HomeMy WebLinkAboutTRUSSV. f
RANEY COMPONENTS
aizey 19900 Independence Blvd.
C0111ponents, GLt Groveland, FI 34736
one:(352)429-9429 (352)429-0304 * Fax:(352)429-7429
Cover Sheet
Order #
JOB # 136DCS001
Printed: Fri, Oct 27 2017
-Job Information:
Address.
FOR Name and License Number.
Customer Name:
Creekside Lot 1
DR Horton
8319 CObblestone Dr
Description:
City, State, zip:
4EDB-Arden 1969 "C" OL OW
Fort Pierce, FL
Information•
Loadin9
Root Loads:
TC Live: TC Dead: BC Live:
BC Dead:
Floor Loads:
TC Live: TC Dead., 8C Live:
BC Dead:
20
7
0
10
40
10
0
5
Bldg. Code:
Wind Std:
Wind Speed.,
Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru 46 Total 46
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 A01
2
A01A
3
A02
4
A04
5 A06
6
A05
7
A03
8
A07
9 A08
10
A09
11
A10
12
801
13 B01GB
14
602
15
Bit
16
BJ3
17 BJ5
18
EJ7
19
0J7
20
MV01
21 MV02
22
MV03
23
MV04
24
MV05
25 4M1
26
4MiGB
27
4L7
28
4L2
29 4BJ1
30
4EJ3
31
4CJ3
32
FT1
33 FT2
34
FT3
35
FT4
36
FT5
37 FT6
38
FT7
39
FT8
40
FT10
41 FT9
42
FT11
43
FT12
44
FG1
45 FTG1
46
FTG2
I Digitally signed by A4anuel Martinez
DN: SUS, o=ldenTrust ACES Business
V Representative, ou=M AND E
ASSOCIATES PA, cn=Manuel Martinez,
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Page 1 of 1
File COPY
Job Number: 136DCS001 Ply: I
4EuDB-Labden el: 969 "C" OL OW /DR Horton MEDB-Arden 1969 "G OL OW IA01 City: 2 Wgt 114.8 lb I FROM: AH 278 / T2 / COMN I DRW / 10/27h 7 D I
T10"8
T10"8
12
6 p
M
io
=4X4(A2) B
A
1' T8"12
TB"12
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 21.38 It
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: 3.00 It
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
Lumber value set "l3B" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
1 12'6" 1T1"8 24'8"14
47"8 47'8 776
Da4X4
0;3X4 C E lz�43X4
b
T
X4 m3X8 3X4 1112X4
474 1'6" 3'3"4
7'5"10
12'6" 14' 17'3"4
248"14
:)w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in too L/defi U#
Loc R '/ U / Rw / Rh / RL
/ W
NA Ce: NA
VERT(LL): 0.052 1 999 240
g 999 / 451 / 588 / - 1260
/ 6.0
NA Cs: NA
VERT(TL): 0.120 1 999 180
F 933 1415 1515 I - /-
12.9
)w Duration: NA
HORZ(LL): 0.023 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.053 G - -
B Min Brg Width Req = 1.5
de / Misc Criteria
Creep Factor. 1.5
F Min Big Width Req = 1.5
g Code: FBC 2014 RES
Max TC CSI: 0.466
Bearings B & F are a rigid surface.
Std: 2007
Max BC CSI: 0.447
3 Factors Used: Yes
Max Web CSI: 0.379
Maximum Top Chord Forces Per Ply (Ibs)
RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
to Type(s):
A - B 27 0 D - E
778 -1088
YE
VIEW Ver: 16.01.01B.0614.20
B - C 906 -1553 E - F
920 -1523
C - D 765 -10W
Maximum Bet Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - J 1313 - 707 H - G
1278 - 687
J - 1 1309 - 707 G - F
1281 - 688
1- H 1278 -687
. '
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
e85
�kv
C -CI 07 - 526 E G
263 - 21
No 7
D-I 719 -500
w
,, - STATE OF
40015A3S Fl 5B 81 BO BB 7F45 00 99 2E SS FB
Vj' netnhu been ctnclrmr#sa .p ncd d=Wby SRzaar.-z�r Wrtfiea
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tad iryrerm�' data erR xra goy xa xnd14naemd xalad
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• I e �
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`"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handling shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7 SBCA) f9OF safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing(] installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/nl PI 1, or for handling shippirip, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the 6uiiding Designer per ANSI/TPI 1 Sec.2.
f
rJob Number: 136DCS001 Ply: 1 SEQN: 622279 / T14I SPEC I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 2 FROM: AH DRW:
Truss Label: A01A Wgt: 114.8 Ibs .. / ... 10/27/17
7'10"8
7'10"8
12'6"
4'7"8
D--4X4
17'1"8
4'7"8
912X4 m3X8 m3X4 192X4
24W14
T7"6
1' 7'8"12 4'9"4 1'6" 3'3"4 T5"10
T8"12 12'6" 14' 17" 4 24'8"14
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R - / U / Rw / Rh / RL / W
B 998 . / 451 / 588 / - 1260 16.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.052 1 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.120 1 999 180
F 933 / 415 / 515 / - /- / -
BCDL: 10.00
Risk Category: It
Snow Duration: NA
HORZ(LL): 0.023 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.053 G - -
�)
B Min B Width Re = 1.5
q
Code ! Misc Criteria
NCBCLL: 10.00
Mean Height: 21.38 ft
g
CreepFactor: 1.5
F Min Brg Width Req = -
2.00
TCDL: 4'2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.466
Bearing B is rigid surface,
g a 9
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.447
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.379
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 it
FT/RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 0 D - E 778 -1087
GCpi: 0.18
Plate Type(s):
NEW Ver: 16.01.01B.061420
Wind Duration: 1.60
WAVE
I B - C 905 -1553 E - F 919 -1522
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
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
4001SA.38FF5581BOBB7F4800992E85FB
Mitaml<srai5xavrand waladbymwaelydfarkh*r
x' E 4rt. tk..�.47Etl21 C Lic eatesfmwa afaeaa Ming a SN1k3
ftbtr
d CQ9i'm ldii dreta A=o not crmsidemd a'siaaazad=lad
and the SKAa 3authentadzncode n"t Gsaedfkd m mydeamrk
..yids.
C - D 764 -1090
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1312 -707 H - G 1277 -687
J -1 1309 - 707 G - F 1280 - 687
I- H 1277 -687
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp.
J - C 280 -28 I - E 383 -484
C -1 407 - 526 E - G 263 - 21
D -I 719 -500
"`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporar
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW 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 shlppinq, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professionq engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2.
F-- tnfnrmatinn coo thie tnh'e nnn—1 nnf— -- and th--h it— Al PINP — alninAh. --- TPI- — tni—t nm• RRCA, w chrincf—tm rnm- Ir'.r.� anew irx_ afn nm
Job Number: 136DCS001 I Ply: 1 SEQN: 622280 / T24 / HIPS t'
4EDB-Arden 1969 "C" OL OW /DR Horton MED8-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW.
Truss Label: A02 I Wgt 131.6 Ibs .. / ... 10/27/17
T8"12
T8"12
12
6 p
c�
b
rn
H3X4(A1) B
A
1' T10"8
T10"8
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 21.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
i 11' i 14' 1T3"4 24'8"14
3'3"4 3' 3'3"4 75"10
De94X4 e•5X6E
I112X4 C F 1112X4
K J I H
3X4 m3X4 m3X4 m3X4
i. 47"8 1'6" 3'1"8
77"6
126" 14' 17'1"8
24'8"14
ow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
NA Ce: NA
VERT(LL): 0.050 C 999 240
B 999 / 453 / 595 I - / 232 16.0
NA Cs: NA
VERT(TL): 0.115 C 999 180
G 933 1417 1523 / - /-
12.9
3w Duration: NA
HORZ(LL): 0.021 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.048 H - -
B Min Brg Width Req = 1.5
de I Misc Criteria
Creep Factor. 1.5
G Min Brg Width Req = 1.5
g Code: FBC 2014 RES
Max TC CSI: 0.451
Bearings B & G are a rigid surface.
I Std: 2007
Max BC CSI: 0.456
:) Factors Used: Yes
Max Web CSI: 0.348
Maximum Top Chord Forces Per
Ply (Ibs)
RT:20(0)/10(0)
Mfg Specified Camber:'
Chords Tens.Comp. Chords
Tens. Comp.
teType(s):
A-B 27 0 D-E
816 -1012
LVE
VIEW Ver: 16.01.01 B.0614.20
B-C 973-1552 E-F
1118 -1476
C - D 1132 -1516 F - G
966 -1522
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B-K 1313 -769 I-H
1001 -517
K - J 1006 - 5W H - G
1281 - 740
J-1 1001 -517
4z
Maximum Web Forces Per Ply (Ibs)
OVP
Webs Tens.Comp. Webs
Tens. Comp.
C - K 365 -358 J - E
173 -118
K - D 597 - 445 E - H
D - J 166 -116 H - F
533 416
356 - 334
If
. - STATE 9F.
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aazE tr��=R ia3.thentkaaicrscaflc ms�tiacsmr3fi� mzayefcctrar�
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'*IMPORTANT"` FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face. of truss and positiorj as shown above and on the Joint Details, unless noted otherwise. i?efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. snail not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
f
TJob Number: 136DCS001 Ply: 1 SEQN: 622281 / T23 / HIPS -I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A04 I Wgt: 116.2 Ibs / ... 10/27/17
4'8" 9' 19 20'4" 24'8"14
4'8" + 4'4" F 7' i 4'4" + 44"14
—�4X6
=3X4 =3X4 =3X8
1' 9' 5' 1'10"4 8'10"10
9' 14' 15'104 24'8"14
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 20.50 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 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
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
fo
=3X4(B1)
s
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): 0.056 J 999 240
B 999 1608 / 598 ! - / 193 16.0
Lu: NA Cs: NA
VERT(TL): 0.130 J 999 180
G 933 / 559 1526 / - /-
12.9
Snow Duration: NA
HORZ(LL): 0.025 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.059 H - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 1.5
G Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.379
Bearings B & G are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.535
Rep Factors Used: Yes
Max Web CSI: 0.178
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 27 0 D - E
910 -1191
WAVE
VIEW Ver:16.01.01B.0614.20
B-C 1080-1631 E-F
941 -1365
C - D 955 -1390 F - G
1058 -1585
0
STATE OF
.
to
40 015A38,FF 5B 8180 80 7F48 0098.2E 95 FB
trmItem Samsbmu ml¢dWnk g d'=4 =210dbytfaOMMa tkW4
' -m(a. Uz.f1d7282! a a6a daA2IIwWa at6 M WAn0a 5RA, 3
?ktnd 4W&I'd the data CrA M notCM-1dmed %load=A mind
=i t1wsa3ar.Ah¢nCcatiosuc emmk tavrAfWcal my d¢ctmnk
C=Ivs.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens_ Comp.
B - J 1414 -902 I - H 1203 -685
J - 1 1203 - 685 H - G 1360 - 862
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. ' Webs Tens. Comp.
C - J 251 - 240 H - E 346 -127 I
D - J 366 -127 H - F 232 -199
D - H 146 -145
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIrf PI 1, or for handling shippin7q, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: wwwal !neihv.com: TPI: www. inst.o ; SBCA www.sbcindu .com; ICC: www.iasafe.or
Truss Label: 1969
C" OL OW /DR Horton /4EDB-Arden 196 "C" OL OW I � '130.2 Ibs I FROM: AH 88 / T22 /HIPS I DRW; 10/27/17 t I
T
7
T 12
6�
M
O
M4X12(B3)B
11 3 A
r . 67'12
6" 7'1"12
H
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld: 37.00 EXP: C
Mean Height: 20.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 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 2x6 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
(**)1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
#1 hip supports 7-0-0 jacks at left end and 6-8-14
jacks at right end. Jacks have no webs.
Wind
Wind loads and reactions based on MWFRS.
12'8" 1B' 24'8"14
66" 5'6' 6714
i6X8 1113X4 i�26XB
C I D E
JI I H G
4X4 =4X10(**)m5X6 1113X4
66"4 1'S" 3'10"4 6'10"10
12'7" 14' 1T10"4 24'8"14
—WARNING** READ AND FOLLO'
—IMPORTANT— FURNISH THIS DRAWING TO
a division of ITW BuildiphComponents
conformance with ANSI PI 1, or for h
this drawingg indicates acceptance
ce of this drawing for any structure
T
f7
v
®3X10(B3)
T
Dw Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in too Udefl L!#
Loc R ! U / Rw / Rh / RL
! W
NA Ce: NA
VERT(LL): 0.152 D 999 240
B 1927 / 1147 / - / - / -
/ 6.0
NA Cs: NA
VERT(TL): 0.353 D 831 180
F 1877 11098 / - ! - / -
/ 2.9
)w Duration: NA
HORZ(LL): 0.037 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.086 G - -
B Min Brg Width Req = 1.9
de / Misc Criteria
Creep Factor. 1.5
F Min Brg Width Req = 2.2
g Code: FBC 2014 RES
Max TC CSI: 0.797
Bearings B & F are a rigid surface.
Std: 2007
Max BC CSI: 0.501
Factors Used: No
Max Web CSI: 0.399
Maximum Top Chord Forces Per
Ply (Ibs)
RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
to Type(s):
A - B 27 -24 D - E
2289 -3915
EVE
VIEW Ver: 16.01.01B.061420
B - C 2164 -3661 E - F
2118 -3576
C - D 2289 - 3915
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B-J 3211 -1873 H-G
3154 -1835
J - 1 3240 -1881 G - F
3129 -1828
I - H 3154 -1835
MA
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
v
a
C - J 683 -198 I - E
C - I 797 - 482 G - E
898 - 536
607 -157
44
,
a
D- i 681 -sal
STATE
00
*r
1 SA38 FF 51381 SO BB 7F48 00 99 ZE85 FB
rrhasl�emeakcirrtt£cpz�nsd:�aalad 4y 6�iaaud �¢tartk+ors,
tu.=7021 an tAz&2e dWWaaGaaa w�dn� a 5NR3
dcatiase�Ja.
CrapiaztefKhistio:w^uretarsnot Canrl&MJ SqradoM=lad
SAo-3 sv3;tienGOE3�scodemsssE Raaatit�d at adeCtimrsk
-L NOTES ON THIS DRAWINGI
. CONTRACTORS INCLUDING THE INSTALLERS
stalling and bracing. Refer to and follow the latest edition of BCSI (Building
aces prior to performing these functions. Installers shall provide temporary
pperly attached structural sheathing and bottom chord shall have a properly
aint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
shown above and on the Join f Details, unless noted othenvise. f2efer to
,t be responsible for any deviation from this drawing,any failure to build the
lstallation and bracing of trusses.A seal on this drawing or cover page
.ngineerigg responsibility solely_for the design shown. The suitability
r
rJob Number: 136DCS001 Ply: 1 SEQN: 622282 / T13 / HIPM I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A05 Wgt 158.2 Ibs / ... 10/27/17
T10" 15' 19'107 i_ 24'8"14
r T10" F T2" -- 4'107 4'10-7
1112X4 013X4(R)
12
6 sa5X6
o
(a)
(a)
in
(a)
am
H3X4(A1) B
A
K J I H 6G
012X4 a3X4m3X4 B4X10
i 11_i_ T8"12 6'3"4 1' 4'107 4'107
f T8"12 14' 16. f' 19'107 24'8"14
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: If
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: 3.00 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
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
B 1000 1405 / 692 1- / 336 / 4.0
Pt NA Ce: NA
VERT(LL): 0.049 K 999 240
Lu: NA Cs: NA
VERT(TL): 0.114 K 999 180
G 927 1525 / 526 /- /- / -
Snow Duration: NA
HORZ(LL): 0.017 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.039 H - -
Creep Factor: 1.5
B Min Brg Width Req = 1.5
G Min Brg Width Req = -
Code / Misc Criteria
Bldg Cade: FBC 2014 RES
Max TC CSI: 0.521
Bearing B is a rigid surface.
TPI Std: 2007
Max BC CSI: 0.524
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Max Web CSI: 0.981
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
- B 27 0 D - E 371 -500
Plate Type(s):
I IA
VIEW Ver: 16.01.01 B.0614.20
WAVE
B - C 803 -1572 E - F 371 -500
C - D 541 - 936
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - K 1333 -1017 i - H 749 - 582
K-J 1329 -1016 H-G 0 0
J-1 1329-1016
sk
'' -f - Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
�m ie
K - C 321 -22 E - H 264 -288
'W C - 1 496 - 662 H - F 923 - 685
No 0471.02 D -1 474 -242 F - G 695 -887
D - H 388 -460
40 01 SA38 FF 5B 8160 BB 7F48 00 99 2E 85 FB
ai*ltanlwnbi ckac3raa jx nmd.xPA ualnd by Marimm
.01. M."7197[ rat 00date alwwn abaft u9ng 4 5FrII-1
aiztis cr>xcals z�1e-
ar u.dZ&sex&& tiwr=a arm nut comi&amd ojm&d ang scaled
arse the-A-lzvffiantkwkAccdda nut to vwfici—mydaatm ft
caylas.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) for safety practices poor 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 pperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 137 or t
i e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
gsuivi 1,orrorn
tes acceptance
for any structure
Iis drawing any failure to build the
on this rrawing or cover page.
ie design shown. The suitability
Job Number: 136DCS001 Ply: 1 SEQN: 622283 / T9 ! HIPM '-
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969I "C" OL OW Qty: 1 FROM: AH DRW:
Truss Label: A03 I Wgt 155.4 Ibs .. / ... 10/27/17
T10" 13'10"8 '191"11 24'8"14
T10" f 6'0"8 5'53 '}• 5'5"3
U12X4 1113X4(R)
Dm5X6 E F
12
6
m3X4(A1) 8
A
Ii i m5X6 H 1112X6,
1112X4 m4X10
1' 7'8"11 1 63"5 5'3"11 5'5"3
7'8"11 I 14. 19'3"11 24'8"14
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 P ?:NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph P NA Ce: NA VERT(LL): 0.047 J 999 240 B 1000 / 413 / 685 1_ / 313 16.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.108 J 999 180 G 928 / 532 / 514 /- /- / -
Risk Category: it
BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.037 H - - B Min Brg Width Req = 1.5
NCBCMean Height: 21.72 ft Code / Misc Criteria CreepFactor. 1.5 G Min Brg Width Req =
soffit : 1 .00 TCDL: 4.2 psf Bearing B is a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.459 9 9
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.477
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.965 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 27 0 D - E 434 -594
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 828 -1562 E - F 434 - 593
Lumber C - D 617 -1008
Value Set: 13B (Effective 611/2013) Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1 Chords Tens -Comp. Chords Tens. Comp.
Bot chord 2x4 SP #1
Webs 2x4 SP #3 B - J 1322 -1008 I - H 825 -634
Lumber value set "13B" uses design values J - 1 1319 -1008 H - G 0 0
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Bracing Webs Tens.Comp. Webs Tens. Camp.
ont
(a) Continuous lateral restraint equally spaced onVRey°
member. Or 1 x4 "T" reinforcement. 80°k length ofe J - C 298 -24 E - H 302 - 343
web member. Same species & SRB grade or better, .. C - I 446 -589 H - F 967 707
attached with 8d Box or Gun (0.113"x2.5",min Jnails * - D - 1 447 - 244 F - G 685 -884
In 6" oc. _ D - H 327 -377
Tray Scab(s) '
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st STATE OF
panel point: (0). re:
e�
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.SEPAL*
Right end vertical not exposed to wind pressure_ 40 015A3&FF 58 8180 BB 7F48 00 99 2E 85 FB
n0 'itemt.i..alnw �n zada =led bymwAaclmart
> LUc.047..Z9fno0a data sh°mn abash wing a SKIIA ,
as¢cticaae.
FM
t¢dcrpiaxcf[idsdou;— ,aarm not cunMii ed s5ypad amd scaled
asadtle ia�is¢,�,caScan¢ud°mvt Ga asa9ri2drxa � rdcararJk
"WARNING— READ AND FOLLOWIALL NOTES ON THIS DRAWING!
`"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping,j installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted otherwise,top chord shall havelproperly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 16DA-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents Group Inc ;shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping installation and bracing of trusses.A seal on this drawing or cover pa e_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
r
Job Number: 136DCS001 Ply: 1 SEQN: 6222841 T12 / HIPM I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW.
Truss Label: A07 Wgt 154.0 Ibs .. / ... 10/27/17
-45
7'10"9 13' 18'10"7 24'8"14
5'17 5'107 5'107
1112X4
1112X4 =3X4=3X4 =4X10
1' TB"13 53"3 1' 4'10"7 5'10"7
T8"13 :3 14' 18'10"7 24'8"14
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 21.50 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: 3.00 It
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
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.046 K 999 240 B 1003 / 419 / 679 / - / 295 / 4.0
Lu: NA Cs: NA VERT(TL): 0.106 K 999 180 G 929 / 536 / 504 ! - /- / -
Snow Duration: NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS
HORZ(TL): 0.037 H - - B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 1.5 G Min Big Width Req = -
Bldg Code: FBC 2014 RES Max TC CSI: 0.468 Bearing B is a rigid surface.
TPI Std: 2007 Max BC CSI: 0.448
Rep Factors Used: Yes Max Web CSI: 0.984
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Plate Type(s):
WAVE VIEW Ver: 16.01.01B.0614.20
S
40 01 5A 38 FF 5138180 BB 7F 4800 99 2E 85 F0
Thultar, h," b= a,%3 sealed by P.A mel tstartinez,
Z1. uc.9411921are the &3asjlewfi am U%ing Asw,3,
dseri>tcassc�fa.
P €ude ursssrit sd :a eot ssxsd orwi=Aseakd
ara4 C"tu:.SRA,%a entba' cm'au cunt barar#fbd am m+ydaiw
a vial.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 D- E 487 - 676 I
B - C 849 -1663 E - F 487 - 675
C - D 677 -1070
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - K 1322 -1004 I - H 888 - 675
K-J 1318-1004 H-G 0 0
J - 1 888 - 675
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
K - C
280 - 25
E - H
331 - 381
C-J
413 -541
H-F
1012 -730
D - J
434 -250
F - G
677 -882
D-H
281 -318
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[Safety Information, byy TPI and'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted a herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing instilled per BCSI sections B3, 67 or 610,
e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
s drawing for any structure is the respor
see this lob's general notes page and these web sites:
n this drawing,any failure to build the
eal on this drawing or cover page_ _
,r the design shown. The suitability
SIITPI 1 Sec.2.
SBCA: www.sbcindustry.com; ICC: wwwkcsafe.
Job Number: 1360CS001
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW
Truss Label: A08
T10"8 11'
7'10"8 3'1"8
12 g3X4 S
6
=3X4(A1) B
4T A
1' 7'8"12
7'B"12
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld: 37.00 EXP: C
Mean Height: 21.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h12 to h
Spacing: 24.0 " 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 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or lx4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" cc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Qty:Wgt,141.4 Ibs I FROM: AH 85 / T11 / HIPM I DRW;
17'107 24'8"14
6'10"7 6'l07
1112X4
D=5X6 E
(a) (a)
J I H
=3X4 =3X4 =4X10
10/27/17
�F
3'3"4 3' 3'10"7
6'10"7
11' :F 17'10"7
24'8"14
ow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in for, Udell U#
LOG R / U / Rw / Rh / RL
/ W
NA Ce: NA
VERT(LL): 0.047 J 999 240
B 1003 1432 / 663 / - / 254
/ 4.0
NA Cs: NA
VERT(TL): 0.108 J 999 180
G 929 / 535 / 485 / - /-
/ -
ow Duration: NA
HORZ(LL): 0.015 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.035 H - -
B Min Brg Width Req = 1.5
ode / Misc Criteria
Creep Factor. 1.5
G Min Brg Width Req = -
ig Code: FBC 2014 RES
Max TC CSI: 0.541
Bearing B is a rigid surface.
I Std: 2007
Max BC CSI: 0.498
p Factors Used: Yes
Max Web CSI: 0.924
Maximum Top Chord Forces Per Ply (Ibs)
/RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
ite Type(s):
A - B 27 0 D - E
630 -898
WE
VIEW Ver. 16.01.01 B.0614.20
B - C 897 -1558 E - F
630 -898
C -D 820 -1216
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - K 1316 - 995 I - H
1036 - 770
K-J 1313 -995 H-G
0 0
J-1 1036 -770
Maximum Web Forces Per Ply (Ibs)
01 �xW;
Webs Tens.Comp. Webs
Tens. Comp.
K - C 242 -29 E - H
390 -454
o
No 041-1
C - J 357 - 441 H - F
D J 418 F - G
1155 - 811
660 875
- -273
-
D-H 180 -177
TAT,
..
40I01 5A39FF5B8 0BB7r-490099 2E 85FB
Sf..IC fScrtii S.f s Is - s ea'. 3=Mad'by... Mx i',&z,
�~Ft..zb�.�au32(�.,�icst�a��sngasa�wi= �
a t arid¢,
a"'xrt3 tc�tfmst�a3�`z dtas:�^..xa-arorm x�occrruicit s��nm��dracalnd
""WARNING** READ AND FOLLOW1ALL NOTES ON THIS DRAWING!
'"`IMPORTANT** FURNISH THIS DRAWING TO /{LL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlin shipping,' installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos
bracing per BCSI.. Unless noted olherwise,top chord shall havelproperly attached structural sheathing and bottom chord shall have a pro any
attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610,
as applicable. Appfy plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handliA shipping installation and bracing of trusses.A seal on this drawing or cover pa e_
listing this drawing indicates acceptance of pro-fessional' engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS001 Ply: 1 SEQN: 622286 / T10 / HIPM
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW.
Truss Label: A09 I Wgt: 131.6 Ibs .. / ... 10/27/17
a3
4'8" 1 9'
4'8" 4'4"
16'10'7
7'10"7
1112X4
=3X4 =3X4 �4AW
24'8"14
T10"7
1' 9'1 5' 2'10"7 T10"7
9' 14' 16'10"7 24'8"14
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 20.50 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to 11/2
Spacing: 24.0 "
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 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" 00.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defi L/# Loc R ! U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.056' J 999 240 B 1003 1590 / 643 / - 1268 / 4.0
Lu: NA Cs: NA VERT(TL): 0.129 J 999 180 G 929 1590 / 469 / - / - ! -
Snow Duration: NA HORZ(LL): -0.017 H - - Wind reactions based on MWFRS
HORZ(TL): 0.038 H - - B Min Big Width Req = 1.5
Code / Misc Criteria Creep Factor: 1.5 G Min Brg Width Req = -
Bldg Code: FBC 2014 RES Max TC CSI: 0.695 Bearing B is a rigid surface.
TPI Std: 2007 Max BC CSI: 0.580
Rep Factors Used: Yes Max Web CSI: 0.920
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Plate Type(s):
WAVE VIEW Ver: 16.01.01B.0614.20
No 04718,29
4001SA38 FF58S B98137F48(30 7EE5FB
Thk Item hwbeen she y%tjned.aad=fodby Vw,,AfwWritnea
OFL. tic.047=1 ass U' a daft 4havra atuw Wflo a3SKA 1
ac�enacatL�s�nefa.
2 b"Lic .f dgnad..=9walad
and it «,'+„ asr a4 8s rarest 4c+crt ib d fm wt- dectresrk -
tfas:.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
A-B 27 0 D-E 819 -1199 I
B-C 1023 -1643 E-F 819 -1198
C - D 896 -1402
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1424 -1099 1- H 1213 - 877
J-1 1213 -877 H-G 0 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs Tens. Comp.
C-J
251 -239
E-H 433 -512
D - J
386 -124
H - F 1385 - 946
D - H
96 -104
F - G 644 - 865
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceiling_ Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
t e. AooTv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to
a division of
TPI 1; ortor h
acceptance
any structure
its g
drawin any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DGS001
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1
Truss Label: A10
12
6
=4X10(83) B
3 AA_>J�
T
7'
1. T1"12
7'1 "12
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld: 37.00 EXP. C
Mean Height: 20.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 it
Loc. from endwall: NA
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
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 2x6 'T' reinforcement. 80% length of
web member. Same species & grade or better,
attached with 16d Box or Gun (0.135"x3.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at right end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1 st
panel point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
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 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
OL OW I Wgt 1131.E Ibs I FROM: AH 89 / T7 / HIPM I DRW.
12'11"9 1T 18'9'5 24'8"14
5'11"9 4'0'7 1'9"5 5'11"9
5X$ 1112X4 =4X4 =5X12
C I D E F
LI K J I
2X4 =4X10=4X4 1112X4
5'9"13 1'0"7 4'9"5 5'11"9
12'11"9 14' 18'9"5 24'8"14
10/27/17
)w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
NA Ce: NA
VERT(LL): 0.163 D 999 240
B 1893 11124 / - ! - 1-
14.0
NA Cs: NA
VERT(TL): 0.381 D 774 180
H 2O44 / 1189-
iw Duration: NA
HORZ(LL): 0.054 H - -
Wind reactions based on MWFRS
HORZ(TL): 0.126 H - -
B Min Brg Width Req = 1.9
ie / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = -
a Code: FBC 2014 RES
Max TC CSI: 0.971
Bearing B is a rigid surface.
Std: 2007
Max BC CSI: 0.692
Factors Used: No
Max Web CSI: 0.896
Maximum Top Chord Forces Per
Ply (Ibs)
RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
fe Type(s):
A - B 27 - 24 D - E
2166 - 3719
VE
VIEW Ver: 16.01.01B.0614.20
B - C 2076 -3519 E - F
2166 -3719
ind
C -D 2167 -3720 F-G
13 -23
nd loads and reactions based on MWFRS.
3ht end vertical not exposed to wind pressure.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - L 3076 -1788 J - 1
2762 -1607
L - K 3102 -1795 I - H
2762 -1607
K -J 2762 -1607
Maximum Web Forces Per Ply (lbs)
r
Webs Tens.Comp. Webs
Tens. Comp.
C- L 647 -158 F- I
279 0
C - K 718 - 432 F - H
1856 - 3189
182
No 047
D - K 689 -704 G - H
289 -298
s
K - F 1122 - 656
STATE
.0
SA38 Ff 50 91 BO BB 7F48 00 99 2E;&5 F€i
h,rsbecas ale s rad'wdseaiedby Van.AMartines,
Tzasjaest3iadavtu.tww�ratavnu-gass31 ,
aasmde.
�Csnrctus d�r�erataarmmat crmidtxnd e.:�sard seated
ara? tte.",z+w-3 a evRhcariaumctde rout tramstifi d mmydectmnr
ce�inx:
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache. rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shall I of be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIrfPI 1, or for handling shippinprinstallation and bracing of trusses.A seal on this drrawing or cover pa e.
listing this drawing, indicates acceptance of rofessionRl j engineering responsibility solely for the design shown. The suttabllity
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this tab's general notes Daae and these web sites: ALINE: www.aioineltw.com, TPI: www.tD1nst.om: SBCA www.sbcindustrv.com: ]CC: www.iccsafe.om
Job Number: 136DCS001 Ply: 1 SEQN: 622287 / T1 / COMN I
4EDB-Arden 1969 "C" OL OW /DR Horton 14EDB-Arden 1969 "C" OL OW Qty. 7 FROM: AH DRW:
Truss Label: B01 Wgt: 103.6 Ibs .. / ... 10/27/17
=3
T
6'4"8 + 10'10" + 15'3"8. + 21IT"
6'4"8 4'5"8 4'5"8 6'4"8
D=4X6
1112X4 =3X6 -3X4 1112X4
6'2"12 4'7"4 1'2" 3'5"4 6'2"12
1 1'
6'212 10,10" 12' 15'5"4 21'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
LOG R / U / Rw / Rh / RL / W
B 880 / 544 / 523 / - 1248 14.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.044 J 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.095 J 999 180
F 880 / 544 / 523 ! - / - / 4.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.018 H - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.041 H - -
(T )=
B Min B Width Re 1.5
r9 q
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 20.96 It
Creep Factor: 1.5
F Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.49E
Bearings B & F are a rigid surface.
9 9
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.310
Spacing: 24.0 "
C&C Dist a: itLoc.
Rep Factors Used: Yes
Max Web CSI: 0.344
Maximum Top Chord Forces Per Ply (Ibs)
from endwawall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 27 0 D - E 1098 -960
VIEW Ver: 16.01.01B.0614.20
Wind Duration:1.60
WAVE
B-C 1324-1365 E-F 1324 -1365
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 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
40 015A 38 FF 58 8160 B8 7F48 00 592E 85 FB
rkaisitsmtiastxet» elazarsa.ssad`.axx� �alnd try Mari 4blar3i�sa:
Pf In. ue.r4no2) an the das¢stwwa abom Wks a SFA,l
AUftn=wde.
pmud coptaaftta`m donr.=A=not cr X16mad s4nadand waled
amc ihu.�4tv3avRiaenia�s¢crde newt Pze s�edE�dra. aerydcctmnk
C- D 1098 - 960 F- G 27 0
Maximum Sot Chord Forces Per Ply (ibs) .
Chords Tens.Comp. Chords Tens. Comp
B - K 1159 - 982 1- H 1156 -999
K - J 1156 - 981 H - F 1159 -999
J-1 1156 -999
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K - C 225 - 25 D - J 584 - 603
C - J 554 - 435 E - H 225 - 25
J - E 554 -435
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIt I PI 1, or for handlingf shipping, installation and bracing of frusseS.A seal on this drawing or cover -page_ .
listing this drawingg indicates acceptance of pro esstonal engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2.
For more information see this'ab's general notes pacle and these web sites: ALPINE: www.al ineitw.com TPI: www.tpinst.org • SBGk www.sbdndu .wm; ICC: www.lccsafe.orq
Job Number.
001
Ply:
4EDB Arden 1 69D CS OL OW /DR Horton /4E— Arden 1969 i C" OL OW I Wg 1140.0 Ibs I FROM: AH 854 / T4 ! GABL I DRW; 10/27/17 ' I
Truss Label: B01GB
21'8"
10,10"
I- 1'6" -I-1'4--1
(TYP)
d4X4
I K
H L
12 G M
6 F nN
n
n E O N
D P D
C Q
m2X4(At) B R=2X4(A1)
A S
I
AH AG AF AE AD AC AB AA Z-5X6 Y X W v u T
218"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or `=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg? NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf.INA Ce: NA VERT(LL): -0.001 K 999 240 R- 81 / 50 / 38 /- / 11 / 260
BCLL: 0.00 Enclosure: Closed Lu) NA Cs: NA VERT(TL): 0.002 J 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 E - - B Min Big Width Req = -
Des Ld: 37.00 EXP: C I HORZ(TL):-0.004 E - - Bearing B is a rigid surface.
NCBCLL: 10.00 Mean Height: 20.96 it Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.2 psf I
Soffit: 2.00 BCDL: 5.0 psf Bid 9 Code: FBC 2014 RES Max TC CSI: 0.116 Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 " C&C Dist a: 3.00 ft Red Factors Used: Yes Max Web CSI: 0.105 A - B 27 0 J - K 321 -18
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 71 -116 K - L 267 -15
GCpi: 0.18 Plate Type(s): C - D 76 -100 L - M 213 -24
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 D - E 71 -79 M - N 160 -47
Lumber E - F 109 -56 N - O 108 -69
F-G 161 -34 O-P 83 -91
Value Set: 13B (Effective 6/112013) G - H 213 -17 P - Q 88 -113
Top chord 2x4 SP Al H -1 268 -15 Q - R 83 -129
Bot chord 2x4 SP #1 1-1 322 -18 R - S 27 0
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes _ B -AH 187 -96 AA- Z 212 -100
Ak
All plates are 2X4 except as noted. ' AH-AG 196 -97 Z - Y 211 -111
AG-AF 201 -98 Y - X 209 -111
Wind e rt AF-AE 204 -99 X-W 207 -110
Member design based on both MWFRS and C&C.AE-AD 207 -99 W - V 205 -110
NO 047182 AD -AC 209 -100 V - U 2D2 -109
Additional Notes AC -AB 210 -100 U - T 197 -108
See DWGS A16030ENC101014 & GBLLETIN1014 for AB -AA 212 -100 T - R 188 -108
gable wind bracing and other requirements.
STATE a Maximum Gable Forces Per Ply (Ibs)
*. Gables Tens.Comp. Gables Tens. Comp.
%# C-AH 117 -48 Z-K 202 -83
D-AG 120 -75 Y-L 166 -73
E -AF 108 -73 X - M 108 -73
F -AE 108 -73 W - N 10B -73
G -AD 108 -73 V - O 108 -73
40I015A 38 FF5B81B06B7F490059,2E95FB H-AC 166 -73 U-P 1-48
Zisltikem &saxtiek�cfar tc g nadmsdaalmd4yrtan+zs3Martinz, I -AB 202 -3 T-Q 117 17 75 -48
��i..ttc.assz(set t3�aeasa�tme�nacmxmsarangasN�a J-AA 0 -173
aiw'ihcr�+�raa sa�1n,
m.@tFeiar.3�enr,sasr;�%la ntnt Qa vet3facS �a�vrZectra�
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall lot be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipprn installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS001 Ply: 2 SEQN: 743852 / T3 / GABL I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: AH DRW:
Truss Label: B02 Wgt: 288.4 Ibs Page 1 of 2 .. / ... 10/27/17
i T0'1 i 10'11'15201 23'it"15 31' _,
TO"1 3'11"14 4'6'1 46"1 3'11"14 T0'9
31'
3'10'2 _, 4'9'9 _,_ 4!i _,_ 32410"2 _,_ 6'1 D'5
6'10'S 10'87?A3'9 '1"11 31'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in IoG L/defl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.117 AI 999 240 AX 4037 12461 /- /- /- / 6.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.258 AI 999 180 AY*634 / 368 /- ! - ! - 1118
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.028 C - - AC / 396
EXP: C �)
HORZ L 0.061 C - - W 1984
NCBCLL: 00.
Des . 00 00 Mean Height: 22.13 ft Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS
TCDL: 4.2 sf
Soffit: 2.00 p Bldg Code: FBC 2014 RES Max TC CSI: 0.520 AX Min Brg Width Req = 2.0
BCDL: 6.0 psf AE Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.592
Re Factors Used: No Max Web CSI: 0.845 Bearings AX & AE are a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.10 it p
Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE IVIEW Ver: 15.01.01.0402.19
Lumber Plating Notes A - B 13 -13 L - M 1063 -1809
B - C 2548 -4209 M - N 488 -879
Value Set: 13B (Effective 6/1/2013) All plates are 2X4 except as noted. C - D 1907 -3164 N - O 454 -816
Top chord 2x4 SP #1 Wind D - E 1901 -3160 O - P 417 -761
n
Bot chard 2x8 SP #1 E - F 1088 -1830 P - Q 423 -766
Webs 2x4 SP 93 :W6, W8 2x4 SP #1: Wind loads and reactions based on MWFRS. F - G 1087 -1835 Q - R 359 -657
Lumber value set "1313" uses design values Additional Notes G - H 1088 -1844 R - S 1106 -658
onaoes
approved 1/30/2013 by ALSO H - I 1067 -1815 S - T 1232 -731
tt'6 for 1-1 1060 -1800 T - U 1209 - 721
Nailnote �;
+�`� J - K 1093 -1847 U - V 1209 -719
s Nail Schedule:0.128"x3", min. nail. K - L 1095 -1853 V - W 1205 -715
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 5.25" o.c.
Webs : 1 Row @ 4" o.c. Maximum Bot Chord Forces Per Ply (Ibs)
Use equal spacing between rows and stagger nails No 047102Chords Tens.Comp. Chords Tens. Comp_
in each row to avoids splitting. g' a B -AJ 3732 - 2244 AD -AC 617 -1042
w
Special Loads 14 AJ-AI 3705-2229 AC -AB 617 -1042
4 AI-AH 2738 -1642 AB -AA 642 -1085
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) AH-AG 763 -422 AA- Z 638 -1078
TC- From 56 If at -1.00 to 56 If at 7.06 wa ., aSTATE PF
TC From 7 pif
at 7.06 to 7 plf at 7.81 AG-AF 763 -422 Z - Y 637 -1079
TC- From 7 pif at 7.81 to 7 plf at 15.50 - v AF-AE 763 -422 Y - X 635 -1078
TC- From 7 pif at 15.50 to 7 pif at 17.06 AE-AD 617 -1042 X - W 633 -1078
TC- From 56 plf at 17.06 to 56 pIf at 24.44TC- From *'n*
lf at
BC- From 54 ppif at if at -1. 0 to 4-44 to51.00 4 pIf at 30 00 40,41 Web Maximu Te Web Forces PWebls (lb Tens. Comp.
BC- From 20 plf at 0.00 to 20 pif at 7.06
BC- From 2 pif at 7.06 to 2 pif at 15.50 SERIAL t AJ- C 1136 -630 AWAO 1310 -815
BC- From 2 pif at 15.50 to 2 plf at 21.06 40 01 5A 38 FF 51381. 80 6117F 49 00 99 2E 85 FB C -AI 723 -1188 AP-AQ 1394 - 857
BC- From 20 plf at 21.06 to 20 pif at 31.00 ThkItem iv&%beenmk ad'wA=aledbyiA wilmatsm= Al- E 1874 -1111 AR- M 1396 -861 ,
BC- 2044 lb Conc. Load at 7.06 -n(e.•ttc.94ruvIonthe eateimvaa w..�,gasxxx
BC- 929 lb Conc. Load at 9.06,11.06,13.06,15.06 suth=tkaWAzada E-AK 1032-1676 M-AE 736 -1285
17.06 AK -AL 1035 -1686 AE-AS 2323 -1330
BC- 933lb Conc. Load at 19.06,21.06 Pmtzd AL -AM 1052 -1707 AS -AT 2430 -1400
andauthw6mSca rademuetbewMbdcnany dodme4_ AM-AH 1030 -1668 AU -AV 2298 -1319
r.Vtes. I -AH 1489 - 843 AW- R 2321 -1335
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
[russes require extreme care in fabricatingg handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,omponent Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
tracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
itached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
is applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kZ fer to
Irawings 160A-Z for standard plate positions.
1lpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
russ in conformance with ANSIPI1, or for handlia, installation and installatioand bracing of trusses.A seal on this drawing or cover page
isting this drawing indicates acceptance of pro essronal engineering responsibility solely for the design shown. .The suitability
and use of this drawing for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS001 Ply: 1 SEQN: 743795 / T17 / JACK I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: AH DRW.
Truss Label: BJ1 Wgt: 11.2 Ibs / ... 10/27/17
12
6
2X4(A1) B
4" 3
_- A
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 18.50 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 113012013 byALSC
Wind
Member design based on both MWFRS and C&C.
1'
1'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.001 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.171 -
TPI Std: 2007
Max BC CSI: 0.016
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.19
" No 047102.
40 01 SA3'8 FF 55 81 BO BB 3F48 00 99 ZE 95 FB
3iAlrliurn.&u�trscnakct xdass3.ataladi�ytAatesuc9rCartinr�
P. (R. ttc.947S22,l on thzd- =Acorn at am Wkii; a s3?I�a
aenr`,�a3cas sisf e.
E't¢d zr�c3dm's dfficsxccat ma nrnvassidrsmd �n,�:aad:calod
aad than �&zu�ent:catccmreerdar.�ttmatrificd cnaxr;�dectme�
alas.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 150 / 87 / 146 ! - / 49 / 4.0
D 11 /11 /19 /- /- /1.5
C -14 /29 /27 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
*"WARNING- . READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
gqwire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
CCaaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing(] installed per BCSI sections B3, B7 or B10,
. ADDIv Plates to each face of truss and Position as shown above and on the Join Details. unless noted otherwise. hefer to
a division of
i F'I 1; or for h
acceptance
any structure
n this drawing,any failure to build the
eal on this drawing or cover page
it the design shown. The suitability
SI1TPl 1 Sec.2.
SBCA www.sbcindustjy.com; ICC: www.iccsafe,
Job Number: 136DCS001 IPly: 1 SEQN: 743794 / T16 / JACK '
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: AH DRW:
Truss Label: 13J3 Wgt: 12.6 Ibs / ... 10/27/17
C
12
6
M
O to
=2X4( 1) B ih
CV
A
D
1' 3'
3'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 195 / 162 / - / 101 / 4.0
BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 51 /8 / 42 / - ! - / 1.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D - - C 64 162 / 28 i - / - 11.5
Des Ld: 37.00 EXP: C I HORZ(TL):-0.004 D - - Wind reactions based on MWFRS
r9 q
Mean Height: 19.00 ft B Min B Width Re 1.5
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 =
TCDL: 4.2 psf I D Min Br Width Re -
Sofflt: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 g q =
BCDL: 5.0 psf I C Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.075
Red Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 ft p
Loc. from endwall: Any FORT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19
Lumber A- B 27 0 B- C 29 -110
Value Set: 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1 Chords Tens.Comp.
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values B - D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
40.I015A 38,FF 55 8180 BB 7F48 00 99 2E85 FB
r3dtsham'hascmenmkcisuit tg tad aedwsWedbyMrwAMrBi
u-g47182( an tii@ 3:3cshSWtFa649Yx 4E$ing a5HA8 ,
ao�an�at�are�rSa.
ftbtcdsCp afdvs doemmam antt"416aad AgnAd=9=Wad
ark ti s kavghant a+tt`saes ferf�st baw&bf carwidectra,d=
I
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Nefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinpp�Components Group Inc. shall I of be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI PI 1, or for handling ship in ) installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professi�na� engineering responsibility solely for the design shown. The suitability
and use of this 'hawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS001 Ply: 1 SEQN: 743793 / T16 / JACK
4EDB-Arden 1969 "C" OL OW !DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: AH DRW:
Truss Label: BJ5 Wgt: 16.8 lbs / ... 10/27/17
T3
f 1'
5'
5'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 19.50 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "136" 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)
Def11CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.010 D - -
HORZ(TL):-0.012 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.329
TPI Std: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.19
STATE OF
SERIAL fk
40018 38FF5B81BGBB7F480098. 2E 95FB
sSL ltata8rxscas mltctrasa}btu arsd acemlme' by I�dAasaaa7 r�98fthsca
3E(�-t.iit.aa3asz.(azr t>.,ea datrsshewreaC¢vu w�mgasxki
�dsertirattmtac.
r�tmdes daxorthx: docm=art not crosz&nd op rdand=kil
anti twx NftAcaweviectrmr,
Carlos_
C
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 / 123 / 208 1- / 155 / 4.0
D 90 117 t70 1- !- 11.5
C 119 /115 /58 /- /- /1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -126
Maximum 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
7uire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610,
e. AppTy plates to each face of truss and position as shown above and on the Join I Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
failure to build the
g or cover page
rn. The suitability
any
Ci:
4EDTruss Label EJ7D CS OL OW /DR Horton /4EDB-Arden 1969 i C" OL OW Ity
Wt 116 23.8 Ibs I FROM: AH 792 / T19 / EJAC I DRW / ... 10/27/17 I
2X4(A1) B
13 A
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 20.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
M1
—WARNING"" READ AND FOLLOI
"IMPORTANT"" FURNISH THIS DRAWING TO
a division of
C
12
6
7'
7'
)w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
B 336 1155 / 257 / - / 211 / 4.0
NA Ce: NA
VERT(LL): NA
NA Cs: NA
VERT(TL): NA
D 127 / 26 / 102 / - / - 11.5
tw Duration: NA
HORZ(LL): -0.022 D - -
C 171 / 169 / 85 / - / - 11.5
HORZ(fL): 0.031 D - -
Creep Factor. 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
le / Misc Criteria
g Code: FBC 2014 RES
Max TC CSI: 0.533
D Min Brg Width Req = -
Std: 2007
Max BC CSI: 0.368
C Min Brg Width Req = -
Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
RT:20(0)/10(0)
Mfg Specified Camber:
le Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VE
VIEW Ver: 15.01.01.0402.19
A-B 27 0 B-C 77 -160
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
11y5Ay.3�8FF 5B 81 B0 98 7€48 00y�,'g,9 2E85 FB
lit '.[SS Ad'�tiAF.WOtiC(.ttc36:£�".k & iiCt{'. ' waled"T rRa lMartin
uc v4r.!$2t anew dLuz shown abamtrAns a st%t
root=Wffmad ^sand sstlh�
nwt U4= f9ed MnjdeAmnk
CONTRACTORS INCLUDING THE INSTALLERS
tailing and bracing. Refer to and follow the latest edition of BCSI (Building
ces prior to performing these functions. Installers shall provide temporary
iperiy attached structural sheathing and bottom chord shall have a properly
Sint of webs shall have bracing insTalled per BCSI sections B3, B7 or t 10,
shown above and on the Join f Details, unless noted otherwise. (2efer to
be responsible for any deviation from this drawing,any failure to build the
stallation and bracing of trusses.A seal on this drawing or cover page
igineerin.q responsibility solely for the design shown. The suitability
Job Number: 136DCS001 Ply: 1 SEQN: 743796 / T28 / HIP_
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 3 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 Ibs / ... 10/27/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
6'3"
6'3"
T
9'10"1
37"
u
6'1"4 9'3"4 911
Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Wind Std: ASCE 7-10 PM:NA Ct' NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.99 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac =1.25/ Plate
Dur.Fac.=1.25)
TC- From 0 plf at -1.41 to
55 plf at 0.00
TC- From 2 plf at 0.00 to
2 plf at 9.84
BC- From 0 plf at -1.41 to
4 plf at 0.00
BC- From 2 pif at 0.00 to
2 plf at 9.84
TC- -7 lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TG- 238 lb Conc. Load at 7.07
BC- 23 lb Conc. Load at 1.41
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Pf: NA Ce: NA
VERT(LL): 0.015 G 999 240
B 330 / 248 / - 1- /- / 4.9
Lu: NA Cs: NA
VERT(TL): 0.034 G 999 180
E 385 1218 / - 10 / 0 / 1.5
Snow Duration: NA
HORZ(LL): -0.004 F - -
D 29 / 19 / - 1- /- 11.5
HORZ(TL): 0.010 F - -
Creep Factor: 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.241
E Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.326
D Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.256
Bearing B is a rigid surface.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 15.01.01.0402.19
WAVE
A-B 14 -13 C-D 68 -72
B - C 406 - 650
40 01 SA38 FF 50 8180 B8 7F48 00 99.2E 85 F€I
IU11ersstesarsecttakt3a�; ys cd 9 l"d5y Mfari cz,
'M(#t, t$c Zf92tas �as3SC:zltaWh akMwmt oga SH 4i
ss�ltsnGcas¢cxde,
ivbtad crat mofchh doc"cxv- aw cotcszil6md stpwgi awd saaW
sE tfi µa:Z rentit;tl#vase de nrttCtam aasif dmwidatrank
calm
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ouire extreme care in fabricattna. handling. shiooina. installina and bracing. Refer to and follow the latest f
a division of
ntormance W1m ANbli 1 PI 1, or Tor r
5 drawingg indicates acceptance
of this a�awing for any structure
:strain or wens snau nave oracln installea per tt,
as shown above and on the Join Details, unless
on
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-G 604 -359 F-E 0 0
G - F 591 - 357
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 2W - 61 C - F 428 - 709
n of BCSI (Building
provide temporary
hall have a properly
ms 63, B7 or B10,
ierwise. f2efer to
failure to build the
g or cover Dane
vn. The suitability
1Job Number:
4EDTrusB Label. MV01 CS OL OW /DR Horton /4EDB-Arden 1969 C" OL OW I �t 11 Ibs I FROM: GM838 / T26 / VAL I DRW; 10/27/17 I
A
-eV
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 22.59 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: 3.00 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 91
Webs 2x4 SP 93
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
72"12 11'11"8
4' 4'1"12
82X4 �
12 ®2X4 C
6
m
82X4 B
G m2X4 F 62X4 82X4
11,1118 1
4' 4'1'12
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (ibs), or *=PLF
Pg NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U I Rw / Rh / RL I W
Pf:l NA Ce: NA
VERT(LL): -0.006 G 999 240
H- 76 / 32 / 53 /- / 20 1143
Luj NA Cs: NA
VERT(TL): 0.012 G 999 180
Wind reactions based on MWFRS
Snow w Duration: NA
HORZ(LL): -0.009 D - -
H Min Brg Width Req = -
HORZ(TL):-0.011 D - -
Creep Factor. 1.5
Bearing H is a rigid surface.
Co,de / Misc Criteria
BidCode: FBC 2014 RES
Max TC CSI: 0.195
Maximum Top Chord Forces Per Ply (Ibs)
TP' Std: 2007
Max BC CSI: 0.127
Chords Tens.Comp. Chords Tens. Comp_
A- B 48 -325 C - D 42 -97
Rep Factors Used: Yes
Max Web CSI: 0.096
FT/RT20(0)/10(0)
Mfg Specified Camber:
B - C 48 -251
Plate Type(s):
VIEW Ver: 15.01.01.0402.19
WAVE
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - G 327 - 35 F - E 338 - 39
G - F 334 - 37
EM
*`WARNING" READ AND FOLLOW
'*IMPORTANT"* FURNISH THIS DRAWING TO A
a division of ITW Buildingp Components G
conformance with ANSI PI 1, or for han
this drawing, indicates acceptance of
;e of this drawing for any structure Is
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - G 248 -209 D - E 162 -94
C - F 321 - 258
No 047M
SWE OF
1 5A38 FF 58 8180 BB 7F4E 00 99 2E95 FEB
mtrssbtrrt akcltms es riee€ava3=Wby muxAmumax,
d�aS zat ouni&rad tfp, i ids hd
6cauwcade wk b4waftd cacAWfd=1fflrh-
L NOTES ON THIS DRAWING!
CONTRACTORS INCLUDING THE INSTALLERS
tailing and bracing. ,Refer to and follow the latest edition of BCSI (Building
ces prior to performing these functions. Installers shall provide temporary
perly attached structural sheathing and bottom chord shall have a propperly
gn of webs shall have bracing installed per BCSI sections B3, B7 or 610,
shown above and on the Join Details, unless noted otherwise. Nefer to
be responsible for any deviation from this drawing,any failure to build the
stallat16n and bracing of trusses.A seal on this drawing or cover pa� ge_
!gineering responsibility solely_for the design shown. The suttabrhty
Job Number: 136DCS001
Ply: 1
SEQN: 743840 / T25 / VAL
4EDB-Arden 1969 "C" OL OW /DR Horton 14EDB-Arden 1969 "C" OL OW
Qty: 1
FROM: GM
�DRW:
Truss Label: MV02
Wgt: 42.0 Ibs
.. / ... 10/27/17
i 5712 9111"8
5712 I 4'1"12
1112X4 C
12
8 1112X4 B
iN
a3X4(D1)
A
F D
E m2X4 ® 4
9'11"8
5'9"12 4'1"12 _r
519"12 + 91118
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
F* 76 131 / 52 / - 119 1 119
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.031 E 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.046 E 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.012 E - -
F Min Brg Width Req = -
Des
EXP: C
HORZ L -0.015 E
)t
BearingF is a rigid surface_
9
Code / Misc Criteria
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 23.09 ft
TCDL: 4.2 psf
Creep Factor: 1.5
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.280
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.209
Chords Tens.Comp. Chords Tens. Comp.
A - B 67 - 267 B - C 36 -101
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.109
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
Chords Tens.Comp. Chords Tens. Comp.
Lumber A-E 291 -28 E-D 299 -31
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp.
Webs 2x4 SP #3
Lumber value set "1313" uses design values B - E 368 -320 C - D 169 -81
approved 1/30/2013 by ALSC
Wind *m
Member design based both MWFRS and C&C.
on
Right end vertical not exposed to wind pressure.
Additional Notes����
No 0,47102
See DWG VAL160101014 for valley details..
```_E. OF
st
SEMALt
40 01 SA38 FF 55 8180 BB 7F 49 00 99 2E 85FB
S 1cfY¢rasirsa laces, ¢kacte g.4 n¢d=41=01ediri 17acrMIMaftln x,
�i(r�..tSc.i"'7is3tane'fee?a2rshae�natarcu°.BngaS3tJb3 �
arttlsentiaa'sautdc
Pabudcopia of tit& dSY..Gi'2¢fsi= cot mas"i&d %iipadmdmIme
=6 Sii:.,}.R � Sti`d1¢alt�a4ii%9s�a mf�il Ez aCiSf35'd ¢ak a6°�€i¢ttRtf�
avjet.
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
bVy TPI toy to these functions. Installers temporaryv
Component Safety Information, an7'SBCA) safety practices prior performing shall provide
bracing per BCSI. Unless noted olhervrise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 61 D,
�tefer
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildlnf�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handlinst, shlppiny, installation and bracing of trusses.A seal on this drawing or cover page, _
The
listing this drawing, indicates acceptance .of ro_fessiona engineering responsibility solely for the design shown. suitability
and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBC0.' wwwsbeindu .com; ICC: www.locsafe.ong
Job Number: 136DCS001
Ply: 1
SEQN: 743842 / T21 / VAL
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969
"C" OL OW
Qty: 1
FROM: GM
[DRW:Truss
Label: MV03
Wgt: 32.2 Ibs
/ ... 10/27/17
3'9"12 Tti"8
3'9"12 012
It2X C
12
6
012X4 B
e
X4(D1)
A
PU
,�y I
F
D
E 012X4 1112X6
f
T11 "9
39"12 4'1"12
3'9"12 T11"a
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
F• 76 131 / 52 /- / 19 195.6
TCDL: 7.00
Speed: 160 mph
Pt: NA Ce: NA
VERT(LL): -0.007 E 999 240
BOLL: 0.00
Enclosure: Closed
Lu{1 NA Cs: NA
VERT(TL): -0.009 E 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.005 C - -
F Min Big Width Req = -
Des Ld: 37.00
EXP: C
Mean Height: 23.59 ft
I
HORZ(TL):-0.007 C - -
Bearing F is a rigid surface.
I
NCBCLL: 10.00
TCDL: 4.2 psf
Code
/ Misc Criteria
i
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg
Code: FBC.2014 RES
Max TC CSI: 0.218
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI
Sid: 2007
Max BC CSI: 0.129
Chords Tens.Comp. Chords Tens. Comp.
A - B 39 - 245 B - C 39 -107
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re
Factors Used: Yes
Max Web CSI: 0.129
Loc. from endwall: not in 9.00 it
GCpi: 0.18
FTIRT:20(0)110(0)
Plate
Type(s):
Mfg Specified Camber:
i
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 15.01.01.0402.19
Wind Duration: 1.60
WAVE
Chords Tens.Comp. Chords Tens. Comp_
Lumber
A - E 245 -20 E - D 257 -23
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP Al
Webs 2x4 SP #3
Webs Tens.Comp. Webs Tens. Comp.
Lumber value set "l3B" uses design values
B - E 329 -254 C - D 192 -94
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
��
Right to
e
N.
end vertical not exposed wind pressure.
Additional Notes
No 0471$?-a
See DWG VAL160101014 for valley details.00,
:.
� re
STATE OF
ar'low
0
SERALA
40015A38:FF5881B088
7F4800992E95Fri
rr�ic'omiii�meraack
sa�dt£abyrfr�rtf,
a�(Fl.t�.�iJ182.(mn
�ms:s3ashowm atxe�ww�ngaSx�.B , >
@L'S1ifCni'd3ib:ffi3CdP9^
Q
&4UH16
asadr�aac�san
ct iasxr&%dfxs tera mot =w9md sfpddasd=10a
es9t%sl ran a�siftsdtara�v�6ctmssk
r�ylrtx.
**WARNING— • READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Information, for to these functions. Installers temporary
Componenf Safety bV TPI an7'SBCA) safety practices prior performing shall provide
bracing per BCSI. Unless noted olherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
It
Alpine, a division of ITW Buildin Components Group Inc. shall be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover ptathge_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su" bfllty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2.
For more information see this lob's general notes and these web sites: ALPINE: www.al heitw.com; TPI: www. into • SBCA: www.sbcindu .com• ICC. www.iccsafe.o
Job Number: 136DCS001 Ply: 1 SEQN: 743844 / T18 / VAL
4EDB-Arden 1969 "C" OL OW /DR Horton 14EDB-Arden 1969 "C" OL OW Qty: 1 FROM: GM DRW.
Truss Label: MV04 Wgt: 22.4 Ibs .. / ... 10/27/17
-904
5'11"8
5'11"8
5'11 "8
R
1
1
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Snow Criteria (Pg,Pt in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Deft/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
♦ Maximum Reactions (Ibs), or'=PLF
Loc R / U / Rw / Rh / RL / W
D• 76 / 29 / 51 /- / 18 171.5
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.019 C - -
D Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ L -0.022 C -
� )�
BearingD is rigid surface.
a g
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 24.09 ft
TCDL: 4.2 psf
Creep Factor: 1.5
Soffit 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.368
Maximum To Chord Forces Per PI Ibs
p y (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.279
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.235
A - B 47 -126
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
Chords Tens Comp
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91 `
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.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
Ll
40 015A38 FF 55 81'80 BB 7F49 00 99 2E85 FB
rhis=J•aaladby WaA Martb,",
� P£(ft.lk..�iJt&E(anL'�et.°aYc ahaw+a aisavn v^�ng35Nh<8.
audtanr�aateac,�1�,
2r3abad ct�a+�sa3'zt�s d�sarssri.ar�a�utc�ixidcand ztgre�'anS scai�d
and the SHA-3 aAants timc+Acrnr t ba wrefLd cos aydxtrm,3k
cmplm
A-C 206 -13
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 258 -140
*'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proPefly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSITfPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drrawing or cover page.
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this pawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2.
For more information see this'oUs general notes page and these web sties: ALPINE: www.al ineitmoom; TPI: www, inst.o ; SBCA: www.sbcindu .com• CC: wwwkcsafe.o
Job Number:
COOI
4EDB Arden 19 9D CS iP1 OL OW /DR Horton /4EDB-Arden 1969 'C" OL OW I Qty:1 I 6 / T8 / VAL % 10/27/17 FROM: GMI DRW ` I
Truss Label: MV05 Wgt: 14.0 Ibs
=aa
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 24.59 it
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: 3.00 it
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
Lumber value set "l38"
uses design values
approved 1/30/2013 by
ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
12 1112X4 B
6
3X4(D1) iv
Li
r 1112X4
3' 11 "8
3'11"8
3'11"8
Snow
Pgi
Criteria (Pg,Pf in PSF)
NA Ct: NA CAT: NA
Defi/CSI Criteria
PP Deflection in loc Udefl U#
♦ Maximum Reactions (Ibs), or `=PLF
Loc R / U / Rw / Rh / RL / W
D• 75 / 27 / 50 /- 117 / 47.5
Pf:
INA Ce: NA
VERT(LL): NA
Lu:
NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow
Duration: NA
HORZ(LL): -0.006 C - -
D Min Brg Width Req = -
HORZ(TL): -0.008 C - -
Creep Factor. 1.5
Max TC CSI: 0.179
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Code
Bldg
I Misc Criteria
Code: FBC 2014 RES
TPI
Rep
Std: 2007
Factors Used: Yes
Max BC CSI: 0.136
Max Web CSI: 0.106
Chords Tens.Comp.
A - B 33 -84
FT/
T:20(0)/10(0)
Mfg Specified Camber:
Plate
WAVE
Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
VIEW Ver: 15.01.01.0402.19
A-C 159 -8
E3
a 5A;384 FF 55 8180 813 7F48 00 99.2E85 F8
.mhaabemele. ...s narl sn9"Aadby maom mart§mex,
ue.04rr121mthad2aaAawaabxi tabgaSN1F1
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 180 - 90
Frbrrdcgia aftha%tiacerm-.sraiMME40 "SI d:g",1=ds bit
andris2S;:a+ sxihantka crsla raaet bA Af�l maajdmtmrd- .
taplarl.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinqg shipping, i6stalling and bracing. Refer to and follow the latest edition of BC51 (Building
Component Safety Information, by TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�tL�Components Group Inc. shall n I t be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS001 Ply: 1 SEQN: 622248 / T20 / SPEC I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW City: 7 FROM: AH DRW:
Truss Label: 4M1 Wgt 25.2 Ibs .. / ... 10/27/17
5110
T
7"4
1
N
60
CV
1'
5'8"8
5'8r'8
$♦
n r
Loading Criteria (pso Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph
PF NA Ce: NA VERT(LL): -0.023 E 999 240
g 293 / 126 / 218 / - / 101 18.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.030 E 999 180
D 214 1114 / 137 ! - /- 11.5
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): -0.009 E - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00
HORZ L E
(T)- 0.012 -
B Min B Width Re 1.5
� q
Mean Height: 15.00 It
NCBCLL: 10.00
Code / Misc Criteria Creep Factor. 1.5
P
D Min Brg Width Req = 1.5
TCDL: 4.2 psf
Soffit: 2.00
Bldg Code: FBC 2014 RES Max TC CSI: 0.373
Bearings B & D are a rigid surface.
BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2
TPI Sid: 2007 Max BC CSI: 0.209
gearing B requires a seat plate.
Spacing: 24.0 " C&C Dist a: 3.00 it
Rep Factors Used: Yes Max Web CSI: 0.325
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Vera 16.01.018.0614.20
A - B 19 0 B - C 52 -131
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
B - E 90 -178
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Maximum Web Forces Per Ply (Ibs)
Lumber value set "1313" uses design values
Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
D - E 102 -36 C - D 1340 -640
Wind
"* , & ,�/
Member design based on both MWFRS and C&C.
AZ!MAP
,*.
No 0471.82
0
STATE OF 11
40 015A38 FF 58 8180 BB 7F+48 00 99 2ES85 FB
rirfr itarsaRtst3ccnckcf .. > nail and=fad ty 3siaaysrl Mart§eas,
P£(A.tit.Ed7F.""Y)an no dzft.hnwnak,%m%rjng a SKIA'l ,
entiaaadexsteda,
?r3atad z��tscf the dt>=rr€satarm spat c�isicrra�d st�vrz and ssa�d
ared tke �iix.R aent�aA3tac"ra9a n�sst?xa xtrYffsl ret a�dsctra`sk
r=lax..
`"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of ITW Buildingg�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 handlinW shipping, installation and bracing of trusses.A seal on this drawing or cover page.
this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability
se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
Job Number: 136DCS001
4EDB-Arden 1969 "C" OL OW/DR Horton /4EDB-Arden 1969
Truss Label: 4M1GB
"C" OL OW
Ply: 1
City: 1
Wgt: 28.0lbs
SEQN: 743858 / T51 GABL
FROM: AH
'
DRW:
.. / ... 10/27/17
142
T
4'4"
5'10"4
3'
1'4"
1'6"4
E
12
T
4p
D
T
C
2X4(A1)B
cm
N r`
Es A
F
H G
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld: 37.00 EXP: C
Mean Height: 15.00 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 41
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
6'
3' 1'4" 1'6"4
3' 4'4" 'f 5'10"4 '1"92
iw Criteria (Pg,Pf in PSF)
Defl/CSi Criteria
♦ Maximum Reactions (Ibs), or *=PLF
NA Ct: NA CAT: NA
PP Deflection in too Udefi U#
Loc R / U / Rw / Rh / RL / W
NA Ce: NA
VERT(LL): -0.003 H 999 240
B* 85 / 40 / 61 1- 117 172.0
NA Cs: NA
VERT(TL): 0.003 H 999 180
Wind reactions based on MWFRS
iw Duration: NA
HORZ(LL): -0.003 E - -
B Min Brg Width Req = -
HORZ(TL): -0.004 E - -
Bearing B is a rigid surface.
le / Misc Criteria
Creep Factor. 1.5
I Code: FBC 2014 RES
Max TC CSI: 0.163
Maximum Top Chord Forces Per Ply (Ibs)
Std: 2007
Max BC CSI: 0.057
Chords Tens.Comp. Chords Tens. Comp.
r Factors Used: Yes
Max Web CSI: 0.072
A - B 19 0 C - D 6 -114
RT:20(0)/10(0)
Mfg Specified Camber:
B - C 14 -178 D - E 12 -40
:e Type(s):
VE
VIEW Ver: 15.01.01.0402.19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 276 -25 G - F 289 -27
H - G 285 -26
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-H 223 -115 E-F 112 -41
• ' A ,,,.. AI-
D - G 242 -79
4001SA38FF588180 857F48009992€85 FS
IbIs ltem?<'ssbeen mutt sine$a A=Iad by 3.tarmzef tbrtin,
2£(EL{ tt<..C4ri82faD ltte era2: ahawo-a6mu^nga SNA•b
authenttentieaa m�+n,
pitatmd s*"Md seated
mItLSKAA asfremtkAgoa"*mr kb�a dfW mampdedwr&
—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, handlingA shipping, iristalling and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral resfraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall n.1 t be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI PI 1, or for handling shippinp, installation and bracing of trusses.A seal on this drawing or cover page, _
listing this drawing,indicates' acceptance of pr 3 essionq engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the guiiding Designer per ANSUTPI 1 Sec.2.
For more information see this lob's aeneral notes Daae and these web sites: ALPINE: WWW.alDinedw.com: TPI: www.toinst.om: SBCA www.sbcindustrv.com: IM www.iasafe.ora
Job Number: 136DCS001 Ply: 1 SEQN: 689065 / T27/ COMN
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW City: 2 FROM: GM DRW:
Truss Label: 41-1 Wgt: 36.4 Ibs .. / ... 10/27/17
LO
11
3 15
5' 10,
r 5'
5,
12
4 r-�
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: D 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 "13B" uses design values
approved 1/30/2013 by ALSO
Wind
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
C= 4X6
illz^'t
Y
m
CV
n
5' 10,
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf., NA Ce: NA
VERT(LL): -0.025 F 999 240
Lu: NA Cs: NA
VERT(TL): -0.028 F 999 180
Snow Duration: NA
HORZ(LL): -0.0D8 F - -
HORZ(TL): 0.009 F
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.378
TPI Std: 2007
Max BC CSI: 0.222
Rep Factors Used: Yes
Max Web CSI: 0.086
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.01.01A.0723.13
No 047102
0
40 01 5A 38 FF5561BOBB7F4900992E95 FB
TMlter.shasteGnwd=aiedbyvr Melmartomy,
(FL. Lka047282( vn 6e dateshmvn abate=Mj; aSNA 4
a1'�i@37tiCa3}�re,
fiend c Whu.1di. din-ru..s, .t— nut sealed
oral the Aaa aAentkati aCade musE ha x fcd eas a f0mtim`ak
dins..
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 433 1273 / 410 / - 179 / 4.0
D 433 1235 1247 ! - /- 14.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = 1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 19 0 C- D 1162 - 638
B-C 1182 -638 D-E 19 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 575 - 976 F - D 575 - 976
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 291 - 265
`*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
mire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or �10,
e._ Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
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 shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
>e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS001 I Ply. 1 I SEQN: 689073 / T30 / HIPS I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969, "C" OL OW Qty: 1 FROM: GM DRW:
Truss Label: 4L2 I W9t: 44.8 Ibs / .. 10/27/17
3'
3'
12
4 p
u7
i�=2X4(A1) B
5 A
1, y 3'1"12
3'1"12
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph.
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 It
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 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
#1 hip supports 3-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Left bottom chord exposed to wind.
7' 10,
4' 3'
C =4X6 4
In I \ E=2X4(A1)
F
H G
1112X4 = 3X4
3'6"12 3'3"8 1,
6'8"8 10,
)w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
NA Ce: NA VERT(LL): 0.021 G 999 240 B 493 ! 241 / - / - ! - 14.0
NA Cs: NA VERT(TL): 0.046 G 999 180 E 493 / 241 / - / - ! - 14.0
lw Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS
HORZ(TL): 0.014 G - - B Min Big Width Req = 1.5
le / Misc Criteria Creep Factor: 1.5 E Min Brg Width Req = 1.5
g Code: FBC 2014 RES Max TC CSI: 0.192 Bearings B & E are a rigid surface.
Std: 2007 Max BC CSI: 0.213
Factors Used: No Max Web CSI: 0.039 Maximum Top Chord Forces Per Ply (Ibs)
RP20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
IeType(s): A 19 -14 D-E 410 -919
VE VIEWVer:17.01.01A.0723.13 B-C 408 -923 E-F 19 -14
C - D 368 - 683
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 858 - 374 G - E 855 - 376
H - G 872 - 370
- Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C- H 99 0 G- D 104 0
C-G 11 0
WNo 047182
r
ai w A
`�` &
ENE Y OF
NA
401 SA 38 FF 5B 81 Bt1 SB 7F48 GG 98: 85 FB
Mki am hmbeen ¢ltamk"aJslpdd'a-0=lad by maaml Martk¢ x
M(Fll.afc.rAyllizi cathaefau shown abwmW'as a stfaa ,
artii¢Itka4%xs¢.
i
2tha d ccvnsa#a#ds dzrr=a M Vol ca dnfmd 4aWand s; aled
and fl!.e SiSR 3asAhentaraais�aurd¢musa &�.razd(rieae�'idtetrar.,ly
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISO THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY
bracing per BCSt. . Unless noted olhervise,top chord shall have properly attached structural sheathingA and bottom chord shall have a pro Pry
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�fL�Components Group Inc. shall nl t be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI .1, or for handling shipping, installation and bracing of;trusses.A seal on this drawing or cover page_
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS001 Ply: 1 SEQN: 689067 / T31 / JACK
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 4 FROM: GM DRW:
Truss Label: 4BJ1 Wgt 11.2 Ibs / ... 10/27/17
12
4 F--�
2X4(A1) B
3 /-
C
D
�- 1' 1'
1'
Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D -
EXP: C
Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.000 D - -
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.172
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.018
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CS 1: 0.000
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left bottom chord exposed to wind.
047182
u
w
STATE OF
4O 019A38 FF 5B S B0 60 7F 48 00 99 2E 1f5 FB
This ltwlbinbs ekawnkwws#pdd and aaaicd by 3AWW'd watnes,
. (.. ifs."7192.f on a S A»i
arth cntka*nmade.
�imwdc�aas®isfds drxraarastarm rat ctiraimd s8gnaai and srslad
sod the &�iAa authertira2ieAzadM enwi U vewcd cn aw+dcdmrib
c m
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 147 / 112 / 145 1- 129 / 4.0
D 10 /0 /7 /- /- 11.5
C -13 /19 /20 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Big Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 19 -8
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, bVV TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
le. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
11 Pi 1, or for handling Shipp
acceptance of professioi
any structure is the respor
rai notes page and these web sites:
its drawing,any failure to build the
on this drawing or cover page,
ie design shown. The suitability
Job Number: 136DCS001 Ply: 1 I SEQN: 689071 / T32 / EJAC
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 3 FROM: AH DRW:
Truss Label: 4EJ3 Wgt: 12.6 Ibs / ... 10/27/17
12
4 F,� C
3 A
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 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 6/112013)
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
Left bottom chord exposed to wind.
T Tto
1)B
KA
D
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg1 NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
B 190 1124 / 191 I - / 57 / 4.0
Pf:INA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
D 49 / 33 169 / - / - 11.5
Snow Duration: NA
HORZ(LL): -0.002 D -
C 62 140 131 ! - / - 11.5
HORZ(TL):-0.002 D -
Creep Factor. 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Co?e / Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.170
D Min Brg Width Req = -
TPI Sid: 2007
Max BC CSI: 0.072
C Min Brg Width Req =
Rep Factors Used: Yes
Max Web CSI: 0.000
.
Bearing B is a rigid surface.
FTI�T:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 17.01.01A.0723.13
W/ VE
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 20 -61
171
13
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
40015A38FF5B81BUBB7F4800 99 2185FB
nAs Itemiiaslteero aYsr em gsigted'.aid=Iddtry Maooa75aArtiney
d°£(FL. Ut=7122t an me &WAZVlt4ab0 9s_kg asl-w. ,
?tsatedccv of dU:aassrstmmemot cmaimd s4md=d:caiad
Brad Ehe.z isL#hcntsca&nMdenek haadfbd M=Vd"1MrrL-
cS3C3ni�.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) >or safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
at -he id ceiling Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall nqt be responsible for any deviation from this drawingq any failure to build the
I
in conformance with ANSl� 1 1, or for handling shipping, installation and bracing of trvsses.A seal on this dfawing or cover page_ _
listing this drawing, indicates acceptance of prottes..on. engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
web
Job Number: 136DCS001
Ply: 1
SEQN: 689069 / T33 / HIP_
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW
Qty: 2
FROM: GM
DRW:
Truss Label: 4CJ3
Wgt: 15.4 Ibs
/ ...
10/27/17
12
2.83
C
F
T
B
�
2X4(A1)
�
r
3� A
E
D
4'2113
�- 1'S"
4713
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL
/ W
E 83 / 46 / - / - / -
14.9
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 29 / - / 5 J - / -
11.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.002 D
C 62 / 47 /- / - / -
/ 1.5
Des Ld: 37.00
EXP: C
HORZ L 0.002 D -
�)
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 0.00
Mean Height: 15.00 ft
Creep Factor: 1.5
E Min Br Width Re 1.5
9 q =
Soffit: 2.00
TCDL: 4.psf
BCDL:5.0 psf
Bldg Code: FBC 2014 RES
9
Max TC CSI: 0.087
D Min Brg Width Req = -
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.056
Bearing E is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.000
Loc. from endwall: NA
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
VIEW Ver: 17.01.01A.0723.13
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 2-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Left bottom chord exposed to wind.
7-1� 0 '.
a
0
40 015A 38 FF 58 8180 BS 7F48 00 99 2E E5 FB
#tit ltemhusivacf 41*dra1k0Y*aaA-*ti adtryM ^A rutatHAW,
n(a' Lk'o47.JM the da4m. ittiten aC¢wm w�`tt�5a5H:38>
archertdraumetude.
tmdcap taartfv�s dw=,g--*arm not usdk and swwd and scalad
anot9^c 3aa.@+an aAksrsuxdan+ tDaveW,�6,dwtaarfdoctmak
=Im.
A-B 6 -4 B-C 14 -11
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV TPI anr7'SBCA) toy safely practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. ADDTV plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 14fer to
a division of
rfPI 1; or for h
acceptance
any structure
tis drawing,any failure to build the
on this drawing or cover page
to design shown. The suitability
rPl 1 Sec.
2.
TPI:
Job Number: 136DCOOI Ply:
SEQN:
4EDB Label: 1FT 9 CS OL OW /DR Horton /4EDB-Arden 1969I"C" OL OW I Wgt 1100.81bs I FROM: AH 51 / T41 / SY42 I DRW.Truss/ 10/27/17 I
2. 1 4" yi
(TYP)
2X4(R)
A B C
AH
a=2X4(R)
3 88 AA 1 )
W=3X4
D E F G H I J K L M N
�2X4(R)
O P
�Q
AG AF AE AD AC AB AA Z Y X W V U T S
W=3X4
187"8
181T
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCp!: 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 "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longdudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
IN
Snow Criteria (P6,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
Pg:' NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw
/ Rh / RL
/ W
Pf: A Ce: NA
VERT(LL): 0.000 P 999 360
R* 109 / - / -
/- /-
/ 223
Lu: NA Cs: NA
VERT(TL): 0.000 P 999 240
AG Min Brg Width Req
= -
Snow Duration: NA
HORZ(LL): 0.000 B - -
Bearing AG is a rigid surface.
HORZ(TL): 0.001 B
Code / Misc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.072
Chords Tens.Comp.
Chords
Tens. Comp.
TPIIStd: 2007
Max BC CSI: 0.018
A- B 0 0
1-1
0
0
Rep Factors Used: Yes
Max Web CS 1: 0.031
B - C 0 0
J - K
0
0
FT/RT:20(0)/10(0)
Mfg Specified Camber:
C- D 0 0
K- L
0
0
Plate Type(s):
D- E 0 0
L- M
0
0
WAVE
VIEW Ver: 16.01.01 B.0614.20
E- F 0 0
M- N
0
0
F-G 0 O
N-O
0
0
G-H 0 0
O-P
0
0
H-1 0 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
AG-AF 0 0
Y- X
0
0
AF-AE 0 0
X-W
0
0
, M
AE-AD 0 0
AD -AC 0 0
W- V
V- U
0
0
0
0
ra
AC -AB 0 0
U-T
0
0
e�
AB -AA 0 0
T- S
0
0
AA- Z 0 0
S- R
0
0
`No 047102Z-Y
0 0
a
Maximum Web Forces
Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens. Comp.
io
' TAT E OF
AH-AI 0 -4
P - R
0
-46
�€
A -AG 0 -48
R- Q
0
-9
u�v
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp.
Gables
Tens. Comp.
B-AF 0 -133
J-X
0
-133
SEMAL
C -AE 0 -134
K- W
0
-133
40 01
5A38 FF 55 8180 BB 7F48 00 99 2E 85 FB
D -AD
0 -133
L - V
0
-133
Miter
E-AC
0 -133
M-U
0
-133
(a,t'u.r.4raEzlcnOle daltdwWa A= Will; asx4.i
azhant;ca33ia,
mdlr f d aa���ta�a roegswawAm6d
F-AB
G -AA
H-Y
0 -133
0 -133
0 -133
N-T
O- S
0
0
-134
-133
arc tFee�•tac¢st?saAec*so..�9e m+t t�redfcd saractpe$ectronk
cat�las.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT** FURNISH THIS DRAWING TO ALL ICONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Appty plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
AIpire, a division of ITW 8uildinp�Components Group Inc. shall nin be responsible for any deviation from this drawing,any failure to build the
tNss in conformance with ANSI 1, or for handling shipping, in
and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this 9rawing for any structure is the responsibility of the Building Designer per ANSIfTP11 Sec.2.
Job Number: 136DCS001 Ply: 1 1 SEQN: 645655 / T29 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 8 FROM: DJH DRW:
Truss Label: FT2 Wgt: 119.0 Ibs I / ... 10/27/17
678 + 87"8 1878
678 2' 10,
r j �— 2'6"2'6" --{
1112X4
2X4(R) =4X4
ZA B C D
['-1-! i — 2-6"—�i�3"1—'�3"1�'— 2'6"
W=3X4=2X4(R)
1112X4 =3X4. 1112X4 1112X4
E F G=3X4 H I J K L M
AA EW
Y X W V U T S R Q
=5X6 1112X6 1113X6(R) =4X4
W=3X4
18'7"8
P O
=MI
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R ! U ! Rw / Rh / RL ! W
TCDL: 10.00 Speed: NA mph PY NA Ce: NA VERT(LL): 0.336 T 647 360 Y loll / - 1- I - l - l 7.5
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.526 T 413 240 N 1012 1- ! - ! - I - 14.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.042 N - - Y Min Brg Width Req = 1.5
EXP: NA HORZ )
L 0.065 N - - N Min Brg Width Req = 1.3
NCBCLL: 10.00
Des .00 Mean Height: NA it Code ! Misc Criteria Creep Factor: 1.5 Bearings Y & N are a rigid surface.
TCDL: NA psf Bearing Y requires a seat late.
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.990 9 q p
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.770
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.503 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA Plate Type(s): A - B 1 0 G - H 0 -3630
Wind Duration: NA WAVE VIEW Ver: 17.01.01A.0723.13 B - C 0 -1744 H -1 0 -2995
Lumber C- D 0 -2971 1- J 0 -290
D-E 0 -3763 J-K 0 -1746
Value Set: 13B (Effective 6/l/2013) E - F 0 - 3767 K - L 1 0
Top chord 02 SP #1 F - G 0 -3767
Bot chord 02 SP #1
Webs 02 SP #3
n values Maximum Botns. Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design Chords Tens.Comp. Chords Tens. Camp.
approved 1/30/2013 by ALSC
Y- X 986 0 S- R 3634 0
Plating Notes X- V 2471 0 R- Q 0 0
All plates are 4X6 except as noted. W - V 0 0 R - P 3435 0
x +ere
W. V- U 3750 0 P- O 2472 0
Deflection - 1 � U- T 3763 0 O- N 9W 0
Max JT VERT DEFL: LL: 0.34" DL: 0.24". See detail T - S 3838 0
DEFLCAMB1014 for camber recommendations. .
,
Maximum Web Forces Per Ply (Ibs)
Additional Notes
Webs Tens.Comp. Webs Tens. Comp_
+ 2x6 continuous strongback. See detail "
STRBRIBR1014 for bracing and bridging 00a4 * Z -AA 0 -3 G - R 0 -383
recommendations. x* STATE OF A- Y 0 -44 R- H 307 0
` Y- B 0 -1373 H- P 0 - 599
Webs are square cut except dbl diagonals or as �` o
otherwise shown. rQt�i` B- X 1054 0 I- P 0 -71
Truss must be installed as shown with top chord up. � + "q;+� r X - C 0 -1010 P - J 710 0
C- V 700 0 J- O 0 -1011
V-D 0-1113 O-K 1057 0
D- U 491 0 K- N 0 -1372
40015A FF 5B 81 BO 38 7F 48 00 99 2E 95 FB E-T -131 L-N 0 -
T- G 309 09 - 360 N- M 0 - -7 7
TM item hr beamciartrankayAaad.WA staiadbyMaw.1Martz,
FE(rl.ltc.C4iSE2!ca�thc daSm ihown aLmvm rrz;.ng aSHA-2 ,
actheritita:ticssfr.
�r�tad cr�itat�; tiffs docea-�rst aaa m�tcmmac�crn8 � mil zaalma
�^.d tlut vsa <autaveas=eat:�xeo9e rntaatLmmcrifd.anaezidatmnk
ccs;as.
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices poor to performing these functions. Installers shall provide temporarryV
bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as appiicabie. Appiy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSI1TP11 Sec.2.
For more information see this'ob's general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com• [CC: wwwAocsafe.ong
Job Number: 136DCS001 I Ply: 1 SEQN: 693049 / T35 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 4 FROM: DJH DRW:
Truss Label: FT3 Wgt: 89.6 Ibs / ... 10/27/17
87"8 1410"8
6'T'8 12- 6'3"
{ f�- 2'6" ---�- 2'6" --I I-- 2'1'T + 2'6" 17 �I
1112X4 =4X6 =4X6 1112X4
A B C D E F G H
T a: =2X4(R)I 1 2X4(R)
v
2X4(R)S I +
1 3y8
Q P O N M L K J
=4X4 =4X6 1112X4 1112X4 =4X6 -4X6
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP 91
Webs 42 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
14'10"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pgj NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf.'NA Ce: NA
VERT(LL): 0.137 N 999 360
Q 804 / - / - /- /-
/ 7.5
Lu:INA Cs: NA
VERT(TL): 0.239 D 721 240
J 806 / - / - /- /-
/ 3.0
Snow Duration: NA
HORZ(LL): 0.025 B - -
Q Min Brg Width Req = 1.5
HORZ(TL): 0.046 B - -
J Min Brg Width Req = 1.3
Code / Misc Criteria
Creep Factor. 1.5
Bearings Q & J are a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.407
Bearing Q requires a seat plate.
TPIIStd: 2007
Max BC CSI: 0.731
Rep Factors Used: Yes
Max Web CSI: 0.367
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Pla>e Type(s):
A- B 1 0 E- F
0 -2117
WAVE
VIEW Ver: 17.01.01A.0723.13
B - C 0 -1323 F - G
0 -1320
C -D 0 -2102 G-H
1 0
D-E 0-2318
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Q-P 768 0 M-L
2315 0
P- O 1850 0 L- K
1838 0
O- N 2318 0 K- J
772 0
N - M 2318 0
ip,
p,
��
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
*e'
�
R-S 0 -3 M-E
196 -122
A-Q 0 -47 E-L
0 -495
Q-B 0 -1070 L-F
450 0
amj
v-
B-P 771 0 F-K
0 -721
1:-
STATE OF
v4k NZ
P- C 0- 734 K- G
C- O 400 0 G- J
O-D 0 H-J
762 0
0 -1075
0
-455
-42
D- N 129 -137 J- 1
0 -7
40015A38FF5B81B0BB7F4800992E95FB
YrR ter lth bvm lers gnaw' mad %"Wby Finaa�as Martin=,
n (ft.. U. a4nmj on it* data mwwn abare trJao p si-WI, ,
a3uh entScadtcaa Dada.
I
ftmed6 af6hdooxrwaA m mot carelad andsaabd
anditc 4s 1arhhentkafisv2damwthemaeydectrarh.
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinf� handling shi ping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVv TPI and'SBCA)1oi safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group tnc.,shall nok be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIltPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pttrofessions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Fnr mnm infnrmatinn see thic inh'c nanarai nntea Dane and these weh sites: ALPINE. www ainineihw.com- TPI, wwwAninstoro- SBCk www.sbcindusW.com: ]CC: www.ic safe.om
Job Number: 136DCS001 Ply' 1 SEQN: 693047 / T45 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 6 FROM: DJH DRW:
Truss Label: FT4 Wgt: 89.6 Ibs .. / ... 10/27/17
6'7"8 878 14'7"8
6 7 8 + 2 6' _ I
T a e =2X4(R)
`v
2X4(R)
i T8
�- — 2'6" 2'6" --�
1112X4 =4X6
A B C D
=4X4
j~ 1'10"8 -{ 2'6" 17
=4X6 1112X4
E F G H
='+Ao III Lhc+ III/-A4 =4AD =-tAU
147'8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
P 790 / - / - / - / - 17.5
TCDL: 10.00
Speed: NA mph
Pf: NA Ce: NA
VERT(LL): 0.136 M 999 360
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.236 D 717 240
1 805 I- / - / - / - I -
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): 0.025 B - -
P Min Brg Width Req = 1.5
Des Ld: 55.00
EXP: NA
HORZ L 0.045 B -
� )�
I Min Br Width Re
9 q
Code / Misc Criteria
NCBCLL: 00
Mean Height: NA ft
g
CreepFactor. 1.5
Bearing P is a rigid surface.
Soffit: 0.00
0.
TCDL: NA psf
BCDL: NA psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.426
Bearing P requires a seat late.
g q p
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2007
Max BC CSI: 0.752
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes
Max Web CSI: 0.358
Chords Tens.Comp. Chords Tens. Comp_
Loc. from endwall: NA
FT/RT:12(0)/10(0)
Mfg Specified Camber:
A - B 1 0 E - F 0 -2073
I: NA GCpi: NA
Plate Type(s):
VIEW Ver: 17.01.01A.0723.13
Wind Duration: NA
WAVE
B - C 0 -1294 F - G 0 -1288
Lumber C- D 0 -2044 G- H 3 0
D - E 0 -2233
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 4x2 SP 91
Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "1313" uses design values P - O 754 0 L - K 2228 0
approved 1/30/2013 by ALSC O - N 1809 0 K - J 1790 0
N-M 2234 0 J-1 757 0
Plating Notes M - L 2233 0
All plates are 3X4 except as noted.
��,� -
IN . 0. Maximum Web Forces Per Ply (Ibs)
Additional Notes ,
+ 2x6 continuous strongback. See detail *e Webs Tens.Comp. Webs Tens. Comp.
STRBRIBR1014 for bracing and bridging ° �_ Q - R 0 -3 L - E 238 -125
ep
recommendations. a , A- P 0 -47 E- K 0 -507
Webs are square cut except dbl diagonals or as P - B 0 -1049 K - F 468 0
otherwise shown. B- O 752 0 F- J 0 -698
Truss must be installed as shown with top chord up. STATE 0 n
O-C 0 -716 J-G 738 0
wA no C-N 379 0 G-I 0 -1057
& N-D 0 -421 1-H 0 -15
� sts D-M 112 -144 H-1 0 -45
40 015A39 FF 5B 81.B8 813 7F 48 00 99 2E 95 FB
Ttoit lrets�R�tr3eacmle s nva' : zladby M2=zIMartW",
r£(zL.Lk:AWISIIonthe date AowlttaE 19a5trA-1
_ a�thenttcazicr eixda.
zs8aend sr+tias�rsid:. d••• =rAm not cwA6=d d%raa Brad salad
and ttvx Siia xasAhantkn acodanorU*IAfadMacgd"Wnl-
cwim
"'WARNING— READ AND FOLLOW ALL NOTES'ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) toy safety practices poor to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drrawing or cover page.
listing this drawing, indicates acceptance of pro ession I engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'oUs Mneral notes page and these web sites: ALPINE: www.al ineftwxcm; TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.iccsafe.o
Job Number: 136DCS001 Ply: 1 SEQN: 62221111 T34 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969I "C" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FT5 I Wgt: 86.8 Ibs / ... 10/27/17
(NP)
A B C
A
D
E F G H I
J K
L M N X4(R)
ya —2X4
"v
1
0
AA Z Y
X
W V U T S
R Q
P
14T8
_I
147"8
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
TOLL: 40.00 Wind Sid: NA
Pgi NA Ct: NA CAT: NA PP Deflection in too Udefl U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00 Speed: NA mph
Pf: DNA Ce: NA VERTII 0.000 K 999 360
AA•108 / - / -
/ - / -
1176
BCLL: 0.00 Enclosure: NA
Lu:INA Cs: NA VERT(TL): 0.000 K 999 240
AA Min Brg Width Req = -
BCDL. 5.00 Category: NA
Snow Duration: NA HORZ(LL): 0.000 M - -
Bearing AA is a rigid surface.
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
I HORZ(TL): 0.000 M - -
Code / Misc Factor. 1.5
NCBCLL: 10.00 TCDL: NA psf
Criteria Creep
Bldg' Code: FBC 2014 RES Max TC CSI: 0.077
Maximum Top Chord Forces
Chords Tens.Comp.
Per
Chords
Ply (Ibs)
Tens. Comp.
Soffit: 0.00 BCDL: NA psf
g
p'
Load Duration: 1.00 MWFRS Parallel Dist: NA
TPI� Std: 2007 Max BC CSI: 0.018
A - B 1 0
G - H
1
0
Spacing: 24.0 " C&C Dist a: NA It
Rep Factors Used: Yes Max Web CSI: 0.032
g - C 1 0
H - I
1
0
Loc. from endwall: NA
FT/RT:20(0)110(0) Mfg Specified Camber:
C - D 1 0
1-1
1
0
I: NA GCpi: NA
Plate Type(s):
D- E 1 0
J- K
1
0
Wind Duration: NA
WA E VIEW Ver: 16.01.01 B.0614.20
E- F 1 0
K- L
1
0
Lumber
F- G 1 0
L- M
1
0
Value Set: 13B (Effective 6/112013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 4x2 SP #1
Chords Tens.Comp.
Chords
Tens. Comp.
Bot chord 4x2 SP #1
Webs 4x2SP#3
AA-Z 0 -1
U-T
0
-1
Lumber value set "l3B" uses design values
Z - Y 0 -1
T - S
0
-1
approved 1/30/2013 by ALSC
Y - X 0 -1
S - R
0
-1
X-W 0 -1
R-Q
0
-1
Bracing
W- V 0 -1
Q- P
0
-1
Sheathing is required for any longftudinal(drag)
forces. All connections to be designed by the building
x .
v e .
V - U 0 -1
P - O
0
-1
designer.
e
�.
Maximum Web Forces
Per Ply (Ibs)
Fasten rated sheathing to one face of this frame.W
IN
Webs Tens.Comp,
Webs
Tens. Comp.
Plating Notes
AB -AA 0 -7
M - O
0
-5
All plates are 2X4 except as noted.'
A -AA 0 - 5
O - N
0
-7
Additional Notess
s OF
TAT,
Maximum Gable Forces Per Ply (Ibs)
Webs are square cut except dbl diagonals or as
Gables Tens.Comp.
Gables
Tens. Comp.
otherwise shown.
+ '
B-Z
0
Truss must be installed as shown with top chord up.
• r-
IC
0 -107
- Y 0 -139
H-T
I - S
0
-133
134
gas
'•
D-X 0 -132
J-R
0
-132
E- W 0 -134
K- Q
0
-139
SEPAWt
F-V 0 -133
G-U 0 -133
L-P
0
-107
40 013A39 FF 55 81 BID BB 7F48 00 93 2E 85 FB
TM he I m hw boon kamnk24Mpa an9mtalad by flta AMartbcz,
PE (FL, 134. 047112:l carffra iiale AQW1 RbM WAS aS444 ,
=ttld ItuaztsaWda.
tcd ccPimxrsfThk dtxsztw•trSam catcssys3rcd 3wa' and realcd
a difvl sF3Ar2 as<4henGca3imu codo nmt iat dfedchugdoctmak
C 103.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re u!re extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Componen? Safety Information, by TPI an SBCA) r saty practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted dlherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache ri rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID ,
as applicable. Apply plates to each face of truss and position as'shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents 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 handlinj shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro essioni engineering responsibility solely for the design shown. The suitability
and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS001 Ply: 1 SEQN: 622261 / T6 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FT6 Wgt: 33.6 Ibs / ... 10/27/17
�3
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
TT =2X4(R) 1
�r
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
= 21M 1112X4
111 A B =3X4CD
i 4'
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
P : NA Ch NA CAT: NA PP Deflection in loc Udell L/# Loc R i U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.002 G
999 360
H
207 / - /-
Lu: NA Cs: NA
VERT(TL): 0.004 G
999 240
F
207 / - /-
Snow Duration: NA
HORZ(LL): 0.000 F
- -
H
Min Brg Width Req = 1.5
HORZ(TL): 0.001 F
- -
F
Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
Bearings H & F are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.197
/ 4.0
/ 3.5
TPI Std: 2007 Max BC CSI: 0.042 Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 1 0 C- D 1 0
Plate Type(s): B - C 0 -108
WAVE ' VIEW Ver: 16.01.01B.0614.20
No 04,7182
STATE. OF
40 01 SA39 FF 56 $4 801367F4900 99 2E 95 FB
ThU 6y k%w,al Mar0ftor,
� �E�t..lkc.C+:?35Yt a€rt'��dsA¢stcaa�rri�ingsSHA�i �
al�iCait3CJth�+*:Add.
metedt iax;mrtfa dflas-sAt notcrsnddered 1ijnviand=bd
and tFC 5's&,.:>auYacanY tt t ecdo mot 2t vice#f:& raw amp d& tmnk-
ca�Flas..
Maximum Sot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
H-G 99 0 G-F 99 0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs Tens. Comp.
I-H
1 -6
G-C
46
0
A-H
44 0
C-F
0
-261
H-B
0 -261
D-F
44
0
B-G
46 0
F-E
1
-6
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
f Safety Infonnation, b TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Uniess noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppefly
'jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
/1e. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to
60A-Z for standard plate positions.
a division of
TPI 1; or torn
acceptance
any structure
Irawing,any failure to build the
this drawing or cover page.
esign shown. The suitability
1 Sec.2.
Job Number.
001
4ED8 Arden 1969 CS OL OW /DR Horton MEDB-Arden 196 i "C" OL OW I Qty:Wy 11 Ibs I FROM: DJH 63 / T48 / SY42 I DRW; 10l27/17 I
Truss Label: FT7
1�1 "4�3"�
1112 (4 = JX4 _Y4 = ff4 111 jX4
F X4(R)
IF F=55aj-1
=44
3X4
2X4(R)
K T.
3"8
[713
=3X4
7t6"
Loading Criteria (psf)
Wind Criteria
S
ow Criteria (Pg,Pfin PSF)
Def11CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Std: NA
P�:
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:i
NA Ce: NA
VERT(LL): 0.015 C 999 360
J 413 1-
BCLL: 0.00
Enclosure: NA
Lul
NA Cs: NA
VERT(TL): 0.024 C 999 240
G 400 / - / - / - / - 17.5
BCDL: 5.00
Category: NA
Snow
Duration: NA
HORZ(LL): 0.003 G - -
J Min Brg Width Req = -
Des Ld: 55.00
EXP: NA
I
HORZ(TL): 0.005 G -
G Min Brg Width Req = 1.5
Code
I
! Misc Criteria
NCBCLL: 10.00
Mean Height: NA ft
. 1.5
Creep Factor
Bearing a rigid
is 9
9 G d surface.
Soffit: 0.00
TCDL: NA psf
BCDL: NA psf
Bldg
Code: FBC 2014 RES
Max TC CSI: 0.269
Bearing G requires a seat plate.
Load Duration: 1.00
Spacing: 24.0 "
MWFRS Parallel Dist: NA
TPI
Rep
Sid: 2007
Factors Used: Yes
Max BC CSI: 0.131
Max Web CSI: 0.113
Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: NA it
Loc. from endwall: NA
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 3 0 C - D 0 -467
I: NA GCpi: NA
Plate
Type(s):
VIEW Ver: 16.01.01B.0614.20
Wind Duration: NA
WAVE
B - C 0 -452 D - E 1 0
Lumber
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 J - 1 281 0 H - G 310 0
Webs 4x2 SP #3 I - H 597 0
Lumber value set "l313" uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp_ Webs Tens. Comp.
Hangers / Ties
Recommended hanger connections are based on A - J 0 37 H - D 217 0
manufacturer tested capacities and calculations. "" J - B 0 -463 D - G 0 -471
Conditions may exist that require different#�► B - I 237 0 E - G 0 -31
connections than indicated. Refer to manufacturer lit, W5. a11to I - C 0 - 202 F - K 0 -2
publication for additional information. sNo 0471.82 C - H 0 -181
Bearing at location x=0' uses the following
support conditions: eq `
Bearing J (0', 8'8") THA422
Supporting Member: (1)4x2 SP #1
(2) 0,162"x3.5" nails into supporting A�
member,
(4) 0.148"xl .5" nails in flange and '
(6) 0.148"x3" nails into supported..."
member.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Sir 615A38FF5681SO887F00492E85FB
Truss must be installed as shown with top chord up. Mitt Irnhastst Altett mad wO=alcdby raaatueinnarttacs,
FE (047ml mole udnga5)44.1
i10=*ffAmnot tmW&"d iowdand=I d
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"" FURNISH THIS DRAWING TO ALL I CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety. Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
e. Appiy plates to each face of truss and position as'shown above and on the Joinf Details, unless noted otherwise. kilfir to
60A-Z for standard plate positions.
a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shippm , installation and bracing of trusses.A seal on this drawing or cover page_ .
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
e of this ►awing for any structure is a responsibility of the uflding Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS001
Ply: 1
SEQN: 645680 / T38 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW
Qty: 3
FROM: DJH
DRW:
Truss Label: FT8
Wgt 155.4 Ibs
.. / ...
10/27/17
"12
9'9"8
1.1.9"8 �t _
21'3"8
f
9'9"8
2' f"
9712
17-
1L ']
I
�I�3,.�
3"1
"
L J
�f[_L
3"1_'1
1112X4
1112X6
=2X4(R)
=4X6 1112X4
1115X6(R) =5X8
W=3X4 1112X4 =4X6
1112X4
A B
C D E F
G H 1
J K L M N
O P
E8 AD
v =2X4(R)
AE
1 3'9
3B
AB AA Z Y
X W 1114X6(R) 1114X6
U T S R
Q
AC
=4X10
W=3X6
=6X6
=4X6
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BOLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 5X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.40" DL: 0.27". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
21'3"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.397 V 628 360
AC 1157 / - I - 1- l - 17.5
Lu: NA Cs: NA
VERT(TL): 0.620 V 402 240
Q 1171 /- /- /- ! - / 4.0
Snow Duration: NA
HORZ(LL): 0.062 Q - -
AC Min Brg Width Req = 1.5
HORZ(TL): 0.097 Q - -
Q Min Brg Width Req = 1.3
Code / Misc Criteria
Creep Factor. 1.5
Bearings AC & Q are a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSi: 0.687
Bearing AC requires a seat plate.
TPI Sid: 2007
Max BC CSI: 0.795
Rep Factors Used: Yes
Max Web CSI: 0.604
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
A- B 1 0 1- J 0 -4693
WAVE
VIEW Ver: 17.01.01A.0723.13
B - C 0 -2047 J - K 0 -4666
C-D
0 -3612
K-L
0 0
D-F
0 -3612
K-M
0 -3600
E-F
0 0
M-N
0 -3600
F- G
0 -4652
N- O
0 -2045
G-H
0-5434
O-P
3 0
H -1
0 - 5436
Maximum Bot Chord Forces Per Ply (ibs)
oChords Tens.Comp. Chords Tens. Comp.
AC -AB 1137 0 W-V 5436 0
AB AA 2927 0 V - U 5429 0
741
�m AA- Y 4190 0 U- T 0 0
v� Z- Y 0 0 U- S 4257 0
No 047182
* Y- X 5306 0 S- R 2928 0
v°
X-W 5303 0 R-Q 1134 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
STATS 'OF
W a l AD-AE 0 -3 V-1 327 -12
0 v ae emu' A -AC 0 -42 I- U 0 -1049
AC- B 0 -1582 U- K 663 0
LF B -AB 1266 0 K- S 0 - 894
All N ° AB- C 0 -1225 M - S 26 0
. C -AA 931 0 S- N 913 0
wim * D -AA 0 - 83 N - R 0 -1228
40 015A38,FF 50 8180 815 7F 48 00 99 2E 85 FB
AA- F
0 - 786
R - O
1268 0
�s4tltutnRssbccnckctnet /x mad'an9ara1adbyUs sltaartknez,
F-Y
636 0
O-Q
0 -1581
PE I)R. Lls.44711121 an thedift shown abases wbg a SPA4
Y - G
i
0 - B89
Q - P
0 -15
tf: ane catter,csdc.
G- W
720 -203
P- Q
0 -45
pentad copfas aitff. dmuwntmm nest crad6wad*wzd dmiad
W-H
196 -343
2"the vu,.iausiicntacat tea9emakhevr&fsdcasacrydMmnk
catfas-
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANTr' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Componen[ Safety. Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW 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, shippinq, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of ppro_fessionat engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPi 1 Sec.2.
For mnre infnrmation see this iah's aeneral notes nacre and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.om: SSCA: www.sbcindustrv.com: ICC: www.icesafe.om
Job Number: 136DCS001 I Ply: 1 SEQN: 6118656 / T50 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton MED8-Arden 1969 "C" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FT10 Wgt: 114.8 Ibs Page 1 of 2 / ... 10/27/17
(TYP)
=2X4(R)
A B C D
-r s AL
v_
=2X4(R)A
1 as
AK AJ Al AL
W=3X4 2X4(R)
F G H I J K L M N O P Q R
AF AE AD AC AB AA Z Y X W V U
W=3X4
217"
217" _I
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph k NA Ce: NA VERT(LL): 0.000 R 999 360 T• 109 / - / - /- /- / 259
BOLL: 0.00 Enclosure: NA L9I: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req = -
Category: NA
BCDL: 5.00 EXP: NA Slow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface..
Des Ld: 55.00 HORZ(TL):-0.000 R - -
NCBCLL: 10.00 Mean Height: NA it Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs)
TCDL: NA psf Bltl Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Coin
Soffit: 0-00 9 P- Comp. NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.018 A - B 0 -1 J - K 0 1
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 -1 K - L 0 -1
Loc. from endwall: NA Fi RT:20(0)/10(0) Mfg Specified Camber: C - D 0 -1 L - M 0 -1
I: NA GCpi: NA Plate Type(s): D - E 0 -1 M - N 0 -1
Wind Duration: NA WAVE VIEW Ver: 16.02.01 D.0314.13 E - F 0 -1 N - O 0 -1
Lumber F-G 0 -1 O-P 0 -1
G-H 0 -1 P-Q 0 -1
Value Set: 13B (Effective 6/1/2013) H - I 0 -1 Q - R 0 -1
Top chord 4x2 SP #1 1-1 0 -1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
n values Maximum Botns. Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
31) AK-AJ 1 0 AB -AA 1 0
Bracing ,' AJ-AI 1 0 AA-Z 1 0
Sheathing is required for any longitudinal(drag) ' AI-AH 1 0 Z - Y 1 0
forces. All connections to be designed by the building rQP+t AH-AG 1 0 Y - X 1 0
designer. 0 IT&A'A" -0,070 AG-AF 1 0 X- W 1 0
Fasten rated sheathing to one face of this frame. a- AF-AE 1 0 W - V 1 0
AE-AD 1 0 V- U 1 0
Plating Notes AD -AC 1 0 U- T 1 0
wo
All plates are 2X4 except as noted. AC -AB 1 0
Additional Notes 40, Maximum Web Forces Per Ply (Ibs)
See detail STRBRIBR1014 for bracing and bridging - Webs Tens.Comp. Webs Tens. Comp.
recommendations. •�
AL -AM 0 -5 R-T 0 -54
Webs are square cut except dbl diagonals or as otherwise shown.A -AK 0 -54 S -AN 0 -5
, ivy#�
Truss must be installed as shown with top chord up. 1
Maximum Gable Forces Per Ply (Ibs)
t1
Gables Tens.Comp. Gables Tens. Comp.
40 i015A38 FF 58 8180 8B 7F48 00 99 2E 95'PB B -AJ 0 -142 K -AA 0 -133
TBablwmhxabz ale > daAwalcdbymari lmark b,=, C-AI 0 -132 L-Z 0 -133
(rt.t.tz(cnttada�q:st�wsab�amagasi D-AH 0 -134 M-Y 0 -133
autA¢ac£sa9axscctie. E -AG 0 -133 N- X 0 -133
Pmta Idcagti afchisdnraysrtaranistcsatid ed:r�tr ss" drsslnd F-AF 0 -133 O--W 0 -134
andt..aat:enucia6eaaseu9amAt6ewer&fl.cawasvetectra G-AE 0 -133 P-V 0 -132
tl1 H -AD 0 -133 Q- U 0 -142
"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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI ancl'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc.,sha11 n t be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover p e
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su- bility
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS001 Ply: 1 SEQN: 688656 / T50 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Oty: 1 FROM: DJH DRW:
Truss Label: FT10 Wgt: 114.8 Ibs Page 2 of 2 1 .__ 10/27/17
J -AC 0 -133
40 01 SA38 IFF 56 BY B09B 7F 4$ 00 99 2E $5 FIB
ThU itotn&,ts iaasrtek- st}aed=J=aled by Macx lMart hex,
a.{a. t£a:kdrSEzl artAc€aritawnalaoas trnga SN'i
atsdi anbcatL:c, urae.
Fib tad ccRizmdtida docu=W M mot amsl&rod x�Peaiand salad
and ttsa Sir? au9�er«�e�da tos^st�:a:mxif5edrzt ass�dtttraa�
a�lax.
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro eriy
attached r qid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, B7 or' 0,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this'oUs general notes page and these web sftes: ALPINE: www.al inehw.com: TPI: www. inst.or ; SBCA: www.sbdndus .com; ICC: www.iocsafe.org
Job Number: 136DCSOOI
4EDTruss Label: 1969 C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW I � 154.0 Ibs I FROM: DJH 75 / T42 / SY42 I DRW; 10/27/17 I
I�
1112X4
2X4(R)
A B
I s AF
=2X4(R)
�e
AG
;4S;AD
AE
=4X6
91918
1
1 11'9"8
21'7"
9'9"8
2'
'{
978
[ITN
1112X6
==4X6 1112X4
1115X6(R)
1112X6
W=3X4 1112X4 ==4X6
C D E F
G H
I J
K L M N O
I
W V U T
Y
X
AC AB AA Z
==4X10
1114X6(R)
1114X6(R)
=4X10
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BOLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top, chord 4x2 SP 91
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 5X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.41" DL: 0.27". See detail
DEFLCAMB1014 for camber recommendations_
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
217"
I�
2X4(R)
1112X4
P QR
Sriow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pfi NA Ce: NA VERT(LL): 0.409 1 619 360 AE 1173 1- l - 1- l - l7.5
Lut NA Cs: NA VERT(TL): 0.639 1 396 240 S 1173 / - / - / - ! - / 7.5
Sni w Duration: NA HORZ(LL): 0.064 S - - AE Min Brg Width Req = 1.5
HORZ(TL): 0.100 S S Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 1.5 Bearings AE & S are a rigid surface.
Bliig Code: FBC 2014 RES Max TC CSI: 0.654 Bearings AE & S require a seat plate.
TPaI Sid: 2007 Max BC CSI: 0.811
Rep Factors Used: Yes Max Web CSI: 0.614 Maximum Top Chord Forces Per Ply (Ibs)
FT%RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A- B 1 0 1-1 0 -5570
WAVE, HS VIEW Ver: 17.01.01A.0723.13 B - C 0 -2080 J - K 0 -4799
C- D 0- 3681 K- L 0- 4793
D-F 0 -3681 L-M 0 0
E- F 0 0 L- N 0- 3673
F- G 0- 4752 N- O 0- 3673
G- H 0- 5564 O- P 0- 2080
H- 1 0- 5569 P- Q 1 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
MAP
see AE-AD 1153 0 Y - X 5569 0
AD -AC 2978 0 X - W 5481 0
�eip AC -AB 4273 0 W- V 0 0
AB- Z 4273 0 W- U 4320 0
2 AA-Z 0 0 U-T 2979 0
Z-Y 5417 0 T-S 1153 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
STATE OF
40 n AF-AG 0 -3 I-X 261 -332
A-AE 0 -42 X-J 655 -252
AE-B 0-1605 J-W 0 -920
-AD kaAD- C 12 0 -1249 LV U �0 - 979
C-AC 956 0 N-U 21 -35
` D -AC 0 - 82 U- O 943 0
40 S5A38FF588180887F4800"992E85Ft3
i AC- F 0- 805 O- T 0 -1251
tfsfc iram'iatsteerecla a ded wdwal®d Sy Bdfaxr 114artkex, F-Z 659 0 T-P 1290 0
?E(rd,
Z- G 0- 904 P- S 0 -16b4
G- Y 735 -156 Q- S 0 -42
r�3atdcrxhs:darror.catnm�tcxsss&xail:figrian>9zmkd Y-H 172 -405 R-AH 0 -3
m d tfiz�.�e3r S au2heniuSt ar ¢msnt amcrlfi.:i ar asrt�dcctranss
.m;%L
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinffLLComponents Group Inc. shall nl t be responsible for, any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover p.je_
listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The su' brltty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2.
1
v Job Number: 136DCS001 Ply: 1 SEQN: 6223301 T40 / SY42 I
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OL OW Qty: 3 FROM: DJH DRW.
Truss label: FT11 Wgt: 95.2 Ibs .. / ... 10/27/17
2'6" 2'6"12 2'6"12 2'6"12— 2'6"12 { 174 {
1112X4 =4X4 -3X4 =3X4 1112X4
A B C D E F G H
QM(R) 3—T8
2X4(R)
3'8
=3X4 _ IIIZJC4 =3J14 =3114 mcn4 -4X4
15'7"8
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 10.00 Speed: NA mph
Pf. NA Ce: NA VERT(LL): 0.153 N 999 360
R 860 / - / - /- /-
/ 4.0
BCLL: 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.239 N 759 240
J 847 1- / - /- /-
/ 7.5
BCDL: 5.00 Category: NA
Snow Duration: NA HORZ(LL): 0.028 J - -
R Min Brg Width Req = 1.3
EXP: NA
Des Ld: 55.00
HORZ L 0.044 J - -
(T )-
J Min Brg Width Re 1.5
q
Mean Height: NA ft
Noffit: 1 00
Code 1 Misc Criteria CreepFactor: 1.5
Bearings R & J are a rigid surface.
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
-
Bldg Code: FBC 2014 RES Max TC CSI: 0.320
Bearing J requires a seat plate.
Load Duration: 1.00 MWFRS Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.494
Maximum Top Chord Forces Per
Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.399
Chords Tens.Comp. Chords
Tens. Comp.
Loc. from endwall: NA
FT/RT:12(0)/10(0) Mfg Specified Camber:
I: NA GCpi: NA
Plate Type(s):
A - B 3 0 E - F
0 -2288
Wind Duration: NA
WAVE VIEW Ver: 16.01.018.061420
B - C 0 -1377 F - G
0 -1377
Lumber
C- D 0 -2258 G- H
1 0
D - E 0 -2570
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
Lumber value set "1313" uses design values
R - Q 774 0 N - M
2561 0
approved 1/30/2013 by ALSC
Q - P 1952 0 M - L
1975 0
P- O 2553 0 L- K
1975 0
Plating Notes
�s
O- N 2553 0 K- J
778 0
All plates are 4X6 except as noted.
Additional Notes
0
Maximum Web Forces Per Ply (Ibs)
' sW,
Webs Tens.Comp. Webs
Tens. Comp.
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
No 047102
A - R 0 -58 E - M
0 -379
recommendations.
_
R- B 0 -1108 M- F
426 0
Webs are square cut except dbl diagonals or as
0
&
B-Q 838 0 F-L
16 -1
otherwise shown.
e
Q C 0 -801 F- K
0 813
Truss must be installed as shown with top chord up.
e
C-P 426 0 K-G
P- D 0 -401 G- J
833 0
0 -1111
s .M
x�
D-O 21 0 H-J
D- N 44 0 I- S
0 -38
0 -2
+._. �— -- . I, —
N - E 53 0
40 01 5A 38 FF 50 81130 88 7F 48-00 99 2E85 FB
ffiumsiaearadby FAas 4Martins.
i Z F. (R, u.-04711uton thbdnestwwa atm wA6 a SR.V1
ardtisedGcattezaa,
?Y�tndc l ¢iaf dYiYs -aaraneteaPssir" od s47mg1 nad rsalad
08➢L�G`duGSU". 3YSf1E3f1�GiS'LS4S4ZYdLC'.I4'St t'aii3�''.f�.^' SPY iE'�LIfCt(QtD�
=ViG}
*'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attacheTrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply paces to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawrng or cover page_
listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitabdrty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2.
For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.crg: S8CP: www.sbdndusW.com; ICQ www.lecsafe.org
Job umber: 136DCSOOI I
Ply:
EQN'
I TrussLabel:label: F 69 "C" OL OW/DR Horton /4ED8-Arden 196 i "C" OL OW I Wgt186.8 Ibs I FROM: DJH 611165111 T36 / SY42 I DRW; 10/27/17 I
�'—"-� 1 '4"
(n'P)
ll_ .�.�.�
!�iloll
Y
Loading Criteria (pso Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
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
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
E F IS H I J K L M
U " T- S - R - Q
157"8
157"8
)w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw
/ Rh / RL
/ W
NA Ce: NA
VERT(LL): 0.000 M
999 360
O" 108 / - / -
/ - / -
1187
NA Cs: NA
VERT(TL): 0.000 M
999 240
AA Min Brg Width Req = -
lw Duration: NA
HORZ(LL): 0.000 M
- -
Bearing AA is a rigid surface.
HORZ(TL): 0.000 M
ie / Misc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per
Ply (Ibs)
g Code: FBC 2014 RES
Max TC CSI: 0.074
Chords Tens.Comp.
Chords
Tens. Comp.
Std: 2007
Max BC CSI: 0.018
A- B 0 0
G- H
0
0
Factors Used: Yes
Max Web CSI: 0.031
B- C 0 0
H- 1
0
0
RT.20(0)I10(0)
Mfg Specified Camber:
C- D 0 0
1-1
0
0
le Type(s):
D- E 0 0
J- K
0
0
VE
VIEW Ver:16.02.01D.0314.13
E-F 0 0
K-L
0
0
F-G 0 0
L-M
0
0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp-
AA- Z 0 0
U-T
0
0
Z-Y 0 0
T-S
0
0
Y-X 0 0
S-R
0
0
X- W 0 0
R- Q
0
0
MA
W-V 0 0
Q-P
0
0
�x
V- U 0 0
P-O
0
0
W.
's
Maximum Web Forces
Per Ply (Ibs)
`� $
Webs Tens.Comp. Webs Tens. Comp.
w
AB -AA 0 -8
M- O
0
-38
t
A -AA 0 -38
O- N
0
-8
Maximum Gable Forces Per Ply (Ibs)
40
Gables Tens.Comp.
Gables
Tens. Comp.
B- Z 0 -123
H- T
0
-133
���lio,$ 4t
Wi ..
C-Y 0 -136
D-X 0 -133
I-S
J-R
0
0
-133
-133
N.
E-W 0 -133
K-Q
0
-136
F-V 0 -133
L-P
0
-123
G-U 0 -133
40 15A 38 FF 5B 8180 BB 7F48 00 99.2E &5 FB
Zhu Item 3tasbM I0dTadCzWAPddmd=aledbyUaa41Martb=
> , PE 0r 1. M.047,I021 on neda ittzem abammbg 35RA-1
=hentdsa*mCcda.
axt Idc t v3das def_cx mAarm not cmd&rad lonadmd" lad
$2tse.S,Hs2.3 arAh¢nttia9Cenez2la mr�t tm,v ifbd m myd"tmrsk..
'"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, shi ping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Componenif Safety Information, bV TPI anc7'SBCA) r sa ety practices prior to performing these functions. installers shall provide temporary
bracing per BCSL Unless noted dtherwise,top chord shall have p operly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral res raint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall nl t be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation -and bracing of_trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The sui bratty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's aeneral notes Dam and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: wwmiccsafe.oro
Job Number: 136DCS001 Ply: 1 SEQN: 622265 / T61 / SY42
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden 1969 "C" OIL OW Qty: 1 FROM: DJH DRW.
Truss Label: FG1 Wgt: 39.2lbs / ... 10/27/17
�- — 1 '2"4 --{ �---{
1 '2n4
T
7r
Loading Criteria (psf)
Wind Criteria
TCLL: 40.00
Wind Sid: NA
TCDL: 10.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category: NA
EXP: NA
Des Ld: 55.00
Mean Height: NA it
NCBCLL: 10.00
TCDL: NA psf
Soffit: 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0 "
CRC Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "138"
uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac =1.00 ! Plate Dur.Fac =1.00)
TC- From 100 plf at
0.00 to 100 plf at 3.38
BC- From 10 plf at
0.00 to 10 plf at 3.38
TC- 413 Ib Conc. Load at 1.65
Hangers / Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated. Refer to manufacturer
publication for additional information.
Bearing at location x=0' y=B'8" uses the following
support conditions:
Bearing E (0', 8'8") HUS46
Supporting Member: (2)2x6 SP #1
(4) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
=3AX6 =3BX4 =3CX6
NONE
W ■R
;11'N MAMA
3'4"8
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.007 B 999 360
Lu: NA Cs: NA
VERT(TL): 0.011 B 999 240
Snow Duration: NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.002 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.123
TPI Std: 2007
Max BC CSI: 0.122
Rep Factors Used: Yes
Max Web CSI: 0.098
FT/RT:12(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE `
1 VIEW Ver: 16.01.01B.0614.20
0
40 01 SA39 FF 58 81 BO SB 7F48 00 99 2€ 85 FB
'fi�it Ircnti'iis!s taeeas z�rtnasgs�xmd �x5 :�aladtsy tAaa-�cc1 Martin
('F3..lic.0�i�&2!cn �mdaaa snow"aExivs t�.3n�a SN.'wl
�:thxnixratsxz.dn.
x' indcs a eAisdfXLr_V=rN not car ed13gnad tlsealed
azd if�tS�iR.���srl%ant'knkit�rstsufrtnust9rn sr�if3�.atsw�7elethmnk
m�ios.
♦Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
E 398 /- /-/-
D 386 /- /-/-
E Min Brg Width Req = -
D Min Brg WidthReq = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
A-B 0 -14 B-C 0 -11
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E - D 328 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-E 0 -28 B-D 0 -414
E-A 0 -94 C-D 0 -79
E-B 0 -411 D-C 0 -28
"WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
iiid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. ADoiv Dlales to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to
a division of
"1 PI 1, or for handling F
acceptance of profe:
any structure is the re
ral notes page and these web
its drawin any failure to build the
on this drawing or cover page
to design shown. The suitability
Job Number: 13600SO01
IPly:
2
_
EON693091 / T43 / MONO
4EDB-Arden 1969 "C" OL OW /DR Horton /4ED8-Arden 1969
"C" OL OW
City: 1
FROM. JAH
DRW:
Truss Label: FTG1
(
Wgt 98.0 Ibs
/ ...
10/27/17
214112 I 4111113
I
716119
l 98"14 12'2"8
12'7"8
C" 24"2 ,7"2
217"6
.i. 212116 25"10
5"
=4X10
=4X6
1112X4
=4X10
A 1112X4 B
C
D E
-4X10 F
T
v = 6X8
L K
J
I=4X10 H
G
=4X6
1113X4
=4X10
1112X6
M
1. 219112 2'3"14 2'8"14 2'5"10 24"2
272 5'0" 15 7'9"13 10'3"6 127"8
Loading Criteria (psf) Wind Criteria Srtow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# LOG R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: 90 mph ppff NA Ce: NA VERT(LL): 0.164 J 922 240 L 3027 1256 ! - / - ! - 16.0
BCLL: 0.00 Enclosure: Open Lu: NA Cs: NA VERT(TL): 0.257 J 590 180 M 2881 1244 / - ! - / - / 7.5
BCDL: 5.00 Risk Category: 11 Siow Duration: NA HORZ(LL): 0.025 A - - Wind reactions based on MWFRS
Des Ld: 55.00 EXP. B HORZ(TL): 0.039 A - - L Min Brg Width Req = 1.5
Mean Height: 15.00 ft NCode / Misc Criteria CreepFactor: 1.5 M Min Big Width Req = 1.5
Soffit: 0.ffit: 0.0 TCDL: 0.0 psf Bearings L & M are a rigid surface.
BCDL: 0.0 psf Bjdg Code: FBC 2014 RES Max TC CSI: 0.627 gearing M requires a seat plate.
Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.545
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.866 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00 Plate Type(s):
Wind Duration: 1.00 WAVE VIEW Ver: 17.01.01A.0723.13 A - B 2 -25 D - E 420 -4968
Lumber Additional Notes B - C 292 -3452 E - F 261 -3089
Value Set: 13B (Effective 6/1/2013) Truss must be installed as shown with top chord up. C - D 428 -5060
Top chord 2x6 SP #1
Bot chord 2x6 SP M-26 Maximum got Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3 :W9 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp_
Lumber value set "1313" uses design values L - K 3253 - 275 I - H 3484 -295
approved 1/30/2013 by ALSC K - J 5073 -429 H - G 22 -2
J-1 5060 -428
Naiinote
Nail Schedufe:0.128"x3", min. nails
wwa A Maximum Web Forces Per Ply (Ibs)
Top Chord: 2 Rows @ 5.50" o.c. (Each Row) EX
Bat Chord: 1 Row @12.00" o.c. -'r Webs Tens.Comp. Webs Tens. Comp_
Webs : 1 Row @ 4" o.c. vc A- L 23 -265 D - I 48 -561
Use equal spacing between rows and stagger nails L - B 290 -3425 I - E 1619 -135
in each row to avoids splitting. 9• B-K 633 -53 E-H 106 -1248
mw
K - C 148 -1749 H - F 3254 - 275
Special Loads
C-J 7 -93 F-G 113 -1333
-(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) % '
TC- From 50 plf at 0.00 to 50 pif at 12.62STATE
BC- From 5 pif at 0.00 to 5 pif at 12.62
TC- 805 lb Conc. Load at 1.23, 3.23, 5.23, 7.23 • a 'ry
9.23,11.23a0 RA
��
TC- 386lb Conc. Load at 4.98 � `ev00,
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.("
015A39 FF 5B 81. 80 813 7F 48 00.99.2E 85 FB
Wind Sffafliketohaaee"ab n�mssaealcdr,y+Faawzr�rAartrtrs
, F�#�.. ttuvSB£fizt Cn tPt�daS¢Shows aL�a� ar.�gs SN.S>i+
Gust Wind Speed lower than required for FL.s4enccac sr
Wind loads based on MWFRS with additional C&C ft Itadc sza$ doc,=WA Moot arildored s�A�Mhd
member design. =i hawdfiea=.jdetwrk
ca�ivs_
-WARNING" READ AND FOLLOW, ALL NOTES ON THIS DRAWING!
"IMPORTANT•' _FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping i installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI an r7 SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have) properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msTalled per BCSI sections 63, B7 or 610,
as applicable. Apply plates to each face of truss and position 'as shown above and on the JoinCDetails, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg �Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIrfPI 1, or for handling shipping installation and bracing of trusses.A seal on this dgrawmg or cover page_
listing this drawing,indicates acceptance of pr ) essronai engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Job Number: 136DCS001
Ply: 2
SEQN: 622337 / T44 / FLAT
4EDB-Arden 1969 "C" OL OW /DR Horton /4EDB-Arden
1969 "C" OL OW
Qty: 1
FROM: DJH
DRW:
Truss Label: FTG2
Wgt: 140.0 Ibs
.. / ... 10/27/17
I_ 3'4"5
6'3"6 911"6 12'4"15 15'7"8
r 3'4"5
}
2'11"1 2101 3'3"9 3'21-9
1114X6(R) =4X4
1112X4 =3X6 1112X4 1115X8(R)
A B
C D E
F
T
W8
W10
L K
J I H
G
1112X4 1114X6(R)
=4X10 1112X4 = 6X6
M
1112X4
3'0"13
3'2"9 3'0"13 3'3"9 2'11"13
3'0"13
6'3"6 94"2 127"11 157'8
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL
/ W
TCDL: 10.00 Speed: NA mph
Pf NA Ce: NA VERT(LL): 0.157 D 999 240 L 1054 / - / - /_ /_
/ 4.0
BCLL: 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.246 D 763 180 M 1063 / - / - /- /-
/ 7.5
BCDL: 5.00 Category: NA
Snow Duration: NA HORZ(LL): 0.019 A - - L Min Brg Width Req = 1.5
EXP: NA
Des Ld: 55.00
HORZ L 0.030 A M Min Br Width Re 1.5
�) 9 q
Mean Height: NA ft
9
NCBCLL: 10.00
Code / Misc Criteria CreepFactor. 1.5 Bearings L & M are a rigid surface.
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Bearing M requires a seat late.
Bldg Code: FBC 2014 RES Max TC CSI: 0.470 9 q p
Load Duration: 1.00 MWFRS'Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.664
Spacing: 24.0 " C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.880 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA
Plate Type(s): A - B 0 -1382 D - E
0 -1905
Wind Duration: NA
WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -2347 E - F
0 -1818
Lumber
C - D 0 -2347
Value Set: 13B (Effective 6/112013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x6 SP #1
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP #1
Webs 2x4 SP #3 :W1, W7, W8, W10 2x6 SP 91:
L - K 52 0 1- H
1905 0
Lumber value set "l3B" uses design values
K - J 1514 0 H - G
44 0
approved 1/30/2013 by ALSC
J - 1 1956 0
Nailnote
Nail Schedule:0.128"x3", min. nails
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Top Chord: 1 Row @12.00" o.c.
1Y OF
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
A - L 0 -483 J - D
A - K 1384 0 D - 1
506 0
0 -219
Use between
equal spacing rows and stagger nails
in each row to avoid splitting.
No 047162.;, K - B 0 -416 E - H
W.
0 345
� B - J 870 0 H - F
1849 0
Special Loads
C-J 0 -291 F-G
�
0 -557
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac=1.00)
TC-From 100 plf at 0.00 to 100 plf at 15.62
BC- From 10 at 0.00 to 10 at 15.62
pit plf
TC- 398 lb Cone. Load at 7.98
m ''
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
#44)'
("
Additional Notes
40 01 SASS FF 5t3 $1.t30 PCB iF4i3 tl0 99 2E E5 FI3
Truss must be installed as shown with top chord up.
Thullemhwbmn c z f an - a >m by mww'q rcrn�
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metedcrpivaid5hdcxvsx Asae notendt3amdsmslmd
mmfi i1'4 SFA> ,ems 9M='dtnC'A f. .M A W d0dN� k
gins.
`"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"` FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
fo'r
Component Safety Information, by TPI anc7'SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position
as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinhc�Components Group Inc.
truss in ANSI PI 1, for handling
shall not be responsible for any deviation from this drawing,any failure to build the
installation bracing trusses.A this drawing
conformance with or shipping, and of seal on or cover page
listing this drawingg indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility
of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbcindust .com; [CC: www.iccsafe.org
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Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or- 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 _
or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
❑r, 120 moh Wind Soeed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00
2x4 Brace
Gable Vertical
pacing Species I Grade
No
Braces
(1) Ix4 'L' Brace x
(1) 2.4 'L' Brace x
(2) 2x4 'L' Brace xx
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace in
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13, 9'
14' 0'
P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' B.
9' 1'
11' 3'
111 1t'
13' 7'
14' 0'
US
[�
Stud
3' 6'
5' 4'
5' 8-
7' 2'
7' 7'
8' 8'
9' 1'
111 2'
I1' li'
13' 7'
14, 0'
0
H
r I f
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
B' I1'
9' 8'
10' 4'
13' V
14' 0'
QJ
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' 11'
9' 3'
111 9'
12, 2'
13, 111
14' 0'
_j
S P
#2
3' 8'
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, V
10, 10,
13' 8'78
cU
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' ti'
8' 9'
9' 1'
10' 1'
10, 10,
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' 11'
9' 7'
12' 2'
13' 0'
U_
#1 / #2
4' 2'
7' 2'
7' 5'
e' 5'
8' 9'
to, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
U
L�
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' it,
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
1�l P
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' it,
10' 4'
11' 10'
12' 8'
14' G'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7-
8' Ir
to, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
S P
#2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
to, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
93
4' V
5' 11'
6' 4'
7' 1t'
8' 5'
to, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
QJ
D F L
Stud
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
to, 0'
to, 5'
12' 5'
13' 3'
1 14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10, 2'
11' 0'
11' 9'
14' 0'
14' 0'
_Q
CS
S P F
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
t0' i'
11' 6'
14' 0'
14, 0'
14' 0'
14' 0'
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
J
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
to, 11'
1t' 5'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
H F
1
Standard
4' S'
6' 6'
6' Il'
8' 8'
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
#1
4' 10'
8' 0'
8' 3'
9' S.
9' 9'
11' 2'
it, e'
14' 0'
14' 0'
14' 0'
14' G'
S P
#2
4' B'
7' 11'
8' 2'
9' 4'
9' 8'
11' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
c
#3
4' 6'
6' 10,
7' 3'
9' V
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14, 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' G'
Standard
4' 5'
6' 1'
6' 5'
e' 1'
8' 7'
1 10' 11'
11' 5'
12' 8'
13' 7'
14' 0'
14' 0'
able Truss
1
Diagonal brace option -
T
vertical length may be
doubled when diagonal
18'
brace Is used. Connect
L
I
diagonal brace for 690#-1I-
at each end. Max web
Brace
total length is 14'.
ilf3lf
2x6 DF-L 02 or
i
f45
better diagonal
T
Vertical length shown
braces single
8'
In table above.
*45•
or double cut
L
I
(as shown) at
upper end.
nol
Connect diagonal at
midpoint of vertical wet
ALMNIF
AN 1TWCOMPANY
13399 Lakelront Drive
Earth City, MO 63045
L
y \ITL
`411-1
Refer to chart above for max ga�iY'Wj'rfTNM, leng-
-YARNING- READ AND FW10W ALL NOTES ON THIS DRAWING
..WDRTANT— FURNISH THIS DRAVRIfi TO ALL CEINIRACTURS INCLUDING THE INSTALLER&
CA1
Trusses require extreme core W P.1,H-t,ng, handling, shipping, Installing and bracing.. Refer to and
fpl(ow the latest etitlon of BCSt uid!ng Component Safety Informan l , by TPI and SBCA) for ofety o
`, �\U` G/V&�
``♦
practtces Tlor to performing these functions. Installers shall p—lde temporary bradrg per SCSI.
Unless rated otherwise, top chard shall have properly attached structw t sheath6,o and botton chord
S
No
shall have a properly attached rigid celiwg. Locations shorn Pon permanent lateral resVolnt of ebs
.hall have bra.M 1—tolled per BCSI sec-U—S 63, 117 or B10, .9 uppllcable. Apply plot.. to each face
_
of truss and p n)- .s shorn nhave and on the ,loht Detail, unless noted otherdse,
i6
Refer to drawings 16CA-Z for standard plate positions,
fram
= /
ATE OF
Alpine, a division of ITW SW1,Mg Components Group Ina shall not be responsible for any deviation
this draw4g, any foil— to build the truss b, conPornorxz with ANSI/TPI 1, or for handling, shlppMg,
/
�Q
hsMll.tlan 1, bracing f trusses.
A seal on this J-ovhg or, cover pope llStNg this drawhg, indicates acceptance of professNarwl
for the de The use of this drawing
! �Q
ngkheer4g responsmaty solely shown suitablUty and
for arty structure Is the respondblUty of the Bulo&V Deslgner Per ANSVTPI 1 Set2.
!!yf''�ly ,,n�
�g¢fStEt}rti
general notes pndustry.orgie and ew web sites- IM wvr ccsofeorg
this wt.
ar tpineltvccml p SBCA,
�
wxr,sbcl's
TPmation
ALPINFj vmtptre M
11 Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir
Hem-Flr
#1 / #2 Standard
#2 Stud
#3 Stud
#3 Stondard
➢ou ins Fir -Larch
#3
Southern Pinewxr
#3
Stud
Stud
Standard
Standard
Group B,
Hem -Fir
III &Bt
#1
Dou to Fir -Larch
#1
Southern Ptneaxw
#1
#2
#2
Ix4 Braces shall be SRB (Stress -Rated 11oard),II
xaFor Ix4 So. Pine use only Industrinl 55 or
P Industrial 45 Stress -Rated Boards. Group B
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load),
Gable end supports toad from 4' 0' outlookers
with V 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' mIn) nails,
)K For (1) 'L' brace, space nails at 2' o.c.
In 18' end zones and 4' o.c, between zones.
)K)KFor (2) 'L' braces, space nails at 3' o.c.
in. 18' end zones and 6' o,c, between zones.
1' bracing must be a minimum of 80X of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No Splice
Less than 4' on 2X4
Greater than 4' 0', but 1 04
less than 12' 0'
+ Refer to common truss design for
peak, splice, and heel plotes.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
TOT. LD, 60 PSF
MAX, SPACING 24,0'
Gable Detail
For Let -In Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace is 90% of member length,
Gable vertical length
greater than 48' 'L'
Ir 'T' brace required
Gable Truss Plate Sizes
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
+QRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Examples 2X4
2X4 2X8
No
race required .}.
In Lieu of scab brace Gable
Provide connections for uplift specified on the engineered truss design,
vertical length greater than
Attach each IT' reinforcing member with
48' 'L' or T' brace required
End Driven Nails,
10d Common (0148'x 3,',min) Nails at 4' ox, plus
(4) nails In the top and bottom chords.
Rigid Sheathing
Toenalted Nailst
10d Common (0.14810',m1n) Toenails at 4' o.c, plus
4 Nall
(4) toenails In the top and bottom chords,
IT'
This detall to be used with the appropriate Alpine gable detail for ASCE
Reinforcng
wind load.
Member I
ASCE 7-05 Gable Detail Drawings
_
A13015051014,-A12015051014,-A11015051014,-A10015051014,-A14015051014—
Gable Naits
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
Truss Spaced At
ASCE 7-10 Gable Detail Drawings
4 O.C.
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENCI01014, A20035ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101614, A16030ENC101014,
A18030ENC101014, A20030ENC1010M4, A2003CEND101014, A20030PE11101014
4
Cell ng
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
IT' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Dr - M Enel,011
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detall).
Maximum allowable IT' reinforced gable vertical
length Is 14' from top to bottom chord,
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
✓eb Length Increase w/ IT' Brace
Examplet
'T' Relnf.
Mbr. Size
IT.
Increase
1
2x4
30
2x6
20
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
IT' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30x817'=11'2'
^
r\\ I I
��� I\ ill
lJ �J
AN IIIN COMPANY
13389Lakefm Dive
Earth City, MO W45
wnVARNINGI w HEAD A!m FRLW ALL NUM ON IMIS MAVDw
tsDPWANT&W FURNISH TfQS DRAWING M ALL CRnRACHIRS II�XIMUM TIE INSU"XI S.
Trusses
is -W ofextreme `SM CBAIn � IntlSSaaf t InfRorw*tlan, by 7K and and SBrA> for safety
prncMces prior to perfonldng these factions. Installers shall provide temporaarryy brad per SCSI
UMess noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached right ceOY,g. Locations shown for permanent lateral restraint of webs
J or Bill, is apptssIcable.no Apply prates to each face
shaa have Irnc�o ionInstalledss per above
of truss and »sltlon as ahem above and on the .bint Details, unless rested otFteMse.
sand on the
Rtfer to 3nwMps 1604-Z for standard plate positions.
Alpine, a dvislah of ITV Building components Group Inc shall not be respoosgde for any deviation from
this J•orttg any failure to bald the truss In conformance with ANS1nPI 1, or for handlv,g, shipping.
hstallatlon i brocng of trusses,
A swat on iris drowYhg or mhrwrpage Ilatihp this drawing, Ir,d.cniws oP professional
ktc r.spwuelut sowy for the she— The stZam y and this drowi
for nrly strurbrt b rtapau6[ky of �W �At+n' Pwr AfIST/iPI 1 Seca
For more Information see this Jobs general notes. page and these mob sites,
ALPINFj www.alnineltrocew, TPA wem.tob.t— SBCA, ww.. atrvare, IM ... Jrrwaeo.oro
%gNtanierp+
a �-y+'
- ale a47fe2 .«
a A= �*
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`Y9"me icyµ
aamsasemsam,mxsn,scomsas:a
--- — " """�'
._........_..._.w....,_..•...,,_
MAX. TOT. LD. 60 PSF
REF LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
DUR. FAC. ANY
'
MAX. SPACING 24,0'
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:2
Valley Detail - ASCE 7-10: 160
mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Unless specified otherwise on engineer's sealed design, for vertical
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
web, same species and grade or better, attached with 10d box
(0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
xx Attach each valley to every supporting truss withi
Lateral Restraint applied at mid -length of web is permitted with diagonal
(2) 16d box (0.135' x 3.5') naps toe-nalled for
bracing as shown in DRWG BRCLBANC1014.
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Top chord of truss beneath valley set must be braced with;
Or
properly attached, rated sheathing applied prior to valley truss
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
installation,
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1,00
Or
Purllns at 24' o,c, or as otherwise specified on engineer's sealed design
Bottom chord may be square or pitched cut
Or
as shown.
By volley trusses used in lieu of purtin spacing as specified on
Valleys short enough to be cut as solid triangular
Engineer's sealed, design.
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
xxx Note that the purtin spacing for bracing the top chord of the truss
separate 2x4 members,
beneath the valley is measured along the slope of the top chord,
All ptates shown are ITW BCG Wave Plates, ++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
2X4 4X4
12 3X4 Valle
12 1 Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional Hip
'--- 5-0-0 max --j Bottom Chord Bottom Chord End Detail Joint Detail
Valle y
4X4 y Toe -Walled /Valle —
ra
12 — ------ -- — - o m n T-u e -
-f2 Mnx. - - t 2 o,
X3 ll S t
1X3 6-0-0 ���`g a 4
1X3 (Max Spacing) 2X4
IX3 5X4/SPL 1X3 SQa
Common T asses Partial Framing
20-0-0 (++) at 24' o,c. Plan
Supporting trusses at 24' o.c, maximum spacing,
ttNUI;nUIHprr
nvAR14NU.a AEA AM FaLLav ALL tares DN nDs BRAY a ,�``WiA TC LL 30 30 40PSF REF VALLEY DETAIL
NSWORTANrwol F1Ri MH TM BRAYING TD ALL CONTRACTORS 11CUMDR6 U E DWAUMM 4,
Trusses regidre extrene care bn fabricatlnp, handlhg, shipphg, h"Ung and bracing. Refer to acid �`,� - � � '� ,TC DL 20 15 7 PSF DATE 10/01/2014
fdlor the latest edNtlan of BCSi ®Jltling Conponent Sniety lnfornatlon, by TPI and SBGU for safety ,txjl". >
pro Ze prar to perforrdng these functions. Instauers ah.0 provide tenporary bra per Best ` ti° �` ` $ DL 10 10 10 PSF DRWG VAL160101014
Wd s .-tea othersise, top chard shall have property atsoehed .tract—. ahe.thhg and bottom, chord �, t'-'
shall have a properly ottached rigid ceIWW,�aa,, Locations sh.— for permanent lateral rent- t of webs
shall have bradng Instaued per BCSI sect m B], 07 r Ole, as aop1Icable. Apply pintas to earfr face
d (� �� of truss and posit., .. oho.' ab.— and - the Jabs Betaup, utres notod otheMs.. � � , BC LL 0 0 0 PSF
l� Refer to dm,I gs 16CA-2 for t..d.,d plot. p-Mons.
Alpha, alaisan of Iry BanNdhr�pp Canpa+,:nta Grow Inc. aFwu not be reaponalbN. For an de atan vrw = T TOT, LD, 60 55 57PSF
AN RYVmMPANY this drawft any faflure to butd the truss In ea�Farnonc. with ANSI/TPI 11 or for hnnmep, sh pp ne. .n� � IF OF
Inat.Uotbn t. bracing of trusses,
A ceal on this cirawhg or cover page Ustfap ites drawbry, kxBcates occeptonce of professloW
resale! it the shorn The end use of ttds A -a `- �(/
13389 Lakefroni Drive for' any a e is t respm�f0.tty 8441wg goalgnar per ANSUVI i Seca �° '��iC rfi` �+,a{i, ~UR.FAC.1.25/1.331.15 1.15
Earth City, M063046 For are bfornatan se. ihls Job's general notes ppoeppee and these web sites ''i, ,�RflR '.y,A� ��� SPACING 24,0'
ALPING rwe.at0b 1t..canb TPI, we..tpinst,rg, SBCN www.sbclndustry.orgl ICO .-Jccsofe.rg /i lT.� ��
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wlnd ➢L= 5.0 sf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= SP0 psf (min), K7t=1.0,
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or, any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
X11 Refer to Enolneer's seated truss desion drawino for oloavback and base truss soeclflcations.
Detail A I Pur(in
12
Up to 12�
4' 2'
2'
Spacing = 24' o.c, or less
OZ. max
I —Top Chord Scab <Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing In between.
Detail B t Purlin Spacing > 24' otcr
Piggyback cap truss slant Walled to all top chord purlin
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #3 grade scab 0 side only at each end)
attached with 2 rows of 10d box nails (0,1281x3') at 4' o.c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.1351x3.5').
Up to 12 V I I I I \\
4'
\\ I I \\ / I I I I Purlin Spacing >
Top Chord Scnb (Typical Each End> Chord Flat top chord purlins required at
Depth both ends, purlin spacing > 24' o,c,
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c, max. and use Detail A. �)a}i'jiitilltj
oVARNINTi- READ AND FOLLOW ALL NaTES a TIOS DRAVM ��t `vE L ll�fft�.
-INPORTANTww FMOSH TIM DRAVDIG TO ALL aINTRACTORS MMUDDiG THE INSTALLERS '1
Trusses require a trene care In fabricating, handling, cNpping, InstalUnO and broch Refer to and ` ,^+
follow the latest etli1 of B,1 tH1, Component Safety 11—tl-, by 1Pt ontl S�) For znfety : � ��V ��S %
practices prior to perfornMg these fwcticns. lnstntlers cMll provide temporary brntlng per SCSI. V
Unl noted otherwise, top chord h.0 hove properly attoched structural heathir,g and bottom chortl = N 1
shall have a properly attached Ngid —WB g. Locutions sin- Par permanent lata-t restralnt of eb$
Q Fi RH shall have bracing Installed per BCSI sections U.
J or 810, c applicable. Apoy Pintos to each face
= ,
I'LII =' of truss abr pposition all shown above nd on the Joint BIO, a , wleca noted therates
Refer to drawhga 16CA-Z far standard ptate posltlom.
Alpine, a tltvlslon of ITV Building Conpa+entc Grouupp Inc, droll not be responssbl¢ For nny devintlon FrOn + "S�
AN tTWOOMR4NY tNs drnwbtg, any ensure to bu0.d the truss N conFornance dth ANSLTPI I, or For handUrtD. sNpping, 1.�% f1T OF
btstollatbn 6 brodng of trusses.
A semi on SMs oYowing or cover page Ustkg thLs drnwhg, bwOcales acceptance of professiartnl r'6 0 -
eng4merYrg rezpons�Nty sdNy far the design sinwn The suttoWUty pod use of this drowbg eA 4J
for any strucgreis tlra respors�lty of tM LRding Desfgnm per ANSI/iPt 1 Sec2 'r4p (i �Y�y
13389 Lkebont Drive For more Information see this job's general notes page and these web sites, I'd.
Earl Ci ,MO 53045 ALPIRD wwalobteltw.cani TPI, ♦mtpbstorgl SBCA, www.sbc1Adustry.orgi ICG wwelccsaFearg rAsji,.
w
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 03 grade scab
(I side only at each end) attached with
2 rows of I0d box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using <2) 16d box nails 0.135'x3.5').
The top chord #3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trulox
plate attached with (13) 0,120'x1.375' 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' nalls. Notes Nalling thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methodst
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trutax plates for 2x6 and larger chord
members. Attach to each face @ 8' o,c. with (4)
0.120'xl.375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/l6' (min) APA rated sheathingg ggussets
(each face), Attach @ 8' o.c, with (8) bd common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord, Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 142, full chord depth scabs (each face),
Attach @ 8' o.c, with (6) IOd box nails (0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave piggyback plate to each face
@ 8' o.c, Attach teeth to plgg back at time of
fabrication, Attach to suppor Ing truss with
W 0,120'4.375' naps per face per ply.
Piggyback plates may be staggered 4' o.c. Front
to back faces.
SPACING 24.0'
EF PIGGYBACK
ATE 10/01/14
RWG PB160101014
CLR Reinf orcing Member Substitution
T-Reinforcement
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf,
Is specified on a truss design but an alternative web L-Reinforcement, or
reinforcement method is desired, L-Reinf.
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type,
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf, Scab Reinf.
2x3 or 2x4
1 row
2x4
1-2x4
20 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4CO
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6W
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species_and_gr_ade_or better than-web-member—unless-speclfled
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apply (1) scab to each
face of web.
Apply to either side of web narrow face.
Attach with 10d (0,12810,0',min) nails
at 6' a.c, Reinforcing member Is
a minimum 80% of web
member length.
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o,c. Reinforcing member Is a
minimum 80Y of web member length.
MWARNpOws REAR AND FOLLOW ALL ND= ON THIS DRAVM
maDVOiTANT" FURNISN T= BRAVING TO ALL CONTRACTORS MMUDitG M INSTALLERS
Trusses rvquW extreme core h fabrscat6g, hnna tWpphg, InstalOng and b.-tic: Refer to and
falloe the lntect etlltiorl of HCSI <Busdng Component Safety Inforrwtlon, by TPI and SBLA> for snfery
pproctines prior to performing these functtons. Installers shall provide temporary bracirg per BCSL
Unless rested otherwise, top chord shall have properly attached structural sheatWnO ontl bottom char
v shalt have a property attached rig'd ceRhp. Locations sham for permanent lateral restraint of webs
shall have nd rXi im .9sd per above
sections -tin J or B10, lls appllcs.no Apply plates to each face
III'LLIII'L==IIIIIIUJJrrru--err' of
trues nb pchog Inn all shorn above and on tM Joint Datalls,d9 QW[Ca nosed otherete.
Refer to drowhgs 16OA-Z for stondard plate positions.
Alpine, a dWlsion of rrW BWldd4in�pp Components Group Inc shall not be sponsible for ony deviatbrt fn
AN frWOOMPANY SNs draeU O, any fasurc to IIL 11 truss In —Ponce with ANSI/TPI 1, or for handling, shfppeg,
inatallatlon 6 6rodng of trusses.
A seal an this J-aw4p or cover page ltsthg tMs drawing, hAcates acceptance of professlmwl
responsilAfty solely for the design shown The sWt&Wty and use of thts dfaeinp
13389 Lakefront Drive far any Is the responsbaty of the bAdirvgrJ Ogner per AISI/TPI I Sect
Earth City. MO 63045 For more
ee Mformotion sthis Job's general notes page and these web sites.
ALPINE, rrw.alolnelAsoni TM. www.tahstorot SBCN -%sbcindustri—oi ICawwwlccsofe4ro
'ATE VF
0 0D
T-Reinf. L-Reinf,
Scab Reinf.
/_
TC LL PSF
TC DL PSF
'33C DL PSF
11C LL PSF
4'OT. LD, PSF
�,, DUR, FAC,
�4 SPACING
EF CLR Subst.
ATE 10/01/14
RWG BRCLBSUB1014
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STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO� ILLER
[• EXISTING FILLER 1
— SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
— USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
— USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
— LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT 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 SECTI❑NS OF A TRUSS),
xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD—OF—THE—❑RIGINAL—TRUSS.—SINCE—MANY FACTORS—AEEECTTHE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATI❑NS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
NnTFn ON THIS SHEET
I USE THIS DETAIL FORI
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
i LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
)ER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (I04.'-0').
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS,
NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MO➢IFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD C❑NDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
— USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
— IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT -LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIED
— PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS.
— CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
— JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
—(0-128—x3')—NAILS—A-T—EACH_END_OE_EACH VERTICAL. (12' MIN, VERTICAL BLE
— MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH—I—ACE—AND-
8d NAILS (0,113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
— VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
— IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
<6) 10d BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
mARNING— READ AND FOUMV Alt raTES IN THIS DRAVIN0 ``�,%' C;V- IVIA�, "4�✓r REF BC FILLER
rrIRP�ITANT>a i'U81ISH TiDS INtAvn6; TB ALL ImTwtcr�Ts BawDmc THE INSTALLERS % A/ I
Trusses require ntrme core h Fabrkatind, handthg, shlpphne, lnstateno and bmcho• Refer to and `� 0. DATE 10/01/14
Fdlor the latest uAtlan oP BCSI tBl✓Idhg Conponent Snfrty Tnll py TP[ ark! SBClU far mfety ` G S
pprrnnctlus prior to perfornlnp these functions. [perry a s shnU provide tenporary bradng per BCSL
UNocc noted otherrlse, top chord snntt have properly nttnched structural sheathing and botton rri DRWG REPBCFIL1014
shop have n properly attached rMW ce&Inp. Locatbn:c sheen for Pernnnmt lateral restrdnt of
rebs N
oshauf
have bd Vci ion — d Per o sections H3, B7 or B1H, as opplkome. APP1Y Plates to each face g _
(� of truce ontl cpinQk n ne sham above and an the Tor Betels, unless e. A otherrlrs A
Refer to dwrhps 16WZ for stantlord plate positlom,
Alpine n rgvlslon of ITV Buldrp Conpments crow Inc. shall Roc be respao w. for any devietlm fr 8 A! E OF
AN rtW COMPANY this drarhg, any faaure to bald the truss N confornanee rllh ANSLTPI 1, or for handit, svP*g' -
Installation L b-eing of trusses,
A meat on this dra0v w cover page listhp this drarhg, kukates acceptance of prafe.si«,al % 9 � QP d4
eerY�R rr s�tky solMy for the sham. The sWr bury a..t r sr of tHs dre-ft �. �.,,r O R 1 <4
for any sZrucf+resim Ls the rosyonsb4ltY of the Bultmng Doslgncr per ANSI/iPt 1 Sec2.
Ea+Ih City, MO 63045 For none InFornotJm not this Job's gment notes page and these rab sltrs- ��� t7L� \��
ALPBE, wrralolneitt.con, TPB mtolnstwai SKA srr.sbchdustrvorol ICO mI=Sofvara ,.. NAl-�_0
SCAB
2X4
OVERHANG
BETAIL -
ASCE 7-05 120 mph wind, CAT II, EXP C,
ASCE 7-10 160
mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft Mean hgt, located anywhere in
roof,
30,00 ft mean
hgt, located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6,0 psf,
Kzt = 1.00,
wind TC DL=4,2
psf, wind BC DL=6.0 psf, Kzt = 1.00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length, Attach
overhang scab to one face of top chord with 10d box C0,128°x3,0 min)
nails at 8° o.c, plus clusters of four nails where shown in figure below Cam).
N❑TEt #2 is the minimum lumber grade allowed for all species,
NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections.
..Dwr&ITAtITo � rTWS DRDA m TAU °ALiL CUNM IN
INC IUM TIC INSTALLERS :` ` �'y •e, r% •,•' TOTAL TOP CHORD REF 2X4 SCAB O.H.
Trusses require axlrrne care In Pahrkatlrq, handl6,g, shipping, Instaill and brochg. Refer to and � C,EN$ �� LOAD NOT T❑ DATE 1.0/O1/14
Paton the latest edttbn of BCS[ (Ilu4tling Conpanent Safety Informtion, by TPI and SDCA) for safety ` ��" \,e EXCEED 40 PSF
practices prior to performing these Punctlons. Instaltarc shall provkla tanpararyy brad par BCSL w�
WI.ss wted otherrlse, tap chord shall iwve properly attached structural ahaathtng and bottom chord _ 1�Q (DEAD PLUS LIVE) DRWG ❑HSCB2X41014
shall have a properly ottac"ad Hold celUng. Locations shorn for permanent lateral restraint of rebs
oshalLf
have b position
ion ..eat per alo. sections the
J or BID, ils unless no Apply plates to each face
a of truss and dp tIns all shoes above sections
on the Jabrt Details, Ness noted other.t
Refer to drorings 16OA-Z for standard plate positions. S AT GF
Alpine, a dvision of ITV DuDdn Components GroupInc shall not he responW6le fa^ any tlevlation from Q" ti
Ft:') ITWCOMPANY this drn.lnp, any Fn0.ure to III the truss In conformance vM ANSI/tPI 1, or for haMUng, 5 Pping, �..Q
Instatlatlon L bracing of trusses. % 9 �/y� W
A seat on this dra.bq or cover pegs UsW,g thLs drashg, indcates acceptance of profes..Mona1 4 0 pj\
Poyang shy stP%dre�a for
ItYfive a di g �r � Atavrn of erz. `�d°ww tr� e,., t A �'`+ ,a® DUR, FAC, 1.15/1,25
Eadh City. MO 68045 For more Information see this •pb's generot notes page and these web sites P? >rp N%'tL�t�``'! SPACING 24'
ALPINE —Alpinatr.conl TPl, se..tpinstorgs SHCA- rwsbdnoWstry or t ICG vrxcsafearg /I/ 1t
4
I STRONGBACK BRIDGING REC❑MMENDATI❑NS I
BUTT STRONGBACK
BRIDGING TOGETHER
4'
�O• ATTACH SCAB WITH 10d BOX/GUN
4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT
SCAB 6' O.C.
NOTE, IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STREINGBACK BRIDGING SPLICE DETAIL
N❑TEI Details 1 and 2 are the preferred attachment methods
ATTACH STRONG(3)10dBACKCOM TO O
WEB W/ (3) lUd COMMON
(0.148'x3') NAILS OR
O
(2) 10d COMMON (0.148'x3.0') OR
BOX/GUN (0.128'x3.0') NAILS AT
TOP AND BOTTOM OF 2x4
SCAB —ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0.148'x3.0') NAILS
OR (4)10d BOX/GUN (0.128'x3.0')
NAILS.
)d BOX/GUN
c3A') NAILS
STRONGBACK BRIDGING ATTACHMENT
GBACK BRIDGING
G REQUIREMENTS
None re tdred
KtD
I roe W center of sW
2 roes 0 at each U3
3 roes 0 of eadl U4 >
rm at OM ospohw
i ZAjTTACH STRONGBACK
TO BOTTOM CHM WI
(P) #10 — 3' SCREWS
ALTERNATIVES
All scab -on blocks shall be a minimum 2x4
'stress graded lumber.'
All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
The purpose of strongback bridging is to
develop load sharing between individual trusses,
resulting In an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown in
details, Is recommended at 10' -0' o.c, (max.)
The terms 'bridging' and 'bracing' are sometimes
mistakenly used interchangeably. 'Bracing' is an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each Individual truss component, 'Bridging,'
particularly 'strongback bridging' Is a
recommendation for a truss system to help
control vibration. In addition- to aiding In the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
'bounce' or residual vibration resulting from
moving point toads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore Is strongly recommended
by Alpine.
For additional Information regarding strongback
bridging, refer to BCSI (Building Component
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TC LL PSF
REF STRONGBACK
DATE 10/01/14
►p er to antl
fallow the tTrusses est edition of BCSI fBJld►.q Cocponee extrene cam In fabricatino, r! Safety Lifp myw+. y and
'� donfo safetya'�
TC DL PSF
p� y t y
Unto sroha a ior ttherplse d ornkm stburctIms t
oicad°,ena str °ucivnt a`it++a�actcand ;tgn,ara
m,. "m win
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"LP9
property
shalt have a property attached rid ce6ig, Locations shown for pernanent laterot restraint of .ebs
have bracing
-
BC DL PSF
DRWG STRBRIBRIO14
shall Installed per BEST sections B3, B7 or BID, as a table. Apt ptstes to each face
of truss and os7da# as shorn above and an the Joint Detals, #idsss notd merwlse.
q4 'CfaO'
BC LL PSF
Re Waiad� s 7a0 z f@mWfdsntpaMara a
Onto
AN IIIA/GDAAPANY
Gperos�ltlpan tau nat be respa�bta for ary davlatbn Fran
Cortponents
116 draeing a failure to build the truss In car foronnce wfSh ANSI/TP1 !, far honahg
4 �'°,*`
I'llu
TOT. LD PSF
or sNppin®,
lnstnnaton bracing of trusses.
n
v:c
A seat an this draeft or cover papt (IStY'ig SNe draw[ng. Indicates acceprWrce of prOfeBwoewl
enyxarirg safety for the deson shown. The sultQ=y and use of lids drnebg
wessa.�rrssazaaelRassa�sars
— — • »
DUR. FAC. 1.00
13389 akeftont Drive
for any stev,edre� respo llLy of "Aft Resigner ppenryeAlSt/iPi i Sec&
SPACING
Earth City, MO BW45
ALPM For
�okmtM. om TM ytDtoinstar , SWAo notes page
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