HomeMy WebLinkAboutTRUSSRANEY COMPONENTS
wiev 19900 Independence Blvd.
Groveland, FI 34736
omponents, ttc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS016
Printed: Fri, Oct 13 2017
dum ullUl"RldilV/1.
Address:
EOR Name and License Number.
IstomerName:
Creekside Lot 16
3 Horton
8417 CObblestone Dr
scriptron:
City, State, zip:
:GB Galen 2432 "D" OL OW
Fort Pierce, FL
1 n!nAinrt Infnrm!m*inn•
---- a - —
--
Root Loads.
Floor Loads:
TC Live:
TC Dead:
BC Live:
BC Dead:
TC Live:
TC Dead:
BC Live:
BC Dead:
20
7
0
10
40
10
0
5
Bldg. Code:
Mad Std:
Wind Speed:
Bldg. Useage: Building Type:
Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C
MWFRC & C&C w/M
Pages or sheets covered by this seal from: 1 thru 48 Total 48
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
A2
5 A5
6
A6
9 A9
10
A10
13 B1
14
B2
17 L2
18
Me
21 MV2
22
MV3
25 EJ3L
26
BJ5
29 BJ1L
30
CJ7
33 FTt
34
FT2
37 Fr5
38
Fr6
41 FT9
42
FT10
45 FT13
46
FTG1
3 A3 4 A4
7 A7 8 A8
11 All 12 Al2
15 ME 16 L1
19 M5 20 Mv1
23 MV4 24 ER
27 BJ3 28 BJ1
31 WX 32 FG1
35 Fr3 36 FT4
39 FT7 40 FT8
43 Fri 44 FT12
47 FTG2 48 FTG3
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Page 1 of 1
i
Job Number: 136DCS016 I Ply: 1 SEQN: 746610 / T10 / COMN
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 3 FROM: AH DRW:
Truss Label: Al Wgt: 191.8 lbs .. / ... 10/13/17
T10"1 14'2°72 16'10" 19'5"3 25'10" 338"
7'10" 6-4°12 27"4 2'7"3 6'4"13 7'10°
E=5X6
12X4 F 012X4
12
6 �45X6
In G r � g5X6 C
� I N
W3Xa(A1)B H 3X6(A1)
N M L K J I
12X4 I �3X6 m4X10 m4X10 m3X6 112X4
rt' 7'8"12
1 4'3"4 2'2"12 5'2"8 2'2"13 4'3"3
7'8 13
7'8"12
12' 14'2°12 19'5"3 21'8" 25'11"3
33'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria ft,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
PF NA Ce: NA
VERT(LL): 0.118 F 999 240
B 1383 1629 / 782 / - / 357
15.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.263 F 999 180
H 1321 / 591 / 714 / - /-
/ -
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.049 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.110 I - -
B Min Brg Width Req = 1.6
NCBCLL: 10.00
Height: 22.46 ft
9
Code / Misc Criteria
Creep Factor. 1.6
H Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.575
Bearing B is rigid surface.
9 a 9
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.542
Spacing: 24.0 "
C&C Dist a: 3.37 it
Rep Factors Used: Yes
Max Web CSI: 0.843
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):
A - B 27 0 E - F
1251 -1790
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
B - C 1336 -2386 F - G
1138 -1834
Lumber
C - D 1123 -1832 G - H
1381 -2403
D - E 1256 -1789
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B" uses design values
B - N 2056 -1069 K - J
2071 -1093
approved 1/30/2013 by ALSC
N - M 2053 -1069 J - 1
2071 -1093
M_ K -1� I - H
2O74 -1093
Hangers / Ties
1331
(J) Hanger Support Required, by others
�� " +a- h s , •.
Loading��e
n
"
Maximum Web Forces Per Ply (Ibs)
*
Webs Tens.Comp. Webs
Tens. Comp.
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
,.:41.
N - C 2ss 21 E - K
n3 565
clearance.
go'
C - L 436 -579 K - F
312 -259
D - L 314 -262 K - G
480 - 599
Wind
L - E 768 -564 G - 1
301) -36
Member design based on both MWFRS and C&C.
.,��
40 01 SA38 FF 58 8a 8088 7f 48 (]6 99 2€ t35 FB
TNU Item iusbacn mk - s vd Wafed6y WIWOLlhrtkM4
�€rt, c=e.eaa�azt�(�s��zan:nv�at;�s,sass�»a
a Cr43tf made.
znd Srse.�a+i-i atrt2c¢ntcalussca9e ns:.i lnsxsrNica'tat aa9�cctrmrs%
sixes:
—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 handlingstii ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVy TPI anc7'SBCA) r sate' practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proper
attached rigid ceiling Locations shown for permanent lateral restraint of we
shall have bracingg installed per BCSI sections B3, 67 or 610,
as applicable. A i pry plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group I Ic.,shall not be responsible for any deviation from this drawing,aniy failure to build the
truss in conformance with ANSI�PI 1, or for handlingf shippinlq, installation and bracing of trusses.A seal on this drawing or cover pia�ge. .
listing this drawingg indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The su" briity
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS016 Ply: 1 SEQN: 746611 / T9 / COMN
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW.
Truss Label: A2 Wgt: 228.2 Ibs / ... 10/13/17
26T1
1'9"1 D
T10" 1412 16'10' 19T2 23'6'4 24'10"6 i 28'1"9 338"
T10" 6'412 27'4 2'9"2 3'112 1'4" r1'5"9 567 {
11&4 a3X6 M4X10 a4X10 kX4 M4 W10(R)
4'3 4 + 24"122' } 4TW'} 112 12"212+95238I 23T159 536"
2' 8'1"9
Loading 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 loc Udefl L1# Loc R / U / Rw / Rh / RL 1 W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.293 G 999 240B 1332 / 628 1781 / - / 357 15.5
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.679 G 589 180 K 1271 1590 / 712 / - /- / 5.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.160 L - - Wind reactions based on MWFRS
EXP: C HORZ L 0.371 L - - B Min Br Width Re 1.6
Des Ld: 37.00 Mean Height: 22.46 ft �) 9 q
9 Code / Misc Criteria CreepFactor. 1.5 K Min Big Width Req = 1.5
NCBCLL: 2. 00 BCDL: 4.0 psf Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.525 9 9
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.758
Spacing: 24.0 " C&C Dist a: 3.37, it Rep Factors Used: Yes Max Web CSI: 0.920 Maximum Top Chord Forces Per Ply (Ibs)
Lac. 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): A - B 27 0 F - G 2109 -3391
Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.01.0402.19 B - C 1334 -2279 G - H 2O14 -3348
Lumber C - D 1121 -1715 H - i 2009 -3394
D - E 1251 -1669 I - J 3226 - 5506
Value Set: 13B (Effective 6/1/2013) E - F 1229 -1650 J - K 1435 -2356
Top chord 2x4 SP #1
Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3 :W11, W12, W13 2x4 SP #1:
Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B - T 1961 -1067 Q - P 40 -22
T - S 1958 -1067 O - M 4938 -2684
Bracing S - R 1958 -1067 N - L 77 -44
(a) Continuous lateral restraint equally spaced on��,�, R - Q 1244 -533 L - K 2045 -1171
member. Or 1x4 "T" reinforcement. 80% length of e�1E At
web member. Same species & SRB grade or better, s�
e Maximum Web Forces Per Ply (Ibs)
attached with Bd Box or Gun (0.113 iQ.S",min.)nails
6" oc. No � � Webs Tens.Comp. Webs Tens. Comp.
�a swr
T - C 295 - 21 O - P 65 - 2
Plating Notes
C - R 437 - 590 O - G 209 -223
(1) - plates so marked were sized using 0% D - R 309 -254 0-1 1224 -2086
Fabrication Tolerance, 0 degrees Rotational R - E 708 - 555 I - M 1726 -1024
Tolerance, and/or zero Positioning Tolerance., STATE OW E - Q 676 -527 M - N 21 -19
Q - F 856 -1305 M - L 3531 - 2021
Tray Scab(s) a
" Q - O 1630 - 773 M - J 3168 -1668
scabb tofa e o x or 93 scab at right end. Attach ° � � � % F - O 2415 -1353 L - J 1695 -2926
scab to face of chord with: Nails @ 8" oc, plus �
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
SERIAL#
Wind
40 01 SA38 EF58 81130 BB 7€ 48 00 99 2E85 FB
Member design based an both MWFRS and C&C. ** 7acmhabom cie- sSd7 ed a a ad saaicd by F'U"ad Marna,%
(FL. Lk. C47aE21 on the sAmwa ai*am w..Png asHA"3
as,L'i entirasis.�, ux9a.
4tard copinaftfds doormmat we notcrosddased stgnzdmad wafad
a d lt4 smz avbicarsadvx=da mwl U xndf&d ataa=7 adattank
dins.,
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlingp shipping, installing and bracing..Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b1 TPI and'SBCA) ioF safety practices prior to performing these functions. Installers shall provide temposrrYy
bracing per BCSI. Unless noted ojhenvise,top chord shall have properly 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, 67 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 BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI ri PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pr 3 essiona 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.
I
Job Number: 136DCS016 I Ply: 1 SEQN: 746612 / T8 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A3 I Wgt: 235.2 Ibs / ... 10/13/17
67"15
i T10" + 15' 2306"4 25'1041f28'1"33'8"
7'10" 72i4'1'4 24"
1'5"9 5'6'7
12
6
b
T
=3X6A(A1)B
L1Tall 1
ff T8°11
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL, 7.00 Speed: 160 mph
BCLD 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: It
Des Ld: 37.00 EXP: C
Mean Height: 22.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 " C&C Dist a: 3.37 it
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
But chord 2x4 SP #1
Webs 2x4 SP #3 :W12, W13, W14 2x4 SP #1:
Lumber value set "'I3B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
(1) - plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance, and/or zero Positioning Tolerance.
Tray Scab(s)
(1) 2x4x0-3-11 x SP 93 scab at each end. Attach
scab to face of chord with: Nails @ B" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
-IMPORTANT'" FURNISH THIS
a division of ITW Buildin�LComponents
conformance with ANSI PI 1, or for h
this drawing, indicates acceptance
>e of this drawing for any structure
25X10 s5X12
;03X4 D
E F
(a) O It2%X6
H
(a) 1 i46X8
�%6X8 m
10X1
P NN 3
Km3.6(A7)
u T S R 0 O M
253X6 m3X4m4X10 1m4X4 112X4 012X4114X10(R)
4'3"5 2'1"
3-6"4 5'
3' 6
1�
1-14'1' 1'o' 2
18'8" 23'8"
267'15 1,5 99J 33'8°
2
2' 8'1'
Snow Criteria (P9,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
Pf: NA Ce: NA
VERT(LL): 0.365 G 999 240
B 1331 / 630 / 791 / - /337 15.5
Lu: NA Cs: NA
VERT(TL): 0.842 G 475 180
K 1333 1628 / 789 / - /-
/ 5.5
Snow Duration: NA
HORZ(LL): 0.213 M - -
Wind reactions based on MWFRS
HORZ(TL): 0.491 M - -
B Min Brg Width Req = 1.6
Code / Misc Criteria
Creep Factor. 1.5
K Min Brg Width Req = 1.6
Bldg Code: FBC 2014 RES
Max TC CSI: 0.610
Bearings B & K are a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.935
Rep Factors Used: Yes
Max Web CSI: 0.955
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
Plate Type(s):
A - B 27 0 G - H
2O79 -3356
WAVE, HS
VIEW Ver: 15.01.01.0402.19
B - C 13BB -2279 H - 1
2070 -3378
C - D 1177 -1715 I - J
3985 - 6802
D - E 1265 -1571 J - K
1418 - 2336
E-F 1104 -1387 K-L
27 0
F - G 2220 -3406
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - V
1962 -1076
R - Q
42 - 23
V - U
1959 -1075
P - N
6133 - 3410
U - T
1959 -1075
O - M
89 - 51
T - S
1441 - 691
M - K
2025 -1152
S - R
1389 -674
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
V - C
299 -22
P - Q
83 -2
C - T
447 - 597
P - G
308 - 297
T - D
406 -202
P -1
1901 -3358
D - S
538 - 577
I - N
2883 -1635
E - S
623 -533
N - O
33 -27
S - F
195 - 200
N - M
3774 - 2144
F - R
285 -498
N - J
4184 -2301
F - P
2382 -1424
M - J
1889 - 3250
R - P
1473 - 711
40 015A38 FF 56 8180 857F48 00 98 2E 85 FB
This ham'hn barn foi by li w..j Martin.4
FE K, Lk. a47asa.(c the&tc showrsaban w.hga S%r"3
ar.Khen�mseade_
smtadc sfxfits d"rt*^=wo not ennsa&=4%4ordandimd
and kFc �.Aw.ass6sent'scaSra�ac�dm me.r�:sacrltaedeet aavdecetmrilr
<mks.
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ty practices prior to performing these functions_ Installers shall provide temporary
have properly attached structural sheathing and bottom chord shall have a progeny
vat restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
tion as shown above and on the Join f Details, unless noted otherwise. (2efer to
shall not be responsible for any deviation from this drawin any failure to build the
ppinq, installation and bracing of trusses.A seal on this drawing or cover pa�9e
tonal y foth engineering responsibility solelr e design shown. The suitability
Job Number: 136DCS016 Ply: 1 I SEQN: 746613 / T15 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A4 Wgt: 205.8 Ibs .. / ... 10/13/17
O
49
L T10"2 L 14'2"12 15'l 18'8" 9 4 25715 i_ 33'8"
r 7'10"2 44"10. �"4 3'8" • 9"4 64"11 T10"1
012X4 =3X6 m3XB =W =UB =3X6 1112X4
�1' 7'8"12 !'3"4 2'2"12 2'7"4 2'7"4 2'2"12 43"4
7'812 12' 14'2"12 16'10" 19"5"4 21'8" 25'11"4
7'8_12
33'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (P9,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 / W
B 1332 / 632 / 792 ! - / 321 / 5.5
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.105 D 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.244 D 999 180
1 1268 / 594 / 724 ! - /- / -
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.046 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.107 J - -
B Min Brg Width Req = 1.6
Code / Misc Criteria
NCBCLL: 00
Mean Height: 22.00 ft
CreepFactor. 1.5
1 Min Brg Width Req = -
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.556
Bearing B is a rigid surface.
9 9
Load Duration: 125
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.548
Spacing: 24.0 "
C&C Dist a: 3.37 It
Rep Factors Used: Yes
Max Web CSI: 0.665
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 It
FT/RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 0 E - F 1108 -1389
GCpi: 0.18
Plate Type(s):
VIEW Ver.15.01.01.0402.19
Wind Duration:l_60
WAVE
B-C 1399-2279 F-G 1330 -1662
C - D 1184 -1712 G - H 1193 -1714
Lumber
D - E 1340 -1663 H -1 1436 - 2292
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP 93 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "13B" uses design values B - P 1962 -1142 M - L 1385 -697
approved 1/3012013 by ALSC P - O 1958 -1141 L - K 1972 -1143
O-N 1958 -1141 K-J 1972 -1143
Hangers / Ties, N - M 1364 -704 J - 1 1975 -1143
(J) Hanger Support Required, by others
`"'o eaaw
•� Maximum Web Forces Per Ply (Ibs)
Wind o Webs Tens.Comp. Webs Tens. Comp.
Member design based on both MWFRS and C&C. r "
No 04710': P - C 300 - 21 M - F 183 -173
.. C - N 441 - 594 F - L 651 - 572
D - N 358 -246 L - G 355 -240
N - E 652 - 572 L - H 478 -609
10
E-M 186 -174 H-J 303 -36
STATE
40 015A W IFF5B 81 BO BB 7F48 00 99 2E,95 FB
Thu itarrt.'has b.aars1sealed by va"'d martt+"
-& €Tt.. ttc. Giar82l en thmdaxcahawo at�rrz swag a sFrt .g
mstlsanexartsxaux9e.
fr tad d--a —nmq—dm d%=led
and tlG.MAA CaZWadattwrsk
CW.L
"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) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly 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 JoinCDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�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 shippinq, installation and bracing of trusses.A seal on this drawing or cover page. .
listing this drawing, indicates acceptance of professtona engineering responsibility solely for the design shown. The suitabdtty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
For more information see this ioUs general notes Daae and these web sites: ALPINE: www.alpinenw.com: TPI: www.tpinst.ora: SBCA: www.sbcindusW.com: IM www.!ccsafe.ora
Job Number: 136DCS016 IPly: 1 SEQN: 746614 / T14 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 242 "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A5 Wgt: 182.0 Ibs .. / ... 10/13/17
f 7'10"9 16'10" + 259"7 + 33'8"
T10°9 5'1"7 3'10" 3'10" 5'1"7 7'10°9
e5X6 =3X4
D E —GvoF
1 33—3XAIAA
W
12
6 E—�- 03X4
'43X4
rl N M L - K J I
912X4 =3X6=3X8 EBUSM X6 It2X4
T8"13 4'3"3 1'1"1 7'4"e 1'1'1 4'3"3 7'8".3
T8"13 12' 3'1" 2 20'6"4 21'8 25'11"3 33'e"
Loading 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 loc Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.106 E 999 240 B 1336 / 635 / 796 / - / 282 / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.245 E 999 180 H 1272 / 597 / 728 / - /- / -
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.046 1 - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.107 I - - B Min Brg Width Req = 1.6
Mean Height: 21.50 ft H Min B Width Re
NCBCLL: 10.00 Code 1 Misc Criteria Creep Factor. 1.5 r9 9 = .
TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 Bearing B is a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf g
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.484
Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.456 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1190 -1548
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1426 -2278 F - G 1257 -1797
Lumber C - D 1253 -1795 G - H 1446 -2291
Value Set: 13B (Effective 6/1/2013) D - E 1198 -1547
Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_
Lumber value set "1313" uses design values B - N 1959 -1166 K - J 1970 -1167
approved 1/30/2013 by ALSC N - M 1956 -1165 J - 1 1970 -1167
Hangers /Ties I M - L 1956 -1165 1- H 1973 -1168
MAI
L - K 1604 - 877
(J) Hanger Support Required, by others�ar
Maximum Web Forces Per Ply (Ibs)
Wind Webs Tens.Comp. Webs Tens. Comp.
Member design based on both MWFRS and C&C. r�
'o,047182. N - C 258 -21 E - K 147 -152
C - L 414 -524 K - F 546 -370
a W, 0% D - L 543 - 353 K - G 430 - 540
L - E 147 -154 G - 1 262 - 36
r t
40 015A38 EF 5B EM BO 813 7F 49 00 99 2E S5 FB
INUisarscluarixeessalec4aars£ca jzisnmd.mOwaladbyMama1Wftk�m
� (t. t£c.+~sraszj certA�dasashaa�n a8¢ag aka sxs.a
as�nr�ca¢ssc9x.
2s�tnd c��sad'd� aitxxcaer�ata�s m�ceaadearmd s��� zca�d
andthm.�.s5a,*as�2has�tig4iz�IDsc�lam�t @s srrifi�f�ao-ry�ettwr�
au�Ios.
**WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re ire extreme care in fabricatingg handlin dripping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, b TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
bracing per BC Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a progey
attache 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 Joint -Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIg Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawmg or cover page_
listing this drawing 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 luilding Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS016 Ply: 1 SEQN: 746615 / T7 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW.
Truss Label: A6 Wgt: 182.0 Ibs .. / ... 10/13/17
r_ T109 13' + 16'10° za8" h 259"7 1 33'8" t
7'10"9 5'1"7 3'10" 3'10" 5'1'7 7110"9
o5X6 m3X4
1 X4 !M XAm X8 E�3=s3X6 1112X4
�1 7'8"13 4'3°3 7'4°8 }1'1"12 4'3°3 7'B
7'8"13 12 13'1"2 20'6"4 21'8 25'11"3 33'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) DefllCS1 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 / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.106 E 999 240 B 1334 / 634 /796 / - / 298 / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.245 E 999 180 H 1334 1634 / 796 ! - / - 15.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.046 J - - Wind reactions based on MWFRS
EXP: C HORZ L 0.107 J - - B Min B Width Re 1.6
Des Ld: 37.00 Mean Height: 21.50 ft � )� � q
g Code f Misc Criteria CreepFactor: 1.5 H Min Brg Width Req = 1.6
NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.539 9 9
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.472
Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.443 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): A - B 27 0 E - F 1186 -1543
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1415 -2273 F - G 1240 -1790
Lumber C - D 1240 -1790 G - H 1414 -2273
D-E 1186-1543 H-1 27 0
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l38" uses design values B - O 1955 -1099 L - K 1952 -1130
approved 1/30/2013 by ALSC O - N 1952 -1099 K - J 1952 -1130
�� M 1599 1� J-H 1955 -1131
WindM-
Member design based on both MWFRS and C&C. "N ra
sms�
�v �: ' Maximum Web Forces Per Ply (Ibs)
4 x Webs Tens.Comp. Webs Tens. Comp.
O - C 259 - 21 E - L 146 152
. C-M 415 -525 L-F 541 -352
e D - M 541 - 352 L - G 415 - 525
M - E 147 -152 G - J 258 -22
ir
40 01 5A 38 frF 55 8180 8B 7F48 00 99 2E 85 F8
V9kltarn'huabetncl¢i! z%reu'attsd afcd by BiSmw rstartlAc
aT£.(il. tk.6zte82) ontAm daaffi,ghawo-a6c�a te,'�rg a SNSrvS
ia:3tsent3tat�3aeL'�{e.
s'btxd csp�softhh daau¢a^oas mot cx<nir dstpw and seaiad
and tFm5.0 'E au enYu4i aenda cntrst Cn vadtrzs3 estwf0lectranic
owbs..
"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, bV TPI ang'SBCA) for satPety 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 propper y
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
e. Appty plater to each face. of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positrons.
a division of
rawurg for any sti
this thisjc,Lob's general notes
failure to build the
g or cover page_
rn. The suntillity
Job Number: 136DCS016 I
Ply: 1
SEQN: 746616 / T6 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EG8 Galen 2432 "D" OL OW
Qty: 1
FROM: AH
DRW:
Truss Label: A7 I
Wgt: 176.4 Ibs
/ ... 10/13/17
7'108
11' 18'10" 22'8" 25'9°8 33'8"
7'10"8
Yl"8 5'10" 5'10" 3'1°8 7'10"8
112X4
0--6X6 E m6X6F
T
12 �3X4C
vs 8
c
T
G �3X4
rN
1=4X4p(A2) B
�
t0
H=4 �4(AZ)
1
Irr
P
p N M L K J=
112X4
== =
m3X43X6 3X83X63X4 1112X4
TB"12
3'3"4 4'10" 4'10" 1' 7'8"12 1.
T8"12
11' 1, 16'10" 222' TY 33'8"
h2 2E- �,1%
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf; NA Ce: NA VERT(LL): 0.116 E 999 240 B 1334 / 636 / 793 / - / 258 / 5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.266 E 999 180 H 1334 1636 / 793 / - / - 15.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.046 J - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.105 J - - B Min Brg Width Req = 1.6
NCBCLL: 10.00
Mean Height: 21.00 ft
BCDL: 4.2 psf
Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.6
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.548 Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.474
Spacing: 24.0 "
C&C Dist a: 3.37 ft
Rep Factors Used: Yes Max Web CSI: 0.303 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_
GCpi: 0.18
Plate Type(s): A - B 27 0 E - F 1405 -1935
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.19 B - C 1438 -2270 F - G 1364 -1935
C - D 1365 -1935 G - H 1438 -2270
Lumber
Value Set: 13B (Effective 6/l/2013)
D - E 1405 -1935 H - 1 27 0
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens. Comp_
Lumber value set "13B" uses design values
B - P 1950 -1119 M - L 1677 -923
approved 1/30/2013 by ALSC
P - O 1948 -1118 L - K 1677 -923
O - N 1677 - 891 K - J 1948 -1150
Wind
>qiY N - M 1677 -891 J - H 1950 -1150
Member design based on both MWFRS and C&C.ae
me
' Maximum Web Forces Per Ply (Ibs)
ZZ 40 e Webs Tens.Comp. Webs Tens. Comp.
No 047102P - C 240 -25 M - F 355 -257
io
,*00,. C - O 360 -430 K - G 360 -430
D - O 405 -280 F - K 405 -280
low D-M 355 -257 G-J 240 -27
".-ow
E-M 317 -361
STAT
er a
40 81 Sit 38, FF 5B 8180 BB 7F48 (30 99 2t95 FB
this ilfln rxaba mMM waladby LUZ4Z4 Martine,
5"EE$i..t .CC7t82tan thxdasa shawna U*6a SHA-3
aud5entiCisa�¢oir.
Pmtad crag afthh du=amam not =odduad s4rad a id saalad
and the WfAa, catsca3&A=denL t he apacdaad'ms wrxodmnk
¢bias.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
""IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqguire extreme care in fabricatingp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
fo'r to these functions. Installers temporarryy
Componen[ Safety Information, bV TPI and'SBCA) safety practices prior pertorming shall provide
bracing per BCSI. Unless noted olherrrise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
have bracingg installed BCSI B3, B7 610,
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or
as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. 1`tefer to
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Buildin Components Group Inlc. 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 professrona engineering responsibility solely for the design shown. The suitability
this for is the the Building Designer ANSIITPI 1 Sec.2.
and use of dt awing any structure responsibility of per
For more information see this'ob's genemI notespage and these web sties: ALPINE: www.al irteitw.com; TPI: www. inst.o ; SBCA %vw.sbcindustrj.opnr, IM wwwImsafe.a
Job Number: 136DCS016 Ply: 1 SEQN: 746617 / T13 / HIPS
4EGB Galen 2432 "D" OL OW 1DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW.
Truss Label: AB Wg:t 176.4 Ibs .. / ... 10/13/17
I
0
l35
7'10"8 11' 16'10" 22'8" 259"8 33'8"
T10°8 3'1"8 5'10" 5'10" 3'1"8 T10'8
�1' 7'8"12
7'8"12
1112X4
1112X4 =3X4=3X6 =3X8 =3X6=3X4 912X4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 21.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
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
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
3-3-4
4'10" 4'10" 1' 7'8"12
1610" 21'8" 22' 3,3"4 33'8"
H f 5.,,.4
Snow Criteria (Pg,Pf in PSF)
DeHICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.115 E 999 240
B 1336 / 637 / 793 1- 1242
15.5
Lu: NA Cs: NA
VERT(TL): 0.267 E 999 180
H 1272 1600 / 725 /- /-
/ -
Snow Duration: NA
HORZ(LL): 0.046 1 - -
Wind reactions based on MWFRS
HORZ(TL): 0.106 1 - -
B Min Brg Width Req = 1.6
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = -
Bldg Code: FBC 2014 RES
Max TC CSI: 0.674
Bearing B is a rigid surface.
TPI Std: 2007
Max BC CSI: 0.484
Rep Factors Used: Yes
Max Web CSI: 0.305
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
Plate Type(s):
A - B 27 0 E - F
1423 -1941
WAVE
VIEW Ver: 15.01.01.0402.19
B-C 1450-2274 F-G
1374 -1945
C - D 1377 -1939 G - H
1459 - 2288
D - E 1423 -1941
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B- O 1954 -1185 L- K 1684 -953 I
O - N 1951 -1185 K - J 1684 - 953
N - M 1681 - 958 J - 1 1966 -1187
M - L 1681 - 958 1- H 1969 -1187
'�' —%7 %"
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs Tens. Comp.
No 047102,
O-C
240 -25
L-F 354 -251
C - N
360 -430
J - G 372 -448
D - N
405 - 279
F - J 415 - 286
*r
e
�
D - L
358 -259
G - I 245 -43
TAT
E-L
318 -362
A
fh'
40 013A38TF 55 8180 BB 7F48 04 99 ZE 85 FB
Thu Ittns'hc bx dcrseun�iisf�ncd W'.9=Iddtrj iltasA Martinar,
�%Xtt,.047..lnj the dat¢shzwaa6c=WegaS}i$.2
a�tisentiea3�nla.
i^grecn crrg�@�a�rah�s dirsaacrt��a�tret cz�s$�r�d s�aaa��d s�alali
asa6 they%-1 asrtiaeni;caa s:esls not 9a¢wrIW en my dedmnk
dins.
—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, bVy TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarYy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. itefer to
60A-Z for standard plate positions.
a division of
I F'i 1, or for nar
acceptance of
any structure is
failure to build the
g or cover page
rn. The suitability
Job Number.
016 Ply:
Truss LGalen abel: 4 D DS OL OW /DR Horton 14EGB Galen 2432 "D" OL OW I �k1187.6 Ibs I FROM: AH 618 / T12 / HIPM I DRW / ... 10/13/17 I
9' I 152'14 21'
4'8" 4'4' 6'2"14 + 5'9"2
112X4
E
12
6 p
52X4 C
v NI M L
=3X4 =3X6 w3X8
9' T 37' 6'5"2
15'2"14 21'8"
2776 33'8' i
V3"6 } 64"10
=3X4
F G H
T
(a) o
v in
1�
K— JHIMI
m4X6
5'10"14 6'1"2
2T6"14 33'8"
Loading 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 Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.145 E 999 240 B 1340 1748 / 820 ! - / 253 15.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.332 E 999 180 1 1267 / 740 / 622 / - / - / -
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.042 J - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: CMean Height: 20.50 ft HORZ(TL): 0.092 J - - B Min Big Width Req = 1.6
9 Code / Misc Criteria Cree Factor: 1.5 1 Min Brg Width Req =
NCBCLL: 10.00 TCDL: 4.2 psf p Bearing B is rigid surface
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.446 g a
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Sid: 2007 Max BC CSI: 0.606
Spacing: 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: 0.917 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp, Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1585 -2354
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1508 -2363 F - G 1441 -2187
Lumber C - D 1378 -2125 G - H 945 -1438
Value Set: 13B (Effective 611/2013) D - E 1585 -2355
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_
Lumber value set "l3B" uses design values B - N 2063 -1534 L - K 2214 -1464
approved 1/30/2013 by ALSC N - M 1858 -1307 K - J 1498 - 989
Bracing 1 M- L 1858 -1307 J -1 0 0
(a) Continuous lateral restraint equally spaced onN "
xams4e Maximum Web Forces Per Ply (Ibs)
member. Or 1x4 T" reinforcement. 80%length of Webs Tens.Comp. Webs Tens. Comp_
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails C - N 256 - 232 F - K 350 -421
@ 6" oc. 7 .. D - L 614 -385 K - G 876 - 574
Tray Scab(s) N - D 362 -120 G - J 702 941
ur E - L 306 -352 J - H 1795 -1179
(1) 2x4x0-3-11 x SP #3 scab at right end. Attach L - F 177 -153 H - 1 851 -1217
scab to face of chord with: Nails @ 8" oc, plus - .
additional nail clusters at: BRG.: (0), heel: (0), 1st :
panel point: (0).s:
Hangers / Ties4*4
��
(J) Hanger Support Required, by others��
Wind y
Member design based on both MWFRS and C&C.SERIAL*'
Right end vertical not exposed to wind pressure. 40 015A38: FF 5B 81 E D BB 7F48 00 99 2E 85 FB
*& 3ernhat taeatckza _ s n¢d ztd tmindby lF.a BMartin°s
£(a. L$c.4'aaisZI CA t'htd4w Sharon" abmm lritrga sFsz i
scntcaNresrasa�f°.
ftbMdcrpheSofthis dmr AWonot CoasidmwdsfgnzdAnds Idd
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cayins.
"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 an r7 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
attached n id 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, oftrussand 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 Buildin!�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building. Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS016
Ply: 1
SEQN: 746619 / T5 / HIPS
4EGB Galen 2432 "D" OIL OW /DR Horton /4EGB Galen 2432 "D" OL OW
City: 1
FROM: AH
DRW:
Truss Label: A10
Wgt: 166.6 Ibs
/ ...
10/13/17
9' 16'10" s_ 24'8" 29' s_ 33'8"
4'4' T10" 7'10" 4'4
_-5xe 112x4 =5x8
D E F
12
T
6-
T
12X4C G 02X4
o
v �
1 =-3XA(A1) B H=3X6(A7)
N M L K J
=3X4 =3XB =3X8 a3X6 =3X4
T 4'10" 4'10" 3' 9'
1�
9' 12' 16'10" 24'8" 33'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI 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
/ W
TCDL: , 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.150 E 999 240 B 1334 / 759 1784 / - / 218 / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.345 E 999 180 H 1334 / 759 / 784 / - /-
15.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.049 J - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.113 J - - B Min Big Width Req = 1.6
Mean Height: 20.50 ft Code / Misc Criteria Cree . H Min Brg Width Req = 1.6
NCBCLL: 10.00 p Factor1.5
TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.623 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.667
Spacing: 24.0 " C&C Dist a: 3.37 It Rep Factors Used: Yes Max Web CSI: 0.638 Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 27 0 E - F
1671 -2393
Wind Duration:1.60 WAVE VIEW Ver: 15.01.01.0402.19 B-C 1539-2346 F-G
1415 -2121
Lumber C - D 1416 -2121 G - H
1539 -2346
D - E 1671 -2393 H - I
27 0
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3 Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "13B" uses design values B - N 2047 -1248 L - K
1860 -1064
approved 1/30/2013 by ALSC N - M 1860 -1032 K - J
1860 -1064
M - L 1860 -1032 J - H
2O47 -1279
Winds
]JA
Member design based on both MWFRS and C&C. Maximum Web Forces Per
s� Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp_
° C N 245 211 L F
616
- - -
No 04.7162 D-N 385 -117 F-J
-425
385 -117
ee t D-L 616 -425 J-G
244 -211
E - L 395 -467
s O
e
e
•k�:ro
fl
40 01 SA 38 FF 5B 81 BO BB 7F48-00 992E 85 FB
rtaiciCcrnfexsberro rk- -ada�satlaC Gy r�7aaauc^7 ktari�r�
8E(fL. Lr.0471E2t oa the Case AowWab ulkiga SKA
an�rnCtat3eescar9r.
xtrderrgs€as�tfds eiffsrssi>ste moteeaaa'xL�sed s4gnez9and scaled
ass' #hs.�§A,.^, asabcsst�ia9�xromaAr cnsazs tar $ztf�.3�t asrgxleciier�
sums.
"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
for
Component Safety Information, bVV TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.. 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 610,
hefer
as applicable. Apply, Mates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildincLComponents 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 drrawing or cover pa e_ .
listing this drawing, indicates acceptance of pprofessiona engineertng responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2.
Far more intonation see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insta : SBCA: www.sbcindu .00m; ICC. www.iccsafe.or
i '
Job Number: 136DCS016 IPly: 1 SEQN: 746637 / T11 / HIPS
4EGB Galen 2432 "D" OL OW/DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: All I Wgt: 229.6 Ibs .. / ... 10/13/17
1�
7'
1 '0"15
1'11"1
14'10"8 1610" t
22'7"l 26W
33'8"
7'
4'0"15
3'9"7 1'11"1 r
3'9°7 4'0"15 f'
7'
%l0X10(R)
=3X4 1112X4 =H0710 =3X10
=3X4 NlOX10(R)
C
D TC2 E F G
H TC3 1
12
T 6�
i
T
o
f° =4X6 A3 B
1 =4XA�A33
Ja 4X6(A3) v
4X6(A3) I
a�
I
!tt
S
R Q P O
N M L
1I
1114X4
E�4X6E�1-10710 =3X10 =3X10
=H0710=4X6 114X4
12
3'7'11
3'11"3
2'10"6 37"11
7'1"12
1AC
�1'�
T1"12
10'9"7
iV22";
12' 18'9"10 1
21W 26'6"4
33'8"
2'10"6
1,2"
1F 4'10"6�
7 10"9
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CS1 Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.319 F 999 240 T 2651 / 1445 / - / - / - / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.743 F 538 180 J 2652 / 1446 / - / - ! - / 5.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.165 L - - T Min Brg Width Req = 3.1
NCBCLL: 0.00 Mean Height: 20.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 3.1
TCDL: 4.2 psf 81d Code: FBC 2014 RES Max TC CSI: 0.895 Bearings T & J are a rigid surface.
Soffit. 2.00 9
BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.792
Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: No Max Web CSI: 0.737 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_
GCpi: 0.18 Plate Type(s): A - B 27 -23 F - G 3755 - 7013
Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.01.0402.19 B - C 2912 -5369 G - H 3755 -7013
Lumber C - D 3342 -6235 H - 1 3343 -6236
D - E 3755 - 7012 1 - J 2913 - 5371
Value Set: 13B (Effective 6/1/2013) E - F 3755 -7012 J - K 27 -23
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x8 SP 91
Webs 2x4 SP #13 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC B - S 4754 -2554 O - N 6332 -3408
¢# S - R 4783 -2563 N - M 6332 -3408
Loading R - Q 6331 -3408 M - L 4785 - 2565
AP
#1 hip supports 7-0-0 jacks with no webs_ " Aid Q - P 6331 -3408 L - J 4755 -2555
Left side jacks have 7-0-0 setback with 0-0-0 cante�� •e P - O 7082 -3813
and 1-0-0 overhang. End jacks have 7-0-0 setback
e � �
with 0-0-0 cant and 1-M overhang. Right side jacks �y Maximum Web Forces Per Ply (Ibs)
have 7-0-0 setback with 0-0-0 cant and 0-0-0 o 7
have7„� Webs Tens.Comp. Webs Tens. Comp.
overhang.C-S 678 -213 F-O 113 -137
Wind a C-R 1935-1037 G-O 303 -320
Wind loads and reactions based on MWFRS. 40 R - D 774 -1122 O - H 905 -461
sun
OF J- D- P 905 -462 H- M 773 -1122
E - P 303 - 320 M -1 1934 -1036
.s, P-F 114 -137 L-I 679 -214
40015MM FF50Sf.80'8137F4800992€85FB
SA,ix ltara�:i<aa 9�ers ala si�naw.x�saalad6y rAaxdsai Marctncv
n(i:L. tPc.f3aaPs2f car tP�a shaW�a otxaa &2�agasf1 3
Z.Aen0QJ11 xs€aafa,
�caaoadc�izsafc{ds dr�c�srataaxrwac c�sad �gnc�nnd zaalnd
aaad Af25isixi,'Majfel=tmrk
=rAH .
'"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, handlin9 shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryv
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 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. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building 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 shippinq, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of pro epsionit 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.
Job Number: 136DCS016 Ply: 1 SEQN: 746638 / T3 / HI PM
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW.
Truss Label: Al2 Wgt: 235.2 Ibs / ... 10/13/17
T 12'S"12 17'8" 19' 22'10"5 28'2"5 33'8"
7' 5'5°12 5'2"4 1'4" 3'10"5 5'4" 5'5"11
=4X
4�
%12X12(R) =3X4 1113X4r=-5X6 m4X4 =6X6
C D E F G H =7Y%lI
I-NqkqL'-�
==I
I
P O
1114X6 =10X10
7'1"12 4'10"4
7'1"12 12'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BOLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP. C
Des Ld: 37.00
Mean Height: 20.00 it
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.37 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x6 SP #1 :TC1 2x4 SP 91:
Bot chord 2x8 SP #1
Webs 2x4 SP #3 :WB, W10 2x4 SP #1:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #1 scab at right end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Loading
#1 hip supports 7-0-0 jacks with no webs.
N M L K
=3X10 =H0710=6X6 =5X12
68" 4' 1'5"1 5'6"8
17'8" 21'8" 23'1"1 28'8"5
J
Iu4X16
4'114'11"11
337
TT
co
cO v
�-1
Snow Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefi U#
Loc R / U / Rw / Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): 0.322 E 999 240
Q 2631 11434 1- 1- l -
15.5
Lu: NA Cs: NA
VERT(TL): 0.753 E 534 180
J 2758 11480 / - /- / -
/ -
Snow Duration: NA
HORZ(LL): 0.066 C - -
Wind reactions based on MWFRS
HORZ(fL): 0.154 C - -
Q Min Brg Width Req = 3.1
Code / Misc Criteria
Creep Factor. 1.5
J Min Brg Width Req = -
Bldg Code: FBC 2014 RES
Max TC CSI: 0.863
Bearing Q is a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.774
Rep Factors Used: No
Max Web CSI: 0.815
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 27 -23 E - F
3767 -7034
WAVE, HS
VIEW Ver: 15.01.01.0402.19
B - C 2892 -5341 F - G
3767 -7034
Wind
C - D 3516 -6562 G - H
3238 -6057
D - E 3767 -7034 H - 1
1974 - 3694
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp-
B - P 4730 - 2538 M - L
6160 - 3313
P - O 4762 - 2547 L - K
3882 - 2097
))
O- N 6643 -3579 K- J
9 -6
N - M 6160 -3313
r rMW.
-f'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
No 7
C- P 715 -203 G- L
856 -1181
C - O 2140 -1151 L - H
2602 -1365
O - D 749 - 947 H - K
1411 - 2148
D - N 464 -223 K - 1
4375 -2336
E - N 550 - 598 1- J
1507 -2635
STATE OFm.
N-G 1037 -539
ma
Left side jacks have 74)-0 setback with 0-0-0 cant 40 015A38 FF 53 84 SO 813 7F 48 00 99 2E $5 FB
and 1-0-0 overhang. End jacks have 7-0-0 setback UU Item bat bra cle s and aM waled by Wrwizl Martpmr,
with 0-0-0 cant and 1-0-0 overhang. Right side jacks PE(=L. ut.0saMIon 0.date 4MV'M abaw ur�ngasxx a
have 0-0-0 setback with 0-0-0 cant and 0-0-0 azeeacaesssmde.
overhang. M=rd ceplaaaftfas do^cmwazw act e=4andssa12d
arethe SRA4 auffimftrkAcademast.t•:avat d'mwidecimniz
cam M
"'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
Componen[ Safety Information, by TPI and SBCA) fo'r satety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherw!se,top chord shall have properly 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 B10,
as applicable. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with AN51�I PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing,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 ANSUTPI 1 5ec.2.
For more infonnation see this Fob's general notes page and these web sties: ALPINE: wrow.al inehw.com; TPI:_ www.tpinst.org; SBCA: www.sbcindustry.com; ]CC: wwwkcsafe.org
Job Number.,
Ply: I
Truss Galen Label: 2' 2D"DS O L OW/DR Horton /4EGB Galen 24I 2 "D" OL OW I City:
106.4 Ibs I FROM: AH 620 / T1 / COMN I DRW 10/13/17 I
96"9
5'6"9
10'8"
917
D=4X6
15'9"7
5'1"7
21'4"
5'6"9
12
al
in
6
3X4
CL2
m
=3X4(A1) B
tE
F=3X4(A1 )
ys A
G
I
H
1112X4 =-5X6
112X4
r 1,
5'4"13
&3"3 5'3"
5'4"13 1,
5'4"13
I 10'8" 15'11 "3 3
21'4"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria .
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U#
Loc R / U I Rw' / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.064 1 999 240
B 867 / 535 / 516 / - / 245 15.5
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.097 1 999 180
F 867 / 535 1516 / - /- / 5.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): -0.025 H - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP. C
HORZ(TL): 0.042 H - -
B Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 20.92 ft
Code / Misc Criteria Creep Factor. 1.5
F Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.465
Bearings B & F are a rigid surface.
Load Duration: 125
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.296
Top Chord Forces Per PI I
y (bs )
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes Max Web CS 1: 0.286
Rep
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
A - B 27 0 D - E 1076 -962
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.19
B - C 1338 -1379 E - F 1339 -1379
C- D 1076 -962 F- G 27 0
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Sot Chord Forces Per Ply (ibs)
Top chord 2x4 SP 91
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP #1
Webs 2x4SP#3
B-J 1180-1016 I-H 1177 -1033
Lumber value set "'I 3B"
uses design values
J - 1 1177 -1016 H - F 1180 -1033
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Wind
(
°'�r-
Webs Tens.Comp. Webs Tens. Comp.
Member design based on both MWFRS and C&C.+erg
J-C 208 -9 I-E 544 -425
%#• Aga
C -1 544 -425 E - H 208 -11
a
D -1 516 -496
047102
ew.
ar
s,
40 015A38 FF 5B 83. BD BB 71 48 00 99 2E g5 FB
XQ9fc ItemA= meta- s%aed.wJ ezded by rA:uwet Wrth
F.(rt.t@e.9471Ea}can msaze:shawaa6sx�z. 3ngasitA-t
�2tsenccatitinaale.
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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, handling 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 progpefiy
attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 137 or 610,
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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,an 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 professions engineering responsibility solely for the design shown. The sui bility
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS016 Ply: 2 SEQN: 647404 / T4 / COMN I
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty. 1 FROM: AH DRW:
Truss Label: B2 Wgt: 161.0 Ibs I / ... 10/13/17
12 + 10'8" 14'0"3 + 17'98 21'4"
3'6"8 3924 3'4"4 3'4°3 3'9"5 36"8
E 1114X6(R)
1
1
1112X4 IIIbXB(R) =luX1u =5X5 1114X6
3'4"12 37"8 3'7"12 3'7"11 3'7"9 34"12
1 3'4"12 7'0"4 10'8" 14'3"11 17'11"4 21'4°
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.168 J 999 240 B 5255 12860 ! - I - l - / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.380 J 664 180 H 7973 14006 / - / - / - 15.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 1 - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.100 I - - B Min Brg Width Req = 22
Mean Height: 20.92 ft Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 3.3
NCBCLL: 0.00 TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.662 9 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.605
Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: No Max Web CSI: 0.679
Spacing: 24.0 " C&C Dist a: ft
Loc. from endwawall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):.; A - B 13 -13 E - F 2221 -4187
Wind Duration: 1.60 HS, WAVE VIEW Ver: 17.01.01A.0723.13 B - C 2866 -5332 F - G 2923 -5630
Lumber Wind C - D 2936 -5467 G - H 3556 -6981
D-E 2212-4174
Value Set: 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS.
Top chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x6 SP M-26 Webs 2x4 SP #3 ,.W5 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp_
:Ll Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - M 4749 -2547 K - J 4906 -2544
Lumber value set "1313" uses design values M - L 475B -2553 J - 1 6187 -3149
approved 1/30/2013 by ALSC L - K 4770 -2552 1- H 6238 -3171
Nailnote� ` Maximum Web Forces Per Ply (Ibs)
Nail ScheChordule:0.12 @12. min. nails
a� _ �, Webs Tens.Comp. Webs Tens. Comp_
Top Chord: 1 Row @12.OD" o.c. +� �� � ° ,da
Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) M - C 140 -186 K - F 832 -1702
Webs : 1 Row @ 4" o.c. to
Use equal spacing between rows and stagger nails C - L 125 -58 F - J 1783 813
q p 9 99 L- D 1600 -853 J- G 614 -1295
in each row to avoid splitting.
D - K 843 -1503 G -1 1066 -453
4" o.c. spacing of nails perpendicular and parallel to,.
grain required in area over bearings greater than 4" : * E - K 3628 -1865
OF
Special Loads
'.
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)m'
TC- From 56 plf at -1.00 to 56 pit at 7.06�
TC- From 28 plf at 7.06 to 28 plf at 10.67a�s°
TC- From 56 If at 10.67 to 56 ff at 21.33
BC- From 4 plf at -1.00 to 4 plf at 0.00`
BC- From 20 plf at 0.00 to 20 pif at 7.06
BC- From 10 plf at 7.06 to 10 plf at 10.67
BC- From 10 plf at 10.67 to 10 pit at 21.33 40 015A 38 FF 50 81 BO BB 7F 48 00 99 2E 85 FB
BC- 2758lb Conc. Load at 7.06 Th1%ham has ba =d=t1adbytlt.M.1Martin"
BC-1267 lb Conc. Load at 9.06,15.06 PE(rt. uc.rdz.dz!as,dmaaicsnawaatxi gasx3
BC-1272 lb Conc. Load at 11.06,13.06 "Cratcaummde.
BC- 1321 lb Conc. Load at 17.06,19.06,20.44 ikrutedcMinscid'isdrr-�Awtnot =nSla edAnsdandmbd
ate@ ttc 2tem�aSuasee.�¢mr�tiaa acrifA�i_�asrtrsdectrmt3ir
mains.
"`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) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI1TPI 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 engineer responsibility solely for the design shown. The sui bility
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number.
016
4EGB Galen Truss Label: 83 2 " S OL OW /DR Horton 14EGB Galen 2 I32 "D" OL OW I �L1137.2 Ibs I FROM: AH 621 ! T2 ! GABL I DRW; 10/13/17 I
1018" 1018"
2'8' —+ 1'4" -{
(TYP)
I >a4X4
H J
G K
12 F L
6
� E M
N
Gm� D N
m
C O
®2X4(A1) B Pm2X4(A1)
nil
A Q
I
AD AC AB AA Z Y V U T S R
21'4"
21'4"
21'4"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/'BSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: DNA VERT(LL): -0.001 H 999 240 p• 81 / 50 / 38 / - 111 / 255
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 R - - B Min Brg Width Req = -
EXP: C
Des Ld: 37.00 HORZ(TL): 0.004 R - - Bearing B is a rigid surface.
Mean Height: 20.92 it
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.116 Maximum To Chord Forces Per PI Ibs
Soffit: 2.00 BCDL: 5.0 psf p y (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 20D7 Max BC CSI: 0.034 Chords Tens.Comp. Chords Tens. Camp.
Spacing: 24.0 " C&C Dist a: 3.00It Rep Factors Used: Yes Max Web CSI: 0.105 A- B 27 0 1-1 325 -24
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 82 -118 J - K 271 -21
GCpi: 0.18 Plate Type(s): C - D 78 -87 K - L 217 -23
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 D - E 113 -66 L - M 165 -44
Lumber E - F 165 -44 M - N 113 -66
F-G 217 -23 N-O 78 -87
Value Set: 13B (Effective 6/1/2013) G - H 271 -21 O - P 82 -118
Top chord 2x4 SP #1 H - I 325 -24 P - Q 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP ft3
n values Maximum Botns. Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design Chords Tes.Comp. Chords Tens. Comp -
approved 1/30/2013 by ALSC
B -AD 187 -103 X - W 206 -107
Plating Notes AD -AC 196 -104 W - V 205 -106
All plates are 2X4 except as noted. AC -AB 198 -105 V - U 203 -106
P P 0 e��xy
,,. - AB -AA 201 -105 U - T 201 105
Wind AA-Z 203 -106 T-S 198 -105
Member design based on both MWFRS and C&C. a°;� Z - Y 205 -106 S - R 196 -104
a' Y - X 206 -107 R - P 187 -103
Additional Notes
See DWGS A16030ENC101014 & GBLLET1N1014 for, Maximum Gable Forces Per Ply (Ibs)
gable wind bracing and other requirements. Gables Tens -Comp. Gables Tens. Comp.
C -AD 188 -103 W - J 202 -83
D -AC 96 - 65 V - K 165 -73
a E -AB 109 -74 U - L 108 -73
�r F-AA 108 -73 T-M 109 -74
G-Z 165 -73 S-N 96 -65
H - Y 202 - 83 R - O 188 -103
y➢ X-1 0 -173
40 01 5AS8 FF58 81110 BB 7F48 00 99 2E 85 FB
Thu itamiw ttm ed MM sealad byM oral Mart6eez,
r"E(R. tE #47IEZtcm 4�a asltsswaak w.¢agaSNlwL
aza�enGaata�m, -
ai4ted tcpin fftdw at mot crosianaed:%m�- .d salad
arr!thc Tacr3haetSrat&xsscslc ma:E:iva a:edfE�ett asp �$act�td✓. .
axJas_
"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, handlingdripping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide tempos
bracing per BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigpid ceilin�t Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10,
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 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinfr�LComponents 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 handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pia�ge_
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su- bility
and use of this drawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2.
Job Number: 136DGS016 Ply: 1 SEQN: 6889201 T25 / COMN
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 2 FROM: AH DRW:
Truss Label: L1 Wgt 36.4 Ibs .. / ... 10/13/17
fi
LO
11
3 15 1
la 5' 10, i
5' 5'
12
4 r—�
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 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
-Lac. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
C=4X4
Y
04
u
III/-A'F
5' 5'
5' 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
Pf: NA Ce: NA
VERT(LL): -0.024 F 999 240
B 433 / 273 1410 / - / 79
/ 4.0
Lu: NA Cs: NA
VERT(TL): 0.028 F 999 180
D 433 / 235 / 247 /- /-
/ 4.0
Snow Duration: NA
HORZ(LL): -0.008 F - -
Wind reactions based on MWFRS
HORZ(TL): 0.009 F - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 1.5
D Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.298
Bearings B & D are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.227
Rep Factors Used: Yes
Max Web CSI: 0.086
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 19 0 C - D
1084 -638
WAVE
VIEW Ver: 17.01.01A.0723.13
I B - C 1106 -638 D - E
19 0
13
40 015A aft fF58 8160 81i 7F48 00992E 85 FB
Thu hamhez been clae8€a:�ia�jaibnadmr2d�:afad Sry LLx ml Markker,
N `4Z, Lie.rArSP2i an 6. daft siwmvabom hang a Si4A.T,
zukheAb" ccde.
ftb"da Gidis dace.WAZWn0t0XzMeaad 1kned=d=9hd
2M Sire SHA3code nmtbs vr&bdan wjdectror*
=Im
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp_ Chords Tens. Comp.
B - F 575 - 959 F - D 575 - 959
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 291 -401
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
[ Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a pro any
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e._ Apply plates to each face•of truss and position as shown above and on the Join Details. unless noted otherwise. kefer to
a division of
i vi t, or for nanaungf snippm�, instaw
acceptance of pro esstona enginE
any structure is the responsibility of
failure to build the
g or cover pa e
in. The sui bility
Job Number. 136DCS016
I
Ply: 1
SEQN: 689108 / T30 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen
2432 "D" OL OW
Qty: 1
FROM: GM
DRW:
Truss Label: L2
Wgt: 44.8 Ibs
/ ... 10/13/17
3'
7'
10'
3'
4'
3'
12
4
_
�C4
C =4X6
T
u7
i>7=2X4(A1) B
i
E=2X4(A1)
='
H
F
H
G
-�
III 2X4
= 3X4
1, 3'1"2 3'6"12 3'3"8 1,
3'1"1i2 6'8"8 10'
Loading Criteria (pso 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 too Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.021 G 999 240 B 493 / 241 ! - / - 1- 14.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.046 G 999 180 E 493 1241 ! - / - /- / 4.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS
EXP: C HORZ L 0.014 G - - B Min BigWidth Re 1.5
Des Ld: 37.00 Mean Height: 15.00 ft �) q
9 Code / Misc Criteria CreepFactor. 1.5 E Min Brg Width Req = 1.5
Noffit: 2. 0 TCDL: 4.0 psf Bearings B & E are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.191 9 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.213
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.039 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 19 -14 D - E 410 -919
Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 408 -923 E - F 19 -14
Lumber C - D 368 - 883
Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP #1
Webs 2x4 SP #3 B - H 858 -374 G - E 855 -376
Lumber value set "1313" uses design values H - G 872 -370
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Loading Wo Webs Tens.Comp. Webs Tens. Comp.
#1 hip supports 3-0-0 jacks with no webs. t
�� C-H 99 0 G-D 104 0
Wind ox� C - G 11 0
Wind loads and reactions based on MWFRS.�,�
Left bottom chord exposed to wind.
ab
""A ..
40 015A38 FF 56 8180 BB 7F 49 00 99.2E 85 FB
ThuiiamhastSECnffiit 3 3CP ZrA= ddbyMarA�iMiarkin",
9�EOL. tic.94F.£9i{4m00 date shawmat vdnga Si4,1
=*4ntk4tknrcde
ftbtntl cw1notdis domr= t clot cm-"116 cad stye¢ mti mind
and tho---A l aVkhm=ti==da ms ztt� will ad =amidcctmnk
crvivL
"WARNING'"'' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, by TPI anr7'SBC I foi safety practices prior to performing these functions. Installers shall provide temposrryy
per BCSI. Unless noted 0 hervrise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
tl riggid ceilin�t Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810,
cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
Is 160A-Z for standard plate positions.
a division of 17 Buildin Components Group Iglc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with AN 1, or for handlingf shipping, installation and bracing of tivsses.A seal on this drawing or cover page.
this drawing, indicates acceptance of pro essiona engineering responsibility solely_for the design shown. The sui bihty
any
Job Number: 136DCS016 Ply: 1 SEQN: 675923 / T29 / GABL
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: JAH DRW.
Truss Label: M5GB Wgt: 25.2 lbs / _.. 10/13/17
2'6" 4'6" 1 5'
2'6" 2' 6"
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 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
,n — E
1- 5' -I
1 2'6" 2' 6"
2'6" 4'6" 5'
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.001 H 999 240
F" 87 / 41 163 /- / 17 / 60.0
Lu: NA Cs: NA
VERT(TL): 0.002 H 999 180
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.002 D - -
B Min Brg Width Req = -
HORZ(TL):-0.002 D - -
Bearing B is a rigid surface.
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.167
Maximum Top Chord Forces Per Ply (Ibs)
TPI Sid: 2007
Max BC CSI: 0.043
Chords Tens.Comp. Chords Tens. Camp.
Rep Factors Used: Yes
Max Web CSI: 0.086
A - B 19 0 C - D 13 -74
F URT:20(0)/l0(0)
Mfg Specified Camber:
B- C 8 -153 D- E 5 -10
Plate Type(s):
WAVE
VIEW Ver: 16.01.018.0614.20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 248 - 23 G - F 263 - 25
H - G 259 -24
40 015A38 Ff 5B 81 St) BB 7f 4g t')ti 9g 2E 85 FB
Mh Item ssmlvdfey waa;,me marttnca;
PECK. ttc. �3iS92t ctr [?r ez2..4hav�rsa r.an�7t54# +2
t emt4.caSPc�ts madam,
etet4ccpenutdindrxrsasaAm votcmwewed mnds"Iad
one I. E4Al nkhentmtbmzade n mt3v x &L—d m=ydectrerk
sMIM :
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
C-H 289 -115 E-F 2 -11
D - G 239 - 81
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire 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) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
e.. AppTy plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to
a division of
II PI 1; or for h
acceptance
any structure
lis drawin any failure to build the
on this drawing or cover page
ie design shown. The suitability
i r
Job Number: 136DCS016 I Ply. 1 SEQN: 675915 / T16 / MONOI .
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 8 FROM: JAH DRW:
Truss Label: M5 I Wgt: 22.4 Ibs / ... 10/13/17
T
to
2X4(A1)
1 A
�— 1,
12
1\\
4 3X4(R C
2M D co
Li 17 J_
1112X4E
4'8"8 _
418118 1A
3"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.014 E 999 240
B 257 / 112 / 194 / - / 86 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(fL): 0.016 E 999 180
D 176 193 / 110 / - /- / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): -0.006 E - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
HORZ(TL): -0.007E - -
B Min Brg Width Req = 1.5
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria Cree Factor. 1.5
p
D Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0260
Bearings B & ui are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: D to h!2
TPI Std: 2007 Max BC CSI: 0.141
Bearing B requires a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes Max Web CS 1: 0.290
Loc. from endwall: Any
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: 16.01.01 B.0614.20
A - B 19 0 B - C 43 -103
Lumber
Value Set: 13B (Effective 6/112013)
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
B - E 70 -152
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Maximum Web Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSO
Wind
D - E 82 -33 C - D 980 -439
Member design based on both MWFRS and C&C.
e�ar�
No 047i$Z
40 015A38 IFF 5B 81 BB BB7F4800992E85FB
Thu Iternim bzm»ek- z ad ard=fcdby adassscl MArfincr,
PEOL.Lk.GS7E 21[ofltRi�aa3s hhrwwnabarau^, ngaSH.S<i
CA60 mmda
e ,tells s ddsd 'm ec+tt acrud grewW. dx lad
mtC tts�2 iLRheAU`rat&x9a:%Sm met �.a neitf�.irm acstr�cctmnk
plus_
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme pre in fabricatingg handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for salty practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attach etl 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 drawinqg any failure to build the
truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of 1russes.A seal on this drawing or cover page _
listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is p e responsibility of the Building Designer.per ANSIlTPI 1 Sec.2.
Job Number: 136DCS016 Ply: 1 SEQN: 746622 / T28 / VAL
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH FDRW:Truss Label: MV1 Wgt: 50.4 lbs / ... 10/13/17
472 872 10'3"10
r 4'9"2 4' 1.6"8
Cm4X4
1u2x4
j-
10'3"10
19"2 4' 16"8
4'9"2 9912 10'3"10
Loading Criteria (psf) 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#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph
Pt NA Ce: NA VERT(LL): -0.017 G 999 240
H* 76 /44 / 47 /- / 18 / 123
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.023 G 999 180
Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): -0.007 G - -
H Min Brg Width Req = -
EXP: C
Des Ld: 37.00
HORZ L 0 009 G - -
)t
BearingH is rigid surface.
a 9
Mean Height: 21.78 ft
NCBCLL: 10.00
Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.210
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.140
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.098
A - B 69 -169 C - D 42 -19
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0) Mfg Specified Camber:
B - C 43 -63
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 16.01.01.0402.19
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Chords Tens.Comp. Chords Tens. Comp.
Value Set: 13B (Effective 6/1/2013)
A - G 188 -49 F - E 197 -52
Top chord 2x4 SP #1
G - F 197 -52
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Web Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
B - G 328 -279 D - E 72 -43
Wind
Member design based on both MWFRS and C&C.
Vi
C-F 174 -127
N� xua
x
Right end vertical not exposed to wind pressure.e*�
Additional Notes
y
No
See DWG VAL160101014 for valley details.
v
.*. STATE OF _e
40 015A38 FF 56 81 BO BB 7F 48 00 99 2E 85 FB
Thu heath waled by Ib3aZ.4 marv,=
aE(ffL.f@c.tf47d9d`t en E3lmetm�k¢sfagwito6c sin w.�ga54iA8
aL'tlianCica�s.e.
ftbtedcr4t1=cJ1fias dmLrscA mnot cxsW&r d sidned=tl smaiad
=d t1a2 as<9henP,csarace�9e nttsliaaerif.la�gedcctratsiz
_-Pb .
"*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vqire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
f Safety Information, byy TPI an7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporalrrVy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
le. Api tv Plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. kefer to
a division of
' i NI 1, or for n
acceptance
any structure
failure to build the
g or cover page
in. The suitability
Job Number: 136DCS016 I I
Ply: 1
SEQN: 746623 / T22 / VAL
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW
Qty: 1
FROM: AH
FRW:Truss
Label: MV2
Wgt 39.2 lbs
/ ... 10/13/17
79"2 6'92 8'3"10
2'9"2 4' 16'8
C=4X4
12 D
6� T
*
B
jZ-3X4(D1)
�'
1
E
G F
l=
8'3"10
Z9"2 4' 1'6"8
2'9"2 672 8710
Loading Criteria (psf)
Wind Criteria
Snow Criteria (%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
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.004 G 999 240 H" 76 144 / 45 / - / 16 / 99.6
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.005 G 999 180 Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): -0.006 D - - H Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL):-0.006 D - - Bearing H is a rigid surface.
NCBCLL: 10.00
Mean Height: 22.28 ft
TCDL: 4.0 psf
Code / Misc Criteria Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES Max TC CSI: 0.338 Maximum To Chord Forces Per PI Ibs
p y (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.095 Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes Max Web CSI: 0.092 A - g 56 - 245 C - D 67 -20
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 47 -60
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.19 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Value Set: 13B (Effective 6/1/2013)
A - G 220 -40 F - E 253 -44
Top chord 2x4 SP #1
G - F 253 -44
Bot chord 2x4 SP Al
Webs 2x4 SP #3
Maximum Web Forces Per Ply (Ibs)
Lumber value set "l3B" uses design values
Webs Tens.Comp. Webs Tens. Comp_
approved 1/30/2013 by ALSC
C - F 310 -134 D - E 126 -44
Plating Notes
All plates are 2X4 except as noted.��
,
Maximum Gable Forces Per Ply (Ibs)
Wind
�e" - Gables Tens.Comp.
a%
B G 561 233
Member design based on both MWFRS and C&C.
- -
Right end vertical not exposed to wind pressure.
11
Additional Notes00
See DWGS A16030ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
STATE OF :,41
See DWG VAL160101014 for valley details.
10-t
01# � -
4001SA38FF5881BO8B7F480099 2E 95fB
ThUitemltasbeak Cledmnimb3 s td.amwaicdbyPi72"YMLurnw
2'E(fL.ttc.WirtH2f cxi tt3e da3cahaw=eaba+em ats:nga5H�2
PmwdeC9i=0faidsdwz =Mnetamsl&rndS*Wdandssalmd
arx6 tt'e..:r7.A,2iientirattewsc�de rn�t�amer3f�dca�taepad¢ctratsk
wins:
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
t these Installers
Component Safety Information, by TPI anc7'SBCA) safety.practices prior to performing functions. shall provide tempos
bracing BCSL Unless herwise,top chord shall have attached structural sheathing and bottom chord shall have a
per noted o properly propperyrly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
(2efer
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinhtLComponents Group 101c. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI! PI 1, for handling installation bracing trusses.A seal on this drawing or cover
conformance with or shipping, and of page_ .
listing this drawingg indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer ANSIfTPI I Sec.2.
per
For more information see thisjob's general notes pacie and these web sides: ALPINE: www.ai ineitmoom; TPI: www. irist.o : SBCA' www.sbcindu .com; ICC: www.iccsafe.org
Job Number: 136DCS016
Ply: 1
SEQN: 746624 /T271 VAL
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW
Qty: 1
FROM: AH
DRW:
Truss Label: MV3
Wgt: 28.0 Ibs
/ _.. 10/13/17
4'9"2 6710
4'9"2 1'6"8
B=4X4
12
6 p
T
C 1112X4
r -�
Pv=3X4(D1)
A
1.
F D
E 1112X4 1112X4
6'3"10 J
472 1'6"8
4'9"2 f 6710
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
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
F- 76 / 29 / 42 / - / 11 / 75.6
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): -0.031 E 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.037 E 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.010 E - -
F Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ L -0.011 E - -
�)
a 9
BearingF is rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 22.78 ft
TCDL: 4.2 psf
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.249
Maximum To Chord Forces Per PI Ibs
P y (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.184
Chords Tens.Comp. Chords Tens. Comp.
A - B 51 -49 B - C 45 -16
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CS 1: 0.066
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum got Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
Chords Tens.Comp. Chords Tens. Comp.
Lumber A-E 108 -39 E-D 108 -39
Value Set 13B (Effective 61112013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp.
Webs 2x4 SP #3
Lumber value set "l3B" uses design values B - E 221 -153 C - D 82 -41
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C. MAR
a+#-
�r
��.'
Additional Notes a
�a
See DWG VAL160101014 for valley details.
047102,
:No.
wn
VW
STATE OF
..
SERIAL#
40 015A38 FF 55 8180 BB 7F49 00 99.2E E5 FB
atsk IsamRua bcc» skctrjs�rsad �xSs�afad 57r Fdar�rs3 rn�ntaa;:z,
tkt.. lic�673E2! cri4Acd^aahawaabser�sr�ag s sSrJwi
scriWata,ex3a
tad a�ie��rahes d+xcx•srnta� natcea�i�a d sie�ztad s�alatl
crab sfsa ".k."R=I xtiR49¢mfzafv�cofla rasat daa s�r3f�lwn aa*p�ecttat53c"
®tlax.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabdcating handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
lateral B7 �10,
attached ri id ceiling. Locations shown for permanent restraint of webs shall have bracing installed per BCSI sections B3, or
as applicNe. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ,
listing this drawing indicates acceptance of pro ession I 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.
For more information see this'ob's general notes page and these web sites: ALPINE: www:al ineilw.com: TPI: www. inst.o ; SBCA : www.sbcindu .corn; ICC: www.iocsafe.org
Job Number: 136DCS016
I
Ply. 1
SEQN: 746625 / T21 ! VAL
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen
2432 "D" OL OW
Qty: 1
FROM: AH
DRW:
Truss Label: MV4
I
Wgt: 26.6 lbs
.. / ... 10/13/17
272 4-3"10
2'9"2 1'6"8
12
6 p B=4X4
�_
=3X4(D1) 1114X6C(G1)
`v
A
�I
E.
p 1112XLl
4'3"10
29"2 1'0"8
2'9"2 3710 6"
"3" 0
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/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 Udefi L/#
Loc R / U / Rw / Rh / RL / W
E- 75 / 27 / 37 /- / 9 / 51.6
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): -0.005 D 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.006 D 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 D - -
E Min Big Width Req = -
Des Ld: 37.00
EXP: C
Mean Height: 2328 ft
HORZ(TL): -0.002 D - -
Bearing E is a rigid surface.
NCBCLL: 10.00
TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor: 1.5
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.070
Maximum To Chord Forces Per PI Ibs
p y ( )
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.061
Chords Tens.Comp. Chords Tens. Camp.
A - B 63 -27 B - C 59 -15
Spacing: 24.0 "
C&C Dist a: 3.00 It
I Rep Factors Used: Yes
Max Web CSI: 0.052
Loc. from endwall: not in 9.00
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 15.01.01.0402.19
Wind Duration: 1.1
WAVE
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A - D 84 -39 D - C 86 -41
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs Tens.Comp.
Webs 2x4 SP fi3
:Rt Stub Wedge 2x8 SP #1:
B - D 174 -132
Lumber value set "138" uses design values
approved 1/30/2013 by ALSO
Wind
!. IM
Member design based on both MWFRS and C&C.
% .�0����
Additional Notes
#
See DWG VAL160101014 for valley details.
,-
#
STATE
" sue IVA
pig
yl
40 01 5A 38 FF 5B 9100 813 7F49 00 89 2E95 F6
MA Ile imbe= s ed and =alad by BJ%a ml Ntarun.=,
ttr. r4nuI an: the de. Aawmakawe.aaaq a SRAa
au�ar+.�a3rs�a,
ftbmdccp�v%.i&L-dw=,.-ta motaaW&md t%ne6arA malad
axed 11,4 3 D iaI wdhe d0fiartcsa 0M_—t 6a mavftod C a W V d attorAz
cuy!os.
"WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" -FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme pre in fabricating, handlin stripping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
to these functions. Installers temporaryry
Componen[ Safety. Information, by TPI anr7'SBCA) for safety practices prior performing shall provide
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
have bracing installed BCSI B3, B7
attached rigid ceilmq Locations shown for permanent lateral restraint of webs shall per sections or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inlc. shall not be responsible for any deviation from this drawin any failure to build the
truss in ANSI PI 1, for handling installation and bracing of trusses.A seal on this d9awing or cover
conformance with or shippiny, p%e. ,
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The sui bility
this gnawing for is the the Building Designer ANSIffPI 1 Sec.2.
and use of any structure responsibility of per
For more !nformabon see this job's general notes page and these weti sites: ALPINE: www.al ineftw.com; TPI: www. inst.o : SBCfk www.sbdndu .com: ICC: www.imsafe.orii
Job Number: 136DCS016 Ply: 1 SEQN: 746629 / T20 / EJAC
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 25 FROM: AH DRW:
Truss Label: EJ7 Wgt 23.8 Ibs .. / ... 10/13/17
C
12
6
c�
o
to
-v
2X4(A1) B
A
D
1 7'
T
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: 20.00 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 it
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.022 D - -
HORZ(TL): 0.031 D - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.533
TPI Std: 2007
Max BC CSI: 0.368
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):..
VIEW Ver: 15.01.01.0402.19
WAVE
STATE OF
._
40 015A38 FF 56 81 BO 613 7F 48 00 99 2E 95 FB
T+tr Item&ntees4ek .px,nedast9 «.sled by fafaa.-A Matttne;,
�*S in. Lk.d47=1 on 62 devc s WWa ahow smog a Still i
3i tentkztiancade.
2r^�auderpta oftN5doCUaWAwenot crm9teas(ddnE mad=bd
xrAti,4vfB.A.:2avthcntmzancode m¢.rtavanfedmmy lectrorsk
r "Im
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 336 1155 / 257 / - 1211 15.6
D 127 126 / 102 / - / - / 1.5
C 171 /169 185 I- I- 11.5
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.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -160
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
luire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, byy TPI and'SBCA) r 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
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. hifer to
60A-Z for standard plate positions.
a division of
TPI 1; orfor h
acceptance
any structure
failure to build the
g or cover page
rn. The suitability
I `
Job Number: 136DCS016 Ply: 1 SEQN: 688924 / T32 / EJAC
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 21432 "D" OL OW Qty: 3 FROM: GM DRW:
Truss Label: EJ3L I Wgt: 12.6 Ibs .. / ... 10/13/17
4 12 C
LID
2X I (A1) B M
ti
3' 5 A
o
1'
3'
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Def11CSl 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 / W
TCDL: 7.00
Speed: 160 mph
Pf NA Ce: NA VERT(LL): NA
B 190 1124 / 191 ! - / 57 14.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 49 133 / 69 ! - / - / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): -0.002 D - -
C 62 / 40 131 / - / - / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL):-0.002 D - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Cree Factor. 1.5
p
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 p sf
Bldg Code: FBC 2014 RES Max TC CSI: 0.170
D MiBWidlh Re
nr g q =
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2007 Max BC CSt: 0.072
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 Max Web CSI: 0.000
P
Loc. from endwall: Any
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: 17.01.01A.0723.13
A - B 19 ' 0 B - C 20 -61
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp.
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
B - D 0 0
approved 1/30/2013 by ALSC
Windt)+
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
?r ,
"WARNING— READ AND
-IMPORTANT"" FURNISH THIS DRAM
a aivision oT i i vy buiioin �omponems
conformance with ANSI PI 1, or for h
this drawing indicates acceptance
ie of this drawing,
for any structure
0
40 015A 38 FF 58 81.130BB7F48 00 99 2€ 85 FB
r&3t, itetn7hmbeen ek s ted wd ssaiedbV LUmA Mattnex
PE(n. ltc.947392( on the a5NA3
cnftt e.
toted ccF�ndthjk dmumemme matwasiem AApwdand=1ma
=dt}ea,.frA4aa.^thvmka*Azc4a mw-t kaawiWan a ydoctwnk
rmkL
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
aping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ty practices prior to performing these functions. Installers shall provide temporary
have properly attached structural sheathing and bottom chord shall have a progpeny
tral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
ition as shown above and on the Joint Details, unless noted otherwise. (2efer to
shall not be responsible for any deviation from this drawing any failure to build the
pping, installation and bracing of trusses.A seal on this drawmg or cover pa e_
ion engineering responsibility solely for the design shown. The suitability
Job Number:
4EGB Galen 2432D"DS OL OW /DR Horton /4EGB Galen 2432 "D" OL OW I Wgt 116.8 Ibs I FROM: AH 628 / T17 / JACK I DRW./ 10/13/17 I
Truss Label: BJ5
T
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: 11
EXP. C
Des Ld: 37.00
Mean Height: 19.50 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: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value. Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "l38" uses design values
approved 1/30/2013 by ALSC
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 too L/defi L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.010 D -
HORZ(TL):-0.012 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.329
TPI Std: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s): '
WAVE
VIEW Ver: 15.01.01.0402.19
0
40 01 5A 38 FF 58 8180 86 7F48 CO 99 2E 85 FB
This Item hem been alauxuze¢ �s�nad'arA aaa 4INTkas� lmarttn",
?8(FL. Lk.tt .02.I an tv Eas s6awr&a6arrm 3r. ga SFA.4
as.�i¢rftEa•.�v recta
F�btzd d�Aam cot amsi�d siVa =d vaalad
a 611s¢.n-Ibt.wdWonajd"trmrft
c07as.
C
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 1123 / 208 / - / 155 / 5.5
D 90 117 170 / - ! - / 1.5
C 119 /115 /58 /- /- /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.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -126
Maximum Sot 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
Ire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byY TPI anc7 SBCA) toF 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
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections B3, B7 or B10,
Ile._ Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
a division of
I N I 1, or Tor n
acceptance
any structure
failure to build the
g or cover page
in. The suitability
Truss LGalen abel: 43 "DS OL OW /DR Horton /4EGB Galen 2�432 "D" OL OW I �t 12.61bs I FROM: AH 627 / T18 / JACK I DRW / 10/13/17 I
C
12
6
co
O to
r T_
=2 4(A1) B M
N
A
D
31
1
�I
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too 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: II
Snow Duration: NA
HORZ(LL): -0.004 D
Des Ld: 37.00
EXP: C
HORZ L -0.004 D
)
Code ! Misc Criteria
NCBCLL: 10.00
Mean Height: 19.00 ft
TCDL: 4.2 psf
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.183
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.075
Spacing: 24.0 "
C&C Dist a: 3.00 ft
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: 15.01.01.0402.19
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
m
0
40 015A 3E FF58 8180 BB 71`48 GO 99 2E 85 FB
S�rx#tetMlsuiaecn eiz-sa�aad.xrx9 smzlad¢�y rAassz�i Marttnrx:.
M"n. Lkt0471521 Ehs da?¢silaW45�o�ae tr �ga5ri 2
AL'3itEfjC�Ai€E^fii-alda.
Pibtndcc&iaF9L- doewkmutarm a of cmd&wd ears$mind
=6 itxtSm.,wilbd.m mydcctmnk
ca;10 .
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 193 / 95 / 162 /- / 101 15.6
D 51 /8 142 /- /- 11.5
C 64 162 / 28 /- / - / 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.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -110
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, byv TPI anr7'SBCA) fo'r s,'atiPety 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
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910,
e. Aovly Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. k fer to
a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover pa e_ .
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this yawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2.
Job Number: 136DCS016 [Ply: 1 SEQN: 746626 / T19 / JACK
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 6 FROM: AH DRW:
Truss Label: BJ1 Wgt: 11.2 Ibs / ... 10/13/17
4"3
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: 18.50 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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chard 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and CBC.
12
6 � C
2X4(A1) B
10
1'
1,
1'
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(fL): NA
Snow Duration: NA
HORZ(LL): 0.001 D -
HORZ(TL): 0.001 D -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.171
TPI Std: 2007
Max BC CSI: 0.016
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.61.0402.19
No 047102
40 015A38 FF 58 81 Bti BB 7€48 CO 992E85 FS
n"a by Mx=) maruno4
nik. Lk.."llaz`.t on a SH&�l
x�.ditR�ia4�s�r_
ftt2ted coties:,ralWA dotmouma not axo1dmdd ne8snd sedl�d
snd tie S:s42 x9iaentkaiiaaswde nsst.^wedfEe3.raraeeydcctrars'k
C=ina.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 150 187 / 146 /- / 49 / 5.5
D 11 111 /19 1- 1- /1.5
C -14 /29 /27 /- /- /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.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV TPI ana'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
l�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
its drawin ,any failure to build the
on this drawing or cover page
to design shown. The suitability
Job Number. 136DCS016
IPly:
1
SEQN: 688922 / T31 / JACK
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen
2432 "D" OL OW
Qty: 4
FROM: GM
DRW:
Truss Label: BJ1L
I
Wgt:11.2lbs
/ ...
10/13/17
12
4
C
2X4(A1) B
LO
3l A
D
1'
1'
Loading 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 loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): NA
B 147 1112 / 145 / - / 29
14.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 10 10 / 7 / - / -
/ 1.5
BCDL: 10.00
Risk Category: Il
Snow Duration: NA HORZ(LL): 0.000 D - -
C -13 / 19 / 20 ! - / -
/ 1.5
Des Ld: 37.00
EXP: C
Mean Height: 15.00 It
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor. 1.5
B Min Brg Width Req = 1.5
D Min B Width Re -
q =
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.172
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSt: 0.016
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CS 1: 0.000
Loc. from endwali: Any
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_01.01A.0723.13
A- B 19 0 B- C
19 - 8
Lumber
Value Set: 13B (Effective 6/112013)
Maximum Bot Chord Forces Per
Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp.
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
B - D 0 0
approved 1/30/2013 byALSC
Wind
S1,1#11)lq4r,
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
04
:"01� STATE
.
(,.
4001SA38Ff5B81808137F4800932E95FB
ThUIterriand zaaled6P iAwzcl martteA
�(r6. t�.�7"..�taerl��a5s�haeaaau�n�aSFi� 8
"tali nateaAawadsfgaretiaxad1=6d
aid Nae��i" 3R.Ientsa4t'cate�9a msa:t to vcrif�d.� as�dcuiarsk
ca�lns.
**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,
Component Safety Information, by TPI anr7'SBCA) tsafety
installing and bracing. Refer to and follow the latest edition of
to these functions. Installers shall
BCSI (Building
temporary
bracing per BCSI.. Unless noted dtherwise,top chord shall
practices prior performing provide
have properly attached structural sheathing and bottom chord shall
have bracing installed BCSI
have a propperly
B3, B7 810,
attached rigid ceiling Locations shown for permanent lateral
as applicable. Apply plates to each face of truss and position
restraint of webs shall per sections or
as shown above and on the Joinf Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Ic.
Alpine, a division of ITW BuildSmg�Components Group i
truss in conformance with ANSIi1 PI 1, or for handling shipping,
shall not be responsible for any deviation from this drawing any failure to build the
installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawingg indicates acceptance of protessionat
for is the
engineering responsibility solely for the design shown.
the Building Designer ANSI/TPI 1 Sec.2.
The suitability
and use of this drawing any structure responsibility
For more information see this'ob's gweral notes pacfe and these weti sites:
of per
ALPINE: www.at inenw.00m; TPI: www. irtst.o ; SBCA: www.sbcindu .com; IM. www.iccsafe.orq
Job Number: 136DCS016 Ply: 1 SEQN: 746635 / T26 / HIP_ ' I
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 3 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 10/13/17
6'3" 9110"1
6'3" 3'7"
Ti /
Fal
�-- 1'5"
6'1"4 3'2"
6'1"4 974
6"1
911
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Sid: 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): 0.014 G 999 240
B 326 1199 / - /- /-
/ 7.8
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.032 G 999 180
E 410 / 176 / - / 0 / 0
/ 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.004 F - -
D 168 1163 / - /- /-
/ 1.5
Des Ld: 37.00
EXP: CHORZ(TL):
0.009 F - -
Wind reactions based on MWFRS;
NCBCLL: 0.00
Mean Height: 19.99 ft
TCDL: 4.2 psf
Code I Misc Criteria Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 5.0 sf
p
Bldg Code: FBC 2014 RES Max TC CSI: 0.316
E Min Br Width Re
g q = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h!2
TPI Std: 2007 Max BC CSI: 0.308
D Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: No Max Web CSI: 0.247
Loc. from endwall: NA
FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18
Plate Type(s): "'
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp, Chords
Tens. Camp.
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.19
Lumber
A- B 9 -8 C- D
72 -74
Value Set: 13B (Effective 6/1/2013)
B - C 382 -638
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "1313"
uses design values
B - G 578 - 337 F - E
0 0
approved 1/30/2013 by
ALSC
G - F 570 -339
t)
Loading
MAP 41
Maximum Web Forces Per Ply (Ibs)
Hipjack supports 6-1.1 8
setback jacks with no webs.
qiN�'� - v*09
Webs Tens.Comp. Webs
Tens. Comp.
Wind
AN
e� v+�
G- C 181 0 C- F
406 -684
Wind loads and reactions based on MWFRS.
No 2
OF
STATE .fir.
40 01 5A38 FF 55 81 BO 68 7F48 00 99.2E 95 FB
This It¢r:t8sza b¢sssckzta i54}: nd udwaiad 6y kA zl mart6sca,
� E (a. a ssw. 1
asstisarta=zmwdc
x'w€atadc #axexirfds dfl¢srztrt wat craxx7$i+xatd siE�dseaf¢d
and tic ;R- sv�v¢ntstaA s�ccsda mast Yeswerifed rmxwelotrenh
ca�3ns.
"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
i Safety Information, byy TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
'le. Apply ptales to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. (Zefer to
60A-Z for standard plate positions.
a division of
any
tis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
PPl1 Sec.2.
:A www.sbcindustry.com; [CC: wwmiccsafe.
IT4EGB Galen russ Label: 432CJ3D" OL OW /DR Horton /4EGB Galen z432 "D" OL OW I �t 15.4 Ibs I FROM: GM106 / T33 /HIP_ I DRW; 10/13/17 I
12
2.6, C
T
N
2X4(AB �l) M ti
3X A
E D
�— 1'5"
4'2" 3
4713
IJ
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pfin PSF) Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in [or Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): NA
E 83 146 / - / - / -
14.9
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 29 /- / 5 /- / -
/ 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.001 D - -
C 62 / 47 / - / - /-
/ 1.5
Des
EXP: C
HORZ L 0.002 D - -
�)
Wind reactions based on MWFRS
CLLd: 0.00
NCBCLL: 0.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor. 1.5
E Min B Width Re 1.5
r9 q =
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.087
D Min Brg Width Req = -
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h12
TPI Sid: 2007 Max BC CSI: 0.056
Bearing E is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: No Max Web CSI: 0.000
Loc. from endwall: NA
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: 17.01.01A.0723.13
A-B 6 -4 B-C
14 -11
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp.
Bot chord 2x4 SP #1
Lumber value set "136"
uses design values
B - D 0 0
approved 1/30/2013 by ALSC
Loading
Hipjack supports 2-11-8
setback jacks with no webs.
Wind
""
Wind loads and reactions
based on MWFRS.
$
Left bottom chord exposed to wind.
mow
e
Aft
ATE OF
" ST
+. a
4001 SASSFF56B180BB7€4900992EE5F8
rAitZrAualadbyrAazamlmartbwza
e�{a.. rtc.ecscez(aso�J�sn,�,�a,rta8�sssan
asmcnr�,wd�.
nk"d tapbMaWksdxr.Wr =notcunmavmdAipadmiscmlmd
anE the ; aeahw,tastcas,ecria r:sm.t CaererNaa.sm-gdretmnt..
fiat
"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
Inform Component Safety ation, by TPI ana'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 pro erly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 910,
as applicab"le. Apply plates to each face of truss and pdsition as shown above and on the Join f Details, unless noted otherwise_ kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildingpComponents Group Inl .shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITfPI 1, or far handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page
respo
listing this drawingg indicates accepptance of professronat engineering risibility solely for the design shown. The suitability
and use of this drawing for any stNcture is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
�.........e :.,s......�w.... �m x,�" �,.na..e"e."i n.,m� ��„o "nn rnou, wwl,leH"s- DI PInIF• wunv alnineihv min TPI, w hinstorh' SBCA' www.sbdndustrv.com* ICC: www.io safe.ora
Job Number: 136DCS016 Ply: 2 SEQN: 6816161 T36/ FLAT
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM. DJH DRW:
Truss Label: FG1 Wgt: 67.2 Ibs / ... 10/13/17
i 5" i 3' 5'6"12 811 "8 10'8"8 1'1 118
15" 2'7" a� 2'6"l2 '1 2'6"12 '1 2r7n 5"
A 3X10 =�X4 11125C4 =�C4 =3X1W
J
Loading Criteria (psi)
TCLL: 40.00
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 "
K
27" 2'11 "12 2'11 "12 217"
27" 5'6"12 8161'8 11'1 "8
Wind Criteria
Wind Sid: NA
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
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W2, W8 2x4 SP #1:
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Nabinote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 2.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
—(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00)
TC- From 50 pif at 0.00 to 50 pif at 11.13
BC- From 5 plf at 0.00 to 5 plf at 11.13
TC- 878 lb Conc. Load at 2.10, 4.10, 6.10, 8.10
10.10
TC- 380 lb Conc. Load at 6.48
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
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 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.147 C 906 240
VERT(TL): 0.230 C 580 180
HORZ(LL): 0.029 A - -
HORZ(TL): 0.045 A
Creep Factor., 1.5
Max TC CSI: 0.889
Max BC CSI: 0.822
Max Web CSI: 0.603
Mfg Specified Camber:
VIEW Ver: 16.01.01B.0614.19
SteL
40 01 SA 3E FF 5B 81,80 BB 7F49 00 99 9E 85 F8
Wt Itom %=be alscis zoned ardaealad by rl &'L.1 March M
PE (a. Lte.C47IB21 t:s b& daffi Aawn abow wk.ga%Wl
asihenttcasrctla.
Yihatcd cppia aarska d=rma2ao ntcwd1&wdstovai ands aced
=d Z si 2 =thenft6mca* s^ wk ba wd L-d ra datfa _
CmARL
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
J 2446 /- /- /- /- /7.5
K 2936 /- /- /- /- 16.0
J Min Brg Width Req = 1.5
K Min Brg Width Req = 1.7
Bearings J & K are a rigid surface.
Bearing J requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 0- 2801 C- D 0- 4056
B- C 0- 4056 D- E 0- 2986
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J-1 23 0 H-G 3310 0
I-H 3104 0 G-F 31 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-J
0 -1194
H-D
805 0
A -1
2976 0
D- G
0 -1203
1-B
0-1125
G-E
3166 0
B-H
1028 0
E-F
0 -1435
H-C
0 -687
"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, bV TPI and SBCA) toy 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
jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
t e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to
60A-Z for standard plate positions.
a division of
any structure is
ral notes page and th
failure to build the
g or cover pa e
Fri. The suitability
see this
Job Number: 136DCS016 Ply: 1 SEQN: 6816341 T24 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: GM FD R W:
Truss Label: FT1 I Wgt: 86.8 Ibs / ... 10/13/17
1'2"4
(TYP)
A B C D E F G H I J K L M
a eg =2X4(R
2X4(R)
8 A
Z N
1112MC-) Y X W V U T S Q P O
1611"8
15'11"8
Loading Criteria (psQ
Wind Criteria
Snow Criteria (Pg,Pt in PSF) Deft/CSI Criteria
♦ Maximum Reactions (Ibs), or.=PLF
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in too III U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00
Speed: NA mph
PE NA Ce: NA VERT(LL): 0.000 M 999 360
N• 108 / - / -
/ _ / _
/ 191
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.000 M 999 240
Z Min Brg Width Req
= -
BCDL: 5.00
Category: NA
Snow Duration: NA HORZ(LL): 0.000 M - -
Bearing Z is a rigid surface.
Des Ld: 55.00
EXP: NAHORZ(fL):
0.001 M - -
10.00
Mean Height:
TCDL: eiei psfght: NA ft
Code / Misc Criteria Creep Factor. 1.5
Maximum Top Chord Forces Per Ply (Ibs)
Soffit: 0.00
BCDL: NA psf
Bldg Code: FBC 2014 RES Max TC CSI: 0-072
Chords Tens.Comp.
Chords
Tens- Comp.
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.018
A - B 0 0
G - H
0
0
Spacing: 24.0 "
C&C Dist a: NA it
Rep Factors Used: Yes Max Web CSI: 0.031
B _ C 0 0
H -1
0
0
Loc. from endwall: NA
FT/RT:20(0)/10(0) Mfg Specified Camber:
C - D 0 0
1-1
0
0
I: NA GCpi: NA
Plate Type(s):
D- E 0 0
J- K
0
0
Wind Duration: NA
WAVE VIEW Ver: 16-01.01B.0614.19
E- F 0 0
F- G 0 0
K- L
L- M
0
0
0
0
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bop chord 4x2 SP #1
Chords Tens.Comp.
Chords
Tens. Comp.
Webs 4x2SP#3
Z-Y 0 0
T-S
0
0
Lumber value set "13B" uses design values
Y- X 0 0
S- R
0
0
approved 1/30/2013 by ALSC
X- W 0 0
R- Q
0
0
W- V 0 0
Q- P
0
0
Bracing
, y
V- U 0 0
P- O
0
0
Sheathing is required for any longdudinal(drag)��
forces. All to be designed by the building
r l-
U- T 0 0
O- N
0
0
connections
;'
designer.
��-'e,'.
+�
Maximum Web Forces
Per Ply (Ibs)
Fasten rated sheathing to one face of this frame.
Webs Tens.Comp. Webs
p
Tens. Coin p.
Plating Notes
.. �*
AA -AB 0 -4
N - M
0
-8
All plates are 2X4 except as noted.
a,
A - Z 0 -48
M - N
0
-49
(") 1 plate(s) require special positioning. Refer to
'
scaled plate plot details for special positioning
OF 44
Maximum Gable Forces Per Ply (Ibs)
requirements.,
Gables Tens.Comp.
Gables
Tens. Comp.
Additional Notes,',
B- Y 0 -133
C - X 0 -134
H- S
I - R
0
0
-133
-133
Webs are square cut except dbl diagonals or as`.���ffi�
otherwise shown.
th
E- V 0 -133
K- P
0
-134
Truss must be installed as shown with top chord up.
i I # a I I i
F - U 0 -133
L - O
0
-133
MM *
G - T 0 -133
40 015A98 FF 55 EM B0 BB iF 48 00 99 2E 95 FB
ThU ftmhws bten xid =alad by Ma&A KftrtW",
E(FL, Lk. NTI821 an the daffishownrabmsm $.a SN L
a -hand Atfamaczmia.
and 11,4.i'MT an1A �anffii-aA coda must ffi smdfL-d rat amydectm
r"Aat.
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT" FURNISH THIS DRAWINd TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme pre in fabricating handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10,
as applica e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to
drawings 1(I for standard plate positions.
Alpine, a division of ITW Buildingq Components Group In shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page- _
listing this drawing indicates acceptance of profes$lonal 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.
Job Number: 136DCS016
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW
Truss Label: FT2
A
iI8=2X4(R)l
=2X4(R)
3'8
=4X4
7'3"8
7'3"8
Ply: 1 SEQN: 6224611 T52/ SY42
Qty: 5 FROM: DJH DRW:
Wgt:98.0lbs .. / ... 10/13/17
9-3"8 15111"8
2' 6'8"
f 1'10"12
8"8
1� �_] { -- 2'6" — + 17
=4X6 =4X4 1113X4(R) 1113X4(R) =4X4 =4X6
B C D E F G H I J K
=4X6 =3X6 1113X4(K) 1113X4(K) =3X4 =4X6 =4X6
15'11"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PsF)
Defl1CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00
Speed: NA mph
Pt NA Ce: NA
VERT(LL): 0.176 F 999 360
S 864 / - ! -
/ - / -
/ 7.5
BOLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.280 F 663 240
L 878 I - / -
1- / -
/ -
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): 0.031 B - -
S Min Brg Width Req = 1.5
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.051 B - -
L Min Brg Width Req
= -
NCBCLL: 10.00
Mean Height: NA It
Code / Misc Criteria
Cree Factor. 1.5
P
Bearing S is a rigid surface.
Soffit: 0.00
TCDL: NA psf
BCDL: NA psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.576
Bearing S requires a seat late.
g re wq P
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2007
Max BC CSI: 0.679
Spacing: 24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes
Max Web CSI: 0.404
Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
I: NA GCpi: NA
Plate Type(s):
A - B 1 0
F - G
0 - 2675
Wind Duration: NA
WAVE
VIEW Vec16.01.01B.0614.20
B-C 0-1441
G-H
0 -2664
Lumber
C- D 0 -2393
H- 1
0 -2356
D - E 0 -2
I - J
0 -144
Value Set: 13B (Effective 6/1/2013)
E-F 0 -2670 70
J -K
3 0 0
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 42 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
S - R B34 0
O - N
2527 0
Plating Notes
Q- P 2625 0
M -ML
831 0
All plates are 2X4 except as noted
1%t
e J
P - O 2675 0
Hangers / Ties
Maximum Web Forces
Per Ply (Ibs)
O 9 PP q Y
J Hanger Support Required, b others11
0
.2
Webs Tens.Comp.
P.
Webs Tens. Comp.
Additional Notes
ift
T - U 0 -3
P - F
71 -299
+ 2x6 continuous strongback. See detail
A - S 0 -41
G - O
0 -355
STRBRIBR1014 for bracing and bridging
S - B 0 -1161
O - H
552 -47
recommendations.
:
*
B- R 844 0
R C 0
H- N
N I
0 -391
464 0
Webs are square cut except dbl diagonals or as
+
- -807
C- Q 506 0
-
I- M
0
otherwise shown.
-808
Truss must be installed as shown with top chord up.�
� �- �;+���+���. �
D- Q 0 - 98
Q-E 0 -393
M- J
J-L
849 0
0 -1160
Asa. i
E- P 420 -162
L- K
0 - 60
40 0155A38 IFF 58 8180 BB 7F48 00 99 2E 85 FB
s9aizltetst'A�.att cxasiezlc redarAz Imartmm
3'E Cel.. tir. �3aZ93.i ar tea dais shawm ah u�ng a5NA=1
r!ntica3ts�ez�itt,
'�md c�ttx..a�ztas d.,...,,,..,�.,� e�ot ccmatEr�sd did �aimd
�iL ff9C tr'e3A„$-3irLhcfliiCl '44kSC�de mixSE EII VG1#}� �1 atYg €�ectPiifs3�
-IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
recq]wire exVeme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen( Safety Information, byy TPI and'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporarryy
er BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 810,
icable. Apply plate. to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to
I.160
s 160A-Z for standard plate positions.
a division of ITW Buildingq Components 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 Vusses.A seal on this drawing or cover page,
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the uilding Designer per ANSI1TP11 Sec.2.
information see this does general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tl inst.org: SBCP: www.sbcindustry.com; I= www.tcesafe,
Job Number: 136DCS016 I
Ply: 1
SEQN: 681983 / T44 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW
Qty: 5
FROM: DJH
DRW:
Truss Label: FT3
Wgt: 105.0 Ibs
.. /
... 10/13/17
7'3"8 9'3"8 9' "12
16'3"
7'3"8 2' '4
6'9"4
f" 1'3"
f'""��
3{
113"12 11'312 { 1'3"4 11'3"12;
f-1,3" -{
1112X4 1112X4
1112X4
=4X4 1112X4 1113X4(R) W=3X4
=4X4
1112X4
A B
C D E F G H I
J
K L
T 2X4(R) W.M
2X4(R)
—2X4(R)X
V U
T S R Q P
O
N
=4X
==3X6 1113X4(R) 1114X4 =3X6
W=H0308
16'3"
Loading Criteria (pst)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LI#
LOG R / U / Rw
/ Rh / RL / W
TCDL: 10.00
Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.186 F 999 360
V 880 / - 1-
l - 1- 17.5
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.308 F 612 240
N 881 ! - / -
/ - 1- 13.5
BCDL: 5.00
Category: NA
Snow Duration: NA HORZ(LL): 0.033 B - -
V Min Brg Width Req
= 1.5
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.056 B - -
N Min Big Width Req
= 1.3
NCBCLL: 10.00
Mean Height: NA It
Code / Misc Criteria Creep Factor. 1.5
Bearings V & N are a rigid surface.
Soffit: 0.00
TCDL: NA psf
BCDL: NA psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.583
Bearing V requires a seat late.
g q P
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.742
Spacing: 24.0 "
C&C Dist a: NA It
Rep Factors Used: Yes Max Web CSI: 0.414
Maximum Top Chord Forces Per Ply (Ibs)
LOG, from endwall: NA
FT/RT:12(0)110(0) Mfg Specified Camber:
Chords Tens.Comp.
Chords Tens. Comp_
I: NA GCpi: NA
Plate Type(s):
A - B 1 0
G - H 0 -2452
Wind Duration: NA
WAVE, HS VIEW Ver: 16.01.01B.0614.19
B - C 0 -1474
C- D 0 -2461
H -1 0 -2452
1-1 0 -2452
Lumber
D-E 0-2461
J-K 0 -1475
Value Set: 13B (Effective 6/1/2013)
E- F 0 -2771
K- L 1 0
Top chord 4x2 SP #1
F - G 0 -2777
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Chord Forces Per Ply (Ibs)
Lumber value set "l3B" uses design values
9
Chords Tens.Comp.
Chords Tens. Comp_
approved 1/30/2013 by ALSC
1)
V- U 851 0
R- Q 2777 0
Plating Notes
���� Al
MA
U - T 2071 D
Q - P 2775 0
All plates are 4X6 except as noted.
'"
�• e
T - S 2711 0
S- R 2711 0
P - O 2070 0
O- N 851 0
Additional Notes
,
+ 2x6 continuous strongback. See detail
No*
Maximum Web Forces Per Ply (Ibs)
STRBRIBR1014 for bracing and bridging
Webs Tens.Comp.
Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as
ft .
W - X 0 - 3
Q - G 143 -71
otherwise shown.
A- V 0 -41
G- P 0 -649
Truss must be installed as shown with to chord u
P P
V - B 0 -1184
B-U 868 0
1- P 92 -139
P-J 519 0
0. Aocl
U-C 0
J-O 0 -827
-830
C- T 530 0
O- K 869 0
v+
U IS�m37+t '
D-T 0 -98
K-N 0 -1184
T-E 0 -423
L-N 0 -40
E- R 463 -160
N- M 0 -7
SEPAL
R-F 55 -324
40 01 SA38 FF 56 8180 BB 7F48 00 992E 95 FB
ThU llvmf�issan=1 watad by Mgmuzi Martinex.
mm. ue.bc71821 on the daft Shawn abaw trAs a SNA4
aasihantka,sndc.
ajbted crp aalthis docu=A2 not cm%t&aad s3dnd2M=hd
and tho V.A-1 asahestka2 nsade meet tw*rAfcd cn wy dcamnk -
s-
—WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING!,
—IMPORTANT"* FURNISH THIS DRAWINGITO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
bV TPI to these functions. Installers temporary
Component Safety Information, an[7'SBCA) r safety practices prior performing shall provide
bracing per BCSI. Unless noted dtherwise,top chord shallihave properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
t
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise.
fer to
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildin�lLLComponents Group Inc.l shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI! 1 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ ,
for the design The
listing this drawing indicates acceptance of professional engineering responsibility solely shown.
suitability
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 this job's general notes pageind these web sites: ALPINE: www.al ineitw.cam TPI: www.tpinsto • SfiCA www.sbdndu .min' ICC: www.icaate.o
Job Number: 136DCS016 SEQN:
Ply: 1
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW 'I QtyWgt 142.8 Ibs I FROM: DJH 75 i T53 / SY42 I DRW / ... 10/13/17 I
Truss Label: FT4
778 913"8
7'3"8 2'
20'8"
11'4"8
�3"1�
�3"1� �+
I
�3012 7"4
2-1"8 �
[_L3
1112X4
1112X6
W=3X4
2X4(R) =5X6
1112X4 1116X8(R)
1113X6(R) =4X4
=3X4 1112X4 =5X6 III2X4
B
C D E F G
H I J K
L M N O P
3a ADA
2X4(R)
AE
3'8
3B
AB
AA Z Y
X W V U T
S R Q
AC
=5X8 1114X10(R)
1112X6 W=H0308(I)
=5X6
=5X6 =3X4
20'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (ibs)
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00
Speed: NA mph
PY NA Ce: NA
VERT(LL): 0.442 H 546 360
AC 1123 / - / -
/ - / -
17.5
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.691 H 350 240
Q 1137 / -
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): 0.058 Q - -
AC Min Brg Width Req = 1.5
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.090 Q - -
Q Min Big Width Req
= -
Noffit: 1 00
Mean Height: NA ft
Code / Misc Criteria
CreepFactor. 1.5
Bearing AC is a rigid surface.
Soffit: 0.00
.
TCDL: NA psf
BCDL: NA psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.684
Bearing AC requires a seat late.
g q P
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2007
Max BC CSI: 0.939
Spacing: 24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes
Max Web CSI: 0.698
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
I: NA GCpi: NA
Plate Type(s):
A - B 1 0
1-1
0 -4726
Wind Duration: NA
WAVE, HS
VIEW Ver: 16.01.01B.0614.20
B - C 0 -1977
J - K
0 0
Lumber
C- D 0 -3464
J- L
0 -4320
D - F 0 -3464
L - M
0 -3471
Value Set: 13B (Effective 6/1/2013)
E-F 0 0
M-N
0 -3471
Top chord 4x2 SP #1
F - G 0 -4879
N - O
0 -1974
Bot chord 4x2 SP #1
G - H 0 - 4885
O - P
3 0
Webs 4x2 SP #3
H - 1 0 -4734
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSO
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes
MAO
All plates are 4X6 except as noted.
!
AC -AB 1102 0
W - V
0 0
(1) - plates so marked were sized using 0%
, ,
AB- Z 2818 0
W - U
4621 0
Fabrication Tolerance, 0 degrees Rotational*
'
AA- Z 0 0
U- T
4621 0
Tolerance, and/or zero Positioning Tolerance.;.
'
'
Z - Y 4247 0
Y-X 4885 0
T - S
4001 0
Hangers /Ties
X- W 4883 0
S-R
R- Q
2821 0
1099 0
(J) Hanger Support Required, by others
-
Maximum Web Forces
Per Ply (Ibs)
Deflection
STATE OF
Webs Tens.Comp.
Webs
Tens. Camp.
Max JT VERT DEFL: LL' 0.44" DL: 0.30". See detail
x"
DEFLCAM81014 for camber recommendations.
a
,��, %a„��� ;�, �
AD-AE 0 -3
W-J
392 -56
Additional Notes'*+
A -AC 0 -42
AC- B 0
J-T
0 -418
r*o�
-1534
T- L
443 0
edetail
rSTRBRIBR1014
A121
C
bracingfor and bridging ng
AB0 -1169
M S
0 -84
recommendations.ja
SERIAL
C- Z 879 0
S- N
884 0
Webs are square cut except dbl diagonals or as
q9
40 01 .3 FF 56 8O t387F48 00 99 2E1f5 Fi3
D - Z 0 87
N - R
0 -1178
otherwise shown.
a$<iXlter:n'3s 8seetMetecs .sOpudarOMd4UWAMAManinIM
Z - F 0 -1057
F - Y 1466 0
R - O
O - Q
1217 0
0 -1532
Truss must be installed as shown with top chord up.
P €n.. Lk.04rraz(os Om daft zImv aabs wringaSlm•i
Y- G 0- 914
Q- P
0 -15
aa.erCcamxsa.
X-H 189 -182
P-Q
0 -44
�imredcttk�darzsaamatmcmdemndsr€aan ca�i+
H-W 91 -543
2M ttse.;�. eadsa?im wdeMti w U ndfw raewydeduink_
C=jas.
**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 and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. hefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents 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 professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'oUs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA' www.sbdndu .coin; ICC: www.tccsafe.a
Job Number: 136DCS016
Ply: 1
SEQN: 681979 / T34 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432
"D" OL OW
Qty: 6
FROM: DJH
DRW.
Truss Label: FT5
I
Wgt: 144.2 Ibs
/
... 10/13/17
778
978
20'11"8
r
7'3"8
�2'
}
1118"
f'_3"1—
I {
12
2'5"
P"i�d
1112X4
1112X6
=4X4
—=2X4(R)
2X4(R) =5X6
1112X4 1116X8(R)
=4X4 W=3X4
=3X4 1112X4
=5X6 1112X4
B
C
D E F G
H I J K
L M N
O P(1
T e AEA
v =2X4(R)
AF
sus
AC AB
AA Z
Y X W V
U T S
R
AD
=5X6
-5X8 1114X10(R)
1112X6 W=H0308(1) =6X6
=5X6
=3X4
Loading Criteria (pst) 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 Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 4X6 except as noted.
(1) - plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance, and/or zero Positioning Tolerance.
Deflection
Max JT VERT DEFL: LL: 0.47" DL: 0.31 ". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
20'11 "8
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.469 H 523 360 AD 1139 / - ! - 1- / - / 7.5
Lu: NA Cs: NA VERT(TL): 0.733 H 335 240 R 1140 / - / - / - / - 14.0
Snow Duration: NA HORZ(LL): 0.060 R - - AD Min Brg Width Req = 1.5
HORZ(TL): 0.093 R - - R Min Brg Width Req = 1.3
Code / Misc Criteria Creep Factor. 1.5 Bearings AD & R are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.765 Bearing AD requires a seat plate.
TPI Std: 2007 Max BC CSI: 0.970
Rep Factors Used: Yes Max Web CSI: 0.732 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A- B 1 0 1-1 0 -4849
WAVE, HS VIEW Ver: 16.01.0113.0614.19 B- C 0 -2011 J- K 0 0
C- D 0- 3531 J- L 0- 4424
D- F 0 -3531 L- M 0 -3540
E-F 0 0 M-N 0 -3540
F-G 0 -5011 N-O 0 -2008
G-H 0-5016 O-P 1 0
H - I 0 -4855
Maximum Bot Chord Forces Per Ply (Ibs)
tti�P Chords Tens.Comp. Chords Tens. Comp.
MAq
+�so ' AD -AC 1119 0 X- W 0 0
"#e AC -AA 2867 0 X - V 4748 0
4# AB -AA 0 0 V- U 4748 0
ko
' AA- Z 4345 0 U- T 4085 0
7 Z-Y 5016 0 T-S 2872 0
Y-X 5017 0 S-R 1117 0
" Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
STATE OF,
n .
aiA AE-AF 0 -3 X-J 372 -51
41
A -AD 0 -42 J-U 0 -450
AD-B 0 -1557 U-L 472 0
B -AC 1241 0 L- T 0 - 740
AC- C 0 -1191 M- T 0 - 87
. lt C -AA 902 0 T- N 908 0
D -AA 0 - 87 N- S 0 -1201
f
40 01 SA38 FF 5B EM B0 813 W 48 00 9 2E 95 F€6
AA- F
0 -1100
S - O
1239 0
Mu Itemt;a b m mma ars9 uafadbV rAaaa+A HtarttnOX
F - Z
1536 0
O - R
0 -1555
tri..Olt &tedown at u1sngasnt..i
atmhenticaamdc
Z-G
0 -956
P-R
0 40
+
Y-H
145 -190
R-Q
0 -7
tad4cp1sabyad cFarsastZNmatcrre"Mil%koamdMiae
H-X
103 -534
aev� ti.e:'kr?cd3as�cnGgaimtcr,�¢ meet Qa+osdt'cdrn aaydenror�
raytnt.
—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
Componen[ Safety Information, by TPI and SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ritlid 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. f2efer to
drawings 160A-Z for standard plate positions_
Alppine, a division of ITW Buildingq�Components Group Inc. (hall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI tPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing, indicates acceptance of profess.9 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/TP11 Sec.2.
Job Number: 136DCS016 Ply: 1 SEQN: 681981 / T43 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Ply: 1 FROM: DJH DRW:
Truss Label: FT6 �Wgt:114.81bs Page 1 of 2 .. / ... 10/13/17
F04 1'4 "]
(TYP)
=2X4(R)
., A B C D E F G
T ae
`v
1 8-
Loading 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
EXP: NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
W=3X4
H I J K L M N O P
W=3X4
20'11"8
2X4(R)
Q R
20'11 "8 ol
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell Ll#
Loc R / U / Rw
/ Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): 0.000 R 999 360
T. 109 /_ 1-
/ - ! -
1251
Lu: NA Cs: NA
VERT(TL): 0.000 R 999 240
AK Min Brg Width Req = -
Snow Duration: NA
HORZ(LL): 0.000 R - -
Bearing AK is a rigid surface.
HORZ(TL): 0.001 R - -
Code / Misc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.074
Chords Tens.Comp.
Chords
Tens. Comp.
TPI Std: 2007
Max BC CSI: 0.018
A- B 0 0
J- K
0
0
Rep Factors Used: Yes
Max Web CSI: 0.031
B - C 0 0
K - L
0
0
FT/RT:20(0)/10(0)
Mfg Specified Camber:
C- D 0 0
L- M
0
0
Plate Type(s):
D- E 0 0
M- N
0
0
WAVE
VIEW Ver: 16.01.01 B.0614.19
E-F 0 0
N-O
0
0
F-G 0 0
O-P
0
0
G-H 0 0
P-Q
0
0
H-I 0 0
Q-R
0
0
1-J 0 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp-
tsaliti 't
AK-AJ
0 0
AB -AA
0
0
0
AJ-AI
AI-AH
0 0
0 0
AA-Z
Z-Y
0
0
0
0
-tx��,#
AH-AG
0 0
Y-X
0
0
w
AG-AF
AF-AE
0 0
0 0
X- W
W- V
0
0
0
0
No 0471
AE-AD
0 0
V- U
0
0
10 a
w
AD -AC
0 0
U- T
0
0
AC -AB
0 0
#
"
Maximum Web Forces
Webs Tens.Comp_
Per Ply (Ibs)
Webs Tens. Comp.
0s ae
�e� 4
. _
AL -AM
A -AK
0 -4
0 -39
R-T
T-S
0
0
-38
-8
Maximum Gable Forces Per Ply (Ibs)
SERAL Gables Tens.Comp.
Gables Tens. Comp.
4001SA38Ff5081BOBB7F48CD932 85FB B-AJ 0 -123
K-AA 0 -133
Thh Item &r"basrnz d=ind by manaamarunu, C -AI 0 -136
L - Z 0 -133
PEHL.us.aYtrtsz(nnthe a't o�how«ab¢mralegasmvi D-AH 0 -133
M-Y D -133
xdssncita'acawrmdG E -AG 0 -133
N- X 0 -133
mateac43ead&Ad«r rAwenotcsnuded*nvaamri=kd F-AF 0 -133
O-W 0 -133
xszC zMc a a en kaEt scale m t to � ficd as arrfdutra k G -AE 0 -133
P - V 0 -136
cDrjnL H-AD 0 -133
Q-U 0 -123
**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
to these
Component Safety Information, byy TPI and'SBCA) for safety practices prior performing functions. Installers shall provide temporary
bracing per BCSI. Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lateral bracing installed
attachetl rigid ceiling Locations shown for permanent restraint of webs shall have per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in ANSI PI 1, for handling installation bracing trusses.A this drawing
conformance with or shipping, and of seal on or cover page. _
listing this drawing, indicates acceptance of professtona engineering responsibility solely for the design shown. The suit -ability
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.alpineihv.com; TPI; www.tpinst.otg; SBCA: www.sbdndustry.com: [CC: www.iccsafe.orq
Job Number: 136DCS016 Plyg:
1 SEQN: 681588 / T23 / SY42 I
4EGB Galen 2432 "D" OL OW 1DR Horton /4EGB Galen 2432 "D" OL OW y: 1 FROM: JAH DRW.
Truss Label: FT7 t 114.8 Ibs Page 1 of 2 / ... 10/13/17
[_iT f" 1'4" -1
(TYP)
2X4(R)
_, A B C D E F G
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 Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL' NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 113012013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
W=3X4
H I J K L M N O P
W=3X4
21'3"8
21'3"8
2X4(R)
Q R
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Loc R / U / Rw
/ Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.000 R 999 360
T* 109 / - / -
/ - / -
/ 255
Lu: NA Cs: NA
VERT(TL): 0.000 R 999 240
AK Min Brg Width Req
= -
Snow Duration: NA
HORZ(LL): -0.000 R - -
Bearing AK is a rigid surface.
HORZ(TL): -0.000 R - -
Code / Misc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per
Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.072
Chords Tens.Comp.
Chords
Tens. Comp.
TPI Std: 2007
Max BC CSI: 0.018
A- B 0 0
J- K
0
0
Rep Factors Used: Yes
Max Web CSI: 0.031
B - C 0 0
K - L
0
0
FT/RT:20(0)/10(0)
Mfg Specified Camber:
C- D 0 0
L- M
0
0
Plate Type(s):. ,
D- E 0 0
M- N
0
0
WAVE
VIEW Ver: 16.01.01 B.0614.19
E- F 0 0
N- O
0
0
F-G 0 0
O-P
0
0
G-H 0 0
P-Q
0.
0
H-1 0 0
Q-R
0
0
1-J 0 0
X
40015A38 FF5B81B0BB7F4900992E85FB
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Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AK-AJ
0
0
AB -AA
0
0
AJ-AI
0
0
AA- Z
0
0
AI-AH
0
0
Z-Y
0
0
AH-AG
0
0
Y- X
0
0
AG-AF
0
0
X- W
0
0
AF-AE
0
0
W- V
0
0
AE-AD
0
0
V- U
0
0
AD -AC
0
0
U- T
0
0
AC -AB
0
0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
AL -AM 0 -5 R - T 0 -48
A -AK 0 -48 S-AN 0 -5
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
B -AJ
0 -133
K -AA
0
-133
C-AI
0 -134
L-Z
0
-133
D-AH
0 -133
M-Y
0
-133
E -AG
0 -133
N- X
0
-133
F-AF
0 -133
O-W
0
-133
G-AE
0 -133
P-V
0
-134
H -AD
0 -133
Q- U
0
-133
"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, handlI shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) far safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise ,top chord shall have properly 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 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildincc��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 drawingg indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Bu!Iding Designer per ANSIITPI 1 Sec.2.
For more information see this iob's general notes page and these web sties: ALPINE: www.alpineKw.com; TPI; www.tpinst.org; SBCA: www.sbcindu .com; ICC: www.iocsafe.o
Job Number: 136DCS016
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432
Truss Label: FT7
I
"D" OL OW
I
Ply: 1
Qty: 1
�Wgt:114.81bs
SEQN: 681588 / T23 / SY4TDRW.
FROM: JAH
Page 2 of 2
/ _.. 10/13/17
J -AC 0 -133
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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 fabricatingq handlingshipping,
Component Safety Information, byy TPI and'SBCA) safety
bracing per BCSI. Unless noted dlherwise,top chord shall stave
installing and bracing. Refer to and follow the latest edition of BCSI (Building
practices prior to performing these functions. Installers shall provide temporaryry
properly attached structural sheathing and bottom chord shall have a proppefly
attaches rigid ceiling Locations shown for permanent lateal
restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
kefer
as applicable. Apply plates to each face of truss and posi
drawings 160A-Z for standard plate positions.
Ion as shown above and on the JoinfDetails, unless noted otherwise. to
Alpine, a division of ITW Buildin�LrComponents Group Inc.
truss in conformance with ANSI PI 1, or for handlM shipping,
listing this drawingg indicates acceptance of pro esslona
shall not be responsible for any deviation from this drawing,any failure to build the
installation and bracing of trusses.A seal on this drawing or cover page _ .
engineering responsibility solely for the design shown. The sukabihty
and use of this drawing for any structure is the responsibility
of the building Designer per ANSI/TPI 1 Sec.2.
Far more information see this'ob's general notes page and these web sites:
ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: www.sbdndus .com; ICC: www.iccsafe.c
Job Number: 136DCS016 Ply: 1 1 SEQN: 681586 / T42 / SY42 I
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 3 FROM: JAH DRW.
Truss Label: FT8 Wgt: 154.0 Ibs .. / ... 10/13/17
9'7"8
11'7"8
21'3"8
J
I`
V7"8
2' '{
9 8"
I
I-3"1�I Z8"4
1112X4
=7X8
=4X4
=2X4(R)
=-2X4(R)
=4X6 1112X4 ==-5X10
1112X6
W=3X4 1112X4 =4X6
1112X4
A B
C D E F G
H I J
K L M N
O P
T 3a AE
Q
—2X qF)
+
4(R)
1 330
G
�a
AC AB AA Z Y X
W
V U T S
R
AD
=4X10 W=110308 1116X6
1114X6(R)
=4X10
=-5X6(`*)
=4X6
Loading 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: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/3012013 by ALSC
Plating Notes
All plates are 5X6 except as noted.
("") 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Deflection
Max JT VERT DEFL: LL: 0.40" DL: 0.28". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
21'3"8
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
Pf: NA Ce: NA
VERT(LL): 0.405 X 616 360
AD 1157 1- I - l - I -
17.5
Lu: NA Cs: NA
VERT(TL): 0.633 X 394 240
R 1157 / - / - / - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.062 R - -
AD Min Brg Width Req = 1.5
HORZ(TL): 0.096 R - -
R Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
Bearings AD & R are a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.526
Bearings AD & R require a seat plate.
TPI Sid: 2007
Max BC CSI: 0.790
Rep Factors Used: Yes
Max Web CSI: 0.603
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): ,
A- B 1 0 1-1
0 0
WAVE, HS
VIEW Ver: 16.01.01B.0614.19
B - C 0 -2047 I - K
0 -4536
C- D 0- 3613 K- L
0- 4536
D-F 0 -3613 L-M
0 -3613
E-F 0 0 M-N
0 -3613
F- G 0- 4640 N- O
0- 2047
G-H 0 -5397 O-P
1 0
H -1 0 - 5386
4001SA38FF5B81EDBB7F4800992E85FB
M Item tzas&teznclact xira gal ned' � - IadbyrA2sw,0Mzntn*r.
?� (rL, icc.sazisz(asr�mdshawn aba�.a� 3 SNdwl
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�ataudeo mxaithisdm at zatcv > mds n.6md=lad
send tt�;.rsSa�Y aa3host�.aala m�sti��e�§r4�d�aarysn'ecttmr;€�-
C=jm.
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AD -AC
1137
0
X - W
6397
0
AC -AB
2928
0
W - V
5052
0
AB -AA
4192
0
V- U
0
0
AA-Y
4192
0
V-T
4193
0
Z-Y
0
0
T-S
2928
0
Y- X
5389
0
S- R
1136
0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
AE-AF
0 -3
H - W
0 -816
A -AD
0 -42
W- 1
1192 0
AD- B
0 -1582
I- V
0 -755
B -AC
1266 0
V- L
509 0
AC- C
0 -1225
L- T
0 - 787
C-AB
931 0
M-T
0 -75
D-AB
0 -79
T-N
931 0
AB- F
0- 788
N- S
0 -1226
F- Y
656 0
5-0
1266 0
Y-G
0 -1050
O-R
0 -1582
G-X
81 -5
P-R
0 -42
G-X
242 -14
Q-AG
1 -3
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
re wire extreme care in fabricating, handiin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
nen� Safety Information, byy TPI and SBCA) toi saiPety practices prior to performing these functions. Installers shall provide temporarryy
tier BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly
tl rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections 63, 67 or 610,
icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to
)s 160A-Z for standard plate positions.
a division of ITW Buildiat�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSI 1, or for handling shipping, installation and bracing of truSses.A seal on this drawing or cover page_
this drawing indicates acceptance of prot'esslona7 engineering responsibility, solely for the design shown. The suitability
;e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.ipinstoig; SBCA www.sbdndustry.com; [CC: www.ixsafe.
i
Job Number: 136DCS016 I Ply: 1 SEQN: 6815841 T471 SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen432 "D" OL OW City: 7 FROM: JAH DRW:
Truss Label: FT9 Wgt: 154.0 Ibs .. / ... 10/13/17
1112X4
2X4(R) AB
-r s AC
v=2X4(R)
AD
1 38
AB
=4X6
AA
I-I�3"1�
2'8"4
=4X6 1112X4 =5X10
C D E F G
Loading Criteria (psf) Wind Criteria
TOLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Lac. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 6X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.37" DL: 0.26". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
1178 20'11"8
2' 9'4"
�3"1� 3I
2.6"4
W=3X4
1112X4 =4X6 1112X4
H I J K L M N O
Z Y X W V U T S R Q
6X6 W=H0308 1116X6 III2X6 =-6X6
20'11"e
Snow Criteria (Pg,Pf in PSF) Deft/CS1 Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
Pt NA Ce: NA VERT(LL): 0.369 V 665 360 AB 1139 / - I - 1- 1- 17.5
Lu: NA Cs: NA VERT(TL): 0.577 V 425 240 p 1153 I - 1- 1- l - 14.0
Snow Duration: NA HORZ(LL): 0.060 P - - AB Min Brg Width Req = 1.5
HORZ(TL): 0.093 P P Min Brg Width Req = 1.3
Code / Misc Criteria Creep Factor. 1.5 Bearings AB & P are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.394 Bearing AB requires a seat plate.
TPI Std: 2007 Max BC CSI: 0.763
Rep Factors Used: Yes Max Web CSI: 0.590 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A- B 1 0 H -1 0 -4533
WAVE, HS VIEW Ver: 16.01.01B.0614.19 B- C 0 -2009 I- J 0 0
C- D 0- 3536 I- K 0- 35W
D- F 0- 3536 K- L 0- 3536
E- F 0 0 L- M 0- 3536
F-G 0 -4517 M-N 0 -2007
G-H 0 -5241 N-O 3 0
Maximum Bot Chord Forces Per Ply (Ibs)
��� � Chords Tens.Comp. Chords Tens. Comp.
AB -AA 1118 0 V - U 5241 0
AA- Z 2871 0 U- T 6232 0
' Z- Y 4096 D T- S 0 0
Y- W 4096 0 T- R 4W1 0
X-W 0 0 R-Q 2869 0
W-V 5233 0 Q-P 1116 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
ar AC -AD 0 -3 U - H 395 -33
J
i� A -AB 0 -42 H- T 0 -1058
M AB- B 0 -1555 T -1 652 0
B-AA 1240 0 1-R 0 -755
AA-C 0 -1199 K-R 0 -83
C- Z 904 0 R- M 906 0
D-Z 0 -77 M-Q 0 -1199
4001SA38FF5B91BO8B7F4900992€95F8 Z-F 0 -762 Q-N 1240 0
F- W 622 0 N- P 0 -1556
P-O 0 -15
arAtemknhemclectac s�n�mida eadbyaAar�Amartf�rs
PSVL,Lk.rAnB2tcnt2�e stmeuabWML-Mgasttaa G-V 88 W-G 0-1028 028 O-P 0 -15
erst3ratscr.
G - V 263 - 35
et�tadto�msafch�sd m�mvaccan,28ercds�na�andscaisu
a=O t!aam ok U vedfi�d m m ydatmrk
='Ins
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses requ!re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component- Safety Information, byV TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,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 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. hefer 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 handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. .
listing this drawing indicates acceptance of pprofessional 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.
Job Number: 136DCS016 Ply: 1 SEQN: 681599 / T61 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: JAH DRW.
Truss Label: FT10 Wgt 50.4 Ibs / ... 10/13/17
T
3=2X4(R) K
=2X4(R) L
38
Loading Criteria (psf)
Wind Criteria
TCLL: 40.00
Wind Std: NA
TCDL: 10.00
Speed: NA mph
BOLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NA
Des Ld: 55.00
Mean Height: NA ft
NCBCLL: 10.00
TCDL: NA psf
Soffit: 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0 "
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B"
uses design values
approved 1/30/2013 by
ALSC
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed
as shown with top chord up.
3i "8
2'10"8 r 3'4� 8 6'4"
r 2'10"8 5"8 r 2'10"8 {
F3 I--1'3"12 --{
�Y
1112 4 =—g 4 111� 4 111p 4 =3EX4 1112X4
HI �I
-19 �,PAP
i-A'•v,��
= 37C4
Snow Crite-la (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
Pf. NA Ce: NA
VERT(LL): 0.010 D 999 360
J 334 / - / - 1- / - / 7.5
Lu: NA Cs: NA
VERT(TL): 0.016 D 999 240
G 349 / - / - /_
Snow Duration: NA
HORZ(LL): 0.002 G - -
J Min Brg Width Req = 1.5
HORZ(TL): 0.003 G - -
G Min Brg Width Req = -
Code I Misc Criteria
Creep Factor. 1.6
Bearing J is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.080
Bearing J requires a seat plate.
TPI Sid: 2007
Max BC CSI: 0.087
Rep Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A- B 1 0 D- E 0 -382
WAVE VIEW Ver: 16.01.01 B.0614.19 B-C 0 -382 E-F 3 0
C - D 0 - 387
7
4001SA38FF51381Bt B87F4900992EE5FS
V*k9in'h atisctselauara paignes3. =arod4WarA44Marttncs,
PE M. rtc.0E7UZ1 on toe daie shatva abaee Laing a Vha
wbtad ec9inal this dtxc�t^ ntrt not cansi&md szpW=d=6d
arxd#Ise 5HA2zz.3a�eni;ca4t£s',co9am"- bia Mad ea mirdmitanis
c�9ns.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J-1 267 0 H-G 265 0
I - H 387 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K-L
0 -3
D-H
0
-93
A-J
0 -60
H-E
159
0
J- B
0- 372
E- G
0
- 373
B-I
161 0
G-F
0
-15
I-C
0 -92
F-G
0
-62
—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, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached 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 JointDetails, unless noted otherwise. (Refer to
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Building 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 shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building. Designer per ANSI/TPI 1 Sec.2.
Fnr m 1nfnnnatinn car this tnh'c na ml nntx na and thane wah citric- Al PIMP www alninPitw t TPI" — tninct n RRM" www chdndu th —, IC(:- www i—fn nrn
Job Number: 136DCS016 I Ply: 1 SEQN: 622417 / T48 / SY42
4EGB Galen 2432 "D" OL OW/DR Horton /4EGB Galen 2432 "D" OL OW Qty: 2 FROM: DJH DRW:
Truss Label: FT11 I Wgt 33.6 Ibs / ... 10/13/17
1'3- 1'3" •�
Fad f-8„� F3'i
III A 4 =3BX4 =3CX4 1112pX4
G F E
=3X4 =3X4
=3X4
e
3'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Sid: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.002 F 999 360 G 202 / - / - / - / - / -
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.004 F 999 240 E 202 / - / - / - / - 14.0
BCDL: , 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 E - - G Min Big Width Req = -
EXP: NA
Des Ld: 55.00 HORZ(TL): Mean Height: NA ft 0.001E - - E Min Big Width Req = 1.5
Bearing NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 g E is a rigid surface.
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.071
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.038 Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 3 0 C - D 3 0
1: NA GCpi: NA Plate Type(s): B - C 0 -114
Wind Duration: NA WAVE VIEW Ver: 16.01.01B_0614-20
Lumber Maximum Bot Chord Forces Per Ply (Ibs)
Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2SP#1 G-F 112 0 F-E 112 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Web Forces Per Ply (Ibs)
Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp_
approved 1/30/2013 by ALSC
A- G 0 - 82 C- E 0 -160
Additional Notes #G- B 0 -160 E- D 0 -15
Webs are square cut except dbl diagonals or as " B - F 29 0 D - E 0 -67
otherwise shown.
e� F - C 29 0
Truss must be installed as shown with top chord up. ".
%�.
u
NO 04,716
IND
Im
STATE OF
lop 0
a
EPIAL A"
4001SAUFF5581BOBB 7F 4900992E35F8
TNU ftern im bmn Mel :�mindbtFAWzdMnrtin*s,.
PE(m7Ut.lmltwfanthe data 11makaraWas ast i -
aaa3lsar�ratf¢sx�a
Prsatadec a xfdxdncrxartffimmmaxe> iderad andmaiad
and the SFAA as entdca easznCc m-t&*UffW an=y df cI A.
xa�las:
—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
Componen[ Safety Information, byV TPI ana'SBCA) foi safety practices prior to pertorming 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 properly
attachg rigid ce!ling Locations shown for permanent lateral restraint of we
shall have bracing installed per BCSI sections 83, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fkefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�gf Components Group Inc. hall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSII(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 essiona engineering responsibility solely for the design shown. The suitability
and use of this 9�aw!ng for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2.
For more Information see this "ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA' www.sbcindu .com- [CC: www1cesafe.ong
Job Number.
Ply: 1
Truss Label: FT12CS016 Qty: 18.0 Ibs SEQN: 622452 / T50 / SY42 / ... 10l13/17
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: DJH DRW:
"1 1 '4"
(TYP)
W=3X4
r` rl C C n W I I le I M M r) P
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
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NC13CLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/3012013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
W=3X4
1T11"8
-1
1T11"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc Udefl U#
Loc R / U / Rw
/ Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.000 N 999 360
AG`109 I- /-
I- 1-
/ 215
Lu: NA Cs: NA
VERT(TL): 0.000 N 999 240
AG Min Brg Width Req = -
Snow Duration: NA
HORZ(LL): -0.002 B - -
Bearing AG is a rigid surface.
HORZ(fL):-0.002 B
Code / Misc Criteria
Creep Factor: 1.5
Maximum Top Chord Forces Per Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.075
Chords Tens.Comp.
Chords
Tens_ Comp. '
TPI Std: 2007
Max BC CSI: 0.018
A - B 2 0
1-1
2
0
Rep Factors Used: Yes
Max Web CSI: 0.031
B - C 2 0
J - K
2
0
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
C- D 2 0
K- L
2
0
Plate Type(s):'
D- E 2 0
L- M
2
0
WAVE
VIEW Ver: 16.01.018.0614.20
E- F 2 0
M- N
2
0
F-G 2 O
N-O
2
0
G-H 2 0
O-P
2
0
H-1 2 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens, Comp.
AG-AF 0 -2
Y-X
0
-2
AF-AE 0 -2
X-W
0
-2
AE-AD 0 -2
AD -AC 0 -2
W - V
V-U
0
0
-2
-2
,
AC -AB 0 -2
U-T
0
-2
e ip
��+ a/r
AB -AA 0 -2
T-S
0
-2
ip,
No 2 1.
AA- Z 0 2
Z-Y 0
S- R
0
-2
a �
-2
e
Maximum Web Forces
Per Ply (Ibs)
AO m
Webs Tens.Comp.
Webs
Tens. Comp.
V
ya ;, STATE#
A -AG 0 -49
Q-AH
0
-1
'00�.e
P - R 0 -32
A +►
�'
Maximum Gable Forces Per Ply (Ibs)
ONGables
Tens.Comp.
Gables
Tens. Comp.
B-AF 0 -116
I-X
0
-133
C-AE 0 -137
J-W
0
-133
4001SA38FF558180BB7F4800992ER5FB
D-AD
0 -132
L-V
0
-134
ihdclter iv�a6seenaLziio aca3�z read=d=z1odby
E -AC
0 -134
M - U
0
-132
(€S.tk.947.tszlsmthe dascshamaab� W..IngaS"
F-AA
0 -133
N-T
0
-137
xasbsesidcatrco.,Na,
G-Z
0 -133
O-S
0
-115
'yfttack.PMseftfd:doc�'t�not c r-adsieadani=12d
H-Y
0 -133
aed 11WWL1'-1 asl ent caAus 9c rnrxst t4vtrifw M=y4atmr3k
aviot..
"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
inhComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
shipping, installation and bracing of trusses.A seal on this drawing or cover pa e
!s acceptance of professional engineering responsibility solely for the design shown. The suitability
it any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
neral notes page and these web sites: ALPINE: www.alpinedw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www1cmafe.
Job Number: 136DCS016 Ply: 1 SEQN: 681647 / T39 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW City: 6 FROM: DJH DRW:
Truss Label: FT13 I Wgt: 116.2 Ibs .. / ... 10/13/17
6'1"4
6'1"4
{ �+— 2'6"
1112X4
A B
T 3 a=2X4(R�-
2X4(R)Z
1 �-a
x W
8'1"4 17'11"8
2' 9'10"4
1-11 "12 �{ 8.1 F - -- 2'6" -3"12� 1'3„12 1 2'6" —+ 1'3 —�
=3X4 W=3X4
=4X4 1112X4 =3X4 1112X4 1112X4
C D E F G H I J K L
V U T S R =4X4 r O N
1115X6(R) 1113X6(R)
1112X6 W=3X4
17'11"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U#
LOG R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00
Speed: NA mph
Pf NA Ce: NA VERT(LL): 0.308 S 680 360
X 974 / - / -
/- /-
17.5
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.481 S 435 240
M 988 / - / -
/- /-
14.0
BCDL: 5.00
Category: NA
Snow Duration: NA HORZ(LL): 0.038 M - -
X Min Brg Width Req
= 1.5
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.059 M - -
M Min Brg Width Req
= 1.3
NCBCMean
: 1 00
Height: NA ft
Code / Misc Criteria CreepFactor. 1.5
Bearings X & M are a rigid surface.
Soffit . 0.00
Soffit -
TCDL: NA psf
BCDL: NA psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.915
Bearing X requires a seat late.
9 q p
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.763
Spacing: 24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.478
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:12(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
I: NA GCpi: NA
Plate Type(s):
A - B 1 0
G - H
0 -2841
Wind Duration: NA
WAVE VIEW Ver: 16.01.01B.0614.19
B - C 0 -1664
C- D 0 -2858
H -1
I- J
0 -2841
0 -2841
Lumber
D - E 0 -34
J - K
0 -166
Value Set: 13B (Effective 6/1/2013)
E-F 0-3451
K-L
3 0
0
Top chord 4x2 SP #1
F - G 0 - 3393
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Chords Tens.s.Comp.
Chords
Tens. Comp.
approved 1/30/2013 by ALSC
1a
X- W 950 0
R- Q
3545 0
Plating Notes
MAP
W- U 2351 0
Q- P
0 0
All plates are 4X6 except as noted.
�� � 41.
V - U 0 0
U T 3438 0
Q - O
O N
3239 0
2358 0
('•) 1 plate(s) require special positioning. Refer to
.
N
-
-
scaled plate plot details for special positioning
, -1
p
T - S 3445 0
N - M
946 0
requirements.
$ '
0 41, 8
S - R 3547 0
Deflection
-
Maximum Web Forces
Per PI Ibs
(
Max JT VERT DEFL: LL: 0.31" DL: 0.22". See detail'
k
Webs Tens.Com PComp-
Webs
Tens.
DEFLCAMB1014 for camber recommendations.
'.
Additional Notes
;, O
Y-Z 0 -3
A- X 0
F-Q
Q- G
0 -336
273 0
-41
X B 0
G O
0
+ 2x6 continuous strongback. See detail
A
- -1323
-
-541
STRBRIBR1014 for bracing and bridging
recommendations.
vw" !
B - W 992 0
W-C 0 -956
1-0
O-J
0 -70
657 0
Webs are uarecut except dbl diagonals or as
730
0
otherwise shown
U - D -1133
N - K
1004
Truss must be installed as shown with top chord up.
SEA.*
D-T 676 0
K-M
0 -1320
40015A38FF5B8180B37F490099.2€ 95'FB
E - S 178 -123
S-F 249 -406
M - L
L-M
0 -15
0 -44
Zhicitamfwstsnc+talndam ys nod mdeaeafe W VWAIet Martbrcz.
PEN. ttc. UTtat)an the da?a fhawn abaft tabs a SK%A l
1=htntt n;MCade
pibtndccet eftl afomx atms mt=w3dmad ngswdwid mW
aa6 tbet�iR«2 av�7entcat3anatc,da ra�t�zrrrtf#�1�sapegectra�
CMlat:
—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 eddion of BCSI (Building
Component Safety Information, byv TPI anc�'SBCA) r safety practices prior to performing these functions. installers, shall provide temporarryy
bracing per BCSI. Unless noted d herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly,
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 Joinl-Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alppine, a division of ITW Buildin�tL�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 drawingg indicates acceptance of pro esstonai 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:
For more information see this iob's general notes Daae and these web sites: ALPINE: www.alDineitw.com: TPI: www.tninst cru:. SBCA: www.sbdndustrv.com: [CC: www.iosafe.ora
Job Number: 136DCS016 Ply: 1 I SEQN: 6815971 T54 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FTG1 Wgt: 39.2lbs .. / ... 10/13/17
Loading Criteria (psf)
TCLL: 40.00
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 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA it
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00)
TC- From 100 plf at 0.00 to 100 plf at 3.41
BC- From 10 plf at 0.00 to 10 plf at 3.41
TC- 349 Ib Conc. Load at 1.55
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
--177
6"
�-{ �-- 1'2"7
rMEN w�l "
MEMO
♦
3'4" 14
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Ff., NA Ce: NA
VERT(LL): 0.006 B 999 360
Lu: NA Cs: NA
VERT(TL): 0.009 B 999 240
Snow Duration: NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.001 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.197
TPI Std: 2007
Max BC CSI: 0.125
Rep Factors Used: Yes
Max Web CSI: 0.087
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Plate Type(s): .
WAVE
VIEW Ver: 16.01.01B.0614.19
STATE OF
40 015ASS FFF 55 8180 857F49 00 99 2E 95 FB
tbta itemiru tscmeicdr j nad'aa a¢slad by1Wrttae,
aS(R.5N;t i
?sbtcd cwtnnfffik dtxssaaAnot cami6md dinadmdsalad
mrd ttc..�.'.Ma3 as:hcnt;cats"z�nccslamibcaxrifi�tadectmnk
=vial.,
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
E 380 /- /- /- /- /-
D 344 1- l- I- l- I-
E Min Brg Width Req = -
D Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
A-B 0 -17 B-C 0 -8
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E - D 292 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-E 0 -28 B-D 0 -369
E-A 0 -112 C-D 0 -67
E-B 0 -357 D-C 0 -28
"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, bV TPI anr7'SBCA) toy 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
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
'le. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (Refer to
60A-Z for standard plate positions.
a division of
TPI 1; odor h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page. .
ie design shown. The suitability
Job Number: 136DCS016 Ply: 1 SEQN: 681614 / T35 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 432 "D" OL OW Qty: 1 FROM: JAH DRW:
Truss Label: FTG2 Wgt: 193.2 Ibs / ... 10/13/17
� 2,� 11'_ l �2"_i �2"Z�
r"If`— 2'5" 1�" "� P22� P?7�
W=3X4 =-5X6
=6X8 =6X8 =5X6 =4X4 =4X4
=4X6
W=3X4 =6X6 =6X8
AD A B C D E F GH I J K L M N O P Q
dT =2X4(R)
AE +
AB
AC =6X8
=6X6
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
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bet chord 4x2 SP #1
Webs 4x2 SP 93
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac=1.00 / Prate Dur.Fac =1.00)
TC- From 100 plf at 0.00 to 100 pif at 20.71
BC- From 10 plf at -0.12 to 10 plf at 20.83
PLT- 344 lb Cone. Load at ( 6.35, 9.96)
PLT- 202 lb Cone. Load at (18.15, 9.96), (20.35,9.96)
Plating Notes
All plates are 2X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.38" DL: 0.22". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
Z Y =`' u XW ° U T S
=4X4 =4X4 W=H0308 =5X6 =6X8 =6X10
W=H0308
20'11"8
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0,387 G 634 360 AC 1405 / - / - /- /- / 7.5
Lu: NA Cs: NA VERT(TL): 0.605 G 405 240 R 1622 / - / - /_ /_ / 4.0
Snow Duration: NA HORZ(LL): 0.048 R - - AC Min Brg Width Req = 1.5
HORZ(TL): 0.075 R - - R Min Brg Width Req = 1.3
Code / Misc Criteria Creep Factor. 1.5 Bearings AC & R are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.326 Bearing AC requires a seat plate.
TPI Std: 2007 Max BC CSI: 0.688
Rep Factors Used: Yes Max Web CSI: 0.854 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A- B 0 -28 I- J 0 -6441
WAVE, HS VIEW Ver: 16.01.01B.0614.19 B - C 0 -2756 J - K 0 -5804
C-D 0 -5047 K-L 0 -5804
D- E 0 -5047 L- M 0 -4666
E- F 0- 5986 M- N 0- 4666
F- G 0- 6473 N- O 0- 2873
G- H 0- 6441 O- P 0- 2873
H-1 0 -6441 P-Q 0 -42
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
e AC -AB 1500 0 W- V 6224 0
AB -AA 3995 0 V - U 6224 0
AA- Z 5948 0 U - T 5358 0
Z- Y 6343 0 T- S 3859 0
No It
` Z Y-X 6566 0 S-R 1618 0
X - W 6566 0
• e
30xAX 22M Maximum Web Forces Per Ply (Ibs)
STATE, 'Of-
e
Webs Tens.Comp. Webs Tens. Comp.
s AD-AE 0 -9 I- W 0 -64
° # A -AC 0 -60 W-J 293 0
B — 0 -1976 J 57
B 168- L 614 0
AB- C 0 -1665 L- T 0 - 930
C-AA 1383 0 M-T 0 -80
AA- D' 0 - 96 T - N 1087 0
40 015A38 FF 50 8180 8117F48 00 99 2E 95 FB AA- E 0 -1183 N - S 0 -1325
r7~lr itars.Aasbecrs eke - s',nea mdmatedby r.Earaatmart}=; E-Z 336 0 O-S 0 -269
�E (Ft., us,a«iaaEz}cn C9caa4eshawn'a txig a sNA E
santcazicaae�fa Z- F 0 -492 S- P 1793 0
F-Y 178 0 P-R 0 -1999
s3atcdertrfrllssssicsrtaamntcstntlsmea?zradsea�a Y-G 0 -129 R-Q 186 0
grad thr_SNAAa dhQA6atbA"0M—k 9a wdf�_3.wr asrgdMtWIkG-W 6 -16B Q-R 0 -437
"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
Componen[ Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
attachetl rigid ceiling Locations shown for permanent lateral restraint of we
shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plate. to each face. of truss and Position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Buildin�iL�Components Gi
p Inc. shall not be responsible for any deviation from this drawing,any failure to build the
I
in conformance with ANSIffPI 1, or for hanng shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ .
I
this drawing indicates acceptance ofrofessronat engineering responsibility solely for the design shown. The suitability
and useofthis thawingforny structure is e responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more information see this ioh's general notas,oaae and these web sites± ALPINE: www.aiDineitw.com: TPI: www.tninst.oro: SBCA www.sbdndustrv.com: IM www.iccsafe.ora
Job Number: 136DCS016 Ply: 1 SEQN: 6909241 T37 ! SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: DJH DRW.
Truss Label: FTG3 Wgt: 58.8 Ibs / ... 10/13/17
{� 6
1-2.12 �{ �
4"8
Loading Criteria (psf)
TCLL: 40.00
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 "
T
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA It
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
=-T(4 = BX8 1112CX6 =SX8 =AC6
5' 10"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): 0.043 C 999 360
H 2230 / - 1- ! - ! -
/ 4.0
Lu: NA Cs: NA
VERT(TL): 0.067 C 894 240
F 1810 / - / - / - / -
16.0
Snow Duration: NA
HORZ(LL): 0.007 F - -
H Min Brg Width Req = 1.3
HORZ(fL): 0.011 F -
F Min Brg Width Req = 1.3
Code / Misc Criteria
Creep Factor. 1.5
Bearings H & F are a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.593
TPI Sid: 2007
Max BC CSI: 0.3B2
Maximum Top Chord Forces Per
Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.435
Chords Tens.Comp. Chords
Tens. Comp.
FT/RT:12(0)110(0)
Mfg Specified Camber:
A - B 0 -110 C - D
0 -1877
Plate Type(s):
B- C 0 -1877 D- E
1 -129
WAVE
VIEW Ver: 17.01.01A.0723.13
40 015A38 FF 513 8180 8B 7F48+00 992E 85 FB
Mike",
hu beanakttx�jzt,�aad mrA.„ Iadtrj 7'%r AMarttnts
Z". 1$t.9471921 on tfia dsae simm WXM .w.�'s a sKrrz
asthagt&aumwdt.
pmtrdcopFaaattistiou=0-Awo"atmns8 ad amdsalad
a 6Slsc..'&Ke Zms*st to �dfbAm a ydtctramk
cat DL
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
H- G 1306 0 G- F 1473 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A- H
222 0
G- D
499 0
H- A
0 -1345
D- F
0 -1838
H-B
0-1610
F-E
324 -8
B-G
914 0
E-F
0 -B30
C-G
0 -993
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating handlingshi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI and'SBCA) r saiPety 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
iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 810,
e. ADDTv Dlates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer to
a division of
FTPI 1; or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
web sites: ALPINE:
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ori 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 140
Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nrn 120 mnh Wind Sneed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species IGrade
No
Braces
(1) ix4 'L' Brace 111
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace xw
(1) 2x6 'L' Brace x
(2) 2x6 'L- Brace I4
Group A
Group B
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 10'
6' 7'
6' 10'
e' 1'
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
S P r
#3
3' 8'
5' 9'
6' 2'
F7'8'
7' 11'
9'1'9'
6'
12, 0'
12' 6'
14' 0'
14' 0'
U
Stud
3' B'
5' 9'
6' V
7' It'
9'1'9'
6'
12' 0'
12, 6'
14' 0'
14' 0'
Q
HF
Stnndnrd
3' 8'
4' 11'
S' 3'
7' V
8' 1l'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
#2
3' 10'
6' 7'
6' In,
7' 9'
8' V
1 9' 3'
9' 7' 1
12' 2'
12' 8'
14' 0' 1
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' It'
7' 5'
9' 2'
9' 7'
10, 11'
Ill 8'
14' 0'
14' 0'
(U
C IL
D f
Stud
3' 9'
5' 3'
5' 7'
6' It'
7' 5'
9' 2'
9' 7'
to, 11'
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6. 7'
8' 4'
8' It,
9' e'
10' 4'
13' 1'
14' 0'
U
r
#1 It #2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10, 7'
Ill 0'
13' 11'
14' 0'
14' 0'
14' 0'
-�-')
_
U
S P r
C
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10, 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' V
7' 6'
8' 9'
91.1.
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
f
Standard
4' 2'
6' 1'
6' 5'
8' 1'
a,
10' 5'
to, 10'
12, 8'
13' 7'
14' 0'
14' 0'
of
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
It' 1'
14, 0'
14' 0'
14' 0'
14' 0'
S P
q2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
Ii' 0'
13' 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
%10QJ
r
D r L
Stud
4' 4'
6' S'
6' 10'
8' 6'
9' t'
10' 6'
10, Ill
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10' 10,
it, 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
L7
X
U
S P F
HF I
#3
4' 7'
8' 2'
8' 5'
1 9' 8'
10' 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 7'
B' 2'
8' 5'
9' 8'
10, 0'
IV 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10' 0'
Ill 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#1.
5' 1'
e' 5'
8' e'
9' 11'
10' 3'
Ill 9'
12' 3'
14' 0'
1 14' 0'
14' 0'
1 14' 0'
#2
4' 10'
B' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12' V
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, i'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
t
D P L
Stud
40_1' 9'
7' 4'
7' 10'
9' 8'
10, 1'
1t' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' 11'
8' 8'
1 9' 3'
11' 6'
12' 0'
13' 7'
14' 0'
14' 0'
1 14' 0-
able Truss
Diagonal brace option,
vertical length may be
doubled when diagonal
18'
brace Is used. Connect
ciingonat-brace-for 60011
at each end. Maxweb
Br ce
total length Is 1a.
12x6
t
DF-L #2 orbetter
diagonalVertical
length shown
bracei single1n
table above.
or double cut
45•
(as shown) at
upper end.
ontlnuous Bear
77,
Connect diagonal at
midpoint of vertical web.
Refer to
chart above for n
-WARNUUI- WAD AND FULLDV ALL NEM ON THIS DRAVDQ
w■DaDRTANTww FURNISH TiaS WAVING TO ALL (SB(IRACTMLS DMUDDIG TIE INSTALLERS
1`� t
Trusses require extreme core in fabricating, hond0lg,-shipping, Installing and bracing. Refer to and
Component Safety Inforwtbn, by TPI and SBCA) f
'Q
Follow the latest adtlon of BCSI (Bull -safety
practic prior to performbg thews functlans. Installers shall provide temporary bradrg per BCSL
Unless rated otherwise, top chord shall hove properly atbaUed structural sheathing orW batibn chord
Z
Z„
shall have a properly attached rigid ceiUng. Locations Shawn For permanent lateral restraint of webs
Q fl j�
IL'L-'�
J or B10, as ap ezgIcanoted. Apply dates to wnch loco
sections on the
sf t Ymve brodng Installed per above
of truss and position all shown above and on the Joint tletnas, lirdess le.A otherwise.
Refer to drawings I60A-Z for standard plate Dosltbns.
s
Alpine, a divisan of IN Buadiny Conpanonts Group Inc shall not be resp lble For any deviation from
AN 11WQDMPAW
this drawing, any fdlure to b,dld the truss In conformance with ANSIITPI 1, or for hondling, shipping,
hstatlathn 6 bracing of trusses.
A seal on this drawbp or cover page Ustbg this drawk1 , ind-Us acceptance of professlaml
9y
enptrneer$ng re ty solely fen the design shown The smdtabaity and use of this drawbg
tthe
for any strucbire Ids responsbltlty of the bAdbp Daslgner par ANSI/iPI I Sera',
133B9 Lakebonl Dnva
City. MO 63045
For more Information see this Job's gene-t notes page and these web site.
Earth
ALPM ww►Alpineit-cou TPh aww.tpinstargi SBCAI www.sbWdustry.orgi ICO w"Iccsafe.org
Bracing Group Species end Grades -
Group AI
S ruce-Plne-Fir Hen-Flr
RL / #2 Stnndnrd #2 Stud
#3 1 Stud #3 Standard
Dou las Fir -Larch Southern Pinewww
#3 a3
Stud Stud
Standard I Standard
Group Di
Hen -Fir
#1 & Btr
#1
Dou las Flr-Larch Southern Plnewww
#1 #1
a2 a2
ix4 Braces shall be SRB (Stress -Rated Board).
xwFor 1x4 So, Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group II
values maybe used with these rades,
Gable Truss Detail Notes,
Vinci Load deflection criterion Is L/E40.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or le' plywood overhang.
Attach 'L' braces with 10d (0.1281x3.0' min) naps.
)I( For (1) 'L' braces space malls at 2' o.a
In IS' end zones and 4' mc. between zones.
)K)KFor (2) 'L' braces, space nails at 3' o.c.
In IS' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
-member-length
Gable Vertical Plate Sizes
Vertical Lennth No Splice
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Less than 4' 0'
2X3
Greater than 4' 0', but
less than il' 6'
3X4
Greater than 11' 6'
Ft9 MC klf'
?�Z��,� MAX, TOT, LD. 60 PSF
MAX, SPACING 24.0'
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
Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nri 1pn mnh Wind Snppd. 9n' mp Hpinht. Pnrtimity Fncin—d. Fxnmsurp ❑. K7t = l.no
S
Gable Vertical
Spacing Species Grade
2x4 Braceh3'6
(1) ix4 'L' Brace w
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace 1(
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
6' 3'
6' 6'
7' 5-
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
-
Uur
S P F
#3
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
il' It'
13' 7'
14' 0'
Stud
5' 4'
5'8'7'
2-
7' 7'
8'8'9'1-'''11'
it,
13' 7'
14,0'
fl r
Standard4'
7'
4' it'
6' 2'
6' 7'
8' 4'
8; 11'
9' 8'
10' 4'
13, 1'
14' 0'
—�
S P
#1
6' 4'
6' 7'
7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12, 2'
13' It'
14' 0'
#2
3' 8'
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' IS'
8' 9'
9' 1'
10, 1'
10' to-
13' 8'
14' 0'
OJ
F
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' ll'
8' 9'
9' 1'
10' 1'
10' 10'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' 11'
9' 7'
12, 2'
13' 0'
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13, 3'
13, 9'
14' 0'
14' 0'
_U
+>
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4•
8' 8'
9' ill
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
U
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' e'
9' it,
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
H F
Standard
4' 0'
S' 8'
6' 0'
7' 6'
8' 0'
1 9' 11'
10' 4'
ill to,
12' 8'
14' 0'
14' 0'
11
S P
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
to, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
#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' IV
8' 5'
10' 0'
10' 5'
12' 5'
13, 3'
14' 0'
14' 0'
QJ
D F L
Stud
4' V
5' 11'
6' 4'
7' lt'
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'
to' 2'
11' o'
11' 9'
14' 0'
14' 0'
_4
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
to, 1'
It' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 5'
7' 7'
e' i'
9' 2'
9' 6'
to, it,
it, 5'
14' 0'
14' V
14' 0'
14' 0'
LD
U
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
to, It,
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
H F
f I
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
d
S P
#1
4' 10'
8' 0'
e' 3'
9' 5'
9' 9'
Ill 21
it, 8'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
it, 1'
it, 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' 10'
7' 3'
9' 1'
9. 7'
11' 0'
11' 6'
14' o'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' S'
6' 1'
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12, e'
13' 7'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group Al
S ruce-Pine-Fir Hen -Fir
#1 / #2 Standard 02 1 Stud
03 stud1 #3 Istrindard
Dolt las Flr-Lorch Southern Pinexxx
#3 p3
Stud Stud
Stnndnrd Stnndnrd
Group BI
Hem -Fir
01 & Btr
#1
Dou las Fir -larch Southern Plnexxx
it
#1
#2 #2
1x4 Braces shot( be SRB (Stress -Rated Board).
xxFor lx4 So. Pine use only industrial 55 or
industrial 45 Stress -Rated Boards. Group B11
values may be used with these grades. 11
Gable Truss DetalL Notes,
Wind Load deflection criterion Is L/240.
Provide uptlFt 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.
About
Attach 'L' braces with 10d <0.128'x3.0' min) nails.
W For (1) 'L' brace- space nails at 2' o.c,
able Truss
In 18' end zones and 4' o.c. between zones.
il(i#For (2> 'L' braces- space nails at 3' o,c.
Diagonal brace option-
,-
In 18' end zones and 6' o.c, between zones.
vertical length may be
doubled when diagonal
18'
j�
'L• bracing must be a minimum of 807 of web
brace Is used. Connect
L
I
member length.
diagonal brace for 690#
'L'
Gable Vertical Plate Sizes
at each end. Max web
Brace
I
total length Is 141.
jl(31E
Vertical Len th No S lice
I
2x6 DF-L #2 or
Less than 4' 0' 2X4
better diagonal
r
I
Greater than 4' 0', but I4X4
Vertical length shown
brace) single
8,
less than 12' 0'
In table above.
45'
or double cut
(as shown) at
L
1
* Refer to common truss design for
upper end,
u u
peak, splice, and heel plates.
ontlnuous Bearing
Refer to the Building Designer, for conditions
Connect dbgonn nt
ltlllll111I
not addressed by this detail.
mid oint of vertical web,
Refer
to chart above
for max g O+ e' r%8Y4 length,
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAVINfd
e■DwOITANTw. FIRtNiSH THIS WAVING TO ALL CONTRACTORS ucLUDING THE INSTALLERS
REF ASCE7-10-GAB16030
Trusses require extreme care In fabricatng, handiing, sKppho. instalunp and b—Ing. Refer to and
Fauaw the latest edition of SCSI atuitmng component Safety Information, by TPI and SBCA) for safety
r A,
t�. t✓�,VCS
awl
DATE 10/01/14
prnctkes prior to perfornng these functions. installers shall provide temporary braing per BCSL
top bottom
�\
�l t
Umtess noted otherwise, chard shalt have properly attached structural sheathng and chord
shall have properly attached Npld c 111mg. Lacatlans shown far permanent lateral restrant o1 webs
have bracing Instatied BCSI 83, 97 or 910, as Apply to each face
_ No
Z
DRWG A16030ENC101014
fl �� iii�•
Q 11 I I—J 1�
ILI�IUh--�
shall per sections applicable. platos
of truss amd posalon s horn above and on the Joint DetaRs, unless noted otherwise.
Refer drorings 16DA-Z for
.dam
_ x
to standard plate positions.
Alpine, division ITW 8uildlno Components Group Inc be for any deviation from
ATE �F
AN RWCOMA4NY
a of shall not responsible
this drowng, any failure to butt the truss in conformance with ANSI/TPI 1, or for handling, shipping,
L bracing f trusses.
% -O �y Q
A
MAX. TOT, L_D. 60 PSF
nstallatlon
A seat on this drowng ar cover page Dsting this drowing, Wilcates accePtance of professbmal
� / �y !�/
l F V V
R 1 - 'l•C�
13388 Orive
en eerie respansahgtty solely far the design shown The suitability and use of this drawing
for any struehre Is the responsO: of the Building Designer per ANSLTPI 1 Sec2.
�¢
MAX. SPACING 24,0'
Lakelronl
Earth City, MO 63045
For more Information see job's general notes page and thesewe
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Hip Frame Details Hip Frame
\JdVd Ml,..
2;
'R'
Lthed
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,
Residential,
140
Wind
mph,
TC
30' Mean Hgt, Partially
DL=4,2 psf, Kzt=1,00
Enclosed,
Cat
II,
Exp C,
chords of stepped hip system must be So. Pine lumber,
Structur 4 anels must be properly attached directly
To hln,%%'f~ [ iFr4rlins,
-VARNROM- READ arm FOLLOW ALL N= W TM tlMAvma
s1DOWANTss FIFNISN THIS BRAVM TO ALL CONTMTM DV-WM THE INSTALLERS.
Q� GIN �� ��
S�
REF HIP FRAME
Trusses req.Va ertrene care 4i fabricating, h"Ung, sWpp4tp, Installing and bracho. Refer to arnd
'�`'� �\
emlo. the "to" em " of Best cBuam g Conponant sofetr mfoYatan, by TP[ and SBCA) Fr Lafaty
Na
DATE 10/01/14
DRWG HIPFR1801014
practices prior to perf—" these functlans. Iretnllers sMll provide tenporwy brad per BCSI.
unless .sled atherrlse, top chord shall have properly attached structural sheatWnp nn'� batten chard
= *
5
d �r'1�
�['�rl����11 JJ
shall have a properly attachod rleId ca4lno, Locatbns shorn far Pernnnant lateral restraint of rebs.
J or Blg, its unless no Apply plates to each face
sections the
shall have brntlng Instneed per above the Joint Detn45, unless noted otherrLse.
of truss and position as she
andar and
S+A�E OF
U
i1:a tiWCOMPANY
to
Refer to drnrinps 160A-Z for standard plate positions.
s
Alp4ne, o dvLston of [1Y 8uttdtnp Canponents Grouupp Inc shall rat be responsNte for ony devtntlan fron
tNs drovMO. any faQure to bu0.d the truss In confarnnnce vith ANSI/TPI 1, or for hondUne. SWpptrnO,
= .�
� r Q`
Instnllailan s bracing of trusses.
A seal on this dravinp or cover pnpe UstMO this droving, hdicates acceptance of prefesslanal
resportSAplty sot for the de shorn. The sultobiky and use of this drovtrm
t 3389 Lakefront Drive
Earth City, MO 63045
for an�ruy ctwe Is the responstbAkY aP fiw Sulldhp Dedpnar Per ANSt/TPi 1 Sec2XCpF�d�AL
For note InFornatian see this Job's general notes Pape and these nab sites.
{'a•' \k\kk
ASa111118101111;114\
ALPINE, rrvalpinWtr.con) TPB srr,tptnstor0l SBCM rea.chchdustryorQj ICO rrvlcesafearo
Valley Detail - ASCE 7-10; 160 rnph, 30' Mean Height, Enclosed, 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.
xlK Attach each valley to every supporting truss with,
(2) 16d box (0,135' x 3.5') nails toe-nalled for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 Mph. 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=S psf, Kzt = 1,00
Bottom chord may be square or pitched cut
as shown,
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
Unless specified otherwise on engineer's seated design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set Must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c. or as otherwise specified an engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
2X4 4X4
12 3X4 Valle
12 MaSpacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley ❑ptional Hip
f--- 8-0-0 max -- Bottom Chord Bottom Chord End Detail Joint Detail
Valle
4X4 y 1 oe—�ailed Valley I I I I I I I I I I I I I I I I I I I I
12
12 Max. I
1X3 6-0-0 f`���k�lai
111111
1X3 SX5:14 SPL (Max Spacing) iX3 2X4 Q pGV�
SQ
Common Trusses
20-0-0 <++) -i Partial Framing
at 2 o,c. Plan
Supporting trusses at 24' o.c, maximum spacing.
i1151111ift1f 111/I'/
vARN=u W-M M10 FQ1.RV ALL NFITES RN THIS BRAVM `� �S sglg3''. TC LL 30 30 40PSF REF VALLEY DETAIL
_WWM11tuISN FURNTM DMVD G m ALL CONTRACTUC RELUBM6 TIE RL4 MJJ3 S. `•
Trusses req,Ir• e.trera care In fabrkatbrg, handling, ship ing, InstalOn and bmUn& Refer, to and +` f r
folio. the lags! edition of Bell CBulltlNg Conponenf Safety Infamai�n, By TPI a W SeCA) for saPrty ,,� tt,l �!,TC DL 20 15 7 PSF DATE 10/01/2014
saetkto prior to perforrdng these funetlens. InataUers shall provide terpornry �brac� per BCSL i <` 1
e.. rated otha ls., top chord shall have properly attached etruetvd .heavwp a d Fattp c/wrd 4\^ BLC DL 10 10 10 PSF DRWG VAL160101014
sMU Pave a properly attached NNpp11tl eNOnaa Lowtlons sho.. far permanent laterol restrab,t of .ebs i1
�� shall hnva Fr��rp Installed per SCSI seetbns B3, B7 or 810, as applicable. Apply plates to each Pace
of truss and position a. cha— above and an the Joint Datolls, u+l.ss natal ather•Iw. T. C. LL 0 0 0 PSF
lr Refer to dra.lnps I6CA-Z for standard plate postUons.
AIpN., o dvlslon of 1TV Bulld�kr�pg Components Inc. shall not be responslbl. far a devbtlon from TDT, LD, 60 55 57PSF
AN TN07MPANY this d—Ing, any faffl • to WKd the truss In eonfornanc• elth ANSI/TPI 1, or for hemp, shypine, - ATE OF ,1
In.tellotlon L bradng of trusses 6'Z y` .:
A sal on this dro.hV or cover page Usthg this draeing. Imlaate. acc*ptonce op profesdor,nl �^
re solely Fo- th. d. sho.n. The auttaeury ud use of this dra.h,p .� (? ( I7 �� l✓ UR.FAC,1.25/1.33 1.15 LIS
133B9 Lake(ronl Drive Fx nrW Is the racpo�sFty of
the Bdrbp Drclpwr per AISVIPI {See` i� / v Cl l ,.,'!
Earth LakefrCIB30d5 Far nova hlforeatlon see this ,lob's general notes page and these eeb sitem °,�.,s'r,,, 1�,�.t',.� SPACING 24,0'
ALPINE, .ev.olpinelt—onf TPI, ....tphot. w SBCAi .e.abdndustry.orgf ICO .e.Accsare.org /i U
Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Btdg located anywhere In roof, Exp C, WindDL= 5.0 sf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Btdg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads,
xx Refer to Engineer's sealed truss design drawlna for piagyback and base truss specifications.
Detail A ; Pur(in Spacing = 24' o.c, or less
12
Up to 12
O.C. max
4'
I —Top Chord Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing in between.
Detail B : Purlin Spacing > 24' oici
Piggyback cap truss slant Walled to all top chord purlln
bracing with (2) 16d box nails (0.135'x3.5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails <0.128'x3') at 4' oz,
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.1351x3.51),
Up to 12 V I I
4
4'
P 24z. Spacing ) ' o
Fl
Top Chord Scab (Typical Each End) Chord Fiat top chord purlins required at
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' c.c. max. and use Detail A.
—IWMTANT.s F TWS DRAVM TO iWARNDIG- READ AND LLL CRITRACTORS MMUDING THE VISTALLERS ALL NaTES [IN MIS DRAYM��\
1t,l�l— 'eIq (�lflt�
Trusses require estrehe corn 1t Fabricating, handUng, shlpplig, Inst ftg and br.C1r R.fer to and,
folios the latest edition of HCSI (Bvildmg Component Safety Information, by TPI and SBCA) for mfety
��JJpA ,�E� /
�t these
ss faluncUaons. lnstaDers shall provWo tenpornry brntlr,g per BCSL
S rd
Uri a! noted other:lsefor
proper y attached structwal 2.11.g on bottom chord
shall have a properly attached IDItl celling. Locatlons sho.n far permanent lot.-t restralnt of ebs
^�
shall have br4cing installed per BCSI sections 23, 87 or 310, as applicable. Apply plates to each face
of "'s a/d ppoafitlan " Shasn above and an the Joint Details. -t... noted ath.Prlse.
R.F.r to dra.hg. 160A-Z for standard plate pa,04 s.
=
IIIIIIIJJJ•••u_----rrr1
AN
ITVI/Q)1v1PANY
Alpin., a division of ITV BWtd1,T Cohponents Group Inc. shalt not be responsible for an deviation froh
tHs drnwtng, fafture to bull truss In 1WSLTPI 1, for handling,
+ "q
Ar� Q�`
any the conformance with or Shipp"
Installation 1. bracbg of trusses.
Y f
A seat►on this dr..kg or rover page Usthg this dr.Mg, bxHcmtes acceptance of profesdo..t
T't+.�.,..
4 7 ry
., 4a she— yw�ctdimi ftothi d-srq
13389 Lakefront 04ve
Earth City, MO 63045
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
Q side only at each end) attached with
2 rows of IDd box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using (2) 16d box nails (0.135'x3,5').
The top chord #3 grade 2x4 scab may be replaced
with either of the following! (1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' nails, (4)
Into cap TC 4 (4) Into base truss TC or <1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl.375' nits. Note, Molting thru holes of
wave plate is acceptable.
x In addition, provide connection
with one of the following methods)
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members, Attach to each face @ 8' oz. with (4)
0.120'xl.375' nails Into cap bottom chord and (4)
In base truss top chord Trutox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' (min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.c with (8) bd 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 02, full chord depth scabs (each face).
Attach @ 8' o.c. with (6) 10d box nabs (0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' oz. Front to back faces,
28PB Wave Piggyback Plate
One 28PB wave pigggybock plate to each face
e 8' o,c, Attach Eeeth to plg%back at time of
fabrication, Attach to suppor Ing truss with
(4) 0,120'xl,375' palls per face per ply.
Piggyback plates may be staggered 4' o.c. front
to back faces.
SPACING 24,0'
F PIGGYBACK
TE 10/01/14
WG PB160101014
CLR Reinf orcing
This detall is to be used when a Continuous Lateral Restraint (CLR)
is specified on a truss design but an alternative web
reinforcement Method is desired.
Notest
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type,
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf, Scab Reinf.
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
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6W
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apply (1) scab to each
face of web.
Member Substitution
T-Reinforcement
or
L-Reinforcementl
Apply to either side of web narrow face,
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is
a minimum 80% of web
member length.
Scab Reinforcernentl
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3.0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length,
OVA R6AB MM FM. " ALL WMS M THIS MAWRQ
IuWMTANT— FI!{ ew TIM WAVW M ALL MWACTUn MMIL BBIG THE INSTAI M-M
Trusses requln extrene care In fabrimting, h-dUN, chlppmo. installing and bracing. Reftr to and
fotloe the latest edition of BCSI ® 11, Guapore"* Safety LMbrna1 by TPI and SBCA) for safety
practkes prior to parforning these ft n tlons. instaUers shall provide teryiorary b-cl o per BCSL
Unless rested otherwke, top chord shall hove properly attached structural sheathing and button cho
p shall have a properly attochetl N W ulWp. Locations sham for pernonent lateral restraint of web!
f� shall haw braClT Installed per BboI sections 23, Bi or B10, as opplkable. Apply plot- to oach Pace
a �� I l� f truss and poa Lion as shown above and on the JIM Details, unless noted otherwise.
II ter- Refer to drawings I60A-2 far standard plate positions.
A(phMe, a WWon of ITV Buildinp Conponmts Group In' chat( not be reaponslbte for ony deviation fr
AN fIWQQMPANY the drawino, any fanurc to build the truss In canfornance with ANSf/TPI I, or for handing shipvl g,
Inatauathn a hrarJng f trusses.
A seal on this drawIn, a- mver page UsUM this droeV.& Indicates occeptancr of professional
q solely for the design shown. The sultab0lty atd use of this dmskv
13389 Lakefront Drive for my s GIs the respantlblity of the "&V gestgner per ANS N 1 Seel.
Earth City. MO 63046 For Mora Infornation see this Job's general notes pag
a and these web sites-
ALPINE- wrcaloineitr.coai TPI- wwrtoinstorni IBM wresbcindustrvoroi ICOw►wlccsafeorn
T-Reinf,
or
L-Reinf.
T-Reinf. L-Reinf,
Scab Reinf.
��•�'° eL NIq �•,,
IV'S�
tAT ()F
jV 40 iiiD`V' cQ,-
TC LL PSF
TC DL PSF
C DL PSF
3C LL PSF
-TOT. LD, PSF
REF CLR Subst,
DATE 10/01/14
DRWG BRCLBSUB1014
DUR, FAC.
SPACING
t
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load
or web member.
This design Is valid ant yy for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed,
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
U = Minimum nalling distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
secies as damaged member. Apply one scab per face.
Minpimum side ' member lengths) = (2XI-) + (B)
Scab member length (S) must be within the broken panel.
Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered.
Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices,
This repair detail ma not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
S
L L No
4' O,C
Typical ~
+ o + o + o + o
o + o + o + o +
--11 2r F---
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailsi
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
r
4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
r
42
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48°
3460#
1 3540#
4070#
4445#
Web or Chord
2x6
5165#
1 5280#
6095#
1 6660#
MIAIMUM
L Distonce
Nail Spacing Detail L
-WARNING" READ AND FULLOW ALL NOTES ON THIS BRAVING, ♦�` � � °+� REF MEMBER REPAIR
■■INPORTANTea TIRtNiSH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS :� Q li�� � �Os
Trusses require extreme care In fabrica", handling, shipping, InstalBng and bracing Refer to and lT ''�
fold, the latest edtlon of SCSI (Buadg Corgwnent Safety Infornalt , by TPI and SBCA) for safety �' � = DATE 10/Ol/14
ales not a"outorwl.a top chord shad have sp.
roperlylOttachedpstWructurdO 4 sh a, b-an�b tD`Schor N°' DRWG REPCHRD1014
shall have a properly attached rigid ceiling, Locations shpwn far permanent lateral-.t,atnt of webs
f7 �� shall have br4Ung Mstalted par Best sections B3, B7 r Bfe, s applicable. apply plates to each face
Q I I II_I IQ of truss and position as sham above and on the Joins Det ks, unless noted otherwise.
ILI`�IUr �r Refer to drawings I60A-2 for standard plate positions. 1Z
Alptr,e, a division of ITW Building Components Group Inc shall not be respansible for an deviation from i��t �(\ R o
AN f1WCOMPANY tMs drawing any faliure to build the truss in conformance with ANSVTPI 1, or for handing, shipping,
Installation L brocing of trusses, s� Q 4 O i Vw ♦C
A sea( on this drawing or cover page Us" this drawing, Indicates acceptance of professb/''f rml /h(— A
engineering responsmMty solely for the dellp� shown The sAtabaky and use of this drawing '/�V •+,..�<' `t_®�°\„\♦♦
for any structure is the respansDeNlty of the bAding Designer per MS14PI 1 Sec2 ,tf i \\
Earn Qty,MO 53045 ALPINE :rr o(pbInwj;r.com�TPI arr ;a,�iorg; s�cn' ,��d��v' a a,�icn ::: c offarg �'�'Nf" uA�-t; t`��\t SPACING 24,0' MAXI
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO TRIM FILLER
f EXISTING FILLER �•-- —'-I{I
- 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' ❑,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 (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES,-SUCH-AS-LUMBER-SI-ZE-AND-GRAE—
DWIND—
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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O,C. MAX.
SPACING AND IOPSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS
hlnTcn ON THIS SHEET
f USE THIS DETAIL FORT
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME.
i LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE M❑DIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATI❑N,
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, 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 APPLIEDI
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS,
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd B
—(0.128'x3')-NAIL-S-A-T-EACH-END-OF EACH-VERTICAL(12'-MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') xl,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH
(6) lOd BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
"D1P�t N ee FUHi RR DRAV1[1<i M AAND LL�CWTIR l�S THIS
tt�.UB�II THTHE DWALLEIM
Trusses regWre scum* core In fabrkatIN, hurdling, shipping, Instalunp end bracing. Refer to and
follow the latest edttlon of HCSI t81a1Nrtg Conporrcnt Snfrty Infornatkm, by TP[ and SBCN for sofety
practices prior to performing theca functions, [nstagere asap 11 sell tenporory _brndng per 8CS1
ess noted otherwise, top Uartl shalt have propeHy attached ctructurW she. and bottom Cho
shall have a properly attached rigid ceNng. Locations shown For pernonmt lateral restrolnt of webs
face
87 or 81g, as apptkahno Apply µal.. W each
shall eg . si ioninstalled per 8be sections the
of trues aM podtbn as chum above ti an tin, Joint7r 1110, s, unless rofetl other Ise.
Refer to drar4ngs 16CA-Z for stmdwd plate posltlom
AN fiWCOMPANY
Alpine, a division of RV BuWng Components Ciro�.pq Inc. shall not be responsWe for my deviation fr
this dmwhg, my False to build the truss In conformance with ANSVTPI 1, or For hondWg, shipping,
Instaltallon 6 bracing of trusses,
A sent on this drsatlwlt4lgy a' cover pa Ils*kg this drawing, Vacates acceptance of professional
shown.sultobNtY aM use of this sYawlrm
13389 Lakefront Drive
tiarospensNtty o 6dleBng De
for awry tore hi signor per ANSI/iP11 Seel
Earth City, MO 63045
N
a For more Warne on see this Job' pefernl notes papa = these web sites,
.e �.,... , ..._ el =te... ...,,,...,.,
�GEAf
N
10 uc'Af�E OF Q(
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
t
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 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128ex3,0', min)
nails at 8" o,c. plus clusters of four nails where shown in figure below 00,
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections,
---
ovARlalxa.. REAg Arm fID10v a NDIMMCT ON ITMSMM mrAvgH
wOPB2TANTd FIAgUSN TkGS DRAtvIIiG TG ALL C(@tTRACiL6rS It�LIiBING THE IIVSTALLERS,
requlra
.�` Oj�''+� TOTAL TOP CHORD
a�y. TO
REF 2X4 SCAB O.H.
DATE 10/O1/14
Trusses xtrme care In fab,imift, hondling, shipphg, MttolUng and brachg� Refer to and
foltov thelatest etlitlon of HCS['tBulltling Component Safety Infornatlon, by TPI and SBCA) for safety
HCSL
�`�` eGEN13F LOAD NOT
` �, $ EXCEED 40 PSF
DRWG ❑HSCB2X41014
prncUc¢s prior toperforning theca functions. Installers shnU provitle tenpor�aa��yy bm,27 per
Unless noted oiherwlse, top choM shalt hnve properly attoched structural she. h1n and botkon lord
Wterat
_ No f (DEAD PLUS LIVE)
r
.-R have a property ottaehed Hold eelun . Locations shorn for Pet ne„t restraint of webs
H7 or asApply plate. to each face
hnve bdxj Installed per BCSabove
sand
I L�I►
Details, unless ma
of truss nrd ppo4tlon as shown above and on the Joint Oetn0.s, untect noted othervlse.
on the
Refer to drarings 160A-2 for standard
plate positions.
Inc be far 'any deviation from
r S A�i~ CfF
AN TTWCOMPANY
Alpine, a dvision of ITV Bu&don no Components Group shalt not responslWe
this drawing any failure to WId the truss In conformance with AN S[/iPI 1, or for handwig, shipping,
.(1
Installation IL bracing of trusses.
A seat on this dravhg er cover page W,10v this drnwlnp, tr.1cates acceptonce of professional
re s«e1y far the design sawn,, The tritabWtof the bAcang Wy and use of this dravft
for anY
/
i 90 �4 0 tA\'0
{�'��*, ..` DUR, FAC. 1,15/1.25
'�yyf
13389 LaReiront Drive
ti
rA� beln�a4g,sirna
ft(� Q
Eanh City. MO 63045
ALPINE.rw Inp.m.¢
TPI0. wvw M t.or gie
,� g y re re
w QICP v�iv cc¢wf¢.o
"NAL SPACING 24"
STR❑NGBACK BRIDGING REC❑MMENDATI❑NS I
BUTT STRONGBACK
BRIDGING TOGETHER
4'
��• ATTACH SCAB WITH 10d BOX/GUN
4' —0' 2x6 Wa28'x3.0') NAILS IN 2 ROWS AT
SCAB 6' D.C,
NOTE# IN LIEU OF SPLICING AS SHOWN,
LAP STRDNGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRDNGBACK BRIDGING SPLICE DETAIL
N❑TEI Details 1 and 2
(2) 10d COMMON (0.1481x3.0') OR
BOX/GUN (0.128'x3.0') NAB S AT
TOP AND BOTTOM C 2x
SCAB -ON BLOCK. ATTACH
STRDNGBACK TO BLOCK W/ (3>
10d COMMON (0.148'0.0') NAILS
OR (010d BOX/GUN <0.128'x3,0'> O
NAILS.
are the preferred
ATTACH STRDNGBACK TO
WED W/ f3> 10d COMMON
(0.148'x3') NAILS OR
(4) 10d BOX/GUN
NAILS
STR❑NGBACK BRIDGING ATTACHMENT
attachment methods
STRDNGBACK BRIDGING
SPACING REQUIREMENTS
LIP to 10'
None re tAred
to W
I taw fat an* of SW
N to
2 roes a at each
30' to 41Y
3 rays a at ends U4 )
Over 40
roes at W cz pdnW
ATTACH STRR04GBACK
TO BOTTOM 0}00 WITH
f2) 810 — 3' SCREWS
ALTERNATIVES
All scab -on blocks shall be a minimum 2x4
'stress graded lumber.'
ALL strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
The purpose of strongback bridging is to
develop load sharing between Individualtrusses,
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.)
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).
WKWARMOM W.0 AIW FMJJ1V ALL NHS IN DIIS BRAWDYi
"OWW nu ROM THIS BRAWWD TO ALL Dr11MM TIE DISTALURS.
t� „
TC LL PSF
REF STR❑NGBACK
DATE 10/Oi/14
Trusses regite extreme care ti PaMrnthB, hnnd�np, shippMg, InstalUnp and Refer to and
fotto. the tatest edition of BCSI IBullAng component Safety Information, by TPI ns�caa for safety
�'�-"'��'.�
s'i'' E8 8 '•." +s
TC DL PSF
Fraeilces Fx'bm' to performing these fnsnctions. Installers shall provWe brainp per HCSL
inless noted other.ise, top chard shall have attached struct 1 shea anti bona+ chid
.. cza w?562 i$
"'n 4
property
shall have a properly attached rW celthp. Locations shown for pernanent lateral restraint of .ebs
shall have hwckV installed per BCS1 sections 23. 97 ar BIs, u applicable. ApN plates to each face
r
y z
BC DL PSF
DRWG STRBRIBR1014
of truss and ppo ns dam above and an the Joint Details, ess mated imam.
Refs to INN-Z for
^ q7 s YAT°c of Z
BC LL PSF
droving. standud plate positions.��'
to .4, �'
,w lrtiUGOMa1PiY
a dvhdon of ITV Building Con or ruts Inc. shatt not be
tfus dra g p resporor f far any drvlation from
.Fg, airy Foll to the Avss In ornanc..Mln AllSL7P1 1, or for emrmup, sh¢ptng,
+ r ii 6'a*'
TOT. LD. PSF
anal dna of trnoses,
f s.es
r,##pn#aa9
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satlon is
A sent an this a'a�.fn�pv,.ar cover Imarq the a'a indicates
etnp, of Pe'
for deslip *an —
f� - =eSyam
`DM'•98fF5D&t��"� "�'�`ffi�
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OUR. FAC. 1.00
13389 Lakefront Drive
e�M . �� W i i SeG�2.
SPA( iNG
Earth O ,MO 63NS
tv
For more Informati n see thb�Job's aI notes nrd this eeb nT
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