Re 1.5
L: 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q
Soffit:
TCDL: 4.0 psf BldgCode: FBC 2017 RES Max T6 CSI: 0.081 D Min Brg Width Req = -
1t 2.00 BCDL:5.0 sf -
P C Min Brg Width Req =
Load D
S
ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.111
124.0 " Rep Factors Used: Yes Max Web CSI: 0.000 Bearing E r a rigid
P acin
C&C Dist a: 3.00 ft a seat p
Bearing E requires a seat plate.
I FT/RT:20(0)/10(0) Mfg Specified Camber:
Loc. from endwall: Any
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_
Lumbe
A - B 9 7 B - C 9 -2
Ird
Top ch
2x4 SP #1
Bot cho
d 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Wind to
ds and reactions based on MWFRS. B - D 0 0
�ua �.y Y98$/�iytl �10,
047182
+Wp, qmay.
4'.
l 'STATE S ;
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'r1'e �Iv3 %.iIltti `t6At§�aiG°.6 h:'w:l W rerr �YfiYRkYtrAtsK:
cc�x,
RNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
quire extreme care in fabricating, handlin shipping, installing and. bracing. Refer to and follow the latest edition of BCSI (Building
�[ for
Comport,
bracing
Safety Information, by TPI andrSBCA) safety practices prior to performing these functions. Installers shall provide temporary
r BCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a
p10,
attache
properly
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 33, B7 or
ble. Appiy pales to face truss the Joint Details, k fer to
as appli
drawings
each of and position as shown above and on unless noted otherwise.
760A-Z for standard plate positions_
Alpine, a'aivision
truss in
of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
c nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this
and useI�I
drawing indicates acceptance of prolessiona engineering responsibility solely for the design shown. The suitability
of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
For more irtonnation
see this job's general notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.o
a
Job Number: 136DCS011 Ply: 1 IS
EQN: 686380 ! T12 /HIPS
4EGB-Galen-2432 "H" OL lDR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM. GLM DRW:
Truss Label: 4D2 Wgt 44.8 Ibs .. / _.. 07/09/2018
ii
3'0"8 6'11 "8 10,
3'0"8 311 " 3'0"8
E
12
4 F,--- C=nva =D 4
T
N
d'
13 5
SEAT PLATE REQ.
III4^1+ =13^1+
10,
SEAT PLATE REQ.
374 3'5"12 3'4"
1' 374 6'8" 10, 1'
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
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Special Loads
--(Lumber Dur.Fac.=1.25 ! Plate Dur.Fac.=1.25)
TC: From 55 pif at -1.00 to
55 plf at
3.04
TC: From 27 pif at 3.04 to
27rplf at
6.96
TC: From 55 plf at 6.96 to
55 pif at
11.00
BC: From 4 plf at -1.00 to
4 pif at
0.00
BC: From 20 plf at 0.00 to
20 plf at
3.07
BC: From 10 plf at 3.07 to
10 plf at
6.93
BC: From 20 pif at 6.93 to
20 pif at
10.00
BC: From 4 plf at 10.00 to
4 plf at
11.00
TC: 97 lb Conc. Load at 3.07,
6.93
TC: 62 lb Conc. Load at 5.00
BC: 119 lb Conc. Load at 3.07,
6.93
BC: 49 lb Conc. Load at 5.00
Wind
Wind loads and reactions based on MWFRS.
T
d'
1
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
LOG R ! U ! Rw / Rh / RL
! W
Pf: NA Ce: NA
VERT(LL): 0.029 G 999 240
B 632 1268 f - / - / -
/ 8, Io
Lu: NA Cs: NA
VERT(iL): 0.077 G 999 180
E 632 / 268 / - / - / -
/ 8.'0
Snow Duration: NA
HORZ(LL): 0.009 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.016 G - -
B Min Brg Width Req = 1.5
Code/ Misc Criteria
Creep Factor: 2.0
E Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.227
Bearings B & E are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.317
Bearings B & E require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.065
FT O)!10(D)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply, (Ibs)
Platteo Type(s):
Ty
Chords Tens.Comp_ Chords
Tens. Comp.
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 19 -14 D - E
4 M -1297
B-C 482-1304 E-F
19 -14
C - D 439 -1256
40015058285DWSCUMDEDE 7968 ED 179
rnn"arodasbama�zti�xexar�f3ras�ssas�ams raar.�aa aemxaaz,.
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x�das.
Maximum But Chord Forces Per Ply;(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-H 1217 -442 G-E 1210 -444
H - G 1239 -440
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 164 0 G-D 170 0
C-G 17 0
"*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
id ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. Apply plater to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
this drawing indicates acceptance of protessiona1 engineering responsibility solely for the design shown. The suitability
ie of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2.
Job N 'tuber: 136DCS011
4EGB- Sal:,
"H" OL /DR Horton /4EG8-Galen-2432 "H" OL
Truss bet: 4D1
T
12
Ar7
Ply: 1 SEQN: 686382 / T18 /
Qty: 2 FROM: GLM
Wgt: 36.4 Ibs
5' 10,
5' 5'
C=4X4
DRW:
... / ... 07/09/2018
IIIG/�Y
SEAT PLATE REQ. SEAT PLATE REQ.
10' _ I
n
ClV
1
5'
5
5'
10
_L
1
Loadin
'g Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefIICSi Criteria
♦ Maximum Reactions (Ibs)
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.013 F 999 240
B 433 / 205 1272 ! - l79 18.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.033 F 999 180
D 433 1205 / 272 / - /- 18.0
BCDL:
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.004 F - -
Wind reactions based on MWFRS
Des Ld'11
37.00
EXP: C
Mean Height: 15.00 ft
HORZ(TL): 0.007 F - -
B Min Brg Width Req = 1.5
NCBCLL:
10.00
Code / Misc Criteria
Creep Factor: 2.0
P
D Min Brg Width Req = 1.5
Soffit:
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.192
Bearings B & D are a rigid surface.
Load D'
ration: 1,25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.213
Bearings B & D require a seat plate.
Spacin
24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CS 1: 0.078
Maximum Top Chord Forces Per Ply (Ibs)
j
Loc. from endwall: not in 4.50 ft
FT/RTM(0)/10(0)
Mfg Specified Camber:
Chards 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 19 0 C - D 470 -638
B - C 470 -638 D - E 19 0
Lumbe
Top ch
Ird SP #1
Bot chord
x4
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2
K4 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - F 575 -351 F - D 575 -351
Member
design based on both MWFRS and C&C.
i
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 206 - 27
No 47182
STATE OF
• R'q' —
kit.
' 4001555828 5D3D 9C3CA4DE DE 7958 Er! r9
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ce�did.
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses e9uire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Cog.';gt Safety Information, byy TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy
bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a properly
attache rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as appli bie. Apply plater to each face. of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to
drawin is J 60A-Z for standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawingq any failure to build the
truss in nformance with ANSI PI 1, or for handling shippin,, installation and bracing of trusses.A seal on this drawing or cover page_
listing tF�is drawing indicates acceptance of professions engineering responsibility solely for the design shown. The slit billty
and us�e�11 of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2.
For more ini'omnation see this lob's general notes Daue and these web sites: ALPINE: www.aVneitw.com: TPI: wwwAoinstom.: SBCA www.sbcindustrv.com: ICC: www.iccsafe.om
Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind-Spee-d, 15'-- Mean- Height,-Encl-osed, E-xpo_sure C, _ Kzt = 1.00
Ori 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00
Orr 120 moh Wind Soeed, 15' Mean Helaht. Partially Enclosed, Exposure D. Kzt = 1,00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace w
(1) 2x4 'LW
(2) 2x4 'L' Brace w
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group A
Group B
Group A
Group B
Group A
Group B
U
S P F
#1 / #2
3' 10,
6' 7'
6' 10'
7' 9'
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
#3
3' 8'
5' 9'
6' 2'
7' 8'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' 1'
7' 8'
9'1'9'
6'
12, 0'
12, 6'14'
0'
14' 0'
Q
P
Standard
3' 8'
4' 11'
5' 3'
6' 7'
8' 11'
9' 6'
10' 4'
IS' 1'
14' 0'
14' 0'
_j
a
14-
S P
#1
4' 0' 1
6' 8'
6' 11'
7' 10,
8' 2'
9' 4'
9' e'
12' 4'
12, 9'
14' 0'
14' 0'
#2
3' 10'
1 6' 7'
6' 10'
1 7' 9'
8' V.
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' it,
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
�
F
Stud
3' 9'
5' 3'
5' 7'
6' it,
7' 5'
9' 2'
9' 7'
10, it,
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
_U
.-
S P F
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
Ill 0'
13' 11'
14' 0'
14' 0'
14' 0'
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10, 5'
10, le,
13' 9'
14' 0'
14' 0'
14' 0'
U
Stud
4' 2'
7' 1'
7' 6'
e' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
H �-
Standard
4' 2'
6' 1'
6' 5'
8' 1'
B' 8'
10' 5'
10' 10'
12' 8'
L3' 7'
14' 0'
1 14' 0'
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
Ill 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' Ill
14' 0'
14' 0'
14' 0'
03
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10, 6'
10' LI'
13' 4'
14' 0'
14' 0'
14' 0'
Q1
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, it,
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10' 10,
ill 10,
12' 7'
14' 0'
14' 0'
d
S P F
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12' 1' .
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 7'
8' 2'
8' 5'
9' 8'
10' 0'
11' 6'
1 12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
L7
U
LJ
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
f�l F
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
Il' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
1111.
5' i'
8' 5'
e' B.
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
i4' 0'
d
S P
#2
4' 10'
8' 3'
e' 7'
9' 9'
10, 2'
11' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
N
#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 L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
.--i
Standard
4' 7'
6' 6'
1 6' 11'
8' 8'
1 9' 3'
1 11' 6'
12' 0'
13' 7'
14' 0'
14' 0'
1" 0'
A1Yout k
able Truss
Diagonal brace option -
T
vertical length may be
doubled when diagonal
18' X
brace Is used. Connect
L I
diagonal brace for 600#
'L' -'Ij-
at each end, Max web
Brace
total length Is 14'.
'
3IE31E
l
2x6 DF-L 02 or
better diagonal
T
I
Vertical length shown
I
bracer single
8,
In table above.
or double cut
L 1
45•
(as shown) at
upper end
Connect diagonal at
midpoint of vertical web,
44
Refer to chart above for
"VARNDO- READ AND F0.LOV ALL NOTES -ON THIS BRAVING!
.■1NpMTAHT- FURNISH THIS BRAVING To ALL CGfMNCT= H MUIIING THE DaTALLERL
Trusses squire extreme core in fabricating, hnndling,•Shipping, Instaledt and bradng. RafZ,: to and
(.test Component Safety Information, by TPI SBCA) for`. safety
(�
Follow the edition of BCSI (Bu9ding and
practices prior to performing theca functions. Installers shall provide temporary bracing par BCSL
Unless noted otherwise, top chord shall hove property attached structural sheathing erW bott8n chord
shall have a properly attached rigid eellIng. Locotlons sham Far permanent lateral restraint of webs
shall have bracing Installed per SCSI sections 43, 87 or B10, as applicable. Apply pl.tvs to each face
Q I I 11�J1�
oftruss and pasltton as shoe n above and on the Jotnt BataRs, unless noted otherwise,
Refer to drawings 160A-I for standard
plate positions.
Alpine, a dlvision of ITV Bustling Conponents Group Inc shall not be respan Me for any deviation from
AN TIIN COMPANY
this droving, any failure to build the truss In conformance with ANSI/TPI 1, or for hondtha, shipping.
hstoantbn 6 bracing of trusses.
A seal on this d-wI ng or cover, page Usti g this drawing, Indicates acceptance of professional
engtrreerine ro solely for the design shown The sWtabtllty and use of this drawing
133B9 Lakefront Drive
far any strixturo Ls responsaJllty of the Building Desigrner per ANSLIIPI I Sect.
Earth City, MO 63D45
For more Information see this Job's general notes page and these web sites
ALPtNE1 wevalpinaitw.ewi TPI, vvv.tp4xtorgi SBCA, vn.sbclndustry.orgi IM wn)ccsaf,,oN
Bracing Group Species and Gradesr
Group AI
S ruce-Pine-Fir Hem-Flr
#1 / #2 Standard 02 Stud
#3I Stud 1 1 #3 Standard
ilou las FIr-Larch Southern Pinewww
#3 #3
Stud Stud
Standard Standard
Group Bt
Hem -fir
#1 & Btr
#1
Do las w
Fir -Larch Southern Plneww
alI tit#2 1 42
1x4 Braces shall be SRB (Stress -Rated Board).
wwFor' lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Liame I runs 11et<LK NOSeSi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plF over
continuous bearing <5 psf TC Dead Load).
Gable and supports load from 4. 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) nails.
X For (1) 'L' bracer space nails at 2' o.c.
In 18' end zones and 4' ac. between zones.
)K)fFor braces- space nails at 3' o,c.
In 18' end zones and 6' oc. between zones.
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical Length
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Deslgner for conditions
not addressed by this detail.
No S lice
Less than 4' 0'
2X3
PATI' �r
®Ri � Wq"-"` MAX, TOT, LD, 60 PSF
AX. SPACING 24,0'
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
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
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or- 120 mph Wind Speed, 30' Mean Heloht, Partially Enclosed. Exposure D. Kzt = 1.00
S
Gable Vertical
2x4 Brace63'8'
Spacing Species Grade
(1) lx4 'L' Brace N
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace K
(1) 2x6 'L' Brace Iw
(2) 2x6 'L' Brace II
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
4->
#1 / #2
6' 3'
6' 6'
7' 5'
7' B'
B'9'9'2'11'
7'
12, 0'
13, 9'
14' 0'
USP
#3
S' S'
S'9'7'
2'
7' 7'
8' 8'
9'1'11'
3'
11' 11'
13' 7'
14' 0'
Stud
5' 4'
5'8'7'
2'
7' 7'
8'8'9'1'il'
2'
I1' it'
13' 7'
14' 0'
O
Standard4'
7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 6'
10' 4'
13, 1'
14' 0'
--j
S P
#1
3' SO'
1 6' 4'
6' 7-
7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
#2
3' 8'
6' i'
6' 6'
1 7' 5'
8' 9'
9' 2'
111 7'
12' 0'
13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
ill8'
9'
9' 1'
10' 1'
to, 10,
13' 8'
14' 0'
d
(U
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
B' 9'
9' 1'
10, 1'
10, 10'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
7' 9'
8' 3'
8' 11'
9' 7'
12' 2'
13' 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
M6'l
10, 1'
10, 6'
13, 3'
13' 9'
14,0'14'
0'
+
SPF
#3
4' 0'
6' 7'
7' 5'
8' 4'
9' it,
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
IJF
Stud4'
0'
6' 7'
7' 0'
B' 4'
9' It'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
QJ
0
t l
Standard
4' 0'
5' 8'
6' 0'
7' 6'
9' 11'
10' 4'
11'l0'
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
811
10, 2'
10' 7'
1 13' 5'
13' 11'
1 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, o'
10' 5'
12' 5'
13, 3'
14' 0'
14' 0'
QJ
D F L
Stud
41'
5' 11'
6' 4'
7' 11'
1 8' 5'
10' 0'
10' 5'
12, 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10, 2'
11' 0'
11' 9'
14' 0'
14' 0'
d
S P F
#1 / #2
4' B'
7' il'
8' 2'
9' 4'
9' B'
10' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 5'
7' 7'
e' I'
2'
9' 6'
10, It-,-
11' S'
14' 0'
14' 0'
14' 0'
14' 0'
L]
U
O
H [
I I I�
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10' 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
B' 3'
9' 5'
9' 9'
11' 2'
11' B'
1 14' 0'
14' 0'
14, 0'
14' 0'
d
Sp
#2
4' B'
7' 11'
8' 2'
9' 4'
9' 8'
I1' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
N
#3
4' 6'
6' t0'
7' 3'
9' V
9' 7'
11' 0'
1
It' 6'
14' 0'
0
14' '
14' 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
1 9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' i'
6' 5'
1 8' V
8' 7'
10, 11'
11' 5'
12, 8'
13' 7'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group At
S lute -Pine -Fir Hem -Fir
NI / #2 Standard 1 N2 1 Stud
#3 1 Stud 1 1 03 Standard
Dou lax Fly -Larch Southern Pinerxr
#3 #3
Stud Stud
Standard Standard
Group III
Hem -Fir
#1 g Btr
#1
Dou las Fir -larch Southern Pinewwx
#1 #1
#2 #2
1x4 Braces shall be SRB (Stress -Rated Board).
rwFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Hoards. Group B
values may be used with these lades.
Cialole I runs Detail Notesi
Vind 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.
'ymm Attach 'L' braces with 10d (0.128'x3.0' min) nails.
About,
able Truss )K For (1) 'L' brace- space nails at 2' o.c.
In 18' end zones and 4' O.C. between zones.
Diagonal brace option,ii WFor (2) 'L' braces- space nails at 3' o.c.
In 18' end zones and 6' o.c. between zones.
vertical length may be T
doubled when diagonal 18' )K 'L' bracing must be a minimum of 60X of web
brace is used. Connect L member length.
diagonal brace for 690# 'L'
at each end. Max web Brace Gable Vertical Plate Sizes
total length is 14'. I al X Vertical Len th No S lice
2x6 DF-L N2 or Less than 4' 0' 2X4
better diagonal 'r - Greater, a than ' 0', but 4X4
Vertical length shown braces single 8, less than 12' 0'
In table above, or double cut + Refer to common truss design for
45' (as shown) at L 1 In nI upper end, peak, splice, and heel plates.
ontinuous Hearing Refer to the Building Designer for conditions
Connect dlagonn at tiilllllll! not addressed by this detail.
midpoint of vertical web, Refer to chart above far max gl,��Ihe rtiNay length.
wwVARNINGm READ AND FOLLOW ALL NOTES [INTHIS DRAVR#3 �.�`
IVI
wwDIPBiTANT)` '�., REF ASCE7-t0-GAB16030
ww FLRDIISN THIS DRAVRIG TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care Infabricating, handling, shipping, Installing and bracing. Refer to and `-` Q` �`4°�$\J�t� '1�'i� DATE 10/01/14
follow the latest edition of SCSI (Me.mg Component Safety Information, by TPI and SSCA) for safety
pr ctices prior to perfornhg these functions. Installers small provide temporary br.cMg per BCSI.
unless noted otherwise, top chord shalt have properly attached structwat sheathing and bottom chard _ No,/ 1, DRWG A16030ENC101014
shall 1- a properly attached rigW ceilb-g. Locations shown for permanent lateral restralnt of webs
~ chap have bra Inst.Ued SCSI sections 83, B7 ar SID, as applicable. Apply a �0 per unte PP Y (Kates to each face
�� of truss and position as shown .boar and to the i Joint Details, unless noted otherwise. -
Refer <o drawings 160A-2 for standard plate positions,
Alpine, a divislon of ITV Buttding Components Group Imc. shall not be responsible for any d-1.0- from / A7E OF
AN ITWCOMPANY this drawing, any falwe to build the truss h conformance with ANSI/TPI 1, or far handing, shpping, J.0 _ _ _ _ _ _
Kstnllatbn_4-br.Wa - - _ _ _ _ _ _ _
seasea whp ar cowl page use s drawhg, 4Acates acceptance of professlagl I r�
emolneering responsa+lgty solely for the de shorn The sWtablilty and use of this drawing i Q,,(t �_.
far any structure Is the responsmWty of O)a Building Designer per ANSVTPI 1 See2. /(�p�p`
EarthCity,
13389 Lakefront Olive e,oruFor moresInforn Information et thIs^Jab^sMg&-�.1=esbfpng�' and thesewebites-c......,. jfg g4f1Y6.16 1t�'i2a MAX, SPACING
Earth Ci M0630a5 f4
Gable Detail
- - For Let -in Vertic-a_ts-_-- Gable Truss Plate sizes
�j } If web has a scab brace, then webs Refer to appropriate Alpine gable detail for
`� over 48' from Joint to Joint need minimum plate sizes for vertical studs.
to be braced with 'L' or 'T' braces.
Brace Is 90% of member length, QRefer to Engineered truss design for peak,
splice, web, and heel plates.
IT
Relnfoi
Memk
Go
Tr
Gable vertical length
greater than 48' 'L'
or 'T' brace required
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web,
Examples 2X4
2X4 M
VNo 'L' or 'T'
brace required +
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design.
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required End Driven Nallsi
10d Common (0,148'x 3,' min) Naps at 4' o.c. plus
(4) malls In the top and bottom chords.
Toenalled Nallse
10d Common (0.148'x3',min) Toenails at 4' ac, 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, A14015ENC101014o A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A1803DENC101014, A20030ENC301014, A2003DEND101014, A20030PED101M4
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Dr - End-nall
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.
deb Length Increase w/ 'T' Brace
Examplen
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP D3
'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
L30x8'7'=1112'
'T' Relnf.
'T'
Mbr. Size
Increase
2x4
30
2x6
20
^
V ro
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Q ill'\\`\I JI
AN nwCOMPANY
IWLakehmtDdve
EaMCity, M063US
SSVARNUA31M REAB Fvm �+ ALL W= M TFas IAv
■s�TANTse FURNM nos BRAWM To ALL CUMMC GRS PICLUU +s THE IIIS XL13
Tres regia extreme care In fabrlcatbnp, handlkp, shypiro, rnstalurg and bracta Refer town:,
foltow the latest eo?tlon of BCSI t rlkg Corponent Safety 7M'arnatknI by Tf1 and SBGU for safety
es' prior to Parforldng these functlorns. Tnstnllers sFmll provide evnpor'ory brndrq per BCSL
Pfnle noted otherwise. tap chord shad have property attached struct„ral sheatNnp and bottom chard
shall have a properly attached rip ceiling. Locations shown for permanent tatoral restraint of webs
J or Heil, s mess rl Apply plates to each face
shall have braW�p Ionas s per above
sand on the
of truss and ppoosithn as shown nbova and on qhe Joint RetaRs, mess rroted otlherwlse.
Refer to t!•awtips 160A-2 far standard plate podtbns.
Alpine, o division of ITV But Components Inc shall not be respanstble far on deviation fron
this crowing any fa.0 a to bathe truss Inarmalca .roh ANsvrfl I, or for hanalyna, sHpp.�
Installation brackg of trusses.
A seal on thb: d-awkV or cove'pape Nstfhp this drowYp, Indicates acceptance of professional
lIttyy solely for the shown. �►» sutoNlty ana use of this aarho.
strucbr� Hhe repansUlty of the Addng Des= Per ANSVIPI I Seel.
for more Information see this Jobs Rwnarat notac ppaaAa and these web sites
ALPIND www.alpIneltrcoml TPb wvw.tphsLargl S)_G wresbcstdustrycrpl ICCn wwwJccsafe.or8
hhh:�hnrry„
10,44 try
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wonuhsases, ivamm�uw
...-w...,
---
MAX. TOT, LD. 60 PSF
REF LET —IN VERT
DATE 10/Ol/14
DRWG GBLLETIN1014
DUR, FAC, ANY
MAX, SPACING 24,0'
Hip Frame Details Hip Frame
2:
'R'
Ithed
Use this detail
ASCE 7-10, 180
for,
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
- provided by truss manufacturer,
ASCE 7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
Hip frame
is designed to provide bracing for flat top
ASCE 7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chords of
hip frame system where indicated, Flat top
ASCE 7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
chords of
stepped hip system must be So. Pine lumber.
Residential,
Wind
TC
DL=4,2 psf, Kzt=1,00
Structur 4 nels must be properly attached directly
To hiClof" 0 aiY(*r1Ins.
..nwrnTANr.: FFURNISHHTTHIS WAHNNG TO Au rn+T�CMRS IHMU TM a TIE INVALMM
Q� \C,E�f�t e��i '
REF HIP FRAME
Trusses require ertrene care In Pobrlcating, handling, shipptrp. Inst*tft and bracing. Refer to and
1`
logo. ue'tost eAtlon of SCSI (HuOdrg Canponant Safoty Tnfornaton, by TPI and SHCA) for safety
Na
DATE 10/Ol/14
practices prim to perfor" these functions. Installers shnU provide tenpmary �hratl�ig per HCSI.
Lin noted other.ise, top chord aholl have prapeny attached structural she 44 and button Chord
DRWG HIPFR1801014
shot! have a properly attached rlpid ceOIng Locatlws shorn for pemonent lateral restroa+t of rubs,
_
_
ILIL—,�-
d FI ��
chop have bracing gfstalled Per BESI sections B3, 97 or H)g, as npplknhno Apply Plotec to each Foto
of truss and pposition as shorn above and on the Joint Details, anless rated atherrlso.
=
1S' A E
ANFTWODMPAW
Refer to drorings 160A-Z for standard plate positlons.
Alpine, a division of ITV Bulldfnp oonponents Group Inc shall rat be responsible for any devlatbn iron
this dmwlno, any fa0ure to build the truss In confarnance rlth ANSi/TPI 1, or for hnndling, shlpping,
� .p �F
S AlQ^
'
Installat6 ion bracing of trusses.
1..
-
g�.�pvetpage:1.Csula this=dra�fne yYdca es prafessiana
responsmNt.�7v,'�"sdely for the d..Ign shorn The s1.1ty and use of this draftof
i]p+ob's
-
"vz,
13369D ua
LakCityetronMO
For any s rucFm informationsee this gen�itrnl not s d thaseSreb sites,
A'Iffeeef •.F"14�1 "`tl�!}}
more page
ALPIND rrrnlp1neltr.coni TPD rrrtpinstargl SBCfu rrr Fndustryorgi IM wirIcesafearg
Valley Detail - ASCE 7-10 160--mph, 30' Mean Height, Endesed, Exp, C, Kzt=1,00- -
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
SEX Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3,5') nails toe-naited for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
3X4
���X4
12 Max,
2X4
i-- 8-0-0 max --i
04
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0,128' x 3,0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web Is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014,
Top chord of truss beneath valley set must be braced witht
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's seated design.
xxx Note that the purtin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0',
Valle
Spacing
Pitched Cut
Bottom Chord
Valley
Toe -naked
s»
I? G\erg
SQa
20-0-0 (++) I
Supporting trusses at 24' o.c, maximum spacing,
Square Cut
Bottom Chord
Valle
2X4
Stubbed Valley
End Detail
4X4
if
Optional Hip
Joint Detail
y
d �ll_JJ�
�—
AN ITWODMPANY
13389 Lake(rpnl Odva
EaM Cily, MO GW45
mWARNBuiss aim Hero FTn.Lw ALL Na= CH TF63 BRAVM
-UeMTANT" FU&M TM BRAVING M ALL CoN RACMU MUSOM TIE INSTALLERS.
Trusses regL&t est— —a M fobrkatbv. handung, shlppbi9, InstalUn and brow� Refer to and
follow the ,,test ed11 of BCSI CB 11, Component S.fety Inforno1, ",y TPl and III for safety
practkes prior to perf—ft these furctt.— Inatnllers shop provide tenporary braWg par BCSL
tW.tt rented otherwise, top chord shall have properly nitocxd ttruabrm sheattnp and boet.m chore
sh.0 have o properly attached Hold cNWWgg.. Locations shown for permanent loteral restro6K of webs
s*.kt have b-cN Installed BCSI aeataM 83, B7 or B10, nt a le. Apply pintet to each face
of truss WA pposition oe whom .hove and on the J.hi 8eto6s, udess noted otherdcv.
Refer to dr.wings 166A-Z for standard pt.te p..M- .
Alpine, a d]vlsian of IN 8,dtddv4q,p eowments Group Irc. shall rot be responsible for .n dwi.tkm fr.m
this drawing, any foR-. to butd the truss In canfornanss with ANSI/TPI 1, or for h.nmop, sMppk+g,
Npt.U.tWn t. bradng of trusses,
A seal on this droWg or cover page Ustfig tit dro k,g, kdkates .eeeptance of professk—t
Mhp ty tatty for the aet,ge, shown The wuMo uty and use of IN. drawino
for n�rhy sirucMrek the recporttm0.ltY of the B,4ldng Betigrwr' Wr N6i/ipt i Sve2.
For more khform.tlon see this Job's general notes ppoappee and these web sifts
ALPINE, wwwolpkMtwcoml TPL wew.tptnstorgl SBCN wew,sbclndustry�org, NO m,kcsoFe,arg
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T� OF
�' �� ` `ti '
'�ifi,S'rf ,.�
�i 4, . 2 �'.
TC LL 30
DL 20-
FIC DL 10
B�1 LL 0
-
TOT, LD, 60
30
15
10
0
40PSF
7PSF
10 PSF
0 PSF
57PSF
REF VALLEY DETAIL
DATE 10/01/2014
DRWG VAL160101014
55
UR.FAC.1.25/1.33
1.15
1,15
SPACING
24,0'
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 Ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Fsf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft 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. detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Enoineer's sealed truss dpsion drnwino for ninovb-1, and base truss soecificntlons.
Detail A I Purlin Spacing = 24' o,c, or less
12
Up to 12 17 11
Spacing =
O.C. max
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 (0.135'0.5') and secure top
chord with 2x4 k3 grade scab (1 side only at each end)
attached with 2 rows of 10d box naps (0,128'x3') at 4' ox,
12 Attach purlln bracing to the flat top chord
using a minimum of (2) 16d box nalls (0.135'x3.5').
Up to 12 V i i i i
4
P 'i o.c. max
>
24
Full Fiat top chord purtins required at
Top Chord Scab (Typical Each End) Chord Depth both ends, purlln spacing ) 24' o,c,
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. ell
4'
wwI1PQtTANUs F VRAVIM M ALL CWTRACTORS LICI. M RS. THE INSTALLE,vr4'7
Trusses require -trene care in fabricating, handling. -Hoping, InstntUng and bracingg Refar to and
LL��
follow the latest edition of HCSI Gupdina Component Sofety Information, by TPI and &CAI for so �CC
practicvs prior to performing these fu ctlons. Installers -hall provide temporary bracing par 6CS1. N
Unlec noted otherrlsr, top Chord shall have property attached structural ehenthirg and bottom chord
shall have a property attached rlgld telling. Locations sham for permanent lateral restraint of webs
Q LT I"�';1� shall have bracing = total s per above
sections 83, g7 or Det ils appess a Apply pintos to soli fnev =
' IIL�Iuu(�-- Re truss draw
ppaos 16 ne shorn andar pl on the .blot getols, unless noted otherwise.
Refer to drprings 160A-i far stmdnrtl plate positions. •�
Atpine, 4 divlslon of ITV guiding Components Group Inc, shall not be responsible for anyy deviation from +'{
AN fTW03MPANY this drawing, any failure to build the truss In can with ANSI/TPI 1, or for handling, shipping, AT Q
Installation 16bradng of trusses, _ _ _ �•!____
_ --- — - - -c4a`e is - _caner=aogslating=t5ls=dnti- n s tr+ wing.-h3fc-tanea'ef=prefesstamt--- $ -'
erylneerYg rrsparsty sRelY for the design alum. The sviWWgcy and use of ttJs drnwYg 6
for any struIs the
spms4,lky of file BuidYq gesd�w, per ANSI/TPI t Sec2 �4 -
13389 Lakefront Drive for more Information see thi
s job's general notes page and these web sites-
Earth City, MO 63045 Bare. .... n.�u,a..�.....,...,. .,.. .��.ve,..,. rA.r.�•©i11A1 C-M
Piggyback cap truss slant nailed to all top chord
purlln bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 03 grade scab
(1 side only at each end) attached with
2 rows of 10d box nalls (0.128'x3') at 4' o.c.
Attach purlln bracing to the fiat top chord
using (2) 16d box nalls (0,135'x3.51).
The top chord 03 grade 2x4 scab may be replaced
with either of the following. (1) 3X8 Trulox
plate attached with (8) 0.120'xl.375' naps, (4)
Into cap TC & (4) Into base truss TC or (U 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl.375' naps. Note- Nulling thru holes of
wave plate is acceptable.
x In addition, provide connection
with one of the following methodst
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'xl.375' naps 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
8'x8'x7/16' <min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.c. with (8) Ind common
(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 H2, full chord depth scabs (each face),
Attach @ 8' o.c. with (6) IOd 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 Ploavback Plate
One 28PB wave pigggyback plate to each face
@ 8' o,c, Attach {eeth to pplgg back at time of
Fabrication. Attach to sup or trig truss with
(4) 0.120'x1,375' malls per face per l
Piggyback plates may be staggered 4' o.c. front
to back faces,
SPACING 24.0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
CLR Reinf-arcing
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-reinforecement or scab reinforcement,
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
'Specified CLR
Alternative 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
2-2x6C)i0
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
<X Center scab on wide face of web. Apply (1) scab to each
face of web,
Memo-er=- S-ubs-t-it-ution
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' c,c. Reinforcing member is
a minimum 80% of web
member length,
T-Reinf. L-Reinf,
Scab Reinforcementi
Apply scabs) to wide face of web.
No more than (1) scab per face.
Attach with 10d <0,128'x3,0',min) nails
at 6' o,c. Reinforcing member Is a
minimum 80% of web member length,
Scab Reinf.
—VARNDG- READ NO FOLLOW ALL NOTU IN TNIS DRAVDim
TIE 7NST&IERS
IVIq L1s �i�
TC LL PSF
REF CLR Subst.
esDIP ITANTa rMMM TMWAVM TD ALL C@IiRA MM D CLIMM
Trusses requYro extrene care In fabricating, handling, shipping, e+stal6ng and bracing. Refer to and1
�� \vF�
TC DL PSF
DATE 10/U1/14
follow the latest B�Btlon of BCSI (B ,,, Component Safety ilMorna 1 by 11 and S11 for softly
pract�es prior to perforQ g these functions. Instapers shall provide temporary bracing per BCSL
r A� AA--
�`v��S "v
DRWG BRCLBSUB1014
UMess noted otherwise, top chord shah have property attached structurat sheathIN and batten chord
shalt have a attached rigid "IWg. Locations shown for lateral restraint of webs
`����
_ � i1' %
C DL PSF
v
L=`ram Il�r—
property pernanent
shall have bracing Installed per BCSI sections 113, B7 or 810, ns nppLkoble. Apply plot- to each face
of tru s nd position as shorn above wW on the Joint Detass, �nlasa noted ofhervlse.
Refer to drawbnp. I60A-2 fro standard plate posltions
A
iS
= ILL PSF
Alpine, a W.Won of ITV B.RW g Canponents crop Inc shall not be responsible far any devintlon from
—
SOT. LD, PSF
AN fPWCOMPANY
this draving, any 11,g to 11 the truss In conformance with ANSUVI 1, or for handling, shipping,
� .� ATE OF
InataLLntbn L 6radng of trusses,
A seal on this drawing or cover page Ilit4g this drewbg, bwlcates occePtancr of professional
use of drowMg
rc tiv,.solelY for the design shown. The suitaper
.n
�,"
s 40Aif17� (q
OUR. FAC.
ST cp
for�uc "' responslb6liy of the Bu0.nnnp Designer per ANS[/TP2 1 SeeE
'd 1 W
SPACING
13389 Lake&ant Drive
Fanh City. M063048
for mars Mfornatton sea tMk ,pb's general notes page and these web sitesS6!
ALPWE, wvwAlpwieitw.cMi TPI- www.toNst.orpl SI1CN www.sbcintlustrvamnl ICa wwwkcsofeora
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THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
- _ -_— — — LOADING_AND ANY TRUSS WEB_ C❑NFIGURATION FOR 24' D.C. MAX.
STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING -AND -IOPSF MAX. --CEILING LOAD„ _WITH THE EXCEPTIONS
NOTED ON THIS SHEET
4' 0' OC MAX. LENGTH TO TRIM
`TILLER
f 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' D.C. MAX., OR SEE NEXT OPTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND 'GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
- FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
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' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESP❑NSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VERSION OF ANSI/TPI.
T USE THIS DETAIL FORT
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
DER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O').
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTEt 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
CHANGE BASED ON THE NEW FRAME LOCATI❑NS AFTER MODIFICATION,_______
SHOP APPLIED
- 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 CHORDIIN-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) 10d BOX
(0.12S'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLOC
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
8d NAILS (0.113x2.5') @ 3' O,C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') 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 IS'
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),
WARMN3a READ AND FOLLOW ALL MOTES ON TM MhWM
,D,P=Wo FTIM91 THIS DRAVM TD ALL CIN IPAUMS 9if1ilDM TIE OISTALLERS
Trusses require —trene care In fabricating, hendUng, shlppin , Installing and bracig. Refer to and
follov the latest etetlon aF BCSI (Bu9hOng Conponrnt Sofrly Infornntbn, by TP[ and SBCN for safety
prvctlros prior to perfarntn0 these functions Installers shall provide temporary bradnn per BCSL
ass noted otherwise, top chartl sh�att have property attached structural Shea g and botton cha
d ��� stroll have n ProDe Ins attached rIA I sect Locations shown For permanent lateral restraint of re e
shalt have brndrg InninUed per eb. seed on the
J or B10, o , unless, e. Apply plates to each face
of trots aM ppocltbn ns drown above and at the .b►tt Oetalls, unless rated atharwtse.
Refer to dravhtgs i60A-Z far standard plate positions.
Alpine, a division of ITW Butang Conponwnts Groff Inc. shnU not be rasponsbhte for any devlStbn fr
AN RWCOMRANY this d.•awing, any in0ure to build the truss In cons —me with ANSVTPI I, or for handwg, shipping,
Instatlatbn L bracing of trusses.
A seal on this drawing or cover page Ustl g this droving, indicates acceptance of professional.
6 re sotetY far the design shorn The sitabNty ord use oP this drovbg
13360 Lakefront Oriva it any hstruetu•ee is responsblity of the BuceDnti Des7gner per ANS!/IPl l Sec
Ea,ih City, MO 63045 For rare InFornation see this Job's general notes page and these web sites.
ALPRK, www.nlpinNtt.con, TPI. www.tpbstAra) SBCA, wvvsbclndustrv.orot IM vvlccsafe.orn
N
I°C
,o S
AtEOF
`��0',
OR10�
EF BC FILLER
ATE 10/01/14
RWG REPBCFIL1014
r
SCAB 2X4 OVERHANG DETAIL
ASCE
7-05 120
mph
wind, CAT II, EXP C,
30.00
ft mean
hgt,
located anywhere in roof,
Wind
TC DL=4,2
psf,
wind BC DL=6,0 psf, Kzt = 1,00,
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 f t mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128ex3,0°, min)
nails at 8° o,c, plus clusters of four nails where shown In figure below (w),
N❑TEl #2 is the minimum lumber grade allowed for all species, -
NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections.
..nrMTprm:WFtra�"qNMKX aW 7w WAvIW m N-i CUNV ALL MCtT= Iraun�me T`MQ TIIE DaTAL nes
r'�%/�,''�
TOTAL TOP CHORD
REF 2X4 SCAB O.H.
10/01/14
Trusses requtre rtrene care In Fahrlcatlrg, hnnd8ng, shipping, inatolOng and brncMg. Refer to and
edition
`�,.`��\i�'`
Ce��s
LOAD NOT T❑ "DATE
Fotier the latest of HCSI ®uRdIng Conponent Snfety Infor,aibn, by TPI and SBCA) far safely
pprnctices prior to perfarning theca functions. Installers sMll provide tempoarraarryy brncing par BCSL
gQ' �\
EXCEED 40 PS
DRWG ❑HSCB2X41014
Unless mated otherwise, top chars shall have properly attached structural sheatldno and bottom chord
Wgkl Locations far lateral
�A
=
(DEAD PLUS LIVE)
stag hnve a properly attached ceiling. shorn pernonent restrdnt of webs
g3, H7 BIO, Apply to face
II��ILr���—J��1I
shnil have bvcUg Instnlied per BCSI sections or Os nppiknble. pinteL end+
of truss and as shorn above and on the Joint Detals, untess noted otherwise.
.4. �
T
d �r��
positron
Refer to dm 91s 16DA-Z for standard plate positions.
=
1
ITW HulrOn Components Group Inc shall not be responslbte for an deviation from
S AT� flF Q+
AN f1WCOMPANY
t lea vision of
g, My Fa1ure to bJltl the truss In cnnfornnnce with ANSVTP] 1, ar for harciUrp shipping,
A _
_ _
-.— - - __ — _—
—_
h_staotlon_L bracing of trusses. - _
'lids-ilra�Y1➢�nrHcn
_ _
— - —.—. — _ -.
® p� ',.�``
--. --_
IrseW-an-4Ns-dra s�n�apf—new-of Yofe..rfwal
rYg re solely for the design abm The slatabusy and use of tt,ts draetrp
DUR, FAC. l�15/1,25
For my strucMr�eIs dm re�onsdalltY of t/1e Bu0.dng Oestpner per ANST/TPI 1 SeC2.
� �V 'a
�F�"
SPACING 24e
13389 Lakefront Crivo
Earth City. MD
[� ®
��
63045
pLPINEai reranaltr.con,aTPGe�rr.tpblit rgl SBCA� rw.sbcV�wgWstrynrgJeICQw��rJcc aFe.org
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_
O12 (2) 16d TOE NAILS
1 VARIES OPTIONAL SCISSORS BOTTOM CORD
I
�i
(2) 16d TOE NAILS
8-0-0 MAX. SPAN
j TYPICAL END JACK (EJ)
N.T.S.
i
12 -»—(4) 16d NAILS
VARIES See Connection Detail
i
• �_ OPTIONAL WEB CONFIGURATION
—(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
;PC
J
TOM
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
12
B VARIES
(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
TYPICAL CORNER SET INSTALLATION
TYPICAL L ADING (P.S.F.) b��� P� G�E /V S� Flo®
TILE: SHINGLE:
TOP LIVE LOAD:! 20 20 No MANUEL MARTINEZ, P.E.
TOP DEAD LOAD! 15 7 a
BOTTOM DEAD LOAD: 10 10 "
TOTAL: I 45 37 FLORIDA REGISTERED ENGINEER
STRESS'INC. 1.25 1.25 �� (,r�'c LICENSE # PE 47182
WIND DESIGN: MI 160 MPH PER �� ' STATE OF � a
ASCE 7-10 MA1�24° O.C. ®(%.�• ���
i �s ^. O
"WARNING" Read & FdIlow all notes on this drawing. �s�s 0 R ; � ♦�
Furnish this drawing to all Contractors including the installers.
i �seaeeoe�
N❑TEi Details 1
(2) 10d COMMON (0.148'x3.0') OR
BOX/GUN (0,128'x3.0') NAILS AT
TOP AND BOTTOM OF 2x4
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0.148'x3.0') NAILS
OR C4)10d BOX/GUN (0.128'x3.0')
NAILS.
STRONGBACK BRIDGING REC❑MMENDATI❑NS I
BUTT STRONGBACK
BRIDGING TOGETHER
4�
ATTACH SCAB WITH 10d BOX/GUN
4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT
SCAB 6` O.C.
NOTEm IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
and 2 are the preferred attachment methods
ATTACH BACK TO (3)10dO
WEB W/ (3) lOd COMMON`
(0.148'x3') NAILS OR
(4) 10d BOX/GUN \\\
STRONGBACK BRIDGING
SPACING REQUIREMENTS
UP to lir
None re ulred
10' to 20'
1 row (at artier of sW
2' to
2 roes 0 at each It3 )
30' to 4
3 rm 0 at end V4 pubA0
Over 40'
Soce rocs at 9 or.
BOTTOM CHORD WITH
810 - 3' SCREWS
STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES
&W#J IPQU WO IMID FGU W ALL NffMS Mi TM BRAVM
-NVP= r" F R IMI This DRAWR6 To ALL COirRACMRS VAIA D W TIE INSTALLERS.
Trusses require extreme care In fabrlcating, handling, ahtp�MMap, installing and bracing. Refer to and
fait" the latest edition of BCSI ("ding Congment Safety lvlormtion, by TPI and SECA) for safety
practices prior to perforntp these functions. Installers -*balk provide temporarryy ��knclnp per BCM.
Untess noted othereise, top chord shall have properly attached structrai sheathing .I bottom chard
shall have a property attached NBCpSWI Ceiling. Locations shom for peroanent laterat restraint of eebs
of trusshaw.
and ppositiontn as d pershown above andsectonon the BJoint Details, an aun4sss noted erslse, to anG face
Refer to dmaings 16OA-2 for standard plate positions.
....—.. �.._..__ Alpine, a division of ITV Buadna Components Group Inc shalt not be resoansibis for anv deviation from
No -Ali scab -on blocks shall be a minimum 2x4
'stress graded lumber,'
oAll strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber,'
ow -The purpose of strongback bridging is to
develop toad sharing between Individual trusses,
resulting In an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown In
details, Is recommended at 10' -0' o.c. (max.)
op -The terms 'bridging' and 'bracing' are sometimes
mistakenly used Interchangeably. 'Bracing' is an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each individual truss component, 'Bridging,'
'particularly 'strongback bridging' is a
recommendation for a truss system to help
control vibration, In addition to aiding in the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
'bounce' or residual vibration resulting from
moving point loads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore is strongly recommended
by Alpine.
For additional Information regarding strongback
bridging, refer to BCSI <Building Component
Safety Information),
TC LL PSF
REF STRONGBACK
DATE 10/01/14
TC DL PSF
BC DL PSF
DRWG STRBRIBRIO14
*u ,A $
BC LL PSF
§ A seal an floe dntistip or cover Wpe Us th this drawing, Indicates accepts" of profesdoret .werac.rmu:.raae;ne=mmssrx
ermtee«tp tE1ty sotety for iIw shorn The wtabuty and use of linos draft � -� -•� DUR, FAC. 1.00
13369 Lakefront Drive Fcr aiy struetre b the resp�bllly of the &Adrp wr per A�/iPI 1 U a ^^�°�
• Earth City, MD 63045 For more tlfornathon see this Job's general no ppoppee and these web sites, „w, �-^�^«�.•-«��-+-�^�^�^�. SPACING
ALPIIE, —alpinehte.con) TPIm netphstargt SBrN •.•abcindustryargJ ICG ••elccsofearp