HomeMy WebLinkAboutTRUSSa m2ev
0 Mponents, uc
,
SCANNED
.. .......... . - --By.
RANEY� Compoah" County Cover Sheet
199 0 Independence Blvd. Order #
�roveland, FI 34736 �CEIVIED
I
Phone: (352)429-9429 Fax: (352)429_7429
Printed: Fri, Aug 25 201
Job Information:
Adariii.
Customer Name:
Creekside Lot 111
DR Horton
3108 Yellowstole Dr
Description:
City, State, Zip;
4EGB Galen 2432 "D" OL OW
Ft.
Loading information:—
tte and L N b
Perfffi` Ing"Mep"'Urtment
—St. Lucie County, FL
RoofLoads:
Floor Loads:
TC Live: TC Dead:
BC Live:
BC Dead:
TC Live:
TC Dead. BC Live:
BC Dead:
20
0
10
4Resi
40
10 0
5
Bldg. Code:
Wind Sidi-`
Wind Type:
Win peed. Bldg. Useage: Building Type:
FBC 2014 RES
ASCE 7-10
160 'i e
ential -CAT 11 C
MWFRC & C&C W/M
Pages or sheets covered by this sea] from: 1 thru 48 Total 48
# DESCRIPTION SEGNO # DES IPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEONO
1C
1 Al 2
5 A5 6
9 A9 10
13 Bi 14
17 L2 18
21 MV2 22
25 EJ3L 26
29 BJlL 30
33 FTI 34
37 FT5 38
41 FT9 42
45 FT13 46
3 A3
4
A4
7 A7
8
A8
11 All
12
Al2
15 B3GE
16
Ll
19 M5
20
Mvi
23 MV4
24
EJ7
27 BJ3
28
Bit
31 CJ3L
32
FG1
35 FT3
36
Fr4
39 FT7
40
FT8
43 FT11
44
FT12
47 FTG2
48
FTG3
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File Copy
Page 1 of I
RANEY�COMPONENTS
,,,yanev 1990 1 Independence Blvd.
Gr veland, FL. 34736
0 0,
111 nentsLLc Phone: (352) 4 9-9429 * Fax: (352) 429-7429
Cover Sheet
Order #
JOB # 136DCS1 11
Printed: Thu, Mar 30 2017
—Job Information:
ddress:
EOR Name and License Number:
customer Name:
Creekside Lot 111
DR Horton
108 Yellowst4 Dr
Description:
City, State, Zip:
4EGB Galen 2432 "D" OL OW
Port St Lucie, FL
—Loading Information. -
RoofLoads: Floor Loads:
TC Live: TC Dead: BC Live: BC Dead., TC Live: TC Dead., BC Live: BC Dead:
20
7
0
1- 0
40
10
0
J
5
Bldg. Code., Wind Std: WindSpeed. Bldg. Yseage: Building Type: Wind Type:
FBC 2014 RES ASCE 7-10, 161 Residential - CAT 11 C IVIWFRC & C&C w/M
I
Pages or sheets covered by this seal,frorn: I thru 48 Total 48
# DESCRIPTION SEQNO UPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al 2 A� 3 A3 4 A4
5 AS A 7 A7 8 A8
1
9 A9 1 0 A'�'i D I I All 12 Al2
13 BI 14 B� 15 83GE 16 Ll
17 L2 18 M5GB 19 M5 20 mvi
21 MV2 22 mvp 23 MV4 24 EP
26 EJ3L 26 BJ� 27 BJ3 28 Bil
29 BJ1 L 30 ci 31 WK 32 FGI
33 FT1 34 FT 35 FT3 36 FT4
37 US 38 FT 39 FT7 40 FT8
41 FT9 42 FTI 43 FT1 1 44 FT1 2
45 FTI 3 46 FTG 47 FTG2 48 FTG3
Digitally signed by Manuel Martinez
ManueDN:,:=US, .=IdenTrust ACES Business
Representative, ou=M AND E
ASSOCIATES P.A., cn=Manuel Martinez,
'111j"110, It ' t�
�,0.9.2342.19200300.100.1.1=AO10969000
IWO 401
N 001,,304798E219000OA517
Z' b
e: 2017,03.30 15:59:03 -04'00'
Adobe Acrobat DC version:
2015.006.30280
6. �04 82
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File Copy
Page I of I
Job Number: 136DCS111 Ply: 1 SEQN: 746610 / TIO / 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 � I ... / ... 03/30/17
0
ED
-T3
Tl 0"
� �10--
14712
6�1 2
'3 1 2610" 338"
6413 T1 0"
2?47'� 1 2--7
E-5X6
111iX4 —=��6 =— 4-X1 0 =—��10 �X(3 111�X4
�1'4 2'� 2
7Z::::Il 1 4 2� 21 19'5"3 2,;'.. ig, AL
Loading Criteria (ps�
Wind Criteria
Snow Criteria (Pg, Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WndStd: ASCE7-10
Pg:NA Ct:NA CAT:NA
PPDeflectionin locL/defl 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 /629 /782 /357
/5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.263 F 999 180
H 1321 / 591 /714 / -
/ -
BCOL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.049 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.110 1 - -
B MinBrgWdthReq= 1.6
NCBCLL: 10.00
Mean Height: 22.46 ft
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.575
Bearing B is a rigid surface.
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 ft
Rep Factors Used: Yes
Max Web CSI: 0.843
Maximum Top Chord Forces Per Ply (lbs)
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):
I IA-B
27 0 E-F
1251 -1790
Wnd Duration: 1.60
WAVE
VIEWVer: 15.01.01.0402.19
B-C 1336 -2386 F-G
1138 -1834
Lumber
C-D 1123 -1832 G-H
1381 -2403
Value Set: 13B (Effective 6/1/2013)
D-E 1256 -1789
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 "'1313" uses design values
B-N 2056 -1069 K-J
2071 -1093
approved 1/30/2013 by ALSC
N-M 2053 -11369 J - 1
2071 -1093
Hangers / Ties
M-L 2053 -1069 1 - H
2074 -1093
L-K 1331 -533
(J) Hanger Support Required, by others
Loading
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
0" VIA.
N-C 296 -21 E-K
T73 -�65
clearance.
L
C 436 -579 K-F
312 -259
D-L 314 -262 K-G
480 -599
Wind
44
L-E 768 - 5CA G - 1
300 -36
Member design based on both MWFRS and C&C.
zStAU IF:
ji
- 69j65`:F6
—, .-6 �-
Printed -Pi.s
thcS%%,1 Ut�mairnbn�64�mLtbn virifkd
apl-
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
**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
Com onent Safety Information, �by TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary
b,.,ipngyer BCSI,Unless note'd otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attache n idcefliny,. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 orgio
as applicabe. App y Flates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. kefer to'
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW BuildinyrComponents 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, shippiny, installation and bracing oftrusses.A seal on this drawing or cover page
3
listing this drawino, indicates acceptance 9f proessionam engineerin responsibility solely for the design shown. The suitability
and use ofthis rawing for any structure is the responsibility of the Lilding Designer per ANSIrTPI I Sec.2.
For more information see this iob's tieneral notes paqe and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.orq: SBCA: www.sbcindustry.com; IM www.iccsafe.org
Job Number; 136DCSI 11 Fly: 1 SEQN: 746611 1 T9 COMN
4EGB Galen 2432 "D" OL OW/DR Horton AEGB Galen 2432 D" OL O\� Qty: 1 FROM: AH DRW:
Truss Label: A2 Wgt: 228.2 lbs ... / ... 03/30/17
267-1
"2 �4 4,1 "6 "1" 3 '8"
0 14-2-12 16-1"0" 1 1 �L 1
2.74 2.i, 5 �i�
7�11 64"12
12
6 F;-,-
T
-WN
E=5X6
11112X4 D 5X8
(a) �H 11W6,
(a) "16X6
j
0710(1 �:'Z�WO
F
0 M
W1 1 K-
3X6(Al)
L.- r-1 T S R Q P N L
1112X4 —3X6 —=4X10 —4X10 1112X4 1112X41114XIO
4'3':4 '2" 2 52"' 11 5-6-7
A 5
ZQ 2 12 1 12471721 I'l - —'1 1 12'�3�'-.'-- 2 371
Loading Criteria (ps� Wind Criteria Snowl Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WndStd: ASCE7-10 Pg: �A Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R /U IRw /Rh /RL 1W
TCDL: 7.00 Speed: 160 mph Pf.- NA Ce: NA VERT(LL): 0.293 G 999 240 B 1332 /628 /7BI /357 /5.5
BCLL: 0.00 Enclosure: Closed Lu: + Cs: NA VERT(TL): 0.679 G 5B9 1BO K 1271 / 590 /712 / - /5.5
BCDL: 10.00 Risk Category: 11 SnoW Duration: NA HORZ(LL): 0.160 L Wind reactions based on MWFRS
EXP: C HORZ(TL): 0.371 L B Min Brg Width Req = 1.6
Des Ld: 37.00 Mean Height: 22.46 ft
NCBCLL: 10.00 TCDL: 4.2 psf Code Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.525 Bearings B & K are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.758
Spacing: 24.0 C&C Dist a: 3.37 ft Rep 11actors Used: Yes Max Web CSI: 0.920 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/R�: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 WAV�, HS FVIEWVr, 15.01.�1.0402.19 B-C 1334 -2279 G-H 2014 -3348
Lumber C-D 1121 -1715 H - 1 2009 -3394
Value Set: 13B (Effective 6/1/2013) D-E 1 251 -1669 1-1 3226 -5506
E-F 1229 -1650 J - K 1435 -2356
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
:W1 1, W1 2, W1 3 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "1313" uses design values B-T 1961 -1067 Q-P 40 -22
approved 1/30/2013 by ALSC T-S 1958 -1067 O-M 4938 -2684
Bracing S-R 1958 -1067 N-L 77 -44
M. R-Q 1244 -533 L-K 2045 -1171
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
Maximum Web Forces Per Ply (Ibs)
web member. Same species & SR13 grade or better,
attached with 8d Box or Gun (0.11 TW.5",min.) nails Webs Tens.Comp. Webs Tens. bomp.
No, 04171.82
j@ 6" oc.
T-C 295 -21 O-P 65 -2
C-R 437 -590 O-G
Plating Notes 209 -223
D-R 309 -254 0'- 1 1224 -2086
(1) - plates so marked were sized using 0% R-E 708 -555 I-M 1726 -1024
Fabrication Tolerance, 0 degrees Rotational STAT E OF E-Q 676 -527 M-N 21 -19
Tolerance, and/or zero Positioning Tolerance
0. Q-F 856 -1305 M-L 3531 -2021
Wind 0 Q-0 1630 -773 M-i 3168 -1668
Member design based on both MWFRS and C&C. F-0 2415 -1353 L-J 1695 -2926
o.pfm
—WARNING— READANDFOLLOWAL
**IMPORTANT** FURNISH THIS DRAWNG TO ALL
Trusses require extreme care in fabricating, handling shipping, in
Component Safety Information, by TPI and SBCA) or sa ety pract
bracingTer BCSI. Unless noted otherwise,top chord shall have pr(
attache id ceili L ations shown for permanent lateral restr
n
as applicab%'�. AppY� �1acs to each face of truss and position as
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall no
i Fji i, or tor ti
acceptance
any structure
"Y'r plis 4 tit,
SERIAL �: .
;,FF513 B1,B0 B&7F 48 00 99 2E 95flB
thontg'.tim �cd. m�-.t be ,erlfkd exi ay
ON THIS DRAWING!
'TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
o performing these functions. Installers shall provide temporary
,hed structural sheathing and bottom chord shall have a pro erly
s shall have bracing inslalled per BCSI sections B3 B7 or 910
ive and on the JoinfDetails, unless noted otherwis4. Nefer to'
isible for any deviation from this drawing,any failure to build the
ind bracing of trusses.A seal on this drawing or cover page
uresponsibility solely for the design shown. The suitability
ilding Designer per ANSIrTPI I Sec.2.
neitwxorn: TPi: WWWAI)instora: SBCA: www.sbcindustN.com, ]CC, �Amsafp,
r W
Job Number: 136DCS1 11 Ply: 1 —TSEQN: 746612 / TS / HI
4EGB Galen 2432 "D" OL OW /DR Horton AEGB Galen 2432 "D" OL OW Qty: 1 ��OM: AH DRW:
Truss Label: A3 Wgt: 235.2 lbs I ... 03/30/17
J96.7 15
15, 18'!" 4 2� 0"4 211-l" 338"
3., 4� R� T -
1,:'.4 2�1
7z; it 60:1 77- 4" 1'5"9 KW17
t T
73
555XIO -Z5X12
n E F
1112X4 =-4X4 111iX4 1dX4 Ilk'10
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
WindStd: ASCE7-10
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: 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 ft
Loc. from endwall: not in 9.00 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
:W1 2, W1 3, W1 4 2x4 SP #1:
Lumber value set "l 313" 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 Bid Box or Gun (0.1 13"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.
Wind
Member design based on both MWFRS and C&C.
4'3"5 2-1" 1 3'6"4 1 -3' 5'67
11 1 18,8.. 1 i�71 5 115.19
12' 14'1" 1 25" 26-7.1 �� 33-8"
11 '012
"61 - 2 28"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE, HS
Defi/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.365 G 999 240
VERT(TL): 0.842 G 475 180
HORZ(LL): 0.213 M - -
HORZ(TL): 0.491 M - -
Creep Factor: 1.5
MaxTCCSI: 0.610
Max BC CSI: 0.935
Max Web CSI: 0.955
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.19
6(Al)
A Maximum Reactions (Ibs)
Loc R /U IRw /Rh /RL /W
B 1331 1630 1791 1- /337 15.5
K 1333 / 628 /789 /- / - /5.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.6
K Min Brg Width Req = 1.6
Bearings B & K are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B
27 0
G-H
2079 -3356
B-C
1388 -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 Sot 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) It
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 -3$58
D-S
538 -577
1 - N
2883 -1635
E-S
623 -533
N-0
33 -27
S-F
195 -200
N-M
3774 -2144
F-R
.285 -498
N-J
4184 -2301
F-P
2382 -1424
M-i
1889 -3250
R-P
1473 -711
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISk THIS DRAWING TO'ALL CONTRACTORS INCLUDING THE INSTALLERS
s
,n
a division of ITW BuildiaComponents 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, shippiny, installation and bracing oftrusses.A seal on this drawing or cover page
this drawing, indicates acceptance of pro essiona ejiygmeerj,�g responsibility solely for the design shown. The suitability
ie ofthis rawing for any structure is the responsibility of the uilding Designer per ANSIITPI I Sec.2.
'ia
Job Number: 136DCSI 11 1 Ply: 1 SEQN: 746613 / T15 / HIPS .1
4EGB Galen 2432 I'D" OL OW /DR Horton AEGB Galen 2432 I'D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A4 I Wgt: 205.'8 lbs � ... / ... 03/30/17
T1 0"2 14'2"U 15' �8'8" 1�'4 26915 3 �'08.:'
T1 W2 64" 9 64"11 1
E=SX6 =5X8F ,
1112X4
1112X4
E
12
6 F,-,-
1�i 5X6
5X6 C
3X6
t 7�3 A(
=4X4(A2
P 0 N M L K
1112X4 3X6 --3XB _3X4 =_3X8 --3X6 1112X4
� '1 1
2 1 4"' "4 27-12 1 2'�'� 2,74 4 ST4.
?7::::112
I T T_
1�, 1 14212' 1,.. 1 T-5 4 1 RN-F 1 5' '1 -4 33 P A
Loading Criteria (psf)
Wind Criteria
Sn6w Criteria (Pg,Pf in PSF)
Defil/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WndStd: ASCE7-10
Pg: I NA Ct:NA CAT:NA
PPIDefiectionin locL/defl U#
Loc R / U /Rw /Rh /RL
/W
TCDL: 7.00
Speed: 160 mph
Pf: �A Ce: NA
VERT(LL): 0.105 D 999 240
B 1332 /632 /792 /321
/5.5
BCLL: 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
Sri I Duration: NA
or
AORZ(LL): 0.046 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
Mean Height: 22.00 ft
HORZ(TL): 0.107 1 - -
B Min Brg Width Req = 1.6
NCBCLL: 10.00
TCDL: 4.2 psf
Cricie I Misc Criteria
Creep Factor: 1.5
1 Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 lost
BIdg Code: FBC 2014 RES
Max TC CSI: 0.556
Bearing B is a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI �td: 2007
Max BC CSI: 0.548
Spacing: 24.0
C&C Dist a: 3.37 ft
ReplFactors Used: Yes
Max Web CSI: 0.665
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/jT:20(0)/1 0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
PI t Type(s):
A-B 27 0 E-F
1108 -1389
Wind Duration: 1.60
WaA E
VIEWVer: 15.01.3�
B-C 1399 -2279 F-G
1330 -1662
Lumber
C-D 1184 -1712 G-H
1193 -1714
Value Set: 13B (Effective 6/1/2013)
D-E 1340 -1663 H-1
1436 -2292
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 "'1313"
uses design values
B-P 1962-1142 M-L
1385 -697
approved 1/30/2013 by ALSC
P-0 1958 -1141 L-K
1972 -1143
Hangers I Ties
%%jit,111111iltIt
O-N 1958 -1141 K-J
N-M 1384 J-1
1972 -1143
1975
(J) Hanger Support Required,
by others
-MA"' 0',
-704
-1143
e;e
Wind
;0W
Maximum Web Forces Per Ply (Ibs)
Member design based on
both MWFRS and C&C.
Webs Tens.Comp. Webs
Tens. Comp.
No 0414'
Z
P-C 300 -21 M-F
183 -173
14
C-N 441 -594 F-L
651 -672
- D N -246 L-G
358
355 -24o
N-E 652 -572 L-H
E-M 186 H-J
478 -609
STATE
OF
-174
303 -36
mi
40015A38:FF 51381-BOBB�7FASDOS9-21E'85�FB�
and
apl
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**[.MPORTANT** FURNISH THIS DRAWING TO ALL cdNTRACTORS INCLUDING THE INSTALLERS
russes require extreme rare in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building
omponent Safety Information, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary.
bracin er BCSI. Unless noted otherwise,top chord shali have properly attached structural sheathinq and bottom chord shall have a pro
c erly
atta he ri id ceilin . Locations shown forpermanent lateral restraint lot webs shall have bracing inslalled perBCSI sections B3, B7 or910
a pplica e. App y Flates to each face at truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to' U4
drsaawings 16DA-Z fbr s andard plate positions.
Alpine, a division of ITW Build in�Components Group Inc. shall not belresponsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shippiny, installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing, indicates acceptance of' 3 essiona engineerin-q responsibility solely for the design shown. The suit2bility
and use of this rawing for any structure is Koresponsibility of the Building Designer per ANSIITPI I Sec.2.
For more information see this iob's ceneral notes rian. nd th... h lit- Al PINP- I .1,,in.i— TOF � .... �, �;# Q A - � ...... . .......
K
�Job Number: 136DCSI 11 Ply: 1 SEQN: 746614 / T14 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 11 FROM: AH DRW.
Truss Label: A5 � Wgt: 182.0 lbs � ... / ... 03/30117
b
13
13'
617
,-5X6
16'10" 7 338"
3-10" '7
1 3'-11:: 5?1 7 T1 WE
JNX4 3k(5�3X8 =_ikEl�_3X(3 11&4
:3 T4"8 18:'61,�
::::�l 3 7%
Z7 12' G 42 20'64 21 -1 421'T
!;2
Loading Criteria (ps�
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WndStd: ASCE7-10
Pg:NA Ct:NA CAT:NA
PPDeflectionin locL/defi Lj#
Loc R I U /Rw /Rh /RL /W
B 1336 /635 /796 /282 /5.5
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.106 E 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.245 E 999 180
H 1272 1597 /728 /-
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.046 1 - -
Wnd reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.107 1 - -
B Min Brg Wdth Req = 1.6
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 21.50 ft
Creep Factor: 1.5
H Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.569
Bearing B is a rigid surface.
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 9.0o ft
FT/RT:20(0)/l 0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 E-F 1190 -1548
GCpi: 0.18
Plate Type(s):
VIEWVer: 15.01.01.0402.19 1
Wnd Duration: 1.60
WAVE
B-C 1426 -2278 F-G 1257 -1797
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
Hangers I Ties
(J) Hanger Support Required, by others
Wind
Member design'based on both MWFRS and C&C.
—lid
mdAw
C-D 1253 -1795 G-H 1446 -2291
D -. E 1198 -1547
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
B-N 1959 -1166 K-J 1970 -1167
N-M 1956 -1165 J-1 1970 -1167
M-L 1956 -1165 I-H 1973 -1168
L-K 1604 -877
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
N-C
258 -21
E-K
147
-152
C-L
414 -524
K-F
546
-3-70
D-L
543 -353
K-G
430
-540
L-E
147 -154
G-1
262
-36
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAW NGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attached ri5id ceilin,?,. Locations shown forpermanent lateral restraint of webs shall have bracinq inslailed per BCSI sections B3, B7 or 910
as applicab e. App y Flates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Nefer to' ale
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Buildinj�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, shippiny, installation and bracing of1russes.A seal on this drawing or cover page
3
listing this drawing, indicates acceptance 9f proessiona engineeri responsibility solely for the design shown. The suitability
and use ofthis raw! ng for any structure is the responsibility of theluild 1 ng Designer per ANSI1TPl 1 Sec.2.
— - ;-- — . ;- .... 1 4 fh— ...h �;- A 1 PIPdr. — W..i� TPI- � t,i,,t _RRC!A- � qhHnr1fm rnm- 1r.r.- � irfp nrn
Job Number: 136DCS1 11
Ply: 1
SEQN: 746615 T7 HIPS
4EGB Galen 2432 "D" OL OW/DR Horton 14EGB 1en 22 OL OW
City: I
FROM: AH
DRW:
Truss Label: A6
Wgt: 182.0 lbs
... 03/30/17
9
'3
7:1190��9
V:7 TTOT 3?20�: 5?1
o5X6 =-3X4
D E
12
t
6 F—,-
3X4C
>G
�'-,21X4
3X 3(Al) B
A
R
3
�21X 6(Al)
1
0
N M L K
i
III 2X4
=3Xa3X6
III 2X4
1 3
4-3" 7�
Q::13
112'11:48 T5"_1'?'3
12'� 43112 io 6.4 43-
Z P
Loading Criteria (pso
Wind Criteria
S I Criteria (I'g,Pf in PSF) Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WndStd: ASCE7-10
Pg: N Ct: NA CAT: NA PP Deflection in loc L/defl Lj#
Loc R / U /Rw /Rh /RL
/W -
TCDL: 7.00
Speed: 160 mph
Pf, Nr 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 / 634 /796
/5.5
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
Mean Height: 21.50 ft
HORZ(TL): 0.107 J - -
B Min Brg Width Req = 1.6
NCBCLL: 10.00
TCDL: 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 de: FBC 2014 RES Max TC CSI: 0 . 539
Bearings B & H are a rigid surface.
Load Duration: 1.25
Spacing: 24.0
MWFRS Parallel Dist: h/2 to h
C&C Dist
TPI St 2007 Max BC CSI: 0.472
Rep Factors Used: Yes Max Web CSI: 0.443
Maximum Top Chord Forces Per Ply (lbs)
a: 3.37 ft
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
A-B 27 0 E-F
1186 -1543
Wind Duration: 1.60
lype(s):
WAVE VIEWVer: 15.01.01.0402.19
B-C 1415 -2273 F-G
1240 -1790
Lumber
C-D 1240 -1790 G-H
1414 -2273
Value Set: 13B (Effective
6/1/2013)
D-E 1186 -1543 H - 1
27 0
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 "l 313" uses design values
B-0 1955 -1099 L-K
1952 -1130
approved 1/30/2013 by ALSC
O-N 1952 -1099 K-J
1952 -1130
Wind
N-M 1952 -1099 J-H
M-L 1599 -838
1955 -1131
Member design based on
both MWFRS and C&C.
'64 ,
"M
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Nd 0,471: jo:.
O-C 258 -21 E-L
146 -152
C-M 415 -525 L-F
541 -352
D-M 541 -352 L-G
415 -525
M-E 147 -152 G-J
258 -22
40 015A 3&H-513 81' BO EFBii 4� 6�i� -k 95,,FB:
. �Uth , en "dan' d.
li�"w,*A,k,z�2uthentii2iidritodi A'.,( 'a vadik:f�w;i4d��irak-'
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
**IMPORTANT** FURNISH THIS DRAWNG TO ALL CONT�RACTORS INCLUDING THE INSTALLERS
eq e e e e e in b ca n h nd n hi n n a lin' and b a ing, Refer to and follow the latest edition of BCSI (Building
ca ti c
F 0 't e'form ng these functions. Installers shall provide temporary
a 'y a 2 e ac es 0
or p d tucu"
tiache s ral sheathinq and bottom chord shall have a progerly
s a ' P' t c I p
0 s
sha I h e p e t' a
a , y b h 11 have bracinp inslalled per BCSI sections B3, B7 or 10,
t I I a I v 'op
n ter. e ta n we s
nen e n m n , b an CA d position as how� above and on the Join Details, unless noted otherwise. fRefer to
T I S ' 'd
S I s m t 0 Ytherw e P h
e C S Unle s noted 0 is to c 0
how fo enman.
d e n L cat. ns s n
p 7 y V I te. to each f.. 0 truss an
1 b e- A -
60A Z and d late positions
f p
division f ITW B.,Idn Corn orients G,.0 p I n.. shall not be responsible for any deviation from this drawing,any failure to build the
. '.. . wit S I PI 1 0, f. Ii g , s pp, 1, , st 11 t. . 'acing ,
nf n e h . AN ' hand n h n n a - n ndb of trusses.A seal on this drawing or cover page
this draw, . 0, irid .at . ... tarce of '. ess'..a .g,.e.,i n a responsibility solely for the design shown. The suitability
of t 1. raw,. g for any t., is t '..p... ility of t uil irig Des
h e e b he d signer per ANSI1TPI 1 Sec.2.
I I
Job Number: 136DCS1 11 Ply: 1 SEQN: 746616 / T6 / HIPS
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A7 Wgt: 176.4 lbs � ... / ... 03/30/17
'7' 1 ?i8 33-8"
710? 5 �20:; 3?1 Tl 01
7:11914
1112X4
4(A2)
1112X4 =-3X6=-3X4 1112X4
'T-4 4-10" 4-10" 1 7'8"12 1
i f; 1 16'10" 2 1'8" i22 33-8"
�7:Z�112 1 11 i TY4
h �2 25'11"4
Loading Criteria (psq
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WindStd: ASCE7-10
Pg:NA Ct:NA CAT:NA
PPDeflectionin locL/defl L/#
Loc R /U /Rw /Rh /RL
/W
TCDL: 7.00
Speed: 160 mph
Pf., NA Ce: NA
VERT(LL): 0.116 E 999 240
13 1334 / 636 / 793 /258 15.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.266 E 999 180
H 1334 1636 /793 /-
/5.5
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
TCDL: 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)/l 0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
- B 27 0 E-F
1405 -1935
Wind Duration: 1.60
WAVE
VIEWVer: 15.0
B-C 1438 -2270 F-G
1364 -1935
Lumber
C-D 1365 -1935 G-H
1438 -2270
Value Set: 13B (Effective 611/2013)
D-E 1405 -1935 H-1
27 0
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 "'! 313"
uses design values
B-P 1950 -1119 M-L
1677 -923
approved 1/30/2013 by ALSC
P-0 1948 -1118 L-K
1677 -923
Wind
O-N 1677 - B91 K-J
1 M -1150
4%
A`
OX A
N-M 1677 -891 J-H
1950 -1150
Member design based on both MWFRS and C&C.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
W. d 047. 8 1
P-C 240 -25 M-F
355 -257
C-0 360 -430 K-G
360 -:430
D-O 405 -280 F-K
405 -280
D-M 355 -257 G-J
240 -27
IZZ
E-M 317 -361
i _Aw
7 IV 1A
iiintedcoolp, 'I Wstic�Maniwo not considered Op. ad jnrl oaaInd
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
—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 an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
at
"I'll,
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attach fli L ations shown for permanent lateral restraint of webs shall have bracing ins . Tailed per BCSI sections B3, B7 or 910
n
as appli.b9le. ceiipn
pT� fla=e. to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. lRefer to'
drawings 160A-Z f6r s andard 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 Pl. 1, or.forhandling, shippin,7, installation and bracing oftrusses.A seal on this drawing or cover page
sting this drawir gineerm The suitability
10, indicates acceptance 9f pro essionat I _q responsibility solely for the design shown.
.'Ind use of this rawing for any structure is the responsibilinty of the Building Designer per ANSIITPI 1 Sec.2.
Por more information see this job's general notes page and these web sites: ALPINE: www.alpineitv.com; TPI: www.tpinsLorg; SBCA: www.sbcindustry.com; IM www.iccsafe.org
Job Number: 136DCS1 11
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 D" OL OW
Truss Label: A8
Ply: 1 SEQN: 746617 / T1 3 /HIPS
Qty: 1 FROM: AH DRW:
Wgt: 176.4 lbs I . ... / 03/30117
1 11 1 16'10.1 �2' 33'8"
va 5.101. 1 71 "'1 7'10"8
7:111
1112X4
0=6X6 E
12 :,�M4 C G '-13X4
10
—4X4(A2) B H —4X4(A2)
71 :01
0 N M L K J I
1112X4 =3X4—=3X6 �U8 —3X6=-3X4 1112X4
Q2 3'3"4 4-10" 1
2 16'10"' —0 i"A
::1 11. 440 3'3"4 12 P
12' 25'11"4
Loading Criteria (ps� Wind Criteria Sno Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WindStd: ASCE7-10
Pg: N� Ct: NA CAT: NA PP Deflection in loc L/defi Lj# Loc R /U - /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce- NA VERT(LL): 0.115 E 999 240 B 1336 /637- /793 /242 /5.5
BCLL: 0.00 Enclosure: Closed Lu: N� Cs: NA VERT(TL): 0.267 E 999 180 H 1272 1600 /725
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.046 1 - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.106 1 - B Min Brg Width Req = 1.6
NCBCLL: 10.00 Mean Height: 21.001ft Code Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = -
Soffit: 2.00 TCDL: 4.2 psf Bldg gode: FBC 2014 RES Max TC CS 1: 0. 574 Bearing B is a rigid surface.
BCDL: 5.0 psf
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 FIctors Used: Yes Max Web CSI: 0.305 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FTIRT120(0)/l 0(0) Mfg Specifi . ad Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate'il pe(s): A-B 27 0 E-F 1423 -1941
Wind Duration: 1.60 WAVE VIEWVer: 15.01.01.0402.19 B-C 1450 -2274 F-G 1374 -1945
Lumber G- D 1377 -1939 G-H 1459 -2288
Value Set: 13B (Effective 6/1/2013) D-E 1423 -1941
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 "l 313" uses design values B-0 1954 -1185 L-K 1684 -953
approved 1/30/2013 by ALSC O-N 1951 -1185 K-J 1684 -953
Hangers / Ties N-M 1681 -958 J-1 1966 -11.87
M-L 1681 -958 1 - H 1969 -1187
(J) Hanger Support Required, by others MAP. fz`�-
A". F
W .'' I ;e Maximum Web Forces Per Ply (Ibs)
Wind
Webs Tens.Comp. Webs Tens. Comp.
Member design based on both MWFRS and C&C.
top W
0417 O-C 240 -25 L-F 354 -251
C-N 360 -430 J-G 372 -448
W
D-N 405 -279 F-J 415 -286
D-L 358 -259 G - 1 245 -43
- E L 318 -362
-WARNING- READ AND FOLLOW ALL N OTIES ON THIS DRAWN G!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
n
a division of ITW Buildin)�Components Group Inc. shall not be re�ponsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shippiny, installation and bracing of trusses.A sea] on this drawing or cover page
this drawin , indicates acceptance qf proifessionR engineering responsibility solely for the design shown. The suitability
;e of this grawing for any structure is the responsibility of the uildinq Desiqner i3er ANSIITPI I Sec.2.
Job Number: 136DCSI 11
Ply: 1
SEQN: 746618 T1 2 HIPM
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW
Qty: I
FROM: AH
DRW-.
Truss Label: A9
Wgt: 187.6 lbs
... 03/30117
f�8�: 15714 21.; "6 1 33-8"
6714 2 60 64"10
�.q
1112X4 --3X4
D=6X6 E =5X8F G =4X6 H
12
6
1-12X4 C (a) M
=-3X3 A
7�3 A( E3
_
L'-'5x8 1=2 60,
N M L K
=3X4 —3X6 3X8
3' 3,2" 4 6' 510"14 6'1 T
1
—2-
9. - i I F -_T - i_ i 5 -,
.2 4 1� 27'6"14 i"8
Loading Criteria (ps� Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximu'm Reactions (Ibs)
TCLL: 20.00 WndStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDeflectionin locL/defl L/# 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 /5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 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: C HORZ(TL): 0.092 J - - B Min Brg Width Req = 1.6
NCBCLL: 10.00 Mean Height: 20.50 ft Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Wdth Req = -
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.446 Bearing B is a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.606
Spacing: 24.0 C&C Dist a: 3.37 ft 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)/l 1)(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. 0 B-C 1508 -2363 F-G 1441 -2187
Lumber C-D 1378-2125 G-H 945 -1438
D-E 1685 -2355
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP #3
Lumber value set "l 313" 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
M-L 185B - 1307 J-1 0 0
Bracing
4V
(a) Continuous lateral restraint equally spaced on A
Maximum Web Forces Per Ply (lbs)
"T"
member. Or 1x4 reinforcement. 80% length of Webs Tens.Comp. Webs Tens. Comp.
web Same species & SRB better,
member. grade or
8d Box Gun 13"x2.5",min.)naiIs
attached with or (0.1 C-N 256 -232 F-K 350 -421
@ 6" oc. D-L 614 -385 K-G 876 -574
N-D 362 -120 G-J 702 -�Al
Hangers Ties
E-L 306 -352 J-H 1795 -1179
(J) Hanger Support Required, by others L-F 177 -153 H-1 851 -1217
Wind V!w JgUVE OF
Member design based on both MWFRS and C&C.
ft
Right end vertical not exposed to wind pressure.
ORA
ONXV.
40:0� �A 85TIB.-
Pii,!L7 uz. q's. A�l
. ti.6
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNGI
**IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Com anent Safety Information, by TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary
bracip'g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
Locations for lateral webs shall have bracinp installed BCSI sections B3 B7 orglo
shown permanent restraint of per
attached rigid ceilmy,.
asapplicabe. Appy ates to each face at truss and position as shown above and on the Join Details, unless noted otherwis6. kefer to'
3 1
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW BuildinA 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, shippiny, installation and bracing of trusses.A seal on this drawing or cover page
The
listing this drawing, indicates acceptance 9f pro essionq engmeeri�g responsibility solely for the design shown. suitability
and use of this rawing for any structure is the responsibilitV of the uilding Designer per ANSI1TPl I Sec.2.
lFor more information see this lob's general notespage and these.web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; Sack www.sbcindustry.com; IM www.iccsafe.org
Job Number: 136DCSI 11
4EGB Galen 2432 "D" OL OW/DR Horton /4EGB Galen 2432 WOLOW
Truss Label: Al 0
Ply: 1 SEQN: 746619 / T5 / HIPS
Qty: 1 FROM: AH DRW:
Wgt: 166.6 lb ... I ... 03/30/17
1"""
24-8"
29:.
4:::: :F4"
Tl 0"
7-10"
08""'
555XB
5 X8
1112X4 Z�5X8
D
D
E
F
12
12
6
6
Z�QX,IC
'12X4
G 02X4
>- 2X4
fC
—3X6(Al) 'B
A
�f
'H
—3X6(Al)
E3
N M
L K
=3X4 3X6
—_3X8 3X6 3X4
3' 4'1
1 3:8
9:8
2' 16""
2N 2�
3i Ai
Loading Criteria (psq
Wind Criteria
Sno Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WindStd: ASCE7-10
Pg: N Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
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 /784 /218 /5.5
BCLL: 0.00
Enclosure: Closed
Lu: N� Cs -NA
VERT(TL): 0.345 E 999 180
H 1334 / 759 /784 /5.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.049 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
Mean Height: 20.50ift
I
HORZ(TL): 0.113 J
B Min Brg Width Reg = 1.6
NCBCLL: lo.00
TCDL: 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 Oode: FBC 2014 RES
Max TC CSI: 0.623
Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI St�: 2007
Max BC CSI: 0.667
Spacing: 24.0
C&C Dist a: 3.37 ft
Rep F ctors Used: Yes
Max Web CSI: 0.638
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT� 1 20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Tj�pe(s)'
A - B 27 0 E-F 1671 -2393
Wind Duration: 1.60
WAVEI
VIEWVer: 15.01.01.0402.19
I B-C 1539 -2346 F-G 1415 -2121
Lumber
L; - D 1416 -2121 G-H 1539 -2346
Value Set: 13B (Effective
6/l/2013)
D-E 1671 -2393 H-I 27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Sot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens. Camp.
Lumber value set "1313" uses
design values
B-N 2047 -1248 L-K 1860 -1064
approved 1130/2013 by ALSC
N-M 1860 -1032 K-J 1860 -1064
Wind
M-L 1860 -1032 J-H 2047 -1279
Member
design based on
both MWFRS and C&C.
%
Maximum Web Forces Per Ply (lb S)
Webs Tens.Comp. Webs Tens. Comp.
C-N 245 L-F
ZZ
-211 616 -425
D-N 385 -117 F-J 385 -117
D-L 616 -425 J-G 244 -211
. *w
E-L 395 -467
:OF
ijkne6-d —led
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca�e in fabricating, handlinp, shi ping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b� TPI an SBCA) or ME ty practices prior to performing these functions. Installers shall provide temporary
bracingTer BCSI. Unless noted o) herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attache rigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCS] sections B3, 137�or
t
f
as applicab a. App y �Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. e erltoo' OF VS, ife
drawings 16OA-Z fbr s andard plate positions.
Alpine, a division of ITW Buildin)�Components Group Inc. shall not be re
sponsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shippirly, insta ati6n and bracing of trusses.A sea[ on this drawing or cover pa e
listing this drawing, indicates acceptance 9f pro essiona enginee in responsibility solely for the design shown. The su
and use of this rawing for any structure is the responsibility oft e uilding Designer per ANSI1TPI I Sec.2. tability
For more information see this job's general notes page and these web sites: ALPINE: ww%�alpineitmcom: TPI: www.tpinstorg; SBCA: www.sbCindustry.com; IM www.iccsafe.org
Job Number: 136DCSI 11 Ply: 1 SEQN: 746637 / Tl 1 HI
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: All Wgt: 229.6 lbs ... 03/30/17
18.9111
A
V�l lifl,0"6 6101' 2 33-8"
8
'.15 9.7 +Vl
I Ill..l 1 3.9 0111 T
1 oxi 0
3X4 1112X4 =-H0710 -3GX10
�21XM4 TWO
12
C
TCD
D E F
C
(TC3) I
T6 F�77-
13
j�4X6(A 3)
=_-06(A3�
E3 -
= 6e
-4X
4X6' 3)
3 A
S
R Q P 0
N M
-1114X4
=_4X6-_H0710 _=3Xl0 3X10
--H0710 =-4X6 1114X4
1 2
17:1
i
�7'11 1 IT 3'111 "3
2'11 W6 1 3711 1
71"12 1
.1 i
I F. 9" 18,91,10
21'8" 26'6"4
33-8" i
2'110"6
�2
14'10"6
11"9
Loading Criteria (pst)
Wind Criteria
TCLL: 20.00
WindStd: ASCE7-10
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: 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: 3.37 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x8 SP #1
Webs 2x4 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 pif at
0.00
TC- From 56 plf at 0.00 to 56 pff at
7.00
TC- From 119 plf at 7.00 to 119 pff at
26.67
TC- From 56 pif at 26.67 to 56 plf at
33.67
TC- From 56 plf at 33.67 to 56 plf at
34.67
BC- From 4 plf at -1.00 to 4 pff at
0.00
BC- From 20 plf at 0.00 to 20 plf at
7.00
BC- From 44 plf at 7.00 to 44 plf at
26.67
BC- From 20 plif at 26.67 to 20 plf at
33.67
BC- From 4 pif at 33.67 to 4 plf at
34.67
BC- 462 lb Conc. Load at 7.00
BC- 464 lb Conc. Load at 26.67
Loading
#1 hip supports 7-0-0 jacks with no webs
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1 -0-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl1CSI Criteria
A 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): 0.319 F 999 240
B 2651 /1445
/5.5
Lu: NA Cs: NA
VERT(TQ: 0.743 F 538 180
J 2652 /1446
/5.5
Snow Duration: NA
HORZ(LL): 0.071 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.165 L
B Min Brg Width Req = 3.1
Code / Misc Criteria
Creep Factor: 1.5
J Min Brg Width Req = 3.1
Bldg Code: FBC 2014 RES
Max TC CSI: 0.895
Bearings B & J are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.792
Rep Factors Used: No
Max Web CSI: 0.737
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A-B 27 -23 F-G
3755 -7013
WAVE, HS
VIEWVer: 15.01.01.0402.19
B-C 2912 -5369 G-H
3755 -7013
C-D 3342 -6235 H-1
3343 -6236
D - E 3755 -7012 I-J
2913 -5371
E-F 3755 -701 2 J -K
27 -23
,ifinted apin 61 tl�" �.Mwdzlc �6t unlld.lzd i1p.6 j.d i�kd
Md
apfm
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-S
4754 -2554
O-N
S-R
4783 -2563
N-M
:332 :340
332 340:
R-Q
6331 -3408
M-L
4785 -2565
Q_P
6331 -3408
L - J
4755 -2555
P-0
7082 -3813
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Corpp.
C-S
678 -213
F-0
1.13 -137
C-R
1935 -1037
G-0
303 -320
R-D
T74 -1122
O-H
905 -461
D-P
905 -462
H-M
T73 -14122
E-P
303 -320
M - 1
1934 -1036
P-F
114 -137
L-1
679 -214
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme rare in fabricating, handling, shipping, in§talling and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary.
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a progerly
id iIi Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections P3,.137�or t
)i ec. ceAl I pin f
.p?� plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise e erltoo'
6OA-Z fbr standard plate positions.
a division of
rice wan AN -tit/ I V1 i, or Tor n
in indicates acceptance
; 1--awing for any structure
see this job's general notes page anc
iis drawing,any failure to build the
on this drawing or cover page
ie design 2h.w. . The suitability
Job Number: 136DCS111
I
Ply: 1
SEQN: 746638 / T3 / HIPM
4EGB Galen 2432 "D" OL OW /DR Horton AEGB Galen 2432'D" OL OW
Qty: I
FROM: AH
DRW:
Truss Label: Al2
Wgt: 235.2 lbs
... 03/30/17
7� 1
12'5"12 1 17'8" 2'1,0 1
1
8.'j2,' 5 33,8"i
L
L .E I
65"12 57-4 T-951 3
5
%12X12
1113X4=_5X6
=_6X6
C
12
D E F G
H =-7X
,
T6
TC1
W (a) W1
Z_,'M
--4X ' 6�(A3)) B
=4X6(A3J)
'4
A
P
0 N M L
K
11 4X6
i0xio _-3X10 =_H0710=_6X6
=5XI2 111016
7�1 1
4'10"4 � i 5'8- !Y-4
56A 1 I
1�:112
2 1
12' TTI" 2 3?1"�l
8'8"5 331ill A
F
Loading Criteria (psf) Wind Criteria
Sno Criteria (Pg,Pf in PSF) Def1/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00 WindStd: ASCE7-10
Pg: N� Ct: NA CAT: NA PP Deflection in loc L/defl U#
Loc R / U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 160 mph
Pf. NA Ce: NA VERT(LL): 0.322 E 999 240
B 2631 /1434 /5.5
BCLL: 0.00 Enclosure: Closed
Lu: N� Cs, NA VERT(TQ: 0.753 E 534 180
J 2758 /1480
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.066 C - -
Wind reactions based on MWFRS
Des - - - EXP:C
Ld: 37.00
HORZ(TL): 0.154 C - -
B Min Big Width Reg = 3.1
Mean Height: 20.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Code Misc Criteria Creep Factor: 1.5
J Min Brg Width Reg = -
Soffit: 2.00 BCDL: 5.0 psf
Bldg (lode: FBC 2014 RES Max TC CSI: 0 . 863
Bearing B is a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI St�: 2007 Max BC CSI: 0.774
Spacing: 24.0 C&C Dist a: 3.37 It
Rep F ctors Used: No Max Web CSI: 0.815
Maximum Top Chard 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 Ype(s):
A B 27 -23 E-F 3767 -7034
Wind Duration: 1.60
WAVE HS VIEWVer: 15.01.01.0402.19
B-C 2892 -5341 F-G 3767 -7034
Lumber
Load" 1
g
C-D 3516 -6562 G-H 3238 -6057
Value Set: 13B (Effective 6/1/2013)
#1 hiplZpports 7-0-0 jacks with no webs.
D-E 3767 -7034 H-1 1974 -3694
Top chord 2x6 SP #1 :TC1 2x4 SP #1:
Bot chord 2x8 SP #1
Left si e jacks have 7-0-0 setback with 0-0-0 cant
and 1 0-0 overhang. End jacks have 7-0-0 setback
Maximum Bot Chord Forces Per Ply (lbs)
Webs 2x4 SP #3 :W8, W1 0 2x4 SP #1:
with 010-0 cant and 1 -0-0 overhang. Right side jacks
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "'1313" uses design values
have 0-0-0 setback with 0-0-0 cant and 0-0-0
B-P 4730 -2538 M-L 6160 -3313
approved 1/30/2013 by ALSC
overh ng.
P-0 4762 -2547 L-K 3882 -2097
Bracing
,
O-N 6643 -3579 K-J 9 -6
(a) Continuous lateral restraint equally spaced on
N-M 6160 -3313
member. Or 1x4 "T" reinforcement. 80% length of
Maximum Web Forces Per Ply (Ibs)
web member. Same species & SRB grade or better,
attached with Bid Box or Gun (0.1 13"x2.5", min.) nails
Webs Tens.Comp. Webs Tens. Comp.
@ 6" oc.
0 71,
C-P 715 -203 G-L 856 -1181
Special Loads
A
C - 0 2140 -1151 L-H 2602 -1365
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56
O-D 749 -947 H-K 1411 -2148
D-N 464 -223 K-1 4375 -2336
pif at -1.00 to 56 plf at 0.00
.TC- From 56 plf at 0.00 to 56 plf at 7.00
STATE-, OP.
E-N 550 -598 I_J 1507 -2635
TC- From 119 plf at 7.00 to 119 pif at 33.67
N-G 1037 -539
BC- From 4 plf at -1.00 to 4 pif at 0.00
BC- From 20 1 7.00
0.00 to 20
plf at plf at
BC- From
44 plf at 7.00 to 44 plf at 33.67
BC- 462 lb Conc. Load at 7.00
Hangers / Ties
(J) Hanger Support Required, by others
t7F -00�991E85_1713,
Wind
Tbr�jt.m �.na Mciffy, Wd
ib"C��h a A,
1 9
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
thAiSWA1,16URIMMU I Ndrk Od� AL66' 4d 0,
-WARNING- READ AND FOLLOW ALL N OTES ON THIS DRAW NG!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CON TIRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building
Component Safety Information, by TPI SBCA),
an c
or sa
.p,
bracingTqr PCSI. Unless noted olherwise,top chord shall
E
ety practices prior to performing these functions. Installers shall provide
have pr attached structural sheathing and bottom chord shall
temporary
have a pro erly 111ey
attache n.9id ceilin,?,. Locations shown for permanent lateral restroperly
9
as applicab e. Ap aint ofwebs shall have bracinp inslalled per BCSI sections B3 B7 or 10 We it,
p y to each face of truss and position as shown above and on the Join Details, kefer
Flates
drawings 160A-Z fbr s andard plate positions.
unless noted otherwis�.
to'
tAlpine, a division of ITW Buildin,�Components Group Inc.
in
shall not be re'sponsible for any deviation from this drawing,any failure to build the
r.u.
's conformance with ANSI PI 1, or for handling shippin I )racing of trusses.A seal on this drawing or
ay, insta lation and 1:
listing this drawing, indicates acceptance 9f proYession ji�pgine6ring responsibility solely for the design shown.
and use of this rawing for any structure is the responsibility of the uilding Designer per ANSI/TPI I Sec.2.
cover page
The suitability
,
For more information see this job's general notes page and these web sites: ALPINE: wm�alpineitwxom: TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsafe.org
IJob Number: 136DCS1 11
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW
Truss Label: BI
66-9
5-6--9
!I)
zo
-T3
10,81,
FV77
Ply: 1 SEQN: 746620 / T1 / COMN
Qty: 3 FROM: AH DRW.
Wgt: 106.4 lbs
1 597 21'4"
5'� "-7 616,19
D=-4X6
1112X4 —=5XS 1112X4
03/30/17
5-T-3 WV
10.81�
�-4 13 1� --3 2
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CS1 Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi Lj#
Loc R I U IRw /Rh /RL /W
B 867 /535 1516 /245 /5.5
F 867 1535 1516 /- 15.5
Wind reactions based on MWFRS
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
VERT(LL): -0.064 1 999 240
VERT(TL): 0.097 1 999 180
HORZ(LL): -0.025 H - -
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
EXP:C
Mean Height: 20.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
HORZ(TL): 0.042 H
Creep Factor: 1.5
Max TC CSI: 0.465
Max BC CSI: 0.296
Max Web CSI: 0.286
Mfg Specified Camber:
B Min Brg Width Req = 1.5
F Min Brg Width Req = 1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
A-B 27 0 D-E 1076 -962
GCpi: 0. 18
Plate Type(s):
VIEWVer: 15.01.01.0402.19
Wind Duration: 1.60
WAVE
B-C 1338 _ 1379 E-F 1339 _ 1379
Lumber
Value Set: 13B (Effective 611/2013)
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
Wind
Member design based on both MWFRS and C&C.
— 40
14, 04'7182�-
IITATe, OF
41 N,
i�A,iiFl�,511 k',BO 03F 48 0&99-2F 8�.1`13
�kx� Id =�d- vmiv� t�� M.n�j M:h� rtin"
j.d , �wikd
Vial
C-D 1076 -962 F-G 27 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
B-J 1180 -1016 1 - H 1177 -1033
J-1 1177-1016 H-F 1180 -1033
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
J-C 208 -9 I-E 544 -425
C-1 544 -425 E-H 208 -11
D-1 515 -496
**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
c e
Component Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracingTer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attache njid ceilmy. L ations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910
oc unie
as applicab a. App y Flates to each face of truss and position as shown above and on the Joinf Details, ss noted otherwis6. fRefer to' VIC
drawings 16CA-Z fbr s andard plate positions.
Alpine, a division of ITW Buildin,�Components Group Inc. shall not be responsible for any deviation from this drawing,ariy failure to build the
truss in conformance with ANSI PI 1, or for handling shippiny, installation and bracing of trusses.A seal on this drawing or cover p?ige
"sting this drawin , indicates acceptance (?f prwessionRi_ engmeerm respons,ibility solely for the design shown. The su itability
and use of this Orawing for any structure is the responsibility of the Ouilding Designer per ANSIITPI 1 Sec.2.
---- --- —A -- -- — 116 ...... k �i-- Al DIM=- —... W—i— -- T01- . f�i—f -- -qRr.A- � h,ind—t� -- Mr.- � irnqmfp n-
A 3
Job Number: 136DCS1 11
Ply: 2
SEQN: 746640 / T4 COMN
4EGB Galen 2432 "D" OL OW /DR Horton 14EGB Galen 2432 D OL OW
Qty: I
FROM: AH
DRW:
Truss Label: B2
Wgt: 152.6 lbs
... 03/30/17
10 "" 1 4'0 '3 '9
�R6��:
,
3'9"4 �'4" -'4 3 4"'3 3N"5 NA8
E 1114X6
_-_6X6 D
12 5X6 D F ---5X6
2
6
EO
3 X 4 C04 W5 G ��4X4
>
=-4X6(A3 =_� 5X 6 (C 2)
=-4X6(A B H
3, =H0308(C2)
2:3 A
Li
Ij
M L K i C2 I
(�J
1112X4 1115xio -_12X12 5X 8 1113XIO
3'4"12
3�� 1 37"1 3T'� �'4"2
3'4"l 2
101P i34 4 3 17-11-4
21'4'-'
Loading Criteria (psi)
Wind Criteria
Snow criteria (Pg, Pf in PSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WindStd: ASCE7-10
Pg: NA Ct: NA CAT: NA
�A
PP Deflection in loc L/defl L/#
Loc R /U /Rw /Rh /RL
/W
TCDL: 7.00
Speed: 160 mph
Pf: Ce: NA
1
VERT(LL): 0.171 J 999 240
B 5255 /2860
/5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.385 J 655 180
H 7973 /4006
/5.5
BCDL: 10.00
Risk Category: 11
Sri Duration: NA
t
HORZ(LL): 0.044 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP:C
Mean Height:'20.92 ft
HORZ(TL): 0.100 1 - -
B Min Brg Width Req = 3.1
NCBCLL: lo.00
TCDL: 4.2 psf
Cod I Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = 4.0
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.673
Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist'. 0 to h/2
TPI td: 2007
Max BC CSI: 0.747
Spacing: 24.0
C&C Dist a: 3.00 ft
Re 'a _t.r. Used: No
Max Web CSI: 0.678
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/R .20 (0)/10(0
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate ype(s):
A-B 13 -13 E - F
2252 -4246
Wind Duration: 1.60
WAV��. HS
VIEWVer: 15.01.01.0402.19
B-C 2921 -5436 F-G
2962 -5705
Lumber
C-D 2974 -5538 G-H
3576 -7017
Value Set: 13B (Effective 6/1/2013)
D-E 2243 -4233
Top chord 2x4 SP #1
Bot chord 2x8 SP #1 :BC2 2x8 SP SS:
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3:W5 2x4 SP #1:
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "1313" uses design values
B-M 4854 -2603 K-J
4970 -2577
approved 1/30/2013 by ALSC
M-L 4862 -2610 J-1
6231 -3174
Nallnote
L-K 4830 -25154 1 - H
6280 -3195
Nail Schedule:0.128"x3", min. nails
Maximum Web Forces Per Ply (Ibs)
Top Chord: 1 Row @12.00" o.c.
NSS
N,
Webs
Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)
FEN %
Tens.Comp. Webs
Tens. Comp.
Webs : I Row @ 4" o.c.
M-C 128 -168 K-F
832 -1700
Use equal spacing between rows and stagger nails
0471 ld��
C-L 78 -32 F-J
1780 -812
in each row to avoid splitting.
4" o.c. spacing of nails perpendicular and parallel to
L-D 1594 -850 J-G
598 -1260
grain required in area over bearings greater than 4"
aw
D-K 840 -1498 G - 1
1001 -423
E-K 3680 -1893
Special Loads
-(Lumber Dur.Fac.=1.25 Plate Dur.Fac.=1.25)
TC- From 56 at to 56 7.06
plf -1.00 plf at
TC- From 28 plf at 7.06 to 28 plif at 10.67
.4
TC- From 56 pff at 10.67 to 56 pif 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 pif at 10.67
BC- From 10 plf at 10.67 to 10 plf at 21.33
" SERIALA
BC- 2758 lb Conc. Load at 7.06
01 5A-38;FF 513-131BO BB'*4&00S6
BC- 1267 lb Conc. Load at 9.06,15.06
n�a itamhailbeeneleakJACA'Y"
BC- 1272 lb Conc. Load at 11.06,13.06
PE
BC- 1321 lb Conc. Load at 17.06,19.06,20.44
Wind
'Fij.i6a C. p! tfk d�C,Lolant pa n6t canslcipf�d �ign
Wind loads and reactions based on MWFRS.
P f�.,:
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONITRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca�e in fabricating, handling shipping,
Component Safety Information, byTP1 and SBCA) or
bracingTqr BCSI. Unless
installing and bracing. Refer to and follow the latest edition of
sa Ety practices prior to performing these functions. Installers shall provide
BCS] (Building
temporary
noted otherwise,top chord shall have properly lattached structural sheathinq and bottom chord shall
attache riiid ceilin,?,. Locations shown for permanent lateral restraint of, webs shall have bracinp installed per BCS1 sections
have a pro erly
B3, B7 or 910,
as applica6 e. App y Oates to each face of truss and position
drawings 1 60A-Z fbr s anclard plate positions.
.
as shown above and on the Join Details, unless noted otherwise.
kefer to miviien
S. iic
Alpine, a division of ITW Bujldin�Components Group Inc. shall not be rel.ponsible for any deviation from this drawing,any failure to build the
in
russ conformance with ANSI PI 1, or for handling, shippiny, installation and bracing of trusses.A seal on this drawing or
"sting this drawin , indicates acceptance 9f pro essionA engineeri responsibility solely for the design shown.
and use of this Orawing for any structure is the responsibility of It epouilding Designer per ANSIITPI 1 Sec.2.
cover pa e
The su tability
For more information see this ioUs aeneral notes ;aoa and thpspwph �it AlPiNr-
IJob Number. 136DCSI 11 Ply: I SEQN: 746621 / T2 / GABL
4EGB Galen 2432 "D" OL OWIDR Horton /4EG13 Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW.
Truss Label: 133GE � Wgt: 137.2 lbs � ... / ... 03/30/17
iTF
,018..
21-4"
2-8" ---+ 1-4" -j
(TYP)
1 �_,IX4
Loading Criteria (psn
Wind Criteria
TCLL: 20.00
WindStd: ASCE7-10
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: 20.92 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 chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "ll 3B" 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.
Additional Notes
See DWGS A16030ENC101014 & GBLLETIN1 014 for
gable wind bracing requirements.
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)/10(0)
Plate Type(s):
WAVE
21'4"
iLf
21-4"
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.001 H 999 240
VERT(TL): 0.002 1 999 180
HORZ(LL): 0.003 R - -
HORZ(TL): 0.004 R
Creep Factor: 1.5
MaxTCCSI: 0.116
Max BC CSI: 0.034
Max Web CSI: 0.105
Mfg Specified Camber.
VIEW Ver: 15.01.01'.0402.19
tt'jJ9111til ,
.%it 114F
NXI
to
%
No 047182
W.-P 9TATC OF
4z, 0
tit
SERIAL
40.01.5A 38 IFF 513 B1 80 BB.7F 48 00 99 2E 85,FB
rhl& 'tam ..Iedby
' � a SHA4
PE rL. 14c, 9471921 an the date shown 2b&VV =in
Pti.ked CCpiQ&01 thk &<Unent ,anok contidcad di-d-d kd
and tl�o. SRA,' I 2uthentil"Hon code ntLit be variiied an any cloctrark-
Plitu
A Maximum Reactions (lbs), or *--PLF
Loc R / U /Rw /Rh /RL 1W
P* 81 /50 /38 /- /11 /255
Wind reactions based on MWFRS
B Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
27
0
1-1
325
-24
B-C
82
-118
J - K
271
-21
C-D
78
-87
K-L
217
-23
D-E
113
-66
L-M
165
-44
E-F
165
-44
M-N
113
-66
F-G
217
-23
N-0
78
-87
G-H
271
-21
O-P
82
_ 118
H-I
325
-24
P-Q
27
0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
6 -AD
187 -103
X-W
206
-107
AD -AC
196 -104
W-V
205
-106
AC -AB
198 -105
V-U
203
-106
AB -AA
201 -105
U-T
201
-105
AA- Z
203 -106
T-S
198
-105
Z_Y
205 -106
S-R
196
-104
Y_X
206 -107
R-P
187
-103
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp. Gables Tens. Comp.
C -AD
188 -103
W-J
202
-P3
D -AC
96 -65
V-K
165
-73
E -AB
109 -74
U-L
108
-73
F -AA
1013 -73
T-M
109
-74
G-Z
165 -73
S-N
96
-65
H-Y
202 -83
R-O
188
-103
X-1
0 _ 173
—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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
Com . I alley
bracipo per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
aftachedrMidceiIin,?,. Locations shown for permanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3 B7 orgli)
as applicab e. App y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. lRefer to' . . . . . . .
drawings 160A-Z fbr standard plate positions.
Alpine, a division of ITW BuildinhComponents 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, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
3
"sting this draXving, indicates acceptance 9f pro essionaL_ engineering responsibility solely for the design shown. The suitability
and use of this rawing for any structure is the responsibility of the ullding Designer per ANSI/TPI I Sec.2.
,For more information see this OcUs general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: ww%y.iccsafe.orq
Job Number: 136DCS1 11 . I I % Ply: I SEQN: 746630 / T25 I COMN . I
4EGB Galen 2432 "D" OL OW/DR Horton /4EGB Galen 2432 D"OLOW Qty: 2 FROM: AH DRW:
Truss Label: Ll Wgt: 36.4 lbs � ... / ... 03/30/17
5'
5-
10,
5'
12
4 C=-4X4
LO
2M(Al) B D=-2X4(Al)
F-1
3"15 A Li E
F
1112X4
15' 5'
15- 10,
Loading Criteria (pso
Wind Criteria
Sno�, Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WindStd: ASCE7-10
Pg:N� Ct:NA CAT:NA
PP Deflection in loc L/defl L/#
Loc R / U /Rw /Rh /RL /W
TCDL: .7.00
Speed: 160 mph
Pf: NA Ce- NA
VERT(LL): 0.013 F 999 240
B 433 /205 /272 /79 /4.0
BCLL: 0.00
Enclosure: Closed
Lu: N� Cs� NA
VERT(TL): 0.028 F 999 180
D 433 /205 /272 /- /4.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
I
HORZ(LL): -0.004 F - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.009 F
B Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 ft
I
Code Misc Criteria
Creep Factor: 1.5
D Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg qode: FBC 2014 RES
Max TC CSI: 0 . 192
Bearings B & D are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI St�: 2007
Max BC CSI: 0.213
Spacing: 24.0
C&C Dist a: 3.00 ft
Rep F t rs Used: Yes
T,c -
Max Web CSI: 0.078
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT 01(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate pe(s):
A-B 19 0 C-D 470 -638
[Wind Duration: 1.60
WAVEJY
VIEW Ver: 15.01.01.0402.19
B-C 470 -638 D-E 19 0
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Sot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP #1
B - F 575 -351 F-D 575 -351
Webs 2x4 SP #3
Lumber value set "1313"
uses design values
Maximum Web Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Webs Tens.Comp.
Wind
C-F
Member design based on both MWFRS and C&C.
Y,
206 -27
.04 7i
la
- 1. 1- ' I ' i " 06 66-�E 85'�'F'B'
40 015X38:FF 5B,B1,B0 I
�j
and Varlfkd cm �rvfeluctmrjc
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTIRACTORS INCLUDING THE INSTALLERS
efer to and follow the latest edition of BCSI (Building
these functions. Installers shall provide temporary ney
a[ sheathinq and bottom chord shall have a progerly
bracinp installed per BCS] sections B3, B7 or 10,
e Join Details, unless noted otherwise. fRefer to 144
deviation from this drawing,any failure to build the
of trusses.A seal on this drawing or cover page
ility solely for the design shown. The suitability
r, w 1. any s ructure i onsi 11i offl uilding D signer per ANSIITPI I Sec.2.
I
IJob Number: 136DCSI 11 Ply: I SEQN: 746639 / T30 / HIPS � DRW:
4EGB Galen 2432 "D" OL OW /DR Horton AEGB Galen 2432 "D" OL OW Qty * 1 ROM: GM
Truss Label: L2 � Wgt: 44.13 lbs � ... / ... 03/30/17
12
4
to
3"15
3- 7' 10,
3' 41 3'
C=4X6
�_ tX4
111 /-A'+ = )A-+
�- 1, 1 31"12 316"l 2 313'18
A 3'1"12 6'8"8 10,
Loading Criteria (ps�
Wind Criteria
TCLL: 20.00
WndStd: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCOL: 10.00
Risk Category: 11
_37.00
EXP: C
Des LdT
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0
C&C Dist a: 3.00 ft
Loc. from endwall: NA
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 "l 3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate
Dur.Fac.=1.25)
TC- From 55 pif at -1.00 to
55 pif at
0.00
TC- From 55 pif at 0.00 to
55 pif at
3.00
TC- From 59 pif at 3.00 to
59 pif at
7.00
TC- From 55 plf at 7.00 to
55 pif at
10.00
TC- From 55 plf at 10.00 to
55 plf at
11.00
BC- From 4 plf at -1.00 to
4 pif at
0.00
BC- From 20 pif at 0.00 to
20 plf at
3.00
BC- From 24 plf at 3.00 to
24 plf at
7.00
BC- From 20 plf at 7.00 to
20 plf at
10.00
BC- From 4 plf at 10.00 to
4 plf at
11.00
BC- 44 lb Conc. Load at 3.00
BC- 47 lb Conc. Load at 7.00
Loading
#1 hip supports 3-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U /Rw /Rh /RL /W
B 494 / 241 /4.0
Pf. NA Ce: NA
VERT(LL): 0.021 G 999 240
Lu: NA Cs: NA
VERT(TQ: 0.046 G 999 180
E 495 /242 /4.0
Snow Duration: NA
HORZ(LL): 0.006 G - -
Wind reactions based an MWFRS
HORZ(TL): 0.014 G -
Creep Factor: 1.5
B Min Brg Wdth Req = 1.5
E Min Brg Width Req = 1.�
Code / Misc Criteria
Bldg Code: FBC 2014 RES
MaxTCCSI: 0.192
Bearings B & E are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.213
Rep Factors Used: No
FT/RT:20(0)/10(0)
Max Web CSI: 0.040
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
- B 19 -14 D-E 415 -924
Plate Type(s):
VIEWVer; 15.0
WAVE
B-C 411 -926 E-F 19 -14
C-D 373 -889
I .. �� �__ - ?17 1'111�. , � .� - �, ,
4001.5A38:Ff5BBi-BOBB�7F48-00zg9�2E,95,FB
FTMtOd CLVIC101 thktlKXLnfW*,.6i wwn.6 ..d �kdl�
"an-, it oc
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
B-H 861 -377 G-E 860 -381
H-G 875 -372
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 99 0 G-D 106 0
C-G 14 0
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWNGI
**IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Cam nent Safety Information, bV TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
braciphoTer BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attache rigid ceilmy,. Locations shown forpermanent lateral restraint ofwebs shall have bracinp inslalled per BCSI sections B3, B7 or 910
as applicab e. App y ates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to'
drawings 160A-Z for s andard plate positions. 'C'
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, shippin,7, installatio.n and bracing of trusses.A seal on this drawing or cover page
listing this drawin , indicates acceptance 9f pro essionR engineering responsibility solely for the design shown. The suitability
and use of this grawing for any structure is the responsibility of the Eluilding Designer per ANSI/TPI I Sec.2.
see this
Job Number: 136DCSI 11 1 Ply: I SEQN: 675923 / T29 / GABL
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432'D" OL OW City: 1 FROM:JAH DRW:
Truss Label: M5GB Wgt: 25.2 lbs � ... / ... 03130/17
2-13" 4-6" 1 5' 1
2-6" 2' 1 6., 1
12 D E
4
4 OD T
C U�
�=2X4(' 1)B
I �17 M F-1
A Li U U
F
H G
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
WndStd: ASCE7-10
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: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "I 3B"
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.
5.
2-6"
1 4
Sno Criteria (Pg,PfinPSF)
Defi/CSI Criteria
A Maximum Reactions (lbs), or *=PLF
Pg: N�� Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R /U /Rw /Rh /RL /W
Pt. NA Ce- NA
VERT(LL): 0.001 H 999 240
F' 87 /41 /63 /- /17 /60.0
Lu: N� 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
Creep Factor: 1.5
Bearing B is a rigid surface.
Cod I
e � Misc Criteria
Bldg Code: FBC 2014 RES
MaxTCCSI: 0.167
Maximum Top Chord Forces Per Ply (Ibs)
TPI St�: 2007
Max BC CSI: 0.043
Chords Tens.Comp. Chords Tens. Comp.
Rep FIctors Used: Yes
Max Web CSI: 0.086
. A-B 19 0 C-D 13 -74
FT/RT�,20(0)/l 0(0)
Mfg Specified Camber:
B-C 8 -153 D-E 5 -10
Plate
WAVE
�VIEW Ver: 16.01.01 B.061
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
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 289 -115 E-F 2 -11
D-G 239 -81
AQ
M.k.d C.0i
nd th�, S-RA
�Dvjas_'
**WARNING** READ AND FOLLOWALL N
—IMPORTANT** FURNISH THIS DRAWING TO ALL CO
Is 160A-Z'fb
a division of
11PI 1, ortor 1-
acceptance
any structure
as
'im:_ '047102
,$TATIE OF
AV
38 FF 55 81,B0 BB71' 48 00:99 2E 95,FB
Dan alut'ic!flickv �ipee=d ind6y M1 marti-4.
192'Fan the , dn� Sh0..Ab6VV Long a SH.A.1 . � . I
1 cansi&rad dgn,.0 6 I.aAM
1-t h. 40'INd _. anyd"t..k.
ON THIS DRAWNG!
,TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
performing these functions. Installers shall provide temporary
;hed structural sheathinq and bottom chord shall have a pro erly
ape
s shall have bracinp installed per BCS] sections B3, B7 or 910,
,ve and on the Join Details, unless noted otherwise. PRefer to
isible for any deviation from this drawing,any failure to build the
ind bracing of trusses.A seal on this drawing or cover page
ijennsi ility solely for the design shown. The suitability
;1A; -Ma- AK-11 A I
sites:
Job Number: 136DCS1 11 Ply: 1 SEQN: 675915 / T1 6 /MONO
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Oty: 8 FROM: JAH DRW:.
Truss Label: M5 Wgt: 22.4 lbs � ... / ... 03/30/17
12 3^1t
4
to
2X6 D CY)
T- 2X4(Al) B T
A 7"4
III 2X4E
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
WindStd: ASCE7-10
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: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Lumber value set "l 313" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and C&C
418118
418118
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A maximum Reactions (Ibs)
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): -0.014 E 999 240
B 257 /112 /194 /86 /8.0
Lu: NA Cs: NA
VERT(TL): 0.016 E 999 180
D 176 / 93 /110 /- /1.5
Snow Duration: NA
HORZ(LL): -0.006 E - -
Wind reactions based on MWFRS
HORZ(TL):-0.007 E
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: 0.260
Bearings B & D are a rigid surface.
TPI Std: 2007
MaxBCCSI: 0.141
Bearing B requires a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.290
FT/RT:20(0)/10(0)
Mfg Specified C:amber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver: 16.0
A-B 19 0 B-C 43 -103
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-E 70 -152
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-E 82 -33 C-D 980 -439
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, by-TPI an SBCA) or sa Ety practices priorto performing these functions. Installers shall provide temporary
bracipno per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a progerly
attached diid ceilinT,. Locations shown for permanent lateral restraint of webs shall have bracin
p installed per BCSI sections B3 B7 or 10.
as applicab e. App y F,.Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. Nefer to
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Buildin�Components Group Inc. shall not be responsible for any deviation from this drawing,ary failure to build the
truss in conformance with ANSI PI 1, or for handling, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance 9f pro essionA_ engineerin responsibility solely for the design shown. The suitability
and use of this rawing for any structure is the responsibility of the guilding Designer per ANSI1TPI 1 Sec.2.
Eee
Job Number: 136DCS1 11
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432'D" OL OW
Truss Label: MV1
4'1"2
4'1"2
12
6 F7,-
1112X4
—A 11
M
G 1112X4
10'3"10
Ply: I SEQN: 746622 1 T28 / VAL
Qty: 1 FROM: AH DRW:'
Wgt: 50.4 lbs ... 03/30/17
1'9"2 0- T10
4' ! 1�?.8 I
C—_4X4
F
1[12X4
4'T2 4' 1'6"8
4'9"2 8'9"2 10'3"16
Loading Criteria (psq Wind Criteria Sno�. Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
TCLL: 20.00 WndStd: ASCE7-10 I
Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W
TCDL: .7.00 Speed: 160 mph Pf: M Ce: NA VERT(LL): -0.017 G 999 240 A' 76 /44 147 /- /'18 /123
BCLL: 0.00 Enclosure: Closed Lu: NA Cs- NA VERT(TL): 0.023 G 999 180 Wind reactions based on M\AIFRS
BCDL: 10.00 Risk Category: 11 Snow uration: NA HORZ(LL): -0.007 G - - A Min Brg Width Req = -
Des Ld: 37.00 EXP: C HORZ(TL):-0:009 G - - Bearing A is a rigid surface.
NCBCLL: 10.00 Mean Height: 21.78 ft Code � Misc Criteria Creep Factor: 1.5
Soffit: 2.00 TCDL: 4,2 psf Bldg dode: FBC 2014 RES MaxTCCSI: 0.210 Maximum Top Chord Forces Per Ply (Ibs)
BCDL: 5.0 psf I
Load Duration: 1.25 TPI Std: 2007 MaxBCCSI: 0.140 Chords Tens.Comp. Chords Tens. Comp.
MWFRS Parallel Dist: 0 to h/2 I
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fqctors 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)/10(0) Mfg Specified Camber: B-C 43 -63
GCpi: 0.18 Plate T pe(s):
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Maximum Bot Chord Forces Per Ply (lbs)
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 "I 3B" uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1130/2013 by ALSC
B-G 328 -279 D-E 72 -43
Wind i i1i ff. C-F 174 -127
AA2 4--
Member design based on both MWFRS and C&C.
y
4
Right end vertical not exposed to wind pressure.
10
Additional Notes
See DWG VALI 60101014 for valley details. 0471'
STAT �OF
PE K. Lk. 1147f.
-menu,atim
d t f�. S�Aq -Lt
ccpi.. I
--WARNING** READ AND FOLLOW ALL NOTE
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTF
juire extreme care in fabricating, handlinp, shipping, installingla
t Safety Information, by TPI an SBCA) or sa ety practic 1C
BCSL Unless noted otherwise,top chord shall have properly at
ceiling. Locations shown for permanent lateral restraint of
6pply plates to each face of truss and position as shown a
a division of ITW BuildinhComponents
conformance with ANSI P1 1, or for h
this drawing, indicates acceptance
;e of this rawing for any structure
ON THIS DRAWING!
'TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
performing these functions. Installers shall provide temporary
�hed structural sheathiny and bottom chord shall have a properly
ir
s shall have bracinp ins, alled per BCS] sections P3,.B7 or BID,
v
ve and on the Join Details, unless noted otherwise kefer to
6�
sible for any deviation from this drawing,any failure. to build the
ind bracing of trusses.A seal on this drawing or cover page
jniy2mibili solely for the design �hown. The suitability
Job Number: 136DCS1 11 Ply: 1 SEQN:746623/T22/VAL
4EGB Galen 2432 "D" OL OW /DR Horton AEGB Galen 2432 "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: MV2 Wgt: 39.2 lbs ... 03/30/17
:::.2 9"2 �31 0
2 2 4-
Loading Criteria ps� Wind Cr iteria
TCLL: 20.00 WndStd: ASCE7-10
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: 22.28 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 chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l 3B" 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.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A16030ENC101014 & GBLLETIN1014 for
gable wind bracing requirements. .
See DWG VAL1 60101014 for valley details.
C=-4X4
i
G F
i 8'3"10 i
M
212
Snow Criteria (Pg,Pt 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)/10(0)
Plate Type(s):
WAVE
4' 1-6-8
6-9"2 6310
Defl1CSI Criteria
A Maximum Reactions (lbs), or *=PLF
PP Deflection in loc L/defl L/#
Loc R / U /Rw /Rh /RL /W
VERT(LL): 0.004 G 999 240
A' 76 /44 /45 /- /16 /99.6
VERT(TL): 0.005 G 999 180
Wind reactions based on MWFRS
HORZ(LL):-0.006 D - -
A Min Brg Width Req = -
HORZ(TL):-0.006 D - -
Bearing A is a rigid surface.
Creep Factor: 1.5
Max TC CSI: 0.338
Maximum Top Chord Forces Per Ply (Ibs)
Max BC CSI: 0.095
Chords Tens.Comp. Chords Tens. Comp.
Max Web CSI,- 0.092
A-B 56 -245 C-D 67 -20
Mfg Specified Camber:
B-C 47 -60
VIEW Ver: 15.01.01.0402.19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-G 220 -40 F-E 253 -44
G-F 253 -44
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-F 310 -134 D-E 126 -44
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B�G 861 -233
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
**IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
iuire extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI, an SBCA) or sa ety 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 pro 9 erly
iid ceilin,?,. Locations shown forpermanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3 B7 or 10
e. App y Flates to each face o truss and position as shown above and on the Join Details, unless noted otherwis6. hefer to'
30A-Z fbr s andard plate positions.
a division of
I FjI 1, or tor M
acceptance
any structure
iis drawing,any failure to.build the
on this drawing or cover page
Lq.09sign �hown. The suitability
Job Number: 136DCSI 11 Ply: 1 SEQN: 746624 1 T27 I VAL
Qty: 1 DRW:
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW FROM: AH
Truss Label: MV3 I Wgt: 28.0 lbs I ... 03/30/17
4'9'12 6'3" 10
4'9"2 1'6"B
B=-4X4
12
C
6 [F�� I -
1112X4
A: 3X4(DI) 9)
U U
D
E 1112X4 1112X4
6'3"l 0
4'9"2 1'6"B
4�9'2 6'3"10
Loading Criteria (psD Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (lbs), or *--PLF
TCLL: 20.00 WindStd: ASCE7-10 Pg:1 NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf: A Ce: NA VERT(LL): -0.031 E 999 240 A' 76 /29 /42 1- Ill /75.6
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11 Lu: �A Cs: NA VERT(TL): -0.037 E 999 180 Wind reactions based on MWFRS
-- EXP: C Snor Duration: NA HORZ(LL): -0.010 E - - A Min Big Width Reg = -
Des Lci. 37.00 Mean Height: 22.78 ft HORZ(TL):-0.011 E Bearing A is a rigid surface.
NCBCLL: 10.00 TCDL: 4.2 psf Co e I Misc Criteria Creep Factor: 1.5
Soffit: 2.00 BCDL: 5.0 psf Bid Code: FBC 2014 RES Max TC CSI: 0.249 Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Ptd: 2007 MaxBCCSI: 0.184 Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 C&C Dist a: 3.00 ft ReplFactors Used: Yes Max Web CSI: 0.066 A-B 51 -49 B-C 45 -16
Loc. from endwall: not in 9.00 ft FT/�T:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Platq Type(s): Maximum Bot Chord Forces Per Ply (Ibs)
Wrid Duration: 1.60 WA�E VIEWVer: 15.01 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-E 108 -39 E-D 108 -39
Value Set: 13B (Effective 6/l/2bl3)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (lbs)
Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp.
Webs 2x4 SP #3
Lumber value set "1313" 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.
.4.
Additional Notes
See DWG VALI 60101014 for valley details.
4:
MA
been �a ed by
16.1 thk �d=rre.t'are not c.nsid.r* d agne e j.d — Ind
I �iu t�e n t iiii 66'e6� i, �� t �� e 140 dfW 'ot�"'ar"Y' P 10. 1 �ra' ei- 1
—WARNING— READ AND FOLLOW ALL N OTES ON THIS DRAWNG!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, in§talld g and bparfing. Refer to and follow the latest edition of BCSI (Building
c E ctjces�
Com nent Safety Information, by TPI an SBCA) or sa ety pra pr,. to orming these functions. Installers shall provide temporary a
br..ipo per BCSI. Unless noted otherwise,top chord shall have proper y attached structural sheathing and bottom chord shall have a pro erly
attached rigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinp insialled per BCSI sections B3, B7 or 910,
as applicab a. Ap
p y v,,Iates to each face of truss,and position as shown above and on the Join Details, unless noted otherwise. Nefer to
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Buildin�Components Group Inc. shall not be �esponsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shippiny, installhtion and bracing of trusses.A seal on this drawing or cover page
3
listing this drawin , indicates acceptance 9f Xro essionaL engineering responsibility solely for the design shown. The suitability
and use of this grawing for any structure is he responsibi lity ofithe uilding Designer per ANSIITPI 1 Sec.2.
For more information see this ioWs oeneral notes oaae and these web sites- At PINF- www nlni—itw — TPF ww �i—t — qRr.A- — i .... f.
Job Number: 136DCS1 11 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 Wgt: 26.6 lbs � ... / ... 03/30/17
Loading Criteria (pso
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
2'9"2 11 4'3"10
2-9--2 1'6"8
12
6 B--4X4
T
�2 —=3X4(Dl) 11106�(Gl)
A
F1
Li
�111 2X��
Wind Criteria
WindStd: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 23.28 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Stub Wedge 2x8 SP #1:
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL1 60101014 for valley details.
4'3"10
2-9--2
2'9"2
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
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)/10(0)
Plate Type(s):
WAVE
1'0"8
3'9"1 O�
. 6
Defl/CSI Criteria
PP Deflection in loc L/defi L1#
VERT(LL): -0.005 D 999 240
VERT(TQ: -0.006 D 999 180
HORZ(LL): -0.002 D - -
HORZ(TL):-0.002 D
Creep Factor: 1.5
MaxTCCSI: 0.070
Max BC CSI: 0.061
Max Web CSI: 0.052
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.19
A Maximum Reactions (Ibs), or *=PLF
Loc R / U /Rw /Rh /RL /W
A* 75 /27 /37 /- /9
/51.6
Wind reactions based on MWFRS
A Min Brg Width Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per
Ply (lbs)
Chords Tens.Comp. Chords
Tens. Comp.
A-B 63 -27 B-C
59 -15
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A-D 84 -39 D-C
86 -41
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B-D 174 -132
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
I uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
id -Ii Locations shown for permanent lateKal restraint of webs shall have bracinp inslalled per BCSI sections B3,.B7,or 9
t
)i ec. c eA1 I pin ef
.pY� plates to each facjp. of truss and position as shown above and on the Join Details, unless noted otherwise erltoo'
60A-Z fbr standard plate positions.
a division of
i Fi i, or Tor n
acceptance
any structure
is drawing,any failure to build the
on this drawing or cover page
Lq_ftsign phown. The suitability
Job Number: 136DCS1 11 1 Ply: I SEQN: 746629 / T20 / EJAC ' I
4EGB Galen 2432 "D" OL OW /DR Horton 14EGB Galen 2462 "D" OL OW Qty: 25 FROM: AH DRW.
Truss Label: EJ7 \ I Wgt: 23 . 8 lbs � ... / ... 03/30/17
C
12
6
ce)
co
=-2X4(Al) B
AN
D
A
1
1
7'
7'
-A'
Loading Criteria (psfi
Wind Criteria
Sri I ow Criteria (Pg, Pf in PSF)
Defi1CSl Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WndStd: ASCE7-10
Pgj 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� A C : NA
VERT(LL): NA
B 336 /155 /257 /211
15.5
BCLL: 0.00
Enclosure: Closed
1-4NA C:: NA
VERT(TL): NA
D 127 /26 /102
/1.5
BCDL: 10.00
Risk Category: 11
Sri w Duration: NA
HORZ(LL): -0.022 D -
C 171 /169 /85
/1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.031 D -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 20.00 ft
Coile / Mi.. C,iteri.
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldj Code: FBC 2014 RES
Max TC CSI: 0.533
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist 0 to h/2
TPI Std: 2007
Max BC CSI: 0.368
C Min Brg Width Req = -
Spacing: 24.0
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface. -
Loc. from endwall: not in 4.50 ft
FT/F T:20(0)/l 0(0)
Mfg Specified Camber:
GCpi: 0.18
Plat� Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WA�,E
VIEW Ver: 15. 0
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
A-B 27 0 B-C
77 -160
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "l 3B"
uses design values
B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on
both MWFRS and C&C.
**WARNING— READANDFOLLOWAL
**IMPORTANT** FURNISH THIS DRAW NG TO ALL
Trusses require extreme care in fabricating, handlinp, shipping, int
Com.ponent Safety Information, by TPI an SBCA) or sa ety prac!
bracingTer BCSI. Unless noted otherwise,top chord shall have pr(
attache . id -Ii L :ations shown for permanent lateral restr
" c "in "
as applic2e. ceAppY� �ilates to each face of truss and position as
drawings 16OA-Z fbr s andard plate positions.
AlDine. a division of ITW Buildino Comnonents Groun Inr -qhnll nn
i Fj i, or tor nanciiini
acceptance f r '
ctu 9 Ke
any stru re is
M
i�'
ON THIS DRAWING!
�TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
performing these functions. Installers shall provide temporary
;hed structural shpathing and bottom chord shall have a pro erly
s shall have bracing installed per BCS] sections B3, 137�or 9
f t 10'
ive and on the JoinfDetails, unless noted otherwise. e er to
isible for any deviation from this drawing,any failure to build the
ind bracing of trusses.A seal on this drawing or cover page
jj.epp2nsibIIitv solely for the d sign �hown. The suitability
IJob Number: 136DCS1 11 Ply: I SEQN: 746634 / T32 / EJAC ' I
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 3 FROM: GM DRW:
Truss Label: EJ3L � Wgt: 12.6 lbs � / ... 03/30/17
Loading Criteria (ps�
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 "
3 15
V -
12
4
�- 1, 1 31 1
_A� 31 A
Wind Criteria
WindStd: ASCE7-10
Speed:160 mph
Enclosure: Closed
Risk Category: 11
EXP:C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
dcpi: 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 "l 313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
Defil/CSI Criteria
PP Deflection in loc L/defI L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.003 D - -
HORZ(TL):-0.004 D - -
Creep Factor: 1.5
MaxTCCSI: 0.171
Max BC CSI: 0.072
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.19
Yrint
tL I
in'y'electiank.
T
LO
A Maximum Reactions (Ibs)
Loc R JU 1Rw /Rh /RL /W
B 190 / 87 /151 1- /57 /4.0
D 49 /7 /38 /1.5
C 62 /43 /25 /1.5
Wnd reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Wdth 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 19 0 B-C 20 -61
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
?uire extreme care in fabricating, handling, shipping, in§talling and bracing. Refer to and follow the latest edifion of BCSI (Building
Safety Information, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
- BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
-Ii Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections P3, B7 0
)i ec. ceAl I pin
p?� plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise fZferlto'
6OA-Z for standard plate positions.
a division of
i m i, or Tor nanaung ,
acceptance 91' proYe
any structure is the re
ral notes page and these web
iis drawing,any failure to build the
on this drawing or cover page
ie design �hown. The suitability
Job Number: 136DCS1 11 1 Ply: 1 SEQN: 746628 / T17 / JACK .1
4EGB Galen 2432 "D" OL OW/DR Horton /4EGB Galen 2432'D" OL OW Qty: 6 FROM: AH DRW:
Truss Label: BJ5 Wgt: 16.8 lbs I ... 03/30/17
=2X4(Al) B
T-3 A
12
6 F,-,-
C
LID
D
51
51
A
Loading Criteria (pso
Wind Criteria
Sno Criteria (Pg,Pfjn PSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WindStd: ASCE7-10
P g: N17" Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R 1U /Rw /Rh /RL /W
TCDL: 7.00
Speed: 160 mph
Pf., Nr Ce: NA
VERT(LL): NA
B 263 /123 /208 /155 /5.5
BCLL: 0.00
Enclosure: Closed
Lu: N �� Cs: NA
VERT(TL): NA
D 90 /17 /70 /1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.010 D
C 119 /115 /58 /1.5
Des Ld: 37.00
EXP: C
Mean Height: 19.50 ft
HORZ(TL):-0.012 D
Wnd reactions based on MWFRS
—
I
NCBCLL: 10.00
TCDL: 4.2 psf
Code Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0 . 329
D Min Brg Wdth Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI St I d: 2007
MaxBCCSI: 0.182
C Min Brg Width Req = -
Spacing: 24.0
C&C Dist a: 3.00 ft
I
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: not in 4.50 ft
FT/RT120(0)/1 0(0)
Mfg Specified Camber:
GCpi: 0. 18
Plate I
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
7pe(s):
WAVE
VIEWVer: 15.01,01.0402.19
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-B 27 0 B-C 53 -126
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "l 313"
uses design values
B-D 0 0
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and Ck.
,;.4
**WARNIN& READ AND FOLLOWALL
**IMPORTANT— FURNI THIS DRAWNG TO ALL C
a division of
rIHI 1, or tor V
acceptance
any structure
as
6 041 . 142,
S DRAWING!
INCLUDING THE INSTALLERS
j.. Refer to and follow the latest edition of BCSI (Building
ming these functions. Installers shall provide temporary
ictural sheathinq and bottom chord shall have a pro erly
iave bracinp inslalled per BCSI sections B3, B7 or 910,
on the Join Details, unless noted otherwise. Nefer to
r any deviation from this drawing,any failure to build the
:ing of trusses.A seal on this drawing or cover page
,nsibili solely for the design shown. The suitability
n-MK- .-A-1- � - I
Job Number: 136DCSI 11 Ply: I SEQN: 746627 / TI 8 / JACK
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 6 FROM: AH DRW:
Truss Label: BJ3 � Wgt: 12.6 lbs � ... / ... 03/301177
Loading Criteria (pso
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
,-T-
4"3
V
101
�- 1, J, 31 1
A 31 -A
Wind Criteria
WndStd: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 19.00 It
TCDL: 4.2 lost
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based, on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Bid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.004 D
HORZ(TL):-0.004 D
Creep Factor: 1.5
MaxTCCSI: 0.183
Max BC CSI: 0.075
Max Web CSI: 0.000
Mfg Specified Camber:
VIEWVer: 15.01.01.0402.19
T
SO
CD
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 193 / 95 /162 /101 /5.5
D 51 18 /42 /1.5
C 64 162 /28 /1.5
Wind reactions based on MWFRS
B Min Brg Wdth 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
4
nw�m,i&,.d dp.6-d—I.d
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING]
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of ITW BuildinhComponents 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, shippiny, installation and bracing of trusses.A seal on this drawing or cover page
this drawing, indicates acceptance qf pro essionq pigmeerin responsibility solely for the design shown. The suitability
;e of this drawing for any structure is the responsibiliV of the guilding Designer per ANSI/TPI 1 Sec.2.
IJob Number: 136DCS1 11 Ply: 1 SEQN: 746626 / TI 9 1 JACK
4EGB Galen 2432 "D" OL OW/DR Horton 14EGB Galen 2432 D"OLOW Qty: 6 FROM: AH DRW.
Truss Label: BJI Wgt: 11.2 lbs � ... / ... 03/30/17
12
=2X4(Al) B
-T-
4113
7 A
C
f -F
co
C) Lo
D
4 1 1 - I - 1 1 - 1
1� A: 1 - -A
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
WindStd: ASCE7-10
Pg: A Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U /Rw /Rh /RL
1W
TCDL: 7.00
Speed: 160 mph
Enclosure: Closed
Pf: NA Ce: NA
VERT(LL): NA
B 150 /87 /146 /49
/5.5
BCLL: 0.00
L.: N1 Cs: NA
VERT(TL): NA
D 11 / 11 /19
/11.5
BCDL: 10.00
Risk Category: 11
SnoW Duration: NA
HORZ(LL): 0.001 D - -
C -14 /29 /27
/1.5
Des Ld: 37.00
EXP: C
I
HORZ(TL): 0.001 D - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 18.50 ft
TCDL: 4.2 psf
Code 11 Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
MaxTCCSI: 0.171
D MinBrgWjdthReq= -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
MaxBCCSI: 0.016
C MinBrgWidthReq= -
Spacing: 24.0
C&C Dist a: 3.00 ft
Rep IF ctors Used: Yes
t,
Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc. from endwall: Any
FTIR :20(0)/10(0)
Mfg Specified Camber:
GCpI: 0. 18
Plate ype(s):
Maximum Top Chord Forces Per Ply (Ibs)
.
Wind Duration: 1.60
WAVj
VIEWVer: 15.01.01.0402.19
Rhords Tens. Comp. Chords
Tens. Comp.
Lumber
A-B 27 0 B-C
29 -19
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "'I 3B"
uses design values
B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
I A
**WARNING** READ AND FOLLOWALL N
**IMPORTANT— FURNISH THIS DRAWING TO ALL CO
3 require extreme care in fabricating, handlinp, shipping, installil
nent Safety Information, by TPI an SBCA) or sa ety practices
L'ie BCS. Unless noted otherwise,top chord shall have proper
ce Ilin Locations shown for permanent lateral restraint
ie Ai p P?� plates to each face of truss and position as sho
is 160A-Z for standard plate positions.
a division of ITW BuildinhComponents Group Inc. shall not be
conformance with ANSI PI 1, or for handling shipping, inst@l
this drawinor indicates acceptance of Kofessionai ie
0 e guir
;e f this awing for any structure is responsib 0
06 Wfaz
,$Tot- OF
ON THIS DRAVONGI
�TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
3 performing these functions. Installers shall provide temporary
:hed structural sheathin and bottom chord shall have a progerly
773
s shall have bracinq ins;qalled per BCS] sections B3 B7 or 10.
'IS�gayej
,ve and on the JoinfDetails, unless noted otherwis6. kefer to
G,!xv.,zems
isible for any deviation from this drawing,any failure to build the
ind bracing of trusses.A sea[ on this drawing or cover page
i-opoilFibility soldy.tqLft�jqsign �hown. The suitability
Job Number: 136DCS1 11 Ply: I I SEQN: 746633 / T31 / JACK
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 4 FROM: GM DRW:
Truss Label: BJ 1 L � Wgt: 11.2 lbs I ... / ... 03/30/17
-T-
3"15
T
UA
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
Wind Std: ASCE7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
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 by ALSC
Wind
Member design based on both MWFRS and C&C.
12
4
=2X4(Al)B
it
� I -� I
A- A
11
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R /U /Rw /Rh /RL /W
B 147 /100 1133 /29 /4.0
Pt. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
D 10 / 11 /19 /1.5
Snow Duration: NA
HORZ(LL): 0.000 D
C -13 /24 /26 /1.5
HORZ(TL): 0.000 D
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
MaxTCCSI: 0.172
D MinBrgWidthReq= -
TPI Std: 2007
MaxBCCSI: 0.018
C MinBrgWdthReq= -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s): I
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
WAVE
I
VIEWVer: 15.0
A-B 19 0 B-C 20 -9
.
0
,00 *S
-$TAT8 Z.-F
SERLAL k
40 01,5k3&IFF �13 bl-BO BB'71F :48 00 99 2E 85 FB
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp._
B-D 0 0
cansi�erzd Ognea and �Ivd
and
"&mvt P. wrlfld rPj.k<ti4r"
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAW NG!
—IMPORTANT— FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, inptalling and bracing. Refer to and follow the latest edition of BCSI (Building
onent Safety Information, by TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary
Com
br.ci'ngTer BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro
gerly
attache rijid ceilmy'. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3, B7 or 10,
I
asapplical5e. Appy utes to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to
drawings 160A-Z fbr s andard plate positions.
Alpine, a division ofITWBuildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSAPI 1, or for handling, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
listing this draXving, indicates acceptance of pro essiona� engineering responsibility solely for the design shown. The suitability
and use of this rawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
--;. i-1. — ... I —.. -- ..A th— ..h �if— Al 131mrz. .. 'W—i� — TP1- � tnin,f r,- qRr.A- � nhrincitintm r.nm- ICC- � i—fa om
Job Number: 136DCS1 11 Ply: 1 SEQN: 746635 / T26 / HIP_ ' I
4EGB Galen 2432 "D" OL OW/DR Horton 14EGB Galen 2432 D"OLOW Qty: 3 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 lbs � ... / ... 03/30/17
63"
6'3"
12
4.24 IE:7
2X4(Al) B
4'3 A
9110,11
37'
D
K�00 3�X4�C'���
3
t t
1112&4 �5X6 F E
6-1 "4 3'2" 16"'1 �
6-1 "4 9'3"4 -1-9, 1 6ki
Loading Criteria (psq Wind Criteria Sno Criteria (Pg,Pf in PSF) Defil/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WndStd: ASCE7-10 Pg: N . A Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.014 G 999 240 13 326 /199 /- /- /7.8
BCLL: 0.00 Enclosure: Closed Lu: A Cs: NA VERT(TL): 0.032 G 999 180 E 410 /176 /0 /0 /1.5
BCDL: 10.00 Risk Category: 11 Sri � Duration: NA HORZ(LL): 0.004 F - - D 168 /163 /- /- /1.5
Des Ld: 37.00 EXP: C 01 HORZ(TL): 0.009 F - - Wind reactions based on MWFRS
Mean Height: 19.99 ft I
NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5
Soffit: 2.00 Bldg 6.de: FBC 2014 RES Max TC CSI: 0.316 E Min Brg Width Req = -
BCDL: 5.0 psf I D Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.308 Bearing B is a rigid surface.
Spacing: 24.0 C&C Dist a: 3.00 ft Re' �actors Llosed: No Max Web CSI: 0.247
0)/1 C
Loc. from endwall: NA FT/R 20( 0) Mfg Specified Camber:
GCpi: 0.18' Plate ype(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEWVer: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 9 -8 C-D 72 -74
Value Set: 13B (Effective 6/1/2013) B-C 382 - 63B
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 "1313" uses design values B-G 578 -337 F-E a 0
approved 1/30/2013 by ALSC G-F 570 -339
Loading
Maximum Web Forces Per Ply (Ibs)
Hipjacksupports 6-11-8 setback jacks with no,webs.
Webs Tens.Comp. Webs Tens. Comp.
Ot
Wind G-C 181 0 C-F 406 -684
Wind loads and reactions based on MWFRS.
oo--i�a
A
—WARNING" READ AND FOLLOWALL N
**IMPORTANT** FURNISH THIS DRAWING TO ALL CO
a division of
11111 1, ortorh
acceptance
any structure
as
ON THIS DRAWNG!
'TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
performing these functions. Installers shall provide temporary lwy
have a pro
;hed structural sheathinq and bottom chord shall erly
s shall have bracinp installeduper BCSI sections B3, 67 or 910,
ve and on the Join Details, nless noted otherwise. Nefer to
isible for any deviation from this drawing,any failure to build the
ind bracing oftrusses.A seal on this drawing or cover p e
I..KiTporj�ibility solely.tq�ft�.Pqsign �hown. The sulitgability
Job Number: 136DCS1 11 Ply: I I SEQN: 746636 / T33 / HIP_ -1
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 2 FROM: GM DRV\t.
Truss Label: CJ3L Wgt: 15.4 lbs I ... / ... 03/30/17
�V
3 15
r
Loading Criteria (psD
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 "
2.83 F 12
=2X4(Al) B
"WA
�-- 1'511
Wind Criteria
WindStd: ASCE7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
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 ft
Loc. from endwall: NA
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 "'I 3B" uses design values
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.
Snow CrIteiia (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
412113
412113
DeflICS1 Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.001 D
HORZ(TL): 0.002 D
Creep Factor: 1.5
Max TC CSI: 0.087
Max BC CSI: 0.056
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.19
SERIAL
ol 5A 38, FF 513 81,1310 BB,7F 48 00 99 2E 95�1`13
PE fiL. 11�. 947132 1 .. ti�. dih� A100 b-0 L.Ing a SHA,1
Ftinkea tf"dC<MCnt 4?tMt CVn11dtd OgA,�440d ��Jed
d d. swl,,l i".1t 6. � uirkd — nvd"tnk
-pi—,
C
T
N
r-
A Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 83 /46 /- /- /- /4.9
D 29 /- /5 /1.5
C 62 /47 /- 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)
Chords Tens.Comp. Chords Tens. Comp.
A-B 6 -4 B-C 14 -11
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Ccmp.
B-D 0 0
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
5
n
a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSITTPI 1, or for handling, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
this drawin indicates acceptance 9f pro essiona� engineerm responsibility, solely for the design shown. The suitability
;e of this 0"awing for any structure is the responsibility of the guilding Designer per ANSI1TPI I Sec.2.
aney
ox,
4
Job Number: 136DCS1 I I
Ply: 2
SEQN: 681616 T36 FLAT
4EGB Galen 2432 "D" OL OW /DR Horton 14EGB Galen
2432 D" OL OW
Qty: 1
FROM: DJH
DRW:
Truss Label: FG1
Wgt: 67.2 lbs
03/30/17
5" 31
616" 12 811118
10'8"8 j Ill j'8
51' 27'
.1.
2'6" 12 1 2'6" 12
27' 161 1
=3X10
4 III�M =AY4 3XII
_T
F-h
F1 r_1
I ___�
W2
_j
4)10 =4 HX, 0
=_�Xl 0 F
III 3X4
1113X4
27'
2'l 1 "12 2'l 1 12
2'
A 21711
66"12 816118
ill
Loading Criteria (pso Wind Criteria
Sno Criteria (Pg,Pf in PSF) Defi1CSI Criteria
A Maximum Reactions (lbs)
TCLL 40.00 Wind Std: NA
,�
Pg: N . A Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R / U /Rw /Rh I RL / W
TCDL: 10.00 Speed: NA mph
Pf: N1 Ce: NA VERT(LL): 0.147 C 906 240
J 2446 /7.5
BCLL 0.00 Enclosure: NA
Lu: A Cs: NA VERT(TL): 0 230 C 580 180
!1
F 2936 /6.0
BCDL: 5.00 Category: NA
Sno Duration: NA HORZ(LL): 0.029 A - -
J Min Brg Width Req = 1.5
— - - EXP: NA
Des Ld: 55.00 Mean Height: NA ft
HORZ(TL): 0.045 A
F- Min Brg Wdth Req = 1.7
NCBCLL: 10.00 TCDL: NA psf
Cod�j/ Mist; Criteria Creep Factor: 1.5
Bearings J & F are a rigid surface.
Soffit: 0.00 BCDL: NA psf
Bld ode: FBC 2014 RES Max TC CSI: 0 . 889
9
Bearing J requires a seat plate.
Load Duration: 1.00 MWFRS Parallel Dist: NA
_
TPI Std: 2007 Max BC CSI: '0.822
Spacing: 24.0 C&C Dist a: NA ft
Rep E -toirs Used: Yes Max Web CSI: 0.603
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
F FR 01)
T/ Mfg Specified Camber.
Chords Tens.Comp. . Chords Tens. Comp.
1: NA GCpi: NA
Plate ype(s):
A-B 0 -2801 C-D 0 -4056
Wnd Duration: NA
WAVE VIEWV�r: 16.01
B-C 0 -4056 D-E 0 -2986
Lumber
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
J-1 23 0 H-G 3310 0
Webs 2x4 SP #3:W2, W8 2x4 SP #1:
I-H 31 G4 0 G-F 31 0
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Nailnote
Webs Tens.Comp. Webs Tens. Comp.
Nail
Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 2.75" o.c.
A-J 0 -1194 H-D 805 0
A-] 2976 0 D-G 0
Bot Chord: 1 Row @12.00" o.c.
-1203
I-B 0 -1125 G-E 3166 0
Webs : 1 Row @ 4" o.c.
B-H 1028 0 E-F 0 -1435
Use equal spacing between rows and stagger nails
6471 12
H-C 0 -687
in each row to avoid splitting.
Special Loads
we
—(Lumber Dur.Fac.=1.00 Plate Dur.Fac.=1.00)
Ilk
TC- From 50 plf at 0.00to 50plfat 11.13
"�TA T118 OF. Z
BC -From 5plfat 0.00to 5plfat 11.13
TC- 878 lb Conc. Load at 2.10, 4.10, 6.10, 8.10
AN
10.10
TC- 380 lb Conc. Load 6.48
at
Purlins
The TC of this truss shall be braced with attached
S
spans at 24" oc in lieu of structural sheathing.
'81 X8511`13
�130 BB;7F 48 00 99
Additional Notes
Truss must be installed as shown with top chord up.
bill. tkall 46d.
thki1ccmerdwa not condi-trad d"ed =it &*aInd
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
I
Trusses require extreme care in fabricating, handlinp, shipping, installir�g and bracing. Refer to and follow the latest edition of BCSI (Building
Com onent Safety Information, byTPI and SBCA,) crsa Ety practices priorto performing these functions. Installers shall provide temporary
bracipng per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerl . y
attached ri)gid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinp insTalled per BCSI sections B3 B7 or 10.
plicab e. App y F,.Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwis�. Nefer to
drawings 160A-Z fb r s andard plate positions.
as ap
Alpine, a division of ITW Bujldin�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, shippirty, installation and bracing of trusses.A seal on this drawing or cover page
"sting this drawin indicates acceptance of tVo essiona engineering responsibility solely for the design shown. The suitability
and use of this 0"'awing for any structure is e responsibility of�the I uilding Designer per ANSItTPI 1 Sec.2.
For more information see this iob's Qeneral notes r)aoe and these web siten* ALPINE' www nlninpihm TPI- �t�i qRrA- i�A I—
Job Number: 136DCS1 11 Ply: 1 SEQN: 681634 T24 S
Qty� FROM: GM DRW:
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW . 1 `1
Truss Label: FT1 Wgt: 86.8 lbs ... 03/30/17
1'2"4 1'4"
(TYP)
A B C D E F G H I i K L M
_Fs AA
2X
— 2X4
3�8 AB
z N
1112X4(--) y F�� P 0
1611 "8
i 1 15'11 "8
Loading Criteria (pso Wind Criteria
Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria
A Maximum Reactions (lbs), or *=PLF
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U#
Loc R /U /Rw
/Rh IRL
/W
TCDL: 10.00 Speed: NA mph
Pf., NA Ce: NA VERT(LL): 0.000 M 999 360
N- 10B /- /_
/_ /_
/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: NA
HORZ(TL): 0.001 M - -
NCBCLL: 10.00 Mean Height: NA ft
TCDL: NA psf
Code I 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 MaxBCCSI: 0.018
A-B 0 0
G-H
0 0
Spacing: 24.0 C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.031
B-C 0 0
H-I
0 0
Loc. from endwall: NA
FT/RT:20(0)/10(0) Mfg Specified Camber:
C-D 0 0
1-1
0 0
1: NA GCpi: NA
Plate Type(s):
D-E 0 0
J - K
0 0
Wind Duration: NA
WAVE VIEW Ver: 16.0
E-F 0 0
K-L
0 0
Lumber
F-G 0 0
L-M
0 0
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 4x2 SP #1
Chords Tens.Comp.
Chords
Tens. Comp.
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Z_Y 0 0
T-S
0 0
Lumber value set "I 3B" 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
Bracing
W-V 0 0
Q_P
0 0
V_U 0 0
P-0
0 0
Sheathing is required for any long itudinal(drag)
forces. All connections to be designed by the building
U-T 0 0
O-N
0 0
designer.
Maximum Web Forces
Per Ply (Ibs)
Fasten rated sheathing to one face of this frame.
Webs Tens.Comp.
Webs
Tens. Comp.
Plating Notes
AA -AB 0 -4
N-M
0 1.8
All plates are 2X4 except as noted.
A-Z 0 -48
M-N
0 -49
I plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
�Pi ISTKIIE, OF
Maximum Gable Forces Per Ply (Ibs)
requirements.
Gables Tens.Comp.
Gables
Tens. Cornp.
Additional Notes
B-Y 0 -133
H-S
0 -133
Webs are square cut except dbl diagonals or as
k
C_X 0 -134
D-W 0 -133
I-R
J_Q
0 -133
0 -133
otherwise shown.
E-V 0 -133
K-P
0 -134
Truss be installed as shown with top chord up.
o ,
must
AL k,
F-U 0 -133
0 -133
L-O
0 -133
ft It item Jije been
Pnrikw tpf1 thk ticcmwea'a not cm,Id.,idJgqed..d —lid
and tf�. 5�i"L'l
—WARNING— READ AND FOLLOW ALL NOTES 0 N THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWNG
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses are in fabricating, handlinp,
shipping, installing and bracing. Refer to and follow the latest edition of
BCSI (Building
Comport c
bra.i.
E
ttachge
p p
.
drawing
Alpine, a division of ITW Buildin,�Cornponents 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, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
design The
3 shown.
"sting this drawing, indicates acceptance of tWo essiona engineering responsibility solely for the
and use of this, drawing for any structure is e responsibility of the Iguildihg Designer per ANSI1TP1 I Sec.2.
suitability
For more information see this 'ob's generai notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; SBCA: www.sbeindustry.com; IM www.iccsafe.org
I
Job Number: 136DCS1 11 1
4EGB Galen 2432 "D" OL OW /DR Horton ME— G ..... OL OW
Truss Label: FT2
VY
2'6"
=_4X6
A B
T V2X4 %7
=-2X4U[
SI'l R
=-4X4 4X6
Loading Criteria (psq 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
1: 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 "l 313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown. I
Truss must be installed as shown with top chord up.
7"4
VY12 , VY12
4X4 III 3X4
C D E F
Q P
3X6 1113X4
Ply: 1 SEQN: 622461 / T52 / SY42
Qty: 5 FROM: DJH DRW:
Wgt: 98.0 lbs ... / ... 03/30/17
9'3"8 1611 "8 1
2' 68"
�- 1'10"12
8"8
P �_i �— 2-15" --+ VY
III 3X4 =_4X4 _=4X6
G H I i
m4p
Mq
0 -, I LWZA
0 N M
1113X4 =_3X4 =_4X6
K
L
_=4X6
15'11 "8
S ow, Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
A Maximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl Lj#
Loc R U /Rw
/Rh /RL
/W
2 Pfi NA Ce: NA
VERT(LL): 0.176 F 999 360
S 864
/7.5
: NA Cs: NA
VERT(TL): 0.280 F 663 240
L 878
S ow Duration: NA
HORZ(LL): 0.031 B - -
S Min Brg Width Reg
= 1.5
HORZ(TL): 0.051 B - -
L Min Brg Wdth Reg
= -
I
9 cle / Misc Criteria
Creep Factor: 1.5
Bearing S is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0 . 576
Bearing S requires a seat plate.
2007
Max BC CSI: 0.679
4Std:
Re Factors Used: Yes
Max Web CSI: 0.404
Maximum Top Chord Forces Per Ply (lbs)
T RT
F F -12(0)110(0)
"
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
Pla e �ype(s):
A-B 1 0
F-G
0 -2675
W4, E
VIEWVer: 16.01.0113.0614.20
B-C 0 -1441
G-H
0 -2664
C-D 0 -2393
H-1
0 -2356
D-E 0 -2393
1-1
0 -1442
E-F 0 -2670
J - K
3 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Chords
Tens. Comp.
S-R 834 0
O-N
2527 0
R-Q 2021 0
N-M
2022 0
lit,
X
Q_P 2625 0
M-L
831 0
A
EN
P-0 2675 0
7
Maximum Web Forces
Per Ply (lbs)
Webs Tens.Comp.
Webs
Tens. Comp.
T-U 0 -3
P-F
71 -299
A-S 0 -41
G-0
0 -355
to
S-B 0 -1161
O-H
552 -47
-STAT OF
B-R 844 0
R-C 0 -807
H-N
N-I
0 -391
464 0
0.
C_Q 506 0
I-M
0 -808
4
D-Q 0 -98
M-J
849 0
Q-E 0 -393
E-P 420 -162
J-L
L-K
0 -1160
0 -60
SERIAL
I A38FF-51381,60BB711`48CG992EI35�1`13
Lic 1, 0,4" 7IR21
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
—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
Com nent Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
brp.iipho per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerly
attached rigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCS] sections B3 B7 or 10
p
as a plicab a. App y F,,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis�. hefer to'
drawings 160A-Z for s andard plate positions.
Alpine, a'division of ITW Buildin;�Components Group Inc. shall not bJ,,repponsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shippiny, insta ation and bracing of trusses.A seal an this drawing or cover pa
3 1 in . I e
listing this drawin indicates acceptance 9f pro essionEk epgj, een responsibility solely for the design shown. The su tability
and use of this lawing for any structure is the responsibility of therlauilding Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's cieneral notes naae and these web sites: ALPINE, "..I.in.it-corn- TPI, �tnin.%t nrn-SRr.A- � %hr.inrhmt� i .... f.
Job Number: 136DCS1 11 Ply: 1 SEQN: 681983 / T44 / SY42
4EGB Galen 2432 "D" OL OW/DR Horton /4EGB Galen 2432 "D" OL OW City: 5 FROM: DJH DRW:
Truss Label: FT3 Wgt: 105.0 lbs ... 03130/17
TW8 9'3"8 91�12 16-3" 1
7'3"8 2- �`4 6'9"4
T-4
1-3"
1'3"l 2 11"12 1 1 1'3"4 V312
i i i - Lt� �- 1'3"
T
-2X4
78
1112X4 1112X4
1112X4 -=4X4 1112X4 1113X4 W=3X4 4X4
A B C D E F G H I i
0A, I
k\1 M 1: � , I U10000 1. A E. 11
11WIVA W �,W.
VI-1 U
�4X4
Loading Criteria (pso 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
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 02 SP #1
Webs 4x2 SP #3
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 4X6 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBRIO14 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.
T S R Q P 0
=3X6 1113X4 1114X4 =_ 3X6
W=H0308
16-3"
Snow Criteria (Pg,PfinPSF)
Defi/CSI Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl U#
Loc R I U /Rw /Rh /RL
/W
Pf: NA Ce: NA
VERT(LL): 0.186 F 999 360
V 880
/7.5
Lu: NA Cs: NA
VERT(TL): 0.308 F 612 240
N 881
/3.5
Snow Duration: NA
HORZ(LL): 0.033 B - -
V Min Brg Width Req = 1.5
HORZ(TL): 0.056 B - -
N Min Brg Wdth Req = 1.3
Code / Misc Criteria
Creep Factor. 1.5
Bearings V & N are a rigid surface.
Bldg Code: FEC 2014 RES
Max TC CSI: 0 . 583
Bearing V requires a seat plate.
TPI Std: 2007
Max BC CSI: 0.742
Rep Factors Used: Yes
Max Web CSI: 0.414
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 G-H
0 -2452
WAVE, HS
VIEWVer: 16.0
B-C 0-1474 H-I
0 -2452
C-D 0 -2461 I_J
0 -2452
D-E 0 -2461 J-K
0 -1475
E-F 0 -2771 K-L
1 0
F-G 0 - 27T7
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
V_U 851 0 R-Q
2777 0
U-T 2071 0 Q_P
2775 0
T-S 2711 0 P-0
2070 0
S-R 2711 0 O-N
851 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens.
W_X 0 -3 Q-G
143 -71
CCZ-:
A-V 0 -41 G-P
0 -649
"::,
V-B 0 -1184 I-P
92 -139
OF4u
z
B_U 868 0 P_J
519 0-
U-C 0 -830 J-0
0 -827
0 fl, �,
r �. -
C-T 530 0 O-K
869 0
C "%
D-T 0 -98 K-N
0 -11134
T-E 0 -423 L-N
0 -40
E-R 463 -160 N-M
0 -7
R-F 55 -324
Piiniaoc�*iqLO this; dEcumani'ma n6t considemd upad and �Iea
and m t.b. . i�lcicdtiarjc
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusse re . e extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
s Ir
Com o neP u3af�.ty Information, b� TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporarV
bracipng per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly
attached riqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 10, . . . . . . .
as applicable. AppTy v,.Iates to each face of truss and position as shown above and on the Joint" Details, unless noted otherwis6. Nefer to
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Build inQmponents 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, shippiny, installation and bracing of trusses.A seal on this drawing or cover page
3 The suitability
"sting this drawing, indicates acceptance 9f pro essionq T gineerm responsibility solely for the design shown.
and use ofthis drawing for any structure is the responsibilltly of the guilding Designer per ANSIITPI 1 Sec.2. ,
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinstorq: SBCA: www.sbdindustry.com: IM www.icesafe.orq
Job Number: 136DCS1 11
Ply: 1
SEQN: 622475 / T53 / SY42
4EGB Galen 2432"D" OL OW/DR Horton /4EGB Galen 2432 D"OLOVV
City: 3
FROM: DJH
DRW.1
Truss Label: FT4
Wgt: 142.8 lbs
/
...
03/30/17
7'T-8 I'T'l 1
20'8"
7'3"8 2' 1
11'4"8
1-3" 1'3"12
[_�� _�td
I'T' 2
F� N
12 7"4
2'1 "8
1'3"12
1 I'T'
1112X4 1112X6 =4X4
=-2X4 _=5X6 11 2X4 1116X8 1113X6 W=3X4
=_3X4 1112X4
5X6 1112X4
E
A B C D E F G H I J K
L M N
0 P
-78 ADw
=2X4AI
_�8
AB AA Z Y X W V U T
S
R
AC _,6 8 1114X1 0 1112X6 H0308W=(I)
=_5X6
= 5X6 =3X4
20-8"
Loading Criteria (ips� Wind Criteria Snotv Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 40.00 Wind Std: NA Pg: , hA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R / U /Rw
/Rh /.RL
I W
TCDL: 10.00 Speed: NA mph Pf: A Ce: NA VERT(LL): 0.442 H 546 360
AC 1123
/7.5
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.691 H 350 240
Q 1137
BCDL: 5.00 Category: NA Sno 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 Brg Width Req
= -
Mean Height: NA It I
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5
TCDL: NA psf
Bearing AC is a rigid surface.
Soffit: 0.00 BCDL: NA Bldg I Code: FBC 2014 RES Max TC CSI: 0.684
Bearing AC requires a seat plate.
psf
Load Duration: 1.00 MWFRS Parallel Dist* NA TPI td: 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/R :12(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
T
1: NA GCpi: NA Plate ype(s):
A-B 1 0
1-1
0 -4726
Wind Duration: NA WAVE, HS VIEWVer: 16.0
B-C 0 - 19T7
J - K
0 0
Lumber
C-D 0 -3464
J - L
0 -4320
Value Set: 13B (Effective 6/1/2013)
D-F 0 -3464
L-M
0 -3471
E-F 0 0
M-N
0 -3471
Top chord 4x2 SP #1
F-G 0 -4879
N-0
0 -1974
Bot chord 4x2 SP #1
G-H 0 -4885
O-P
3 0
Webs 4x2 SP #3
H-I 0 - 4734
Lumber value set 1 3B" uses design values
approved 1/30/2013 by ALSC
Maximum Bot Chord Forces Per
Ply (Ibs)
Plating Notes 4A
Chords Tens.Comp.
Chords
Tens. Comp.
All 4X6
plates are except as noted.
AC -AB 1102 0
AB- Z
W-V
0 0
(1) - plates so marked were sized using 0% lvoelv 74�1 -
Fabrication Tolerance, 0 degrees Rotational
2818 0
AA- Z 0 0
W-U
U-T
4621 0
4621 0
Tolerance,
and/or zero Positioning Tolerance.
No 047'18 '0"
Z_Y 4247 0
Y_X 4885 0
T-S
S-R
4001 0
.2821 0
,
.Hangers / Ties
X-W 4883 0
R-Q
1099 0
(J) Hanger Support Required, by others
Camber
Maximum Web Forces Per Ply (Ibs)
STAfE Of:
Webs Tens.Comp.
Webs
Tens. Comp.
-Max JT VERT DEFL: LL: 0.44" DL: 0.30". See detail
0
AD
DEFLCAMBI 014 for camber recommendations.
-AE 0 -3
W-J
392 -56
A -AC 0 -42
J-T
0 -418
Additional Notes
AC-B 0 -1534
T-L
443 0
+ 2x6 continuous strongback. See detail ,
oy4f, .
B-AB 1217 0
L-S
0 -721
STRBRIBRIO14 for bracing and bridging , 0,
AB-C 0 -1169
M-S
0 -84
recommendations.
C-Z 879 0
S-N
884 0
Webs are square cut except dbI diagonals or as 4 0 0 15, A 3 8 F F 5 13 8 1 B 0 B B 7 F 4 S'M�6 9` 2, E 8-5" �F' 8'
D-Z 0 _ 87
N-R
0 _ 1178
otherwise shown. Tbil ite' hd I e I been'
Z-F 0 _ 1057
R-O
1217 0
Truss must be installed as shown with top chord up. pi pu tic., Val. it.. dle Lw.ti� si�A-i
'clold
F-Y 1466 0
O_Q
0 -1532
the n tv a t2n, a
Y-G 0 -914
Q-P
0 -15
X-H 189 -182
P_Q
0 -44
punt.d—PIL Of thk dOcLent WO 7"'t camIct.l.d djn�c..Anvi �1.d
.,zl
- H W 91 -543
—WARNING** READ AND FOLLOW ALL N',OTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building
Com onent Safety Information, by TPI and SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary.
bracip BCSI. Unless
g per noted otherwise,top chord shall have proper y attached structural sheathing and bottom chord shall have a pro erly
attached rigid ceilin,?,. Locations shown for permanent lateral restraint of webs shall have bracin 9
insTalled BCSI sections B3, B7 10
a,
per
3 p
as applicab e. App y v,,Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise.
or
tRefer to'
-.64*
drawings 1 60A-Z fbr a andard plate positions.
Alpine, a division of ITW BuildinhComponents Group Inc. shall not be repponsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shippiny, installation bracing
and of trusses.A sea[ on this drawing or cover page
listing this drawin , indicates acceptance of pro essionq engineerinly responsibility solely for the design shown. The suitability
and use of this grawing for any structure is the responsibility of the uilding Designer per ANSI/TPI I Sec.2.
lFor more information see this iob's general notes page and the I se web sites: ALPINr: alpineitwxom; TPI: www.tpinst.org; SBCA: www.sbeindustry.com; IM www.iccsafe.org
Job Number: 136DCS1 11
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
Wgt: 144.2 lbs
.. / ...
03/30/17
7'3"8
9'3"8
20'11"B
7-T-8
2'
11.81.
1-31"
V31"'I 2
1 i2 _Lt�
V31"12
I -Li
1'3"12 7"4
2'5"
1'3"12
1-21"
III 2X4
1112X6
=4X4
=2X4
=2X4 --5X6
1112X4 1116X8
=4X4 W=3X4
=3X4 1112X4
5X6 1112X4
A B
C D E F G
H I J K
L M N
0 P
-F -i�8 AE
2X4AF
I I
i
AC AB AA Z
Y X W V U
T
S
AD
5X6 5X8 1114X10
1112X6 H0308W=(I)
6X6
5X6
= 3X4
Loading Criteria (pso 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
1: 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 "'1313" 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.
Camber
Max JT VERT DEFL: LL: 0.47" DL: 0.31 ". Sea detail
DEFLCAMB1 014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbI diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
20'11 "8
Snow Criteria (Pg,Pf in PSF)
Def11CSI Criteria
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R 1U /Rw /Rh /RL
/W
Pf: NA Ce: NA
VERT(LL): 0.469 H 523 360
AD 1139
/7.5
Lu: NA Cs: NA
VERT(TL): 0.733 H 335 240
R 1140
/4.0
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):
- B 1 0 1-1
0 -4849
WAVE, HS
VIEW Ver: 16.0
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-0
0 -2008
G-H 0 -.501 6 O-P
1 0
H-1 0 -4855
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
AD -AC 1119 0 X_W
0 0
A -AA _V
C 2867 0 X
4748 0
4,
AB -AA 0 0 V_U
4748 0
;0W
AA- Z 4345 0 U-T
4085 0
Z_Y 5016 0 T-S
2872 0
Y_X 5017 0 S-R
J.
1117 0
:0 Cc" WA
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
A E-AF 0 -3 X-J
372 -51
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
C-AA 902 0 T-N
908 0
D -AA 0 -87 N-S
0 -1201
] 991E.85,17B
AA- F 0 -1100 S-0
1239 0
F-Z 1536 0 O-R
0 -1555
Z-G 0 -956 P-R
0 -40
Y-H 145 -190 R-Q 0 -7
,F66�,ople, 6i thAd6c=an�.v not H-X 103 -534
�6�t%cw`rk. d[:cwha,y, it ii�mli:
**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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
affachedri,iidceilin,?,. Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or910
as applicab e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. kefer to'
drawings 16DA-Z for standard plate positions.
Alpine, a division of[TWBuildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSaPI 1, or for handling, shippiny, installation and bracing of trusses.A seal on this drawing or cover page
3
listing this drawin , indicates acceptance 9f pro essionq englneeri�g responsibility solely for the design shown. The suitability
and use of this grawing for any structure is ffie responsibility of the uIlding Designer per ANSIITPI I Sec.2.
For more information see this iob's qeneral notes r)aqe and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinstorq: SBCA: www.sbcindustrV.com; ]CC: www.iccsafe.org
Job Number: 136DCS1 11
4EGB Galen 2432 "D" OL OW /DR Horton AEGB Galen 2432 "D" OL OW
Truss Label: FT6
1'0"4
1'4"
(TYP)
Ply: 1 SEQN: 681981 / T43 I SY42
Qty: I FROM: DJH DRW:
Wgt: 114.8 lbs Page 1 of 2 ... / ... 03/30/17
=-2X4 W--3X4 —2X4
AL
—2X4A
T
AK AJ Al AH AG AF AE AD AC AB AA z Y X W V U
W=3X4
20"11 "8
20'111 "8
Loading Criteria (ps� 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
1: NA GCpi: NA
Wrid 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 "'I 3B" 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 dbI diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
Sn6w Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
Pg:1 NA Ct: NA CAT: NA PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh /RL 1W
Pf: A Ce: NA VERT(LL): 0.000 R 999 360 T- 109 1- /- /- /- /251
Lu: �A Cs: NA VERT(TL): 0.000 R 999 240 AK Min Brg Width Req = -
Sri Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface.
r HORZ(TL): 0.001 R - -
Co� I e I Misc Criteria Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (lbs)
BIdq Code: FBC 2014 RES Max TC CSI: 0.074 Chords Tens.Comp. Chords Tens. Comp.
TPI
P�tad.t2007 MaxBCCSI: 0.018 A-B 0 0 J-K 0 0
Re F ors Used: Yes Max Web CSI: O�031 B-C 0 0 K-L 0 0
FT/RT:20(0)/l 0(0) Mfg Specified Camber: C-D 0 0 L-M 0 0
Plate' Typ.(s): D-E 0 0 M-N 0 0
WA�E VIEWVer: 16.0 E-F 0 0 N-0 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
1-1 0 0
Maximum Bot Chord Forces Per Ply �Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AK-AJ 0 0 AB -AA 0 0
AJ-Al 0 0 AA- Z 0 0
MA "ne
A[-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
low,
'9W. AC -AB 0 0
STATE -OF� Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
N A AL -AM 0 -4 R-T 0 -38
A -AK 0 -39 T-S 0 -8
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp. Gables Tens. Comp.
2 E 8 5 8�, B -AJ 0 -123 K -AA 0 -133
-A[ 0 -136 L-Z 0 -133
�E fZL. C
uc, sfi?0
D -AH 0 -133 M-Y 0 -133
.1 h' E -AG 0 -133 N-X 0 -133
F -AF 0 -133 O-W 0 -133
U -tNc 0 - 133 r- - V 0 -136
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
efer to and follow the latest edition of BCS] (Building
these functions. Installers shall provide temporary
bracinp inslalled per BCSI sections B3 B7 or 10.
ral sheathinq and bottom chord shall have a progerly
a Join Details, unless noted otherwis6. fRefer to M
s,.u4
deviation from this drawing,any failure to build the
oftrusses.A seal on this drawing or cover page
0 1 ir a W 111'. bility solely for the design shown. The suitability
r a n y s r u c t u r e iiiiiiiiiiiiiii ponsi i 1 Uil in- siciner per ANSIITPI 1 Sec.2.
Job Number: 136DCSI 11 Ply: 1 SEQN: 681981 / T43 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FT6 Wgt: 114.8 lbs � Page 2 of 2 ... / ... 03/30/17
J -AC 0 -133
-Alz
J
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
_s 1,
Trussp a
Comport per
bracing
t .h
a PpI
.
dr...g
Alpinp, a division of ITW Buildin
t'.. �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
a in conformance with ANSI PI 1, or for handling, shippiny, installation and bracing of trusses.A seal on this drawing or cover p@kge
listing this drawino, indicates acceptance of pro essiona engineerin responsibility solely for the design shown. The su itability
and use of this rawing for any structure is the responsibility of the guilding Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's aeneral notes name and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.orq; SBCA: www.sbcindustrV.com; IM www.iccsafe.orq
Job Number: 136DCS1 11
4EGB Galen 2432 "D" OL OW /DR Horton AEGE3 Galen 243.2 'D" OL OW
Truss Label: FT7 I
17-4
1'4"
(TYP)
Ply: 1 SEQN: 681588 / T23 / SY42
Qty: 1 FROM: JAH DRW:
Wgt: 114.8 lbs � Page 1 of 2 1 ... / I... 03/30/17
2X4 W=3X4 =2X4
A B C D E F G H I J K L M N 0 P Q R
—F —3F8 AL I
2X4
— O=N
J�-2X4
78
AK AJ Al AH AG AF AE AD AC AB AA z Y X W V U
W--3X4
21'3"8
21'3"8
Loading Criteria (psf) Wind Criteria
Sn6w Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A Maximum Reactions (lbs), or *=PLF
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/de'fl L/#
Loc R / U /Rw
/Rh /RL
/W
TCDL: 10.00 Speed: NA mph
Pf k Ce: NA VERT(LL): 0.000 R 999 360
�A
T* 109 /- /_
/_ /_
1255
BCLL: 0.00 Enclosure: NA
Lu: Cs: NA VERT(TL): 0.000 R 999 240
AK Min Big Width Req
= -
BCDL: 5.00 Category: NA
Sn I Duration: NA HORZ(LL):-0.000 R - -
Bearing AK is a rigid surface.
Des Ld: 55.00 EXP: NA
T - —_ HORZ(TL):-0.000 R - -
NCBCLL: 10.00 Mean Height: NA ft
TCDL: NA psf
Co e/Misc Criteria Creep Factor: 1.5
Maximum Top Chord Forces Per
Ply (Ibs)
Soffit: 0.00 BCDL: NA psf
Bld 'Code: FBC 2014 RES Max TC CSI: 0.072
Chords Tens.Comp.
Chords
Tens. Comp.
Load Duration: 1.00 MWFRS Parallel Dist: NA
TPI td: 2007 Max BC CSI: 0.018
A-B 0 0
J-K
0
0
Spacing: 24.0 C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.031
B-C 0 0
K-L
0
0
Loc. from endwall: NA
FT/ T:20(0)/10(0) Mfg Specified Camber:
C-D 0 0
L-M
0
0
1: NA GCpi: NA
Plat Type(s):
D-E 0 0
M-N
0
0
Wind Duration: NA
WA IE VIEWVer: 16.01.0113.0614.19
E-F 0 a
N-0
0
0
Lumber
F-G 0 0
O-P
0
0
Value Set: 13B (Effective 6/1/2013)
G-H 0 0
P_Q
0
0
H-I 0 0
Q-R
0
0
Top chord 4x2 SP #1
1-1 0 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/3012013 by ALSC
Chords Tens.Comp.
Chords
Tens. Comp.
Bracing
AK-AJ 0 0
AB -AA
0
0
MAII
AJ-Al 0 0
AA- Z
0
0
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
Al-AH 0 0
AH-AG 0 0
Z_Y
Y_X
0
0
0
0
designer.
AG-AF 0 0
X_W
0
0
Fasten rated sheathing to one face this frame.
7.. W,
AF-AE
of
0 0
AE-AD 0 0
W-V
V_U
0
0
0
0
Plating Notes
AD -AC 0 .0
U-T
0
0
All plates are 2X4 except as noted.
AC -AB 0 0
Additional Notes
Webs are square cut except dbl diagonals or as
A
�ZTATE, .'Q'F
Maximum Web Forces
Webs Tens.Comp.
Per Ply (lbs)
Webs
otherwise
Tens. Comp.
shown.
Truss must be installed as shown with top chord up.
424.
AL -AM 0 -5
A 0
R-T
S
0
-48
-AK -48
-AN
0
-5
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp.
Gables
Tens. Comp.
. .....
B -AJ 0 -133
K -AA
0
-133
pb
C -Al 0 -134
L-Z
0
-133
D -AH 0 -133
M-Y
0
-133
E -AG 0 -133
N-X
0
-133
wl:;*.M.�0*- oi qn'l&fed sign..d 6 '_['d
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 r�
nent Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
Com ft-, aww
br.ciphoTer BCSI. Unless noted otherwise,top chord shall have prope'rly attached structural sheathing and bottom chord shall have a pro erly
attache riiid ceiliny,. Locations shown for permanent lateral restraint of webs shall have bracing installed a BCSI sections P3, [37�or 9
s applicab a. Ap r s, 44
3
a _p y v,,Iates to each face of truss and position as shown above and on the JoinfDetails, upiless noted otherwise. eferltoo'
drawings 160A-Z fbr s andard plate positions. I
tAlpine, a division of ITW Buildin�Components Group Inc. shall not be, repponsible for any deviation from this drawing,any failure to build the
russ in conformance with ANSI PI 1, or for handling shippiny, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawin indicates acceptance (?f p0essiona engineen responsibility solely for the design shown. The suitability
and use of this grawing for any structure is the responsibility of thepattilding Designer per ANSIfTPI 1 Sec.2.
For more information see this iob's caneral not.. n... nd th h it- At PINP- I Wn.i., - TDF ; - � ...... ; ---. .11 . ....... ; ---- — ---
X
Job Number: 136DCS1 11 Ply: I SEQN: 681588 / T23 / SY42 'I
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: I FROM: JAH DRW:
Truss Label: FT7 wgt: 114.8 lbs � Page 2 of 2 ... / ... 03/30/17
J -AC 0 -133
P
-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, handlinp, shipping, installing and bracing. Referto and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary aney
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attached %iid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCS] sections B3 B7 or910,
as applicaV) e. Ap
.p y vlates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. kefer to
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Buildinj�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, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
3 1 The suitability
listing this drawing, indicates acceptance of pro ession pgmeerin responsibility solely for the design shown.
and useofthis rawing for any structure is the resporisqibiglitg of the guilding Designer per ANSUTPI I Sec.2.
Job Number: 136DCS1 11 1 Ply: I SEQN: 681586 / T42 / SY42
4EGB Galen 2432 'D" OL OW /DR Horton AEGE3 Galen 2432 'D" OL OW Qty: 3 FROM: JAH DRW:
Truss Label: FTS I Wgt: 154.0 lbs � ... / ... 03/30/17
1112X4
2X4
A B
AE
—2X4AF
8
=-4X6
q7-8
1718
21'3"8
2'8"4
7X8
—4X4
=-4X6
III 2X4 =_5X10
III 2X6
W=3X4 1112X4 =4X6
C
D E F G
H I J
K L M N
+
AC
AB AA Z Y X
1=-4XI
W
V U T
0 W=H0308 1116X6
1114X6
=_4X10
Loading Criteria (ps� 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
1: 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 "l 313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 5X6 except as noted.
(**) I plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Camber
Max JT VERT DEFL: LL: 0.40" DL: 0.28". See detail
DEFLCAMB1014for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbi diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
21'3"8
=_ 2X4
1112X4
0 P
W=1 2X4
N�l If Ln
=Ia= I R
Sn�ow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A Maximum Reactions (Ibs)
P 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): 0.405 X 616 360
AD 1157 1-
/7.5
Lu: NA Cs: NA VERT(TL): 0.633 X 394 240
R 1157 /_
/8.0
Sr Duration: NA HORMLY 0.062 R - -
AD Min Brg Width Req = 1.5
HORZ(TL): 0.096 R - -
R Min Brg Width Req = 1.5
Bearings AD & R
Cod'e / Mi.c Criteria Creep Factor: 1.5
are a rigid
surface.
Bld I p Code: FBC 2014 RES Max TC CSI: 0.526
Bearings AD & R require a seat plate.
TPI Std: 2007 Max BC CSI: 0.790
I
Rep Factors Used: Yes Max Web CSI: 0.603
Maximum Top Chord Forces Per Ply (Ibs)
FTI , T:12(0)/10(0) Mfg Specified Camber:
re
Chords Tens.Comp.
Chords
Tens. Comp.
P Type(s):
-B 1 0
1-1
0 0
WA�,E, HS VIEWVer: 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-0
0 -2047
G-H 0 -5397
O-P
1 0
H-1 0 -5386
Maximum Bot Chord Forces Per Ply (Ibs)
Tens.Comp.
Chords
Tens. Comp.
MChords
A
AD -AC 1137 0
AC 2928 0
X_W
W-V
5397 0
5052
-AB
AB -AA 4192 0
V_U
0
0 0
4!
AA- Y 4192 0
Z_Y
V-T
4193 0
0 0
Y_X 5389
T-S
S-R
2928 0
0
1136 0
Maximum Web Forces
Per Ply (Ibs)
�STAOS,.Qf.
Webs Tens.Comp.
Webs
Tens. Comp.
00�%
A E
-AF 0 -3
H-W
0 -816
A -AD 0 -42
AD- B 0 -1582
W-1
I-V
1192 0
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
40 01 ikl�F4 ,,B - . BB,7F 4 - 8, 00 1 . 99 2E 85 1713
D -AB 0 -79
T-N
931 0
-
llmarqw*
AB- F 0 -788
N-S
0 -1226
E(RLA&,11471H210.1h6e�a— Abl��Dxo a SM I—'
F-Y 656 0
S-0
1266 0
Y-G 0 -1050
O-R
0 -1582
G-X 81 -5
P-R
0 -42
242
G X -14
Q -AG
1 -3
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL tONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracingfqr BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attache mid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinp insTalled per BCS] sections B3 B7 or 910
as applicaB e. App y Flates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. Nefer to'
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW BuildinhComponents 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 shippiny, installation and bracing of trusses.A seal on this drawing or cover pa
,tge
listing this drawin , indicates acceptance 9f We siona enbineerin
_1 . �f thi. 1-4— f ....... Y..res onsibility olely for the design shown. The su bility
a
I
Job Number: 136DCSI 11 Ply: 1 SEQN: 681584 / T47 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 7 FROM: JAH DRW:
Truss Label: FT9 wat: 154.0 lbs ... 03/30/17
97-8 11718 2 O'l 1 "8
9'78 2- 9'4"
1'3" 1'3"12 1'3"12
I-L! -L%q
1'3"12 2'8"4 2'6"4 1'3"12 1 1-3"
I-L! -Lf�d �� -Lt-]
III 2X4 W=3X4
2X4 —=4X6 III 2X4 =-5X10 1112X4 —=4X6 III 2X4
A B C D E F G H I J K L M N 0
AC..
=2X4AD
8
AB
=-4X6
Loading Criteria (pso Wind Criteria
TCLL: 40.00 Wrid 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
1: NA GCpi: NA
Wnd 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 "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 5X6 except as noted.
Camber
Max JT VERT DEFL: LL: 0.37" DL: 0.26". See detail
DEFLCAMB1014for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbI diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
=-6X6 iW=H0308
I
20'11 "8
=— 6X6
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A 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): 0.369 V 665 360
AB 1139 1-
/7.5
Lu: NA Cs: NA
VERT(TL): 0.577 V 425 240
p 1153 /-
/4.0
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 if Misc Criteria
Creep Factor: 1.5
Bearings AB & P are a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CS 1: 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):
1 1) H-1
0 -4533
WAVE, HS
VIEWVer: 16.01.01B.0614.19
IA-B
I B - C 0 -2009 1-1
0 0
;,nrikid cmIaL6f tl�h J=—zdwa not considwed dene6 and �Itd
C-D
0 -3536
I-K
0 -3536
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-0
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
5232
0
Z-Y
4096 0
T-S
0
0
Y-W
4096 0
T-R
4091
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.
AC -AD
0 -3
U-H
396
-Q3
A -AB
0 -42
H-T
0
-1058
AB- B
0 -1555
T-1
662
0
B -AA
1240 0
I-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
Z-F
0 -762 -
Q-N
1240
0
F-W
622 0
N - P
0
-1556
W-G
0 -1028
P-0
0
-15
G-V
� 11
88 -12
— �a
O-P
0
-44
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWNGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, iriptalling and bracing. Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, by TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary
bracipoTer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attach id iIi L cations shown forpermanent lateral restraint ofwebs shall have bracinp inslalled per BCS] sections B3, B7 or 910
'e n
a s a p p I i c a b1le. 'A"p'n n
p?� Floates to each face of truss and position as shown above and on the Joi Details, unless noted otherwise. Refer to'
drawings 160A-Z fbr s andard 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, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
3
listing this drawing, indicates acceptance 9f pro essionA engineerm responsibility solely for the design shown. The suitability
and use of this rawing for any structure is tile responsibility of the guilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS1 11 Ply: 1 SEQN: 681599 1 T51 I SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 21 "D" OL OW Qty: I FROM: JAH DRW:
Truss Label: FT10 Wgt: 50.4 lbs ... 03/30/17
3p"B
2'10"8 1 3-4; .8 6-4"
2'1 0"S 15"81 1 2'10"8
2X4
Y8
P'� �— 1'3"12 -�
III 2�4 3X4 1112
B (�4 1112L�4 V(4 1112�4
J � RNW,31�11 I= LIE �& tal�L� LIE
G
=_3�4 —A& - =— 3X4
6'4"
Loading Criteria (ps�
Wind Criteria
Sn6w Criteria (Pg,Pf in PSF) Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 40.00
Wnd Std: NA
Pgj NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R /U /Rw /Rh IRL
/W
TCDL: 10.00
Speed: NA mph
Pf. A Ce. NA VERT(LL): 0.010 D 999 360
J 334
/7.5
BCLL: 0.00
Enclosure: NA
1_4NA Cs. NA VERT(TL): 0.016 D 999 240
G 349
BCDL: 5.00
Category: NA
Sn w Duration: NA HORZ(LL): 0.002 G - -
J Min Brg Width Req = 1.5
Des Ld: 55.00
EXP: NA
N
HORZ(TL): 0.003 G - -
G Min Brg Width Req = -
NCBCLL: 10.00
Mean Height: NA ft
Co�e / Mi.. Criteria Creep Factor: 1.5
Bearing J is a rigid surface.
Soffit: 0.00
TCDL: NA psf
Bldg' Code: FBC 2014 RES Max TC CSI: 0.080
Bearing J requires a seat plate.
Load Duration: 1.00
BCDL: NA psf
MWFRS Parallel Dist: NA
TPI �.Std: 2007 Max BC CSI: 0.087
Spacing: 24.0
C&C Dist a: NA ft
Rep� Factors Used: Yes Max Web CSI: 0.089
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.
1: NA GCpi: NA
Platl Type(s):
- B 1 0 D-E
0 -382
Wnd Duration: NA
WA�E I VIEW Ver: 16.0
B-C 0 -382 E-F
3 0
Lumber
C-D 0 -387
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 4x2 SP #1
Chords Tens.Comp. Chords
Tens. Comp.
Webs 4x2 SP #3
J-1 267 0 H-G
265 0
Lumber value set "l 313"
uses design values
I-H 387 0
approved 1/30/2013 by
ALSC
Additional Notes
Maximum Web Forces Per Ply (Ibs)
Webs are square cut except dbl diagonals or as
Af
�`:A
Webs Tens.Comp. Webs Tens. Comp.
otherwise shown.
ss, s!P* I 4141,
K-L 0 D-H
0
FIV
-3
-93
Truss must be installed
as shown with top chord up.
A-J 0 -60 H-E
159 0
40
J-13 0 -372 E-G.
B-I 161 0 G-F
0 -373
0 -15
*0
I-C 0 -92 F-G
0 -62
ss
0-111Z som
AT,8
ST
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
—IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme ca�e in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building
c c
Corn onent Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
b,.c',PngTer BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attache rigid ceiliny. Locations shown for permanent lateral restraint lof webs shall have bracinp inslalled per BCSI sections B3 B7 or 9
3 10
as applicab e. App y Flates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. kefer to' k7neftts�. Lit.
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW BuildinhComponents Group Inc. shall not be Iresponsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI P1 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pa
,tge
listing this drawin indicates acceptance 9f prOTessional engineer! responsibility solely for the design shown. The su ability
and use of this grawing for any structure is the responsibility of theTuilding Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: v)ww.a1pine1tw.cDm; TPI: www.tPinstorq; SBCA: www.sbcindustrv.com: IM �Jccsafe_ara
Job Number: 136DCS1 11 Ply: 1 SEQN: 622417 / T48 / SY42 � I
4EGB Galen 2432 "D" OL OW /DR Horton 14EGB Galen 2432 "D" OL OW Qty: 2 FROM: DJH DRW.'
Truss Label: FT1 I � Wgt: 33.6 lbs � ... / ... 03/30/17
Loading Criteria (psq
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
1: NA GCpi: NA
\A(ind 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 "'! 313" uses design values
approved 1/3012013 by ALSC
Additional Notes
Webs are square cut except dbI diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
�-- 1'3" VY ---�
3" 3"
F I �— 8" -� F I
1112X4 4 =— 3X4 III 2X4
A C D
M,
W—R
op —A
E
=— 3X4
—3-8" 1
-A
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code i Misc Criteria
Bldg Code: FBC 2014. RES
TPI Std: 2007
Rep Factors,Used: Yes
FT/RT:12(0)110(0)
Plate Type(s):
WAVE
Defl1CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 F 999 360
VERT(TL): 0.004 F 999 240
HORZ(LL): 0.000 E - -
HORZ(TL): 0.001 E
Creep Factor: 1.5
Max TC CSI: 0.071
Max BC CSI: 0.036
Max Web CSI: 0.038
Mfg Specified Camber:
VIEW Ver: 16.01.01 B.0614.20
b(i B8 7FA8 0.0 99 2E 85, 1`13
'fl.iped -� �0'106 b V kancoljAktin,�w
�?tin! �c ic's 81 'htsdrcumant we not cand—,d dgnae md A.�Ied
ar'd tL a'4'.
2�6.�Atica,tidn �h"t 6 mif4d �i any&CtratW�
-c.pfm
i
t
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh IRL /W
G 202 1-
E 202 /- /4.0
G Min Brg Width Req = -
E Min Brg Width Req = 1.5
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 3 0 C-D 3 0
B-C 0 -114
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
G-F 112 0 F-E 112 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-G 0 -82 C-E 0 -160
G-B 0 -160 E-D 0 -15
B-F 29 0 D-E 0 -67
F-C 29 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Com onent Safety Information, by TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary.
bracipp erly
gyer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathini and bottom chord shall have a pro
,a n L 3tions shown for permanent lateral restraint of webs shall have bracing ins, alled per BCSI sections B3, B7 or 10.
attach 9
as app ble. 'A p tes to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to
.pY� FIN
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW BuildinhComponents 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, shippiny, installation and bracing of trusses.A seal on this drawing or cover pp e
listing this drawing, indicates acceptance 9f pro essiona engineeri responsibility solely for the design shown. The su ability
and use of this rawing for any structure is the responsibilitg of theloullding Designer per ANSI1TPI I Sec.2.
Job Number: 136DCSI I I Ply: I SEQN: 622452 T50 SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2412 "D" OL OW Qty: I FROM: DJH DRW.
Truss Label: FT12 Wgt: 98.0 lbs ... 03/30/17
I I "12
1'4"
(TYP)
W=3X4
A B C D E F G H I J K L M N 0 P
_F Q 2X4 -�L8
—2X4 H
f 1, P F
-2L8
RR
AG AF AE AD AC ABAA z y X W V LI T S
17'11 "8
17'11 "8
Loading Criteria (Iosf]i
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: INA ft
S 'now
P I
P�t:NA
L
Sirlow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria
NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/#
Ce: I VERT(LL): 0.000 IN 999 360
INA Cs: NA VERT(TL): 0.000 N 999 240
Duration: NA HORZ(LL):-0.002 B - -
HORZ(TL):-0.002 B - -
A Maximum Reactions (Ibs), or *=PLF
Loc R / U /Rw /Rh IRL /W
AG-109 /- /_ /_ /_ /215
AG Min Brg Width Req
Bearing AG is a rigid surface.
I
NCBCLL: 10.00
TCDL: NA psf
Code
/ Misc Criteria Creep Factor: 1.5
I
Maximum Top Chord Forces
Per
Ply (Ibs)
Soffit: 0.00
BCDL: NA psf
Bldg
Code: FBC 2014 RES Max TC CSI: 0.075
Chords Tens.Comp.
Chords
Tens. Comp.
Load Duration: 1.00
MWFRS Parallel Dist: NA
TP
I I Std: 2007 MaxBCCSI: 0.018
A-B 2 0
1-1
2
0
Spacing: 24.0
C&C Dist a: NA ft
Rep
Factors Used: Yes Max Web CSI: 0.031
B-C 2 0
J-K
2
0
Loc. from endwall: NA
FT
RT:20(0)110(0) Mfg Specified Camber.,
C-D 2 0
K-L
2
0
1: NA GCpi: NA
Pl9te
Type(s):
D-E 2 0
L-M
2
0
Wind Duration: NA
IVE VIEWVer: 16.01.01113.0614.20
E-F 2 0
M-N
2
0
F-G 2 0
N-0
2
0
Lumber
Value Set: 13B (Effective 6/1/2013)
G-H 2 0
O-P
2
0
H-1 2 0
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Lumber value set "l 313" uses design value's
Chords Tens.Comp.
Chords
Tens. Comp.
approved 1/30/2013 by ALSC
AG-AF 0 -2
Y-X
0
-2
AF-AE 0 -2
X-W
0
-2
Bracing
Sheathing is required for any longitudinal(drag)
W I M-
AE-AD 0 -2
AD -AC 0 -2
W-V
V-U
0
0
-2
-2
forces. All connections to be designed by the building
AC -AB 0 -2
U-T
0
-2
designer.
AS 0
T
0
Fasten face
-AA -2
-S
-2
rated sheathing to one of this frame.
AA -Z 0 -2
S-R
0
-2
N6 047
Z_Y 0 -2
Plating Notes
All plates are 2X4 except as noted.
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens. Camp.
Additional Notes
-S,-TAT,E
A
Webs are square cut except dbl diagonals or as
-AG 0 -49
P-R
Q -AH
0
1
otherwise shown.
o'
0 -32
Truss must be installed as shown with top chord up.
Maximum Gable Forces
Per Ply (Ibs)
Gables Tens.Comp.
Gables
Tens. Comp.
B -AF 0 -116
I-X
0
-133
��A AR-FIF.,
01.5A,38:FF 513 8: IF 49,00,99-2E FII
C -AE 0 -137
D -AD 0 -132
J-W
L-V
0
0
-133
-134
1
hR� pgan.al�c man,ad, zoale'ci by m2nu 4,mart in �4
E -AC 0 -134
M-U
0
-132
v�aw.
F -AA 0 -133
N-T
0
-137
G-Z 0 -133
O-S
0
-115
FIAMG
1
�oiDiM of thk t1.L..rt`.t nc i �'aakrcd
1 - I I I , . I 1 .1
H Y 0 -133
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
—IMPORTANT** FURNISH THIS DRAW NG TO ALL 'CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary 7
bracingTqr.BCSI. Unless noted otherwise,top, chord shall have properly attached structural sheathina and bottom chord shall have a pro alley
aftaic erly
he rigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 910
3 "1
as applicab e. App y Flates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Buildin�Components Group Inc. shall not �e 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 pp
,tge
listing this drawin indicates acceptance of prOTessional endineerin responsibility solely for the design shown. The su ability
and use of this 0tawing for any structure is the responsibilitg of the guilding Designer per ANSIITPI I Sec.2.
For more information see this iob's cieneral notes oacie and these web sites: AILIPIN�- www-ainineit. r TPF — Mit qRr.A- — �h,!Mt- - ir.r.- i--f.
Job Number: 136DCS1 11
4EGB Galen 2432 "D" OL OW /DR Horton AEGB Galen 2432 "D" OL OW
Truss Label: FT13
T
78
�2X4z
6T-4
6'1 --4
�— I'T' -�
r'j �-- 2'6" 1" 12
III 2X4
A B
=4X4
D
1112X6
Ply: 1 SEQN: 681647 / T39 / —
Qty: 6 FROM: DJH 7D.RW-/
Wgt: 116.2 lbs 1 03/30117
8T-4 1 17'11 "8
2- 910"4
�8" VY12 1'3"l
�-- 2-15" -�� ' 1 2-15" ---+ 1-Y
= 3X4
1112X4
E F
W=3X4
3X4 1112X4
G H I
1112X4
L
A
1T1 1 "8
Loading Criteria (ps� Wind Criteria
Snow Criteria '(Pg,Pf in PSF) Def11CSl Criteria
A Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R /U /Rw /Rh /RL
/W
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
Pf. NA Ce: NA VERT(LL): 0.308 S 680 360
X 974
BCDL: 5.00 Category: NA
Lu: NA Cs: NA VERT(TL): 0.481 S 435 240
M 988
/7.5
/4.0
Des Ld: 55.00 EXP: NA
Snow Duration: NA HORZ(LL): 0.038 M - -
X Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: NA ft
HORZ(TL): 0.059 M - -
M Min Brg Width Req = 1.3
TCDL: NA psf
Code / Misc Criteria Creep Factor: 1.5
Bearings X & M are a rigid surface.
Soffit: 0.00 BCDL: NA psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.915
Bearing X requires a seat plate.
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.Cornp. Chords
Tens. Comp.
1: NA GCpi: NA
Plate Type(s):
A-B 1
Wind Duration: NA
WAVE VI EW Ver: 16. 0 1. 01 B. 0614.19
0 G-H
B-C 0 -1664 H-1
0 -2841
0 -2841
Lumber
C-D 0 -2858 1-1
0 -2841
Value Set: 13B (Effective 6/1/2013)
D-E 0 -3445 J - K
0 -1668
Top chord 4X2 SP #1
E-F 0 -3451 K-L
3 0
Bot chord 4X2 SP #1
F-G 0 -3393
Webs 4x2 SP #3
Lumber value set "1313" uses design values
Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Chords Tens.Comp. Chords
Tens. Comp.
Plating Notes
-111. it 1111.19tito
X-W 950 0 R-Q
3545 0
All plates are 4X6 except as noted.
't
U
W 2351 0 Q-P
V-U
0 0
1 plate(s) require special Positioning. Refer to
scaled plate plot details for special positioning
IV
0 0 Q-0
T
U 3438 0 O-N
3239 0
2358 0
requirements.
T-S 3445 0 N-M
946 0
047102 1,
S-R 3547 0
Camber
Max JT VERT DEFL: LL: 0.31" DL: 0.22". See detail
Maximum Web Forces Per Ply (Ibs)
DEFLCAMB1014for camber recommendation S.
Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
TAT E 'OF'
Y-Z 0 -3 F-Q
0 -336
+ 2x6 continuous strongback. See detail
A-X 0 -41 Q-G
X-B 0 -1323 G-0
273 0
0
STRBRIBR1014 for bracing and bridging
recommendations.
B-W 992 0 1-0
-541
0 -70
Webs are square cut except dbl diagonals or as
W-C 0 -956 O-J
C-U 732 0 J N
657 0
'-
otherwise shown.
-
U-D 0
0 960
Truss must be installed as shown with top chord up.
SE R(AL k
-1133 N-K
D-T 676 0 K-M
1004 0
0 -1320
4blO.1,5A38:FFSqBIBOBb.7F48009-q,2E85
E-S 178 -123 M-L
0 -15
altv -Asned -nd =iw w m.nul
S-F 249 -406 L-M
0 -44
RL , A.1
Pt"ad "Oes 01 ti;k din.rdand �kd
aAd d*. SWA�l
—WARNING— READ AND FOLLOWALL NOTES 0 PHIS �DRAW�NGI
—IMPORTANT— FURNISH THIS DRAWING TO ALL CON RA R N DING THE INSTALLERS
G S I CLU '
n Re er to and follow the latest edition of BCS] (Building
- f r
g n hese functions. Installers shall provide temporary
rf rm' g t I e hpatl�in and bottom chord shall have a progerly
ty I tt u ctu r. s
T CTO
x n n n n a' in and bra
ty P g c s' s g t c
a e r e 0
n or 0 P str
i' . P tc P hed
h e Pro . tr Y. .
w . I v r
n 1 1-1 eb ha I ha a b acine ins, ailed per BCS] sections B3 B7 or 10,
.I r P of
sle e.tra
U ,a a tram a n fab in h nd' n h
' a I f. r by ri I t ' SBCA 0
t' S 1. U.I.. at. . TP - . or
B ted he e h d h
i, CS ili.7. L 0 . t . -'s top t t
d e --ti - h wn f. er_.nen .
5. App y Vista. to each face - truss and P. itl.n as shown above and on the Join Details, unless noted otherwis6. kefer to
0;�_Z for . nd.,d plate Positions.
a division of ITW Buildin,�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, shippiny, installation and bracing of trusses.A seal on this drawing or cover page
this drawino,, indicates acceptance of 3
pro essionq gngineeri responsibility solely for the design shown. The suitability
;a of this awing for any structure is the responsibilitV of therguildino Dpninn— — ANQI/TDI -1 Q-- n
Job Number: 136DCS1 11 1 Ply: 1 1 SEQN: 681597 / T54 I SY42
4EGB Galen 2432 "D" OL OW /DR Horton AEGEs Galen 2431 D OL ow Qty: 1 FROM: DJH DRW:
Truss Label: FTG1 I � Wgt: 39.2 lbs I / ... 03/30/17
Loading Criteria (pso 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
1: INA 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 "l 3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00)
TC-From 100plfat 0.00 to 100 pif at 3.41
BC- From 10 pif at 0.00 to 10 plf at 3.41
TC- 349 lb Conc. Load at 1.55
Additional Notes
Webs are square cut except dbi diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
6"
1'27
6"
1'27
=_3X6 3X4 —_3X6
A B C
E
=3X8
i 3'4"14
D
3X8
ow Criteria (Pg,Pf in PSF)
Defil/CSI Criteria
A Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc L/defl U#
Loc R U /Rw /Rh /RL 1W
NA Ce: NA
VERT(LL): 0.006 B 999 360
E 380
NA Cs: NA
VERT(TL): 0.009 B 999 240
D 344
ow Duration: INA
HORZ(LL): 0.001 D - -
E Min Brg Wdth Req =
HORZ(TL): 0.001 D - -
D Min Brg Width Req =
ide / Misd Criteria
Creep Factor: 1.5
Ig Code: FBC 2014 RES
MaxTCCSI: 0.197
Maximum Top Chord Forces Per Ply (Ibs)
I Std: 2007
MaxBCCSI: 0.125
Chords Tens.Comp. Chords Tens. Comp.
p Factors Used: Yes
Max Web CSI: 0.087
A-B 0 -17 B-C 0 -8
/RT:12(0)/10(0)
Mfg Specified Camber:
ite Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WE
VIEW Ver: 16.01.01B.0614.11_j
Chords Tens.Comp.
E-D 292 0
Maximum Web Forces Per Ply (lbs)
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
0
UUM
5tA
FF,56:6�BO 7117' 00:09-2E85FI5,
PIE, �L 4i16 tv�
17, 1 � . a
&d.
ar,ltodcoplm 8f W� d=ment am n6i canshivad gignnd and —led
cod& V1t.b.)j..0r1rkd on �4�f.tranl_
—WARNING— READ AND FOLLOWIALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
r eq ire e a e a a n ca n hand n h in installing and bracing. Refer to and follow the latest edition of BCSI (Building
tr r fi rac '
ty 8 a it I g , t rforming these functions. Installers shall provide temporary
s
e r 0, r 0 pe t
9 r r�
a g r 'ct c sp t ac ed st uc u al sheathinq and bottom chord shall have a pro 9 erly
ty p
p
a
CA T
s
s I ha e e a eb h I h a bracinp installed per BCS1 sections B3, B7 or 10
v - I fRefer to'
ri t , n
y f w s h
rop nt
s' a tera v re p tr
dt . it, n h wnab ea d n eJoi Details, unless noted otherwise.
0
SB ch ' rd
top 0
en S fe Info mat' n ' b TP' an
e 8 S. U ness noted 0 he- a
r,�'d . I n L cation shown fo erm.n - I
;� F1 tes to each face - truss an p s 0 a-s 0
.15e A p y
f. r s da rd p ate pos, fi ons
1 6 0 _Z P
s
d! .i.n of ITW Bu'ld'n C. orients Grou I n.. sha 11 ot be responsible for any deviation from this drawing,any failure to build the
rm. . wit S or for an 1, p i h pp, , st 11 t, n and bracing of trusses.A seal on this drawing or cover page
n n hAN h d ng s n n a a
is f r."', . Oi. i..t. 1� PI 1 of r ..o.. 7 gi rin a r sp.
th . d d .. er t n en nee e n bility solely for the design shown. The suitability
f I is raw! g for y . r. tu r i . t r s P. I of t I I
i rig s,
-e h n n e e e n bi h d Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS1 11 Ply: I SEQN: 681614 T35 / SY42
4EGB Galen 2432 "D" OL OW /DR Horton /4EGB Galen 2432 "D" OL OW Qty: 1 FROM:JAH DRW:
Truss Label: FTG2 Wgt: 193.2 lbs ... 03/30/17
17-8 1'3"4 17-7 1'27 1'3"
2-5" 1'3"4 1-1-11 177 177 177 17-4
W=3X4 =5X6
=-6X8 =-6X8 =5X6 =-4X4 =-4X4 =4X6 W=3X4 =6X6 =6X8
AD A B C D E F GH i K L M N 0 P Q
=2X4 I
-ins AE
1-1 AB AA z Y —=4X6 x w V U T S R�2
AC _=6X8 =_7X8 =-4X4 —=4X4 W=H0308 =5X6 =-6X8 =_6X10 =_6X8
=-6X6 W=H0308
i 20'11"8
Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.387 G 634 360 AC 1405 / /7.5
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.605 G 405 240 R 1622 /- /4.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.0 AC MinBrgWdthReq= 1.5
Des Ld: 55.00 EXP: NA HORZ(TL): 0.0 R Min Brg Width Req = 1.3
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor., 1.5 Bearings AC & R are a rigid surface.
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.326 Bearing AC requires a seat plate.
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: o.688
Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.854 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.
1: NA GCpi: NA Plate Type(s): A-B 0 -28 I-J 0 -6441
Wind Duration: NA WAVE, HS VIEWVer: 16.01.0113.0614.19 B-C 0 -2756 J-K 0 -5804
Lumber C-D 0 -5047 K-L 0 -5804
Value Set: 13B (Effective 6/1/2013) D-E 0 -5047 L-M 0 -4666
'E - F 0 -5986 M-N 0 -4666
Top chord 4x2 SP #1 F-G 0 -6473 N-0 0 -2873
Bot chord 4x2 SP #1 G-H 0 -6441 O-P 0 -2873
Webs 4x2 SP #3 H-I 0 -6441 P_Q 0 -42
Lumber value set "'1313" uses design values
approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs)
Special Loads Chords Tens.Comp. Chords Tens. Comp.
AC -AB 1500 0 W-V 6224 0
MA
—(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) 1zL 0
TC-From 100plfat 0.00 to 100 plf at 20.71
AB -AA 3995 0 V_U 6224 0
BC- From 10 pif at -0.12 to 10 plf at 20.83
AA- Z 5948 0 U-T 5358 0
PLT- 344 lb Conc. Load at ( 6.35, 9.96)
Z_Y 6343 0 T-S 3859 0
PLT- 2021bConc. Load at(18.15, 9.96),(20.35,9.96)
. . Nd 0 Y_X 6566 0 S-R 1518 0
Plating Notes X-W 6566 0
All plates are 2X6 except as noted.
Maximum Web Forces Per Ply (Ibs)
Camber Webs Tens.Comp. Webs Tens. Comp.
STATE
Max JT VERT DEFL: LL: 0.38" DL: 0.22". See detail Jw-
AD-AE 0 -9 I-W 0 -64
A -AC 0 -60 W-J 293 0
DEFLCAMB1014 for camber recommendations. vt' - , 2*'
0, - N. "�C
�0
AC- B 0 -1976 J-U 0 -579
Additional Notes S, B -AB 16B7 0 U-L 614 0
+ 2x6 continuous strongback. See detail
ON AV,
AB- C 0 -1665 L-T 0 -930
STRBRIBR1 014 for bracing and bridging a A
'SPERR � , C -AA 1383 0 M-T 0 -80
IAL k
recommendations. �.. I , 1 1. 1 1 "1. 1�1."" � I " " '. 1, " AA- D 0 -96 T-N 1087 0
Webs are square cut except dbl diagonals or as 40015A,38�FF5ftBl�BOBBI,7F.4,8�OOi99:2E.85,FB�, AA- E 0 -1183 N-S 0 -1325
otherwise shown. Tbi, iternha& been ekniaMalif iWvd, and sea adby manWmartiner�
E-Z 336 0 O-S 0 -269
Truss must be installed as shown with top chord up. Z-F 0 -492 S-P 1793 0
F-Y 178 0 P-R 0 -1999
pnntea-pie-1 thkdc<=..t'.'ot c—ldcned da-d-d—led Y-G 0 -129 R-Q 186 .0
and dv. SN��, 2uth�.�11C.2t]MICC�ili�V�t'b.,V�ri'fki'.r�".i�j
G-W 6 -168 Q-R 0 -437
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNG!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Com nent Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
br.cippoyer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attache ri Locations shown for permanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3 B7 or 910,
p gid ceiliny
as a plica15 a. App y v,.Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwis�. Nefer to
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Build in;�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, shippiny, installatio.n and bracing of trusses.A seal on this drawing or cover page
3
"Sting this drawin indicates acceptance 9f pro essionak engineering responsibility solely for the design shown. The suitability
and use of this grawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
For more information see this mob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinstorg; SBCA: www.sbcindustry.com; ]CC: www.icesafe.org
Job Number: 136DCSI 11 Ply: 1 SEQN: 622426 / T37 SY42
4EGB Galen 2432 "D" OL OW /DR Horton AEGB Galen 2432 D UL OW Qty: 1 FROM: DJH DRW:
Truss Label: FTG3 Wgt: 47.6 lbs ... 03/30/17
6"
1'2"12
4 "..
2-6" 1'2"12
3X4 W(4 =-3X4 Y6
A I C
G E
=— 3X4
3 6 —=3X8
5'10" A
Loading Criteria (ps� Wind Criteria 9now, Criteria (Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 40.00 V.Vind Std: NA Pjg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf.- NA Ce: A VERT(LL): 0.006 F 999 360 G 311 /4.0
BCLL: 0.00 Enclosure: NA u: NA Cs: NA VERT(TL): 0.009 F 999 240 E 318 /6.0
BCDL: 5�00 Category: NA now Duration: NA HORZ(LL): 0.001 E - - G Min Brg VAdth Req = 1.3
EXP: NA
Des Ld: 55.00 Mean Height: I NAft HORZ(TL): 0.002 E E Min Brg VVidth Req = 1.3
NCBCLL: 10.00 Code I Mi.. Criteria Creep Factor: 1.5 Bearings G & E are a rigid surface.
TCDL: NA psf j
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES MaxTCCSi: 0.196
Load Duration: 1.00 MWFRS Parallel Dist: NA PI Std: 2007 Max BC CSI: 0.096 Maximum Top Chord Forces Per Ply (lbs)
Spacing: 24.0 C&C Dist a: NA ft lap Factors Used: Yes Max Web CSI: 0.080 Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: A-B 4 0 C-D 7 0
1: NA GCpi: NA �Iate Type(s), B-C 0 -251
I Wind Duration: NA I WAVE IVIEW Ver: 16.01.01 B.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 4x2 SP #1 G-F 239 0 F-E 233 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3 Maximum Web Forces Per Ply (lbs)
Lumber value set "I 3B" uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
A-G 0 -23 F-C 68 0
G-A 0 -48 C-E 0 -337
Additional Notes
Webs are square cut except dbi diagonals or as
G-B 0 -335 E-D 0 -20
otherwise shown. �409 "A B - F 64 0 D-E 0 -52
Truss must be installed as shown with top chord up.
0
$.TATE OF
ORA
N
'#;�'z /ON A
Di5A' 38"IFF-513' 8"1,B6 lib 7'F 48 00 994 8�'FB
U..9 72221.nt adit—t...A
oftNiticcunient wtnot cvnsiaartd agned and �Ivd
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAVANG!
—I.MPORTANT** FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS
russes require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
0 . onent afe Information, by TPI an SBCA) or sa E ty practices prior to performing these functions. Installers shall provide temporary.
braci er SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly a
attac ri i ceilln . Locations shown forpermanent lateral restraint of webs shall have bracinp insTalled per BCSI sections B3, B7 or 910,
as lica a. A I-tes to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
d in s 160 -Z nd.rd plate positions. I
Alpinp, a division of ITW BuildinhComp6nents 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 shlppi�jiq, inst@llatipp and bracing of trusses.A seal on this drawing or cover page
listing this drawin indicates acceptance of proYessional erigmeen responsibility solely for the design shown. The suitability
and use of this graiwing for any structure is the responsibility of thenduilding Designer per ANSIITPI 1 Sec.2.
lFor more informaton see this *ob's general notes paqe and these web sites: XLPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; IM www.iccsafe.org
a,
0
Gable Stud Reinf orcement Detiall
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed,,45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nr. 120 m.h Wind Sneed. 151 Me- H�Irht. Pmrtinil,, F7lrj. rvr n ie,+ = I Tin
2x4 Brac
Brace
Gable Vertical
Grade
Spacing Species I Grade
No
Braces
(1) Ix4 ILI Brace x
(1) 2x4 ILI Brace X
(2) 2x4 ILI Brace alm
(1) 2x6 ILI Brace x
(2) 2x6 ILI Brace xA
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
+>
#1 / #2
3' 10'
61 71
6' 10'
7' 9'
8' V
9' 3'
7-
12' 2'
12, 81
14' 0'
14' 0'
-
SPF
#3
3' 8'
5' 9'
6' 2-
7' 8'
7' 11'
9' 1'
_9'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
U
HF
Stud
3' 8'
5' 9'
6' V
7' 8'
7' 11'
1), 1.
9' 6-
12, 0.
12' 6'
14' O'_
14' 0'
0
Standard
3' 8-
4' 11'
5' 3'
6' 7'
7' V
a, il,
9' 6'
10' 4'
111 11
14' 0'
14' 0'
#1
4' 0'
1 61 8-
61 111
1 71 10-
81 21
91 41
91 a,
12' 4'
121 9'
14' 0'
14' 0'
_j
1,
#2
3' 10,
61 71
61 IO'_
7o 90
a, 11.
91 3'_
91 71
121 21
12' 8-
14' 01
141 01
#3
-stud
3' 9'
5' 3-
5' 7'
61 111
7' 5'
9, 2.
9' 7'
10, ill
Ill a,
14' 0'
14' 0'
oj
D F L
3' 9'
5' 3'
51 71
6' II'_
71 51
91 a,
9,
Ill 81
14' 0'
14' 0'
Standard
3' 6'
7-
4' 11'
6' 2'
6� 7'
8' 4'
81 Ill
91 a,
10' 4'
13, 11
14' 0'
U
#1 / #2
4' 5'
7' 6-
7' 9-
a, 10,
9' 3'
10' 7'
Ill 01
13, Ill
14' 0'
14' 0'
14' O'_
+>
SPF
#3
4' 2-
7' V
7' 9'
a, 91
91 11
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
U
HF
Stud
4' 2'
7' 1'
7' 6'
a, 9.
9. 1.
10' 5'
1 10' 10'
13' 9'
14' 0'
14' 0'
14' 0'
o)
o
Standard
4' 2 -
61 1.
6' 5-
all,
a, a,
10' 5'
10, 10,
12, a,
13' 7'
14' 0'
14' 0'
#1
4' 7'
7' 7'
7' 11'
91 Ol
9' 4'
10, 13,
ill 11
14' 0'
14' 0'
14' 0'
14' 0'
>
#2
4' 5'
7' 6'
7' 9'
a, 10,
9' 3'
10' 7'
Ill 01
13, Ill
14' 0'
14' O'_
14' 0'
�10
03
4' 4'
6' 5'
61 to,
8' 6'
91 1.
10' 6'
10, ill
13' 4'
14' 0'
14' 0'
14' 0'
DFL
Stud
4' 4'
6' 5-
6' 10'
8' 6'
91 1.
10' 6'
10, Ill
13' 4'
141 0'
14' 0'
141 0'
Standard
4' 2'
5' 8-
61 0.
7' 6'
81 Ol
10, 21
10, 10,
ill 10,
12' 7'
14' 0'
14' 0'
#1 / #2
41 101
8' 3-
a' 7-
91 91
10' 2'
10' 7'
12' 1.
14' 0'
14' 0'
14' 0'
1 14' 0-
SPF
#3
4' 7'
8' 2-
8' 5'
1 91 a,
10, Ol
11' 6'
1 12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
U
HF
Stud
4' 7'
a, 2.
8' 5'
91 81
10, Ol
ill 61
12, a,
14' 0'
14', 0'
14' 0'
14' 0'
0
Standard
4' 7'
7' 0'
7' 5'
9' 4-
10, Ol
11' 6'
12, Ol
14' 0'
14' 0'
14' 0'
14' 0'
X
#1.
5' V
S' 5'
81 81
91 ill
10' 3'
ill 91
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
-S P
#2
4' 10'
a, 3.
8' 7'
91 91
10' 2'
11' 7'
12' V
14' 0'
14' 0'
14' 0'
14' O".�_
#3
4' 9 -
7' 4-
T-1
2_' 2'
10, 11
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
DFL
Stud
4' 9'
7' 4'
__
7' 10'
9, a;
10' 1'
11' 7'
12, Ol
14' 0'
14' 0'
14' 0'
14' 0'
I Standard
1 4' 7'
6; 6'
61 ill
8' 8'
9' 3'
11' 6'
12, Ol
13' 7'
14' 0'
1 14' 0'
1 14' 0'
Bracing Group Species and Grades,
Group A:
pruce-Plme-Fir, Hem-FIr
#1 / #2 jStancla�d #2 1 Stud
#3 Stud 11 1 #3 jStqndqr�
Douqias Fir -Larch Southern Pineoxx
SlL3 03
u d Stud
Standard Stand. -A
Group Bi
Hem -Fir
#I �L Btt�d
D las =Flr-Larch Southern PInewNA
N4 Braces shalt be SRB (Stress -Rated Board).
KwwFcr Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes;
Wind Load. deflection criterion Is L/240,
Provide uplift connections for 75 pif over
continuous beQring (5 psF TC Dead Load).
Gable end �upports Load from 41 0' outtookers
with 2' 0 overhang, or 12' plywood overhang,
z�a
Attach ILI braces with 10d (0.12SN3.0' m1n) malts,
able Truss
/G
)K For (1) 'L' brace- space nails at 2' o.c.
In IS' end zones and 4' o.c. between zones.
Diagonal brace option,
vertical length may be
T
C+)
)K)KFon (2) ILI braces- space rolls at ?I o.c.
In 181 end zones and 6' o.c. between zones.
doubled when diagonal
brace Is used. Connect
18'
L
)K
bracing must be a minimum of 80% of web
member length.
diagonal brace for 600#
at each end, Max web
ILI
I
ace
Brace
Gable Vertical Plate Sizes
total length Is 14'
r
2x6 DF-L #2 or
NEW
Trn'
VerticoL��gth No Splice
Less thaW4 0? 2X3
Vertical te gth shown
In table above.
45*
4
better diagonal
bracej single
or double cut
(as shown) at
X
1,
1
nr, �n
Greater than 4' 0', but
3X4
less thc
Greater than IV 9'
R:fer to,common truss design for
I
upper end,
, ,
R
p Qk, spice, and heet pates.
U
P chart
Connect diagonal at
midpoint of vertical we
/-4ont'nUous
above for In �&6 W%rigth.
Refer to the Building Designer for conditions
not addressed by this detalt.
AN Irw COMPANY
13389 Lakefront Drive
Earth City. MO 63045
,TWARNINGD-z READ AND FnLLnW ALL NOTES 13N THIS BRAVING[
11IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In FabrlcQtlng, handling, shipping, ll.tattling and br..Irg, R.F.g to and
o
"f. , the Latest edition of BCSI (BuItcHmil Component Safety Information, by TPI and SBCA) for, safety
U., cz,ces prior to performing these functions. Installers shall provide temporary bracing p.r PCSI.
,ze.. noted otherwise, top chord shalt have property attached structural sheathing and bottom chord
at, hav: a properly attached rlgld celling. Lacatloms sho,n far permanent lateral restraint of webs
."a', h.v 'r..Img ht.1t.d per BCSI tl 43, B7 or BID, .. applicable. Apply plate. to each Face
of t, m
u.s and position .. show 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. shalt not be responsible far my deviation rom
this drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handling, shIppIm f
hstQtLatlon & bc1mg of trusses.
A seat on this drawing or cover page listing this drawing, Indicates acceptance of professional
engineering responsJbILIty solely far the design shown. The suitability and Tuse aufttp-gs dmwlng
for any structure Is the responsibility of the Bulkofing Designer per ANSI/ PI I
For more Information see this job's general notes page and these web sitesl
ALPINE- wd(pineltw.comi TPI- www.tp1nstorq; SBCA- wwwalacindustry.orlij IM
-, . /
E
S
14,
Z wo OF Z
AN
tt
MAX.
TOT, LD. 60 PSF
REF ASICE7 -10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
MAX.
SPACING 24,0-�
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or- 140 MPH Wind Speed, 30' Mean Height, PartIaLty Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ori 120 Inch Wind Soeed. 30' Mean Heloht. Partla[Lv Fricl—pri. rwrim-inp Ti. ie7t = i.nfi
2x 4 "1_ Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 ILI Brace K
(1) 2x4 ILI Brace x
(2) 2x4 ILI Brace RN
(1) 2x6 ILI Brace 'K
(2) 2x6 ILI Brace xx
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
/ #2
31 a.
6' 3'
6' 6'
7' 5-
7' 8'
81 9.
9' 2-
11' 7'
12' 0'
13' 9'
14' 0'
SPF
-#I
#3
3' 6'
5' 5'
5' 9-
7' 2'
7' 7'
81 81
91 1.
11' 3'
ill ill
13' 7'
14' 0'
U
HF
stud
31 6'
5' 4'
5' 8'
7' P'
7' 7'
81 B.
91 1.
ill 21
ill ill
13' 7'
14' 0'
0
Standard
3' 6'
4' 7-
4' 11'
6' 2'
6' 7'
8' 4'
81 Ill
9' 8-
10' 4'
13' V
14' 0'
#1
3' 10' 1
6' 4'
6' 7-
1 7' 6'
7' 9'
a, ill
91 31
ill 91
12' 2'
13' 11'
'0';
_j
#2
3' 8'
6' V
6' 6-
7' 5-
7' 8'
1 81 9.
9' 2'
1 11' 7'
1 12' 0'
131 9' 1
114:
#3
3' 7-
4' 10'
5' 2-
6' 5'
6' 11'
81 91
91 1.
10, 11
10, 10,
13' 8'
14' 0'
oj
DFL
Stud
3' 7'
4' 10'
5' 2'
6' 5'
61 ill
a, 9.
91 1.
10, 11
10, 10,
13, 81
14' 0'
Standard
3' 3'
4' 3'
4' 7'
51 B.
6, 1,
7' 9'
8' 3'
81 Ill
9' 7-
12, a,
13' 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
81 9.
to, 1.
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
+>
SPF
U
4' 0'
6, 7'
7' 5'
8' 4'
8' 8'
91 ill-
10' 4'
13, 11
13' 7'
14' 0'
14' 0'
U
HF
stucl
4' 01
6' 7'
7' 0'
8' 4'
81 81
91 Ill
10' 4'
13' I'_
13' 7'
14' 0'
14' 0'
0)
0
Standard
4' 0'
5' 8'
6' 0'
1 7' 6'
a, 01
91 it,
10' 4'
1 11' 10'
12' 8'
14' 0'
14' 0'
"1
4' 5' 1
71 31
7' 6'
8' 7'
8' 11'
1 101 21
10, 7'
13' 5'
13' 11'
14' 0'
1 14' 0'
>
'1� 11
#2
4' 2'
1 7' 2'
7' 5'
8' 5'
81 91
10, 11
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
11
#3
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10, 01
10' 5'
12, 51
13' 3'
14' 0'_
14' 0'
DFL
stud
4' V
5' 11'
6' 4-
7' 11'
81 51
10, 01
10' 5'
12' 5'
13' 3'
14' 0'_
PfiV
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10' 2'
ill 01
11' 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
81 2.
9' 4'
9' 8'
10, 11
11' 6'_
14' 0'
14' 0'
14' 0'
14' 0'
d
SPF
#3
4' 5'
7' 7'
81 11
1), a,
9' 6'
10, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
HF
stud
4' 5-
7' 7'
8' V
1), 21
9' 6'
10' 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
o
Standard
4' 5'
6' 6'
6' 11'
a, a,
1), 31
10, 111
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
61 01
8' 3'
9' 5'
91 91
Ill 21
ill 81
14' 0'
14' 0'
14' 0'
14' 0'
d
#2
4' 8'
7' 11'
8' 2'
9' 4-
91 81
Ill 11
11' 6'
14' 0'
14' 0'_
14' 0'
14' 0'
#3
�t—,,ci
4' 6'
6' 10'
7' 3'
91 1
9' 7'
ill 01
61
14' 0'
14' 0'
14' 0-
-T4;'-C—
1-
DFL
4' 6'
6' 10'
7' 3-
9' V
9' 7'
111 0'
11' 6'
14' 0'
14' 0'
14' 0'_
14' 0'
Standard
4' 5-
6' 1'
6' -5-
81 1.
8' 7'
10' It'
11' 5'
12' 8'
13' 7'
14' 0'
14' 0'
�Ymm
About IL
�/Gabte Truss
Diagonal brace optIon3
vertical Length may be
T
doubted—hen-diagonat—
18, X
brace Is used. Connect
diagonal brace for 690#
ILI
at each end. Max web
Brace
total length 15 14
1
/A
2xG DF-L #2 or
I
better diagonal
T_
Vertical length shown
1
bracej single
is, X
In table above.
45*
or double cut
(as shown) at
L _L
'.
upper end.
_ H__
I/ /Continuous Bearing
- "'I I I / / / / /
Connect cilagona-17at
midpoint of vertical web. Refer to chart above or max,,gd%We111I1III1f
-11ARNING111 READ AND FULLOW ALL NOTES IN THIS DRAVINGI
-IMPORTANT- FURNM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
f.Trusses requVe extreme care In fabricating, handling, shipping, InstQUIng and bracing. Refer to . and
Ilow the latest ed1tIon of ECSI (Building Component Safety Information, by TPI and SDCA) for saf "GEN&
practice, prior to performing the- f—U-1. I,Itllle,l 11-11 provide temporary eoetrt BCS,,ty %.; %
Unless noted otherwise, top chord shatl have property attached structural sheathing and on chord Z No
sh" have a property attached rigid ceillng. Locations shown For permanent lateral restraint of welos
sh-tt have.bracng instatted per BCSI sections B3, B7 or 210, as, applicalote. Appty plate. to each face
" truss md padtlan as shown above and on the Joint Detats, unless noted otherwise.
Refer to drawings 16DA-Z for standard plate positions.
AN rrw(-OMPANY t Al,l,,, a division of ITW BWtdimg Components Gro,p Inc. shaLL not be responsible for my deviatlw from TE OF
his drawing, any Folk— to bAd the t—s In conformance with ANSI/TPI 1, or for handling, shipping,
Inst.ft.tiogimll. ticl�q of
A ... t this drawing or over page U.tImg this d ... Ing, Indic.U. acceptance of prof—lon.1
engneering respors, 11.1ty sately for the design shom The sLittabitity and iase of this drawing 0 A
I 'b
Far any structure the responsibility of the Building Designer per ANSI/TPI I Soc2.
13389 Lakefront Drive
E.rth City, MO 63045 Far nor
Information see this job's general notes page and these web sites,
ALPIND TPI, w—tol-t—ai SBCA, ICC.
Bracing Group Species and Grades,
Group A:
pruce-Pine-Fir Hem -Fir
1 #1 / #2 IStandard 1 #2 1 Stud
1 #3 1 Stud 1 #3 IStand.rd
Dountas FIr-Lar Southern Pinexxx
S123 43
d Stual
Standard I
Group Bi
Hem -Fir
1 It I LI Btr
Do [as F11-L rch Southern PIne-ow,
Ix4 Braces shot[ be SRB (Stress -Rated Board).
o—For 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated BoaroltdGroup BIJ
values may be used with these cir es.
Liable Truss Detol Notest
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 pif over
continuous bearing (5 psf TC Dead Load>.
Gable end supports Load from 41 01 outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach IL' braces with 10d (0.128'x3.0' m1n) molls.
)K For (1) 'L' bracv space malts at 21 o.c.
In 18' end zones and 4' o.c. between zones.
)JE)KFor <2) 'Ll braces- space malls at 31 o.c.
In 181 end zones and 6' o.c. between zones,
'L' bracing must be a minimum of 807 of web
member length.
11 Gable VerticoLL Plate Sizes 11
Gr . eQter . than - 41_0', but I 4X4
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-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
X. TOT. LD, 60 PSF
IMAX. SPACING 24,10-
r
W
'T
Reinfo,
Ment
G
Tr
GabLe Truss Plate Sizes
3propriate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heek plates,
vertical plates overlap, use a
te that covers the total area of
apped plates to span the web.
2* 2X4 4 2X8
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nails -
Lod Common (0.148'x W,mln) Nalts at 4' o,c. plus
(4) nails In the top and bottom chords,
ToenalLed Nails,
10d Common (0,148'x3',min) Toenails at 4' o.c. plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detall. for ASCE
wind load,
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A1030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A1153DENCIOLO14, A12030ENC101014, A14030ENC101014, A1603OENC101014,
A18030ENC101014, A20030ENCIO1014, A20030ENDIO1014, A20030PEDIOIC14
See appropriate Alpine gable detail for maximum unreinForced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nalt Or End-nalt
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by Length (based on
approprIate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
teng-.h is 14' From top to bottom chord,
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
V/eb Length Increase w/ 'T' Brace
'T' ReInf, 'T'
Mbr. Size Increase
2x4 30 7
Example, 2x6 20 %
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 Ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase Trom Above) = 30/ = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
Gialo�e Detal�
Fnr I Pt-iri Vprtirrilq
.—WARNING" READ AND FaLLUV ALL MUTES [IN THIS DRAWING!
-IMPORTANT . FURNISH THIIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER&
REF LET —IN VERT
e
Truss s require extr care In Fabricating, handling, shIpp!rq, Installing and bracing. Refer to and
the latest edUtIon or ECSI (Buftding Component Safety Information, by TPI and SSCA) for safety
Zlcev
F_
DATE 10/01/14
P" prior to performing these functions. Installers shalt provide temporary bracing per BCSL
Unk
kess noted otherwise, top chord shalt have property attached structural sheathing and bottom ::,.,rd
shalt no': attached rigid ceiting. Locatlams shown For lateral
IN
DRWG CBLLETIN1014
a p.r*p'rty permanent restraint of
shalt hav — Ing Installed per BCSI sections B3, B7 or BIO, as =bte. Apply plates to each F
N
ALP NFE�
of tr and past I.n as show Io,c and an the Joint Details, noted
dr
R,I,rut'o a IngstI60A-Z for standard plate positions.
AN ITW COMPANY
t Alpine, a division of ITV Building Conporents Group I— shalt not be responsible for any deviation from
his drawing, any Failure tolibuild the truss In conformance with ANSI/TPI 1, or far hndUng, sMpping,
Irst.It.tI.n & b,.clrg t,
ST Tic OF
TOT. LD. 60 PSF
or
A seat on this drawing or cover page listing this drawing, Inficates acceptance or profes.1-1,
erpin—Imp responsibility solely for the de.1gh st—m. The ultablilty and — of this drawing
'PUR.
FAC. ANY
13389 Lakefron D,Ne
For any structur is the responsibility of the Building Designer per ANSI/TPI I SecZ
SPACING 24.0'
Earth City, MO 63045
Far mare tmF.rm.ti.m sea this job's general notes pope and these web sitesl
ALPIND .—apinalt—omi TPI, wwwApinst-orn, SBrA- www.s1bcImdust,v.omj ICC, evvIcccaf.—
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Piggyback Detall - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=i,00
160 rh In Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0.
Or 14 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, 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 purtins. The building Engineer of Record shatt
provide diagonal bracing or any other suitable anchorage to permanently restrain purtins, and Lateral bracing For out of plane toads over gable ends.
Maximum truss spacing Is 24' o.c. detall. Is not applicable If cap supports additional Loads such as cupola, steeple, chimney or drag strut toads,
xx Refer to Enolneer's sealed truss clesion drQwlna for Dionvioack and base truss scledfications.
Detail A : Pur(in
12
UP to 12
4' 2'
21
�,-4L
Spacing = 24' o.c, or less
C.C. max
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 ; Pur(In Spacing > 24' o,c. Piggyback cap truss slant nalled to all, top chord purlin
bracing with (2) 16d box nails (0.135'x3.5') and secure top
chord with 2x4 #3 grade scab (I side only at each end)
attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purtin bracing to the flat top chord
12 using a minimum of (2) 16d box nails (0.135'x3.5').
Up to 12 V I I I I
4'
4'
II \ Purtin Spacing >
24' o.c. max
Full Fiat top chord purtins required at
Top Chord Scab (Typical. Each End) Chord
Depth looth ends, purL]n spacing > 24' o.c.
Note, If purlins or sheathing are not specified on the flat top of the base
truss, purtIns must be Installed at 24' o.c. max. and use Detail A. "'onflIffifiwil".
.-VARNINGI— READ AND F13LL13V ALL NaTES EIN THIS DRAVING1
-IMPORTANT FURNISH THIS DRAVING M ALL CDNTRACTORS INCLUDINIG THE INSTALLERS.
F L
1. fabricating, handling, Instutling -to
F.T .... e. require ..tr,n, are shipping, end bracing. Refer and
It,, the latest 111— of 1111 11"Idl, I .... nerit Safe, Ifor—All, 1, T11 and III fair safety
G E
practices prior to perfuming these functions. Installers shall provide teporary bracing per BCSL
fiht— —t.d ath—l—, top held hatk have t—t-1. button
property att—hed sheathing end chord
shat have a property attached rIg1d ceftin Locations shown for pemanent taterat restraint of ..be
have bracing Installed per BCSI ..ans B3, B7 or 1110, as applicable. Apply plate. To each Face
N
ONFsl`2
.ff:;... tpu.1 I- .. shown above and on the JoInt Details, unless noted otherwise,
Re to d Ings 160A-Z for standard plate positions.
AN rrWOOMPANY
t Atpl,e, a division of ITV B,Ikdln2 components Group Inc. shalt not be responsible far
Ns dr—Ing, any FalLure to build the truss In conFamance with ANSI/TPI 1, or far djTn deviation fir -
he g, hIpping,
7
op
Installation L bracing of t .......
A seat on this drawing or cover Usting this drowing, k'all-tes acceptance of
AN
page professional,
englneering responsililtity solely far the design sir— The sultablifty and use of this drawling
13389 Lakelront Drive
for any structure 1. the responsibility of the B.Rdkg Designer per ANSLIIPI 1 S..P-
For. Infornotlon this
Earth City. MO 63045
-re see job's general notes page and these web siteso
ALPINE - w ealpinelt,comj TPI, vwetphst.orgi SECA, w—slocIndu2try.orni ICCi ww.Jc..aF..-
. AIAI C
�ff
Piggyback cap truss stant nailed to all. top chord
purLIn bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 #3 grade scab
(I side only at each end) attached with
2 rows of 10d box nalLs (0.128'x3') at 4' o.c.
Attach puriln 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
=h either of the fo[Lowlng� (1) 3X8 Trutox
p ate attached with (8) 0,120'xl.375' nails, (4)
Into cap TC & (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' nails, Note, Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methodsi
TruLox
Use 3X8 Trulox plates For 2x4 chord member, and
3XIO Trulox plates for 2x6 and Larger chord
members. Attach to each face R 8' o.c. 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
8'xB'x7/16' (min) APA rated sheathing gussets
(each face). Attach 12 8' o.c, with (8) 6d common
(0.113'x2') nails P.er gusset, (4) In cap bottom
chord and <4) In Se truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 1112. full chord depth scabs (each face).
Attach 12 8' o,c. with (6) 10d box malts (0,128'x2l')
�er scab, (3) In cap bottom chord and (3) In
ase truss top chord, Scabs may be staggered
4, o.c. front to back faces.
28PB Wave Plqq back Plate
One,28PB wave pl�gyback plate to each face
e 8 oc. Attach eeth to p1g%back at time of
I
fabrication. Attach to suppor Ing truss with
(4) 0.120'xl.375' rialts Per face epreerdpLy.
Piggyback Stagg 4' o.c. front
to back =s may
SPACING 24.0'
REF PIGGYBACK
DATE 10/01/14
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CLR ReInf orcing
This detall is to be used when a. Continuous Lateral Restraint (CI-R)
Is specified on a truss design but an aLternative web
reinforcement method Is desired.
Notes:
This detall Is only applicable for changing the specified CLR
s�own an single ply seated 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
I row
2x4
l-2X6
2x6
2 rows
2x6
2-2x4OK)
2XG
1 row
-2x6
1-2x8
2XG
.2 rows
2X6
2-2x600
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-ReInf orcement
or T-ReinP.
L-Reinf orcement: or
L-ReInf,
Apply to either side of web narrow Face,
Attach with lod (0.128'x3.0",mIn) nails
at 6' o,c. Reinforcing member Is
a minimum 80% of web
member length.
T-Reinf. L-Reinf.
Scab Reirif orcement;
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,l28'x3.0',mIn) nal(s
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length.
Scab Reinf,
—VARNING" READ AND FOLLOW ALL NaTES IN THIS MAVING
..W.PCRTANT FLRNISH THIS DRAWM TO ALL COMACT(IRS INCLUDING THE INSTALLER&
%%— A '*
SL q
TC LL PSF
REF CLR Subst.
Trusses require extreme care In FabrIcatInG, h-11 " Mr"t""a and 1-1g. Ref- -to anal
f (tow the latest edition of B SI CB Z. P7
C ultofing Component ty, In by TPI SBCA),f.,
TC DL PSF
DATE 10/01/14
.1. motion, and saf.Lty
practices prior -to performing S
-these functions. Installers shall provide temp bracing per or
Unless noted otherwise, top chord shall have property attached structurat'.h.. and bottom hold
GE
IRC
DL PSF
DRWG BRCLBSUB1014
small have . property attached liqld -fling. Loclitions shown for permanent lateral restraint Of webs
. all b 'j,
h have - mg Installed per BUT sections B3, B7 .1 BID, as applicable. Apply plates to each face
.F u" and as sh. m b. and on the Joint Detaks,
%C
r,1*1.m unless noted otherwise,
d, ,
R,f,l to aw lis 160A-Z for standard plate positlo—
LL PSF
At . division of ITV Bdtdlmg Components Group I— halt ... po..Cbt. far any deviation f..
be
AN rrW COMPANY
hjspl—,
t d — *In G t�ot
any Fap".- to build th, truss In conformance .1 ANS /TP 1, or for handling, ship PIN,
-40T. LD, PSF
L
Lmst.R.ti.. a.,m f ru.....
t
A seat an this drawing or co%,p
englneerkV rerpom�lblllty solely f % G IlIng this drowing, indicates accept—e of professional
C d. him h.— The suitability W use of this drawing
OF
Q,,
DUR, FAC.
I.A.1—t Drive
for any structur Is the responsibility of the BuAdmg Designer per ANSI/TPI I S..Z
< i,.
SPACING
I.rlh
roremore information see tints job's gememt notes page and these web sites,
ALPINE. TPI- I—Apht.1g, SBCA. ICO ... JC ... fe.org
. . . . . . . . A A I I.
Cracked or Broken Member Repair Detail
Load Duration = OY
This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load
or web member,
This design Is valid only for single ply trusses with 2x4 or
2x6 broke n members. No more than one break er chord panel
and no more than two breaks per truss are OLL�Owe Ci.
Contact the truss manufacturer for any repairs that do not
comply with this detalL.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nallIng distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member, Apply one scab per face.
Minimum side member (ength(s) = (2)(L) + (B)
Scab member Length <S) must be within the broken panel.
Nall Into 2x4 members using two (2) rows at 4' o,c., rows sta�qered.
Nall Into 2x6 members using three (3) rows at 4' o.c., rows s aggered.
NaK 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 detalt may be used for broken connector piate at
mid- paneL splices.
This repair detaiL may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In Loads.
It
L L
4' o,c:
__iTypica� F--
__+_0 + 0 + 0 + 0 P
0 + 0 +
---1 2' 1— 1
Stagger
= Back Face 10d Box (0,128' x 3', min) Nols:
= Front Face 2x4 Member - Dowlol.e Row Staggered
2x6 Member - TrIoLe Row Staciciered
Maximum Member AxiaL Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web OnLy
2x4
12'
620#
635#
730#
800#
Web OnLy
2x4
18,
975#
1055#
1295#
1415#
Web or Chord
2x4
24'
975#
1055#
1495#
1745#
Web or Chord
—
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42'
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2xG
�
5165#
5280#
6095#
6660#
Nall Spacing Detail I
'-VARNINGI-- READ AND FOLLOW ALL NOTES 13N THIS DRAVINGI
—IMPORTANT— FLRNISN TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER&
Trusses require extreme care In fabricating, handling, shipping, bristaillng and bracN. Refer to and
F. the late" edition of "ll (13.1cil, Component Sale, Irl—mal.n* 1, 11 and 111, ,, safety
Pro , b
"tie.. Prior to perFolmIng these Functi-s. Insulters sinatt vId tempi .... y ... Ing per BCSL
Unt-, noted otherwise, top chord shalt have property attached structural sheathing and bottom chor
Shv have a property attached Hold calling, Locations shown Far permanent Lateral restraint of bs
Sh. have bracing Installed Per BCSI sectl'ns B3 87 .1 1310, as applicable. Apply ptates to each face
a - an 12
of truss and position - sh..n b. and th� Joint Details, unless noted th,r.se.
Refer to dr-Ings 160A-Z far standard plate positl—s.
A'L�PdVAV "" 4.ti.n fr�
Y t ApIne,.jn all Islon of ITW Building Comporients Group Inc. shalt not be responsible for any cle
AN rrWCOMPAN his dm g,viny Fallure to build the truss In conformance with ANSI/IPI 1. or for handling, shIppIng,
installation & la��,g,4 trusses.
A seat on this W cover page listing this dra,tng, Indicates acceptance of professional,
engllng responsIblilty solely for the clesigri sh The sultablitty and � of this d—.Sng
13389 Lakefront Drive For any stirvicture Is the responsibility of the Building Designer per ANSI/TPI I SecZ
EartM City, MO 631345 F r m... Information see thl. job's gemerat notescpage and these eb sItes,
... F...'.
ALPINE- waa1neItw.comj TPI, w—ApInstarol SIICA� wv,.&b Industry.ortll ICD .1cc..f...'a
L
DIstanc _D_
Itm, poll
1 "' , L
ectjA
V
No,
�s TE OF
15 A\
0,
ks,
If 111M.—
L
Y� z4
L
ACING 24.0' MA
L
It
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
- 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'-Q' D.C. MAX., OR SEE NEXT OPTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH),
APPLY REQUIRED BRACING (SEE BELOW).
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
13RACING 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
PER THE LATEST VFP_RTnNi nr AMI�'T/TDT
THIS DETAIL APPLIES TO ANY PITCH, ANY S )AN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O,C, MAX.
SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
T USE THIS D
JCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION
:RIDR BEARINGS AT ANY LOCATION ON THE TRUSS.
DS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
BER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'),
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION.
SHOP APPLIED
USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT.
IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE).
I FIELD APP—L-I-E-D�
- 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) 10CI BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12- MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND
86 NAILS (0,113x2,5') @ 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') X1.375' NAILS INTO EACH MEM13ER <ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
--L4Pl3RTANT-7=IS'&"dSCWvIDN(iF'TI3',L'CC,iT',O,',N TMS DRAVD91
'JPPIng, installing and bracing, We, to and
i; require ..t,.m, car, 1, fabricating, handlIna, st INCLUDING THE INSTMLM
Follow the latest edition of' BCSI (BuIldIng Component Safety fmfwmtlw, by TPI and SBCA) for safety
practices prior to performing -these functions. jnstalers 5
U t 'd th t Wd =� teftPwQ=dng per BCSL
11 11%tt.p chord sh.tt have property attache I shes, 9 am, bottom cho
halt P,.P,;!
ty t.ched r
.halt have bracing Installed per ilgld C111mg Callon's shown Par permanent lateral restraint ot ..b:
..c_ �_L;
of tru.. and posall.r, as "a 33, 117 or BIO, as applicable. Apply plates to each face
R f t d em above and an the Joint Details, unt... noted otherwise.
A LLPFFRNE I el a —Ing. 16GA-Z far standard plot. positions,
AN rrwCOMPANY th�lpdle� 1 1111- of ITV Witting Components Group Inc. �hWit�%b. responsible for any deviation fr
, t,11191 any f"11— 11 build the 1ru.. h Fmce w A Sl/TPl 1. or far handling, shipping,
'n't-11., on ra in ; trus"'
A seal on this drowina or �over page listing *Js drawing, indleates acceprtamcc of professlano,
�l
emOneerimo responsibility sale y for the design showm The suitability and use of this dmwkmg
133'39 Lakefront Drive f- any structur. is the responsibility of the Building Design- per ANSL/TPI I Seca
Earth City, MO 63045 For more, ln=on se:,.tNs job's general notes page and these web site.,
ALPIND wvw.alp me TPI tphstorgi SBrA, www.sbc1ndustryzroi ICCI w.wic-9.
\rEIV&
V
N
-0 S AiE OF
4OR19
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft mean hgt, �ocated anywhere in roof, 30,00 ft mean hgt, (6cated anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00. wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt 1.00,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's seaLed design and three times the overhang tength. Attach
ove ' rhang scab to one face of top chord with 10d box (0.128'x3.0', min)
nalLs at 81 o,c. pi,us dusters of four naits where shown In figure be[ow
NOTE: #2 is the minimum tumber grade attowed for a(( species,
NOTE; Add 210# uptift (max.) to reported- truss up(Ift for wait connections.
3L
I
L -
24" MAXIMUM
12
2 TO 12 F::�7
00
—VARNINGI-. READ AND FDUXIV ALL NOTES ON TWS DRAWINGI
--IWEIRTANT— FLIRNM TMS DRAVING TO ALL CONTRACTORS INCLU13M THE INSTALLER&
11�` T'-- .. I// -0,�
, 1�,
�Ik
TOTAL TOP CHORD
REF 2X4 SCAB O.H.
DATE 10/01/14
T usses requIre extreme care In Fabricating, handling, shipping, Installing and brocing. Refer to and
TPI and SBCA) fop s
r f.ty
the latest ECSI (Building Component Safety Information.
E N �,\ 1,
T4 IS
LOAD NOT TO,
V. Itow edition of tby
1, �j I ,
p ... t,... prior 1, performing th—hrunctions. nstalers shall provale emporary bracing per iCS1.
z
EXCEED 40 PSF
DRWG OHSCB2X41014
all hc
Unless noted otherwise, top ' , — properly attached structural sheathing and bottom chord
c 'h'�' .41mg. L ... Van. shown far p - — - nent Moral restraint of web.
he tt. h�d IId
z No I
Z
�DEAD PLUS LIVE)
LP
�� h.��: � p-perl,
he per BCSI sections 113, E7 or B10, as =b e.t Appt� plate. to each face
s Installed
of tr 11- .. no— above and am the Joint Det.K., a d ott rel, e.
"" and p"'
Refer . cl_,mg. 16OA-Z for standard plate positions.
o.
AN rrw COMPANY
t 11pl,, a 1,Wom of 1TW Building Components Gra�p l.c. h.R —t be r-p ... Ible far my d.wlwtla�gfrom
the truss In can ornance with ANSI/TPI 1, or for handling, 5 p
f il t p
his al-wrig, my - r
Imst.11.tI n 16 bro0g' to.W.W.
A seal on this dr.etg or cover pa� II.Illg this tes acceptance of professional
engineering responsibility solely for the design IlIty and — of this drawing
Is the the Wkdk)g Designer ANSI/TP1 I SeCZ
4 -S
f
DUR, FAC. 1.15/1.25
13369 L kefront Drive
for my structure —pons"Ity of per
more lnformatlo� see this Job's general notes page and these web sItes,
2 4'
E.rih City. MO 63045
ALPIND w—alpinelt—ami TPD www.tpins t.orgi SBCA, .sbcImdustry.org) ICO wwwk—fe-9
SPACING
it
I STRONGBACK BRIDGING RECOMMENDATIONS I
B:BUTT STR�O�NGBAZK
MIDGING TOGETHER
4'-Ow
W -Cr 2xS SCAB ATTACH SCAB WITH I Od BOXKI;UN
(0.12MJn MAILS IN 2 ROM AT Ir D.C.
NOTE: IN LIEU OF SPLICING AS SHOM LAP
STRONGBACK BRIDGING WiMBERS FOR AT
LEAST ONE TRUSS SPACING
STRONGBACK BPJDGING SPUCE MAIL
NOTE: Details 1 and 2. are the preferred attachment methods
ATrAW STRONGBACKTO
WEB W/ (3) 10d COMMON
(2) 10d COMMON (D.148WDI OR
BOXJGUN (0.1W!ldD-) NAILS AT TOP
AND BOTTOM OF 2YA WAB-ON BLOCK,
ATrACH STRONGBMXTO BLOCKW
(3) 10d COMMON (0.14SW.1r) NAILS OR
(4)10d BOX#0UN (0.12rx&(r) NALS.
SYRONG11ACK BRIDGING
SPACI 0 RECAIRELENM
Up Io 101
Norm
11Y to W
I ram (at cmbr dopm)
W tO -V
2 ram M at emch)j p*4
W ID 40
3 rmn (I id esch Y, p*Q
6�49
SP2= ymm at W or -
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES
ATTACH STP40NGBACK
TO BOTTOM CHORDWITH
(2)iM0-3-SCREWS
AJI scab -on blocks shall be a minimum 2x4 "stress graded lumber.'
AJI strongback bridging and bracing shall be a minimum 26 "strew
graded lumber.'
The purpose of strongback bridging Is to develop load sharing between
Individual busses, resulting in an overall increase In the stiffness of the
floor system. 2x6 strongback bridging, positloned as shown In details,
Is recommended at 10'-W o.m (max)
The terms "bridging" and lbracing' are sometimes mistakenly used
Interchangeably. 'Bradnif 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, strungback 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 ITW
Building Compents Group. Inc.
For additional InFOrmation regarding strongback bridging, refer to BCSI
(Building Component Safety Information).
-WARNNG- EM AND F01101 AIL NOTM ON THE SEW
7— reqdm mt� � In labrkatim& -- allppiEQ, bmtAU11i =A bmcWg. ld� to md LOOM BM (84ndIna
0,\— - .
,N\0 MAn-""1,
N
TC LL PSF
REF STRONGBACK
C.-P—t Sfdy W—UM by TPI -d M) 1. My p—U— pdr W tb.. f—U— WA611— W
=r.WY,1= W BOX , UnIm WW atb—W, t%.r SbA b— pMpuly attwhd dmd
-W.& I.. . b— t. p—L Wad rb=f = h—
ENS
TC DL PSF
DATE 2/28/11
T
b,.d4 1-t.Ud W WM tk- 133 & 117. Ela. tbb JW. &—.rW t. M. f. — W—U—
BC DL PSF
DRWG STRBRIBRO211
"DOPORTANT" FLWW COPY OF UM DEMN TO DWAIIATION COMACMR.
nT 0,Udi, C—p--U 0 b-,=.b.0 ..t b� —p=dbl. f. -y dffd.U- &— tb" d.AM y
t1h. tr— h -nl— =?PL tb�& b.d1i.S. Mappl.& lj—� & brjAg �f t— rffl=
N
�BC LL PSF
a OW InL
—d. cd 20
-d .2 ASNit: d. 37/40/00 (r/N/H,9) ph. LeeL Apply pht. U —h 1— .1 ftm
OF
OT. LD. PSF
P= Z, j
—p—1 dlp h— t, tb. B.Udll
_,Lr
A TE
DUR. FAC. 1.00
D.dg—
nV-BM: —Jt"-�= M —Apt.L.= rrk —.bdndb7—= 1W.
SPACING