HomeMy WebLinkAboutTRUSSRANEY COMPONENTS
anetf 19900 Independence Blvd.
Groveland, FI 34736
omponents, [LC one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS135
Printed: Fri, Sep 29 2017
goo inrormar►on: Address: FOR Name and License Number:
istomerName: Creekside Lot 135
R Horton 8400 Cobblestone Dr
wription: City, State, Zip:
.AB Aria "D" LL OL Fort Pierce, FL
L I d" fr n•
oa mg n o ti
A o .
Roof Loads.,
Floor Loads:
TC Live: TC Dead: BC Live: BC Dead:
TC Live: TC Dead: BC Live: BC Dead:
20
7
0
10
0
0
0
0
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 36 Total 36
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
AtA
5 A4
6
A5
9 A8
10
A9
13 B1
14
Ell GB
17 L02
18
EVA
21 13J5A
22
BJ5
25 BJ3
26
EJ3L
29 GJ7
30
CJ7A
33 V2
34
Mv1
4
3Ts.
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tnd corbsath tir$s alarm naie ;t,•.vtds atimnd i3
x 6tha cnsa VV3fttronk
3 A2
4 A3
7 A6
8 A7
11 A10G
12 A11G
15 C1GS
16 L01
19 EJ7
20 EVS
23 BJ5B
24 BJ3A
27 BJ1
28 BAL
31 CJ3L
32 V1
35 MV2
36 MV3
w
l
MManuel
Digitally signed by Manuel Martinez
resentUS, ACES Business
' V' `
a n u e
Rep Live, ou=M
Representative, ou=M AND E ASSOCIATES
'
PA., cn=Manuel Martinez,
Q.92342.19200300.100.1.1=A010980000M 14
-.-1 011 E
2017.09.2917:1
k4rtinez
Date: 1:26 -04'00'
Adobe Acrobat DC version:2015.00630352
Page 1 of 1 File cont7
Job Number: 136DCS135
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" L OL
Truss Label: Al
T10" 14'4"B 19'4"
T10" I 6'6"8 4'1'&
,3X4
12
6
0
�5X6C i
=4X6A(A2) B
P O N
GI2X4 I =3X6 =3X4
Ply: 1
SEQN: 637317 / T8 / COMN
Qty: 7
FROM: AH
I
DRW:
Wgt 221.2 Ibs
/ ...
24'3"8
30'10"
38'8"
4'11"8
6'6"8
T10"
E=5X6
F@ 3X4
(a)
�5X6
G
(a)
= X8 =
X4 = X6
012X4
09/29/17
1' T8"13 4W3 2'1° 5'3" 5'3° 2'1' 4'3°3 7'8"13 1'
r 7'8"13 I 12' 14'1" 19'4" 24'7" 26'8" 30'11"3 3&8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in .Ioc Udefl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.168 L 999 240 B 1606 / 692 / 936 / - /433 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.367 L 999 180 H 1606 / 692 / 936 / - /- 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 J - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.154 J - - B Min Brg Width Req = 1.9
NCBCLL: 10.00
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.9
TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.616 Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bearings B & H require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2007 Max BC CSI: 0.549
Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.617
Loc. from endwall: not in 9 00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1082 -1835
Lumber B - C 1398 -2867 F - G 1219 -2326
C - D 1218 -2326 G - H 1398 -2867
Value Set: 13B (Effective 6/1/2013) D - E 1082 -1835 H - 1 27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC B - P 2485 -1084 M - L 1989 -774
P - O 2482 -10M L - K 24M -10M
Bracing O - N 2482 -1084 K - J 2483 -1092
(a) Continuous lateral restraint equally spaced on N - M 1988 -749 J - H 2485 -1092
a
member. Or 1x4 "T" reinforcement. 80% length of 1*
web member. Same species & SRB grade or better, ��Plot
.
yq Maximum Web Forces Per Ply (Ibs)
attached with 8d Box or Gun (0.113"x2.5",min.)nails w�
@ 6" oc. Webs Tens.Comp. Webs Tens. Comp.
K: P-C 289 -13 M-F 457 -710
Tray Scab(s)
e C- N 388 -565 F- L 476 -204
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach _ N - D 475 -204 L - G 388 - 566
scab to face of chord with: Nails @ 8" oc, plus $ , D - M 457 -709 G - J 289 -15
additional nail clusters at: BRG.: 0 , heel: 0 , 1st w• . ..
panel point: (0). O O" 'T� E - M 1321 -720
e '
Loading x `` t
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance. ,_ r
Wind
40 01 5A 38 FF 5881. 80 BB 7F4is'00 99 2Elf5 Fla
Member design based on both MWFRS and C&C. This ramrra,pecyav�=.aledtnpraaas° Martbcs,
i(fl:i€c.C478 .(urt £faAY�canabamw4j;2Sii -8.
fi�]iCiP,e�i�aiYr�}"� dfYes�aatim@ 8tY9tGi6il�2iad SY�11Yfi: $i1t sealIDd
xrsd ttr m'�.Xrl auYh¢siC,if scerlr n+Est b4vtdfi<dan yrc9ectr°rsic
"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 and SBCA) forlsafety 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 t 10,
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 not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability
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 Daae and these web sites: ALPINE: www.ali)ineitw.com: TPI: www.toinstmm: SBCA: www.sbcindustrv.com: ICC: www.imsafe.om
Job Number: 136DCS135 Ply: 1 SEQN: 637320 / T19 / COMN
4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 2 FROM: AH DRW:
Truss Label: AlA I Wgt: 257.6 Ibs / ... 09/29/17
i19'4"�24'3"7
17'10"4 �12f1"1231"11
" 36'8°0466B77'10" 06109 7'10°
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 "
192X4 =3X6 =57x10 162X4 kX4 =5X10 !�3X6 t12X4
7 8"13 43"3 22"12 3'9"4 3' 3'S"3 2'2"13 4'3"4 1318
'8'12 1 i
7'8"13 12' 142"1 18' 21' 24'S"3 26'8° 30'114 38'8"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: hl2 to h
C&C Dist a: 3.87 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 ALSO
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
'Loc R / U / Rw / Rh / RL
/ W
Pf NA Ce: NA
VERT(LL): 0.180 O 999 240
B 1523 / 691 / 935 ! - / 433
18.0
Lu: NA Cs: NA
VERT(fL): 0.416 O 999 180
J 1523 / 691 / 935 / - /-
18.0
Snow Duration: NA
HORZ(LL): 0.092 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.213 L -
B Min Big Width Req = 1.8
Code / Misc Criteria
Creep Factor. 1.5
J Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.584
Bearings B & J are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.557
Bearings B & J require a seat plate.
•
Rep Factors Used: Yes
Max Web CSI: 0.835
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
A - B 27 0 F - G
1406 -2320
B - C 1395 -2690 G - H
1351 -2379
C-D 1211 -2132 H-1
1211 -2131
D - E 1337 - 2330 I - J
1396 - 2690
E- F 1372 - 2262 J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B-U
2327 -1081
P-N
12 -6
y4
U - T
2324 -1081
N - M
2324 -1091
T - S
2324 -1081
M - L
2324 -1091
-
4
S-R
Q - O
12 -5
1847 -646
L-J
2327 -1091
* 047182 a
Maximum Web Forces
Per Ply (Ibs)
4, weU
Webs
Tens.Comp.
Webs
Tens. Comp.
- C
293 -12
F - O
962 -619
$ O �
C - S
S - D
-681
247 247 -680
O - P
O - G
36 -2
139 -44
y
S - Q
2128 - 871
O - H
511 -227
e
�.
D- Q
E-Q
330 0
149 -42
O- N
H-N
2191 - 921
313 -798
R
N
391
Q
934 -607
LI
293 -51625
4001S 38FF55&1608137FUCt)992E&5FB
Tug item3as bvm akdrWLe aW sd dd aI aiad by r.5QWel wartb+4
PE (A, &44no21 an the d= stovm abom Ming a SKVI
audfemGcaxsra�c.
faderp�fr.ffddsd�'tafdmat dsaasir xid%fewdar =led
anal ii*�v:?R.,:sasct;tientttaEs'aseea:9a rnf�Cbas-aerN�dnn ams}�detimr�r
**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
c Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
leceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610,
. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. f`tefer to
60A-Z for standard plate positions.
a division of
iri 1,orrorn
aacceptance
ny.p cture
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability,
Job Number: 136DCS135
Ply: 1
SEQN: 637323 / T7 / SPEC
4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL
OL
Qty: 2
FROM: AH
DRW:
Truss Label: A2 I
Wgt: 221.2 Ibs
/ ...
09/29117
7'10"
14'4"8 19' 24'3"8 3010" 38'8"
i
T10"
6'6"8 F 47"8 5'3"8 6'6"8 + T10"
1
,3X4 D Fc3X4
12
6
o
(a) Q 5X6
g5X6 C
Ca
(a) (a)
=4X6(A2) B
H=4X6(A2)
X3 A
I
P
O N M L K J
1112X4
-3X6 =3X4 =3X8 =3X4 =3X6 1112X4
7'8"13
4'3"3 2'1° 10'6" 2'1" 4'3"3 7'8"13
l�
7'8"13
12'
14'1" 24'7" 26'8° 30'11"3 36.8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CS1 Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf NA Ce: NA VERT(LL): 0.168 L 999 240 B 1606 / 683 / 934 I - l 427 16.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.367 L 999 180 H 1606 / 683 / 934 / - / -
18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.070 J - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.153 J - - B Min Big Width Req = 1.9
NCBCLL: 10.00
Height: 15.00 ft
Code / Misc Criteria Creep Factor. 1.5 H Min Big Width Req = 1.9
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Beatings B & H are a rigid surface.
Bldg Cade: FBC 2014 RES Max TC CSI: 0.615 g g
Load Duration: 1.25
MWFRS Parallel Dist: h/2
to h
TPI Std: 2007 Max BC CSI: 0.549 Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 It
Rep Factors Used: Yes Max Web CSI: 0.617
Loc. from endwall: not in 9
00 ft
FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s): Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 E - F
B - C 1379 -2866 F - G
1061 -1835
1199 -2326
Lumber
C - D 1198 -2326 G - H
1379 -2867
Value Set: 13B (Effective 6I1/2013)
D-E 1061 -1835 H-1
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
B - P 2484 -1066 M - L
1989 -759
P - O 2482 -10M L - K
2482 -1077
Bracing
1► O - N 2482 -1066 K - J
2482 -1077
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'T" reinforcement. 80% length of
e A > N - M 1988 - 731 J - H
"�
2485 -1077
web member. Same species & SRB grade or better,'
$ -
Maximum
attached with 8d Box or Gun (0.113"x2.5"minJnails
;� s w S Web Forces Per Ply (Ibs)
,
@6"oc.
7 Webs Tens.Comp. Webs
Tens. Comp_
d P - C 289 -13 M - F
463 - 709
Tray Scab(s)
� �'to C - N 388 -565 F - L
476 -204
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
# N - D 475 -204 L - G
389 -566
scab to face of chord with: Nails @ B" oc, plus
A D - M 463 -708 G - J
289 -15
additional nail clusters at: BRG.: (0), heel: (0), 1st
,STATE 0
; M - E 1319 -724
panel point: (0).
e �
Loadings
,
e
Truss passed check for 20 psf additional bottom
40,
chord live load in areas with 42"-high x 24"-wide
,
clearance.SEMALk
y1).
Wind
40 01 5A 38 FF 58 8180 BB 7F48 00 99.2E 85 FB
Member design based on both MWFRS and C&C.
ThigitemfEasboe ale ncd �a�aredbyYa � AMarcaes;
P'E(ri..Ui.r47i821 ca [bedew stiowa abase mAn' gastm'l
mindcrpiasafddsdrxermntasmnot cr ddaedsletisadmind
and tf�...:xaa.T as scn a9icascm90 must be m df&:diss aw dec=i .
mint:
—WARNING— READ AND IFOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlin l shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Information, by
Component Safety TPI ancl'SBCA) for satPety practices prior to performing these functions_ Installers shall provide temporary
bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppey
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 plater to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents 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 professfonat engineering responsibility solely for the design shown. The suitbrirty
this drawing for is the' the Building Designer ANSIITPI 1 Sec.2.
and use of any structure responsibility of per
For more information see this'ob's general notes pa ire and these web sites: ALPINE: www.al [nedw.com; TPI: www. into - SBCA: www.sbdndu .com; IM www.iccsafe.org
Job Number: 136DCS135 Ply: 1 SEQN: 637325 / T6 / HIPS
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty:}2 FROM: AH DRW.
Truss Label: A3 Wgt: 236.6 Ibs / ... 09/29/17
7'10" 14'2"12 17' 21'8" 24'S"4 30'10" 38'8"
r 710" + 6'412 + 2'9"4 + 4'8" 2'9"4 I 64"12 7'10" J
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 "
so5X6 `~5X6
E F
1123<4 m3X6 = X10 =3X4 m4X10 m3X6 112X4
7'8"12 4'3"4 2'2"12 5'1"4 5'1"4 2'2"12 4'3"4 7'8"12 1�
7'8"12 12' 14'2°1 19'4" 24'5"4 26'8" 30'11"4 38'8"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.87 ft
Loc. from endwali: 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 "1313" uses design values
approved 1/30/2013 by ALSC
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf.' NA Ce: NA
VERT(LL): 0.164 G 999 240
B 1626 / 694 / 940 / - / 385 18.0
Lu: NA Cs: NA
VERT(TL): 0.355 G 999 180
1 1626 / 694 / 940 / - /-
18.0
Snow Duration: NA
HORZ(LL): 0.070 K - -
Wind reactions based on MWFRS
HORZ(TL): 0.152 K
B Min Big Width Req = 1.9
Code / Misc Criteria
Creep Factor. 1.5
1 Min Brg Width Req = 1.9
Bldg Code: FBC 2014 RES
Max TC CSI: 0.617
Bearings B & I are a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.555
Bearings B & I require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.772FT/R
20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
Plate
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 16.02.01 D.0314.13
A-B 27 0 F-G
1417 -2317
B - C 1467 - 2911 G - H
1282 - 2362
C - D 1282 - 2361 H - 1
1467 - 2912
D-E 1417 -2316 i-J
27 0
E-F 1140 -1831
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Camp.
t1111110st
B - Q
2524 -1149
N - M
1800 -699
'0
A.
rq
Q - P
2521 -1149
M - L
2522 -1178
r
P - O
O - N
2521 -1149
1800 - 677
L - K
K -1
2522 -1178
2525 -1178
"
047162' 0.
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
Q - C
292 -13
N - F
269 -195
'
C - O
391 - 573
F - M
751 - 502
STATE
D - O
283 - 256
M - G
283 -256
me`
,..'a
O-E
E - N
749 -502
270 -196
M-H
H - K
391 -573
292 -15
40 01 SA38 FF 5581 80 BB 7F 4900 99 2E 85 FB
rhISItemtsnbeamcleGis z nauar„9 tad byMw—' Imardws,.
FE (FL. Lk.r47101 m th.diasa stzwa abate t=p a 5!W1
as:tdtertlotim e.
i raatad csrazztarcfi aiucssrs�-� aim nat cazil ri�araz$d sraiesf
ariathe VA2zukhentk.ats" wdem4fbaserlfbfen=ydedmnk
capia.-
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) f-o� safety practices prior to performing these functions. Installers shall provide temporary
BCSi. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
Bid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslailed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Nefer to
60A-Z for standard plate positions.
a division of
'Ivi 1, or Torn
acceptance
any structure
failure to build the
g or cover page
in. The suitability
Job Number: 136DCS135
Ply: 1
SEQN: 637330 / T5 / HIPS
4EAB Ana "D" LL OL /DR Horton 14EAB Aria "D" LL
OL
City: 2
FROM: AH
DRW.
Truss Label: A4
Wgt: 239.4 Ibs
.. / ... 09/29/17
T10"
14'2"12 1 ' 19'4" 23'8" 15 30'10° 38'8"
r T10" +
6'4"12 +9" 4'4" 4'4" 5 6'5"2 + T10"
555X6 1112X4 1iz5X6(++)
E F GH
1112X4 D 1 1112X4
12
6 F,-,-
S 5X6
'5X6 C
b
(a)
J
is
=4X6(A2) B
A
K-4X6(A2)
L
�
S
R Q P O N
M
tl12X4
=3X6 =3X8 =3X8 -3X10 =3X6
1112X4
F1' T8"12
4'3°4 2'2"12 5'1"4 5'0"15 2'3"1
4'3"4 7'8"12
1�
7'B"12
12'
14'2"1 19'4" 24'4"15 26'8"
3011"4 38'8"
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 U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.168 1 999 240
B 1611 / 696 ! 938 / - / 345 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.366 1 999 180
K 1611 / 696 / 938 / - / -
/ 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.070 M - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.153 M - -
B Min Brg Width Req = 1.9
NCBCLL: 10.00
Mean Height: 15.00 ft
Code ! Misc Criteria Creep Factor. 1.5
K Min Brg Width Req = 1.9
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.612
Bearings B & K are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2
to h
TPI Std: 2007 Max BC CSI: 0.556
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.702
Loc. from endwall: not in 9
00 ft
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01D.0314.13
A - B 27 0 G - H
B - C 1497 -2879 H - I
1174 -1864
1505 -2323
Lumber
C - D 1313 -2329 I - J
1310 -2324
Value Set: 13B (Effective 6!1/2013)
D - E 1465 - 2272 J - K
1498 - 2880
Top chord 2x4 SP #1
E - F 1270 -2044 K - L
27 0
Bot chord 2x4 SP #1
F - G 1270 -2044
Webs 2x4 SP #3
Lumber value set "1313" uses design values
Maximum Sot Chord Forces Per Ply (Ibs)
approved 113012013 by ALSO
Chords Tens.Comp. Chards
Tens. Comp.
�
Bracing
MAOj
B - S 2496 -1184 P - O
1936 -825
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
4 eye -
"�
S - R 2493 -1184 O - N
R Q 2493 N M
2494 -1215
2494
web member. Same species & SRB or better,
N v4
�
- -1184 -
-1215
grade
attached with 8d Box or Gun
Q _ P 1931 -792 M - K
2497 -1215
(0.113"x2.5",min.)nails
xyi
@ 6" oc.No
047102 s
xa. aoft
10P
Maximum Web Forces Per Ply (Ibs)
Plating Notes
W4 w
Webs Tens.Comp. Webs
Tens. Comp.
(++) - This plate works for both joints covered.
S - C 292 -13 P - G
257 -175
Tray Scab(s)
�as
C - Q 393 - 575 H - O
D Q 348 0-1
872 - 645
438 440
(1) 2x4x0-3-11 x SP #3 scab at right end. Attach
0*sN4Q
- -228
E 706 O J
399
scab to face of chord with: Nails @ 8" oc,
- -543 -
-600
plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
' 12-
E - P 257 -170 J - M
170
293 -15
panel point: (0).
F - P 257
215
Loading
Truss passed check for 20 psf additional bottom
SEPALA
chord live load in areas with 42"-high x 24"-wide
40 011513 38 FF 51B 81 BO BB 7F48 00 99 2E 95 FB
clearance.
THU lien fixsbr aLama€rm9ya�pad'ar d9 lad by ivvr zi markb=,
PE(FL. lii.PNF?iH2(cath¢ �at�shmvn ate irg SffA•7.
Wind
ausazses srfa
Member design based on both MWFRS and C&C.
rdrw =ofthkdocnt= motor A&nd i4red=dseatad
and thamT laA nt;iaU=wde m-tbA wrdfid m=vdeatank
cxz�iat.
—WARNING"" READ ANDI
FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"' FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin
i shipping, installing and bracing. Refer to and follow the latest edition
of BCSI (Building
Component Safety Information, bV TPI anr7'SBCA) for
bracing per BCSI. Unless noted dtherwise,top chord
safety practices prior to performing these functions. Installers shall provide temporary
shall have attached structural sheathing and bottom chord shall have a
attached rigid ceiling Locations shown for permanent
lateral
properly
restraint of webs shall have bracing installed per BCSI sections
propperly
B3, B7 or B10,
as applicable. A . plates to each face of truss and
position
as shown above and on the Join[ Details, unless noted otherwise. (lifer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components Group
truss in ANSI! 1 Pi 1, for handling,
Inc.,shall not be responsible for any deviation from this drawing,any failure to build the
installation bracing trusses.A this drawing
conformance with or
listing this drawing indicates acceptance of pro_fessfonat
shipping, and of seal on or cover page
engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is thel
responsibility
of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this' &s general notes page and these
web sites: ALPINE: www.al inefw.com• TPI: www. inst.o • SBCA: www.sbcindu
.com; ICC: www.jecsafe.org
Job Number: 136DCS135 Ply,: ,1 SEQN: 637332 / T4 / HIPS
4EAB Aria "D" LL OL/DR Horton AEAB Aria "D" LL OL Qty:`2 FROM: AH DRW.
Truss Label: A5 WgL 215.6 Ibs .. / ... 09/29/17
T119 + 13' + 19'4" + 25'8" 309"7 38'8"
T10"9 5'1"7 6'4" 6'4" A 7 T10°9
=6X6 1112X4
6X4 !a X6-13X4 =3X8=3X4�4X6 1112X4
F1' 7'8"13 4'13 1' 6'4" 6'4" 1' 4'3"3 T13"13 1
7'8"13 12 13 19'4" 25'8" 26' " 30'11"3 3V8"
Loading Criteria (pso
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.87 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 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
DeflICSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.176 E 999 240
VERT(TL): 0.383 E 999 180
HORZ(LL): 0.071 J - -
HORZ(fL): 0.154 J - -
Creep Factor: 1.6
Max TC CSI: 0.633
Max BC CSI: 0.513
Max Web CSI: 0.412
Mfg Specified Camber:
VIEW Ver: 16.02.01D.0314.13
♦ Maximum Reactions (Ibs)
LOG R I /Rw /Rh /RL /W
B 1616 1699 / 931 / - / 304 / 8.0
H 1616 /699 /931 /- /- 16.0
Wind reactions based on MWFRS
B Min Big Width Req = 1.9
H Min Brg Width Req = 1.9
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 E- F 1435 - 2373
B - C 1531 -2878 F - G 1367 -2425
C - D 1387 -2424 G - H 1531 -2879
D - E 1435 - 2373 H -1 27 0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - P
2493 -1213
M - L
2103 - 949
P - O
2491 -1213
L - K
2491 -1242
O - N
N-M
2491 -1213
2103 -920
K - J
J-H
2491 -1242
2494 -1243
Maximum
Web Forces
Per Ply (Ibs)
No 047182-
Webs
Tens.Comp.
Webs
Tens. Comp.
P - C
263 -14
M - F
38B - 236
C - N
369 -487
F - L
483 -224
D - N
482 - 225
L - G
368 -488
STATE,, OF
D - M
388 - 236
G - J
263 -16
8
E - M
301 - 376
40 015A38 FF SB 81 BO B0 7F48 00 99.2E 85 FB
Thultembas bcenaid z=aied by Ma" Mattirtcs,
FE (rt. iit.lRdJtS2! en ti�cd� ait9wia aB¢va traag a 5HAri
r,-uiarC,rasea�s.
Rbwd t.pinafthah iirx�AMC note MI3Iio i ag=af=d:salad
Awthe _°e+.A.Srnsmtbaved1 ,en,w7deamnk
axlaL
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating, handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and SBCA) tot safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310,
6()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
any
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
rP11 Sec.2.
IJob Number: 136DCS135 Ply:
Truss AnaLab"D L OL /DR Horton 14EAB Aria "D" i L OL I Wgt '212.8 Ibs I FROM: AH 334 / T3 !HIPS I DRW 09/29/17 I
T10"8
T10"8
T 12
6 p g3X4C
cq
0
I�
=4X6(A2) B
�5 A
S
1112X4
�
7'8"12
11' 1
16'6"1 19'4" 22'0"1
3'1"8 96"1 2'9"15 2'8"1
m6X6 1112X4 m3X6 m3X4
D E F G
27'8" 30'9"8 38'8"
5'7"15 3'1"8 T10"8
m6X6
H
Ic3X4
Jm4X6(A2)
R Q P O N M L 1
3X4=3X6 =3X8 =3X4 =3X6=3X4 1112X4
1'3"4 4'6"1 5'9"8 4'4"7 1' T8"12 1'
11� 1, 16'6"1 22'3"9 26'8" 2T " 374 38'8"
4 30'l l"4`�
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1523 / 701 / 918 / - / 263 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.397 E 999 180 J 1523 1701 / 918 / - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.149 L - B Min Brg Width Req = 1.8
Mean Height: 15.00 ft J Min B Width Re 1.8
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 r9 q
TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.602 Bearings B & J are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.504
Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: OA26
Loc. from endwall: not in 9 00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 16.02.011).0314.13 A - B 27 0 F - G 1606 -2480
Lumber B - C 1562 -2676 G - H 1599 -2468
Value Set: 13B (Effective 6/1/2013) C - D 1499 -2347 H - 1 1499 -2347
D - E 1607 -2480 I - J 1561 -2676
Top chord 2x4 SP #1 E - F 1606 -2480 J - K 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values
approved 1/3012013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
B - S 2312 -1238 O - N 2D47 -1059
WindS - R 2310 -1238 N - M 2D47 -1059
Member design based on both MWFRS and C&C.va� R - Q 2047 -1029 M - L 2310 -1267
FE
Q - P 2047 -1029 L - J 2312 -1268
,ON ' P - O 2484 -1297
047,182 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
WA
It S - C 236 -19 G - O 269 - 319
Z. C - R 333 - 419 O - H 605 - 376
STATE OF ae D - R 398 -259 H - M 395 -258
qr�t n D-P 615 -384 M-1 332 -418
E - P 263 -315 I - L 238 -21
P - G 113 -110
"WARNING" READ
`*IMPORTANT•• FURNISH THIS E
a division of ITW Buildingq Components
conformance with ANSI! fPI 1, or for h
this drawing indicates acceptance
re of this pawing for any structure
4001S 38FF5BS.BOBB7F4S00992E85FB
±hfsltemAaxtrern clactr�s3cgsi�ned:ara9 sealed fry reraza:.e9 AaartMas,
PE tR. ttc.Cei7t8zl an thsta3e shaw�taEa'ra t+•.wD� a sFfiT+•i
au�ttendcatissp,exda-
Fl,blzdc d .nf6k d�Aara not cmnsliwad sPgne::zA:mbd
and their -'A rnut:ba v'Ahefan a jdectiaek
c=las.
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ty practices prior to performing these functions. Installers shall provide temporary
have properly attached structural sheathing and bottom chord shall have a properly
ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
tion as shown above and on the Joint' Details, unless noted otherwise. (2efer to
shall not be responsible for any deviation from this drawin ,any failure to build the
ppin , installation and bracing of trusses.A seal on this drrawmg or cover page
Iona engineering responsibility solely_for the design shown. The suitability
Job Number: 136DCS135 I SEQN: 637340 / T20 I SPEC
4EAB Aria "D" LL OL /DR Horton /4EA8 Aria "D" LL OL Qty- 1 FROM: AH DRW:
Truss Label: A7 Wgt: 218.4 Ibs 1 ... 09/29/17
"4 13'10" 27'8" 30'9"8 38'8"
TT1010"114 5'11"2 2'10" 5'6" 5'6" 8 7'10"8
M
22
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 "
D_5X6
102X4 =3X6 ==4X10 1112X4 =3X8 =3X6=-3X4 1112X4
7'8"12 4'3"4 54"4 4'6" 1' 7'8"12
7'8"12 12' 1310 211 12 2" 26'8" 2T " 3 3 4 r 38'8"
1� 6' ;N 3�0'11"-4�
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.87 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 "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
TJ
11�
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): 0.187 O 999 240
B 1522 / 695 / 921 / - 1321
18.0
Lu: NA Cs: NA
VERT(TL): 0.433 O 999 180
1 1523 / 698 / 916 / - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.066 K - -
Wind reactions based on MWFRS
HORZ(TL): 0.152 K
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 1.5
1 Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.600
Bearings B & I are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.547
Bearings B & I require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.997
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver:16.02.01D.0314.13
A-B 27 0 F-G
1647 -2485
B - C 1589 -2686 G - H
1523 -2347
C - D 1415 - 2155 H - I
1586 - 2677
D - E WO - 2094 1- J
27 0
E - F 1647 - 2485
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - R
2323 -1236
N - M
2045 -1079
h
R - Q
2320 -1236
M - L
2045 -1079
f8
Q - P
2320 -1236
L - K
2310 -1290
P-0
2464 -1310
K-1
2313 -1290
O - N
2465 -1310
e .
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
.
-
R - C
288 -13
F - N
282 -342
A.
C - P
391 - 558
N - G
625 -408
D - P
1597 -1046
G - L
399 - 260
P - E
943 -1343
L - H
335 - 421
.
E-O
142 -3
H-K
236 -21
E-N
118 -117
40 01 5A38 FF 55 8160 BB 7F48 00 962E= 15 FS
tits Itcrtifuxx2semmic s¢t sa5:t./z ced axa>i xx�aias3 by mar imarn,n
� ?EH�.L, r3s.C3T8E2iCc7 Cn�.ataraw�a-a6mu°m'a3(jaSN�fl ..
Sti'LiErif3G7b&ma`�-
smerpa�f�ru tis�ss-.ems era €irvtcxess%�+d r3�'+�i.�a�s�
arzd 27�:� a>� zsal�sana2kwz;:�a m�.el�a +ifEed s�sgdecirar�
sm�imz.
—WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handlin shippping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Ire
Information, by TPI and'SBCA) for safetypractices prior to performing these functions. Installers shall provide temporaryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
)id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610,
e. AprTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
a division of
-1 PI 1, or tar n
acceptance
any structure
see this
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
rPi 1 Sec.2.
:A www.sbcindustry.com; [CC: www.iccsafe,
Job Number:
Truss Aria "D"4LLLOLDS/DR Horton MEAB Aria "D" i L OL I Qty: 1 4.4 Ibs I FROM: AH 342 / T2 /HIPS I DRW:/ ... 09/29/17 I
Wg
T10"8
T10"8"8
6 2 OX4C
m
0
v
a4X6(A2) B
32 A
8
012X4
78"12
7'B"12 19
Loading Criteria (psf) Wind Criteria
TOLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: C
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: h/2
Spacing: 24.0 " C&C Dist a: 3.87 ft
Loc. from endwall: not in 1
GCp!: 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 "l313" 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 bettei
attached with 8d Box or Gun (0.113"x2.5",min.)nail:
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at left end. Attach sca
to face of chord with: Nails @ 8" oc, plus additional
nail clusters at: BRG.: (0), heel: (0), 1st panel point
(0).
Wind
Member design based on both MWFRS and C&C
`"WARNING— READ
—IMPORTANT'" FURNISH THIS C
a division of
any
face of tr
positions.
15'10"1 19' 22'B"3
6'10"1 3'1"15 3'8"3
I112X4 a3X(3 m3X4
E F G
29'8"
6'11"13
a5X8
H
;7fi�l @ 3X4
38'8"
7'10 8 ►
R
in
rn
i �KI 6(�)
Q P O N AA
=H0308 =3X10 =-3X4 =H0308-3X41112X4
3'10"1 T1"10 3'8"5 3' 7'8"12 1�
3, 15'101 22'11"11 26'8" 298" 1,3" 38'8"
1� '30'11"4
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.217 E 999 240
B 1523 / 703 / 900 1- / 222
18.0
Lu: NA Cs: NA
VERT(TL): 0.502 E .917 180
J 1523 / 703 1900 /- /-
18.0
Snow Duration: NA
HORZ(LL): 0.069 L - -
Wind reactions based on MWFRS
HORZ(fL): 0.159 L - -
B Min Big Width Req = 1.8
Code / Misc Criteria
Creep Factor. 1.5
J Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.582
Bearings B & J are a rigid surface.
h
TPI Std: 2007
Max BC CSI: 0,615
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.704
ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE, HS
VIEW Ver: 16.02.01D.0314.13
A - B 27 0 F - G
1896 -3010
B - C 1591 - 2682 G - H
1884 - 2991
C - D 1654 -2518 H - 1
1653 -2516
D - E 1896 - 3010 I - J
1590 - 2682
E- F 1896 - 3010 J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - S 2318 -1262 O - N
2212 -1184
S - R 2317 -1262 N - M
2212 -1184
R-Q 2211 -1154 M-L
2316 -1291
Q - P 2211 -1154 L - J
2318 -1291
�
P-O 3016 -16M
.7102.Maximum
Web Forces Per Ply (Ibs)
'
Webs Tens.Comp. Webs
Tens. Comp_
S - C 192 -29 G - O
316 -390
C - R 373 - 364 O - H
942 -561
41
V!
D - R 439 - 359 H - M
438 - 354
D - P 960 - 574 M -1
370 -369
v 4
10E-
P 313 -387 I- L
198 -31
P - G 96 -92
40 01 5ASS1FF 58 81,80 8B 7F48 00 99:2E25 F0
3tsRshecxa elatatalsp.dgnad alati4ry 7,tsas,s3 tAartirx.
�Ei�i., ttco�&7£�(ae,-e'ma. rJG�wna6��.asii
aa�sn8caatxr;�r ifc,
fftr",atedecag�saixf�h efir_� �c nvtccnx�d was" <mnl�d
as.e tF,e: +a.�� artiecetka4fstss�9e uw>„sE Ysa�stif� e�c a�zg��trar�.
ss�lns..
FOLLOW ALL NOTES ON THIS DRAWING!
ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS .
shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
safety practices prior to performing these functions. Installers shall provide temporary
hall have properly attached structural sheathing and bottom chord shall have a properly
t lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
position as shown above and on the Join f Details, unless noted otherwise. (Zefer to
Inc. shall not be responsible for any deviation from this drawing,any failure to build the
gshipping, installation and bracing of trusses.A seal on this drawing or cover pagesiona engineering responsibility solely_far the design shown. The suitability
Job Number: 136DC8135 Ply: 1 SEQN: 637344 / T10 / SPEC
4EAB Ana "D" LL OL /DR Horton 14EAB Ana "D" LL OL Qty:' 1 FROM: AH DRW:
Truss Label: A9 Wgt: 215.6 Ibs .. / ... 09/29/17
T10" 13'10" 16'8"29'B" 30'9"8 38W
T10" 6' 4'10" 5'6" 5'6" 1'1" T10"8
D=5X6
19: X4 =3X6==-4X10 1112X4 =3X10 =3X6 =3X4 102X4
1' T11"12 4'3"4 1'10" 4'11"12 5'4"4 2'6" 3' T8"12 1'
7'8"12 12' 13'10 18'9"12 24'2" 26'8" 29'8" 13 38'8"
30.114
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 Mean
C
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: h/2 to h
Spacing: 24.0 " C&C Dist a: 3.87 ft
Loc. from endwall: not in 9.00 ft
GCp!: 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 "'I3B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab
to face of chord with: Nails @ 8" oc, plus additional
nail clusters at: BRG.: (0), heel: (0), 1st panel point:
(0).
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA 'Ct: NA CAT: NP
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Sid: 2007
Rep Factors Used: Yes
FTIRT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in too Udefl U#
VERT(LL): 0.227 O 999 240
VERT(TL): 0.523 O 880 180
HORZ(LL): 0.072 K - -
HORZ(TL): 0.165 K -
Creep Factor: 1.5
Max TC CSI: 0.597
Max BC CSI: 0.538
Max Web CSI: 0.910
Mfg Specified Camber:
VIEW Ver: 16.02.01D.0314.13
40 015A88 FF 5B 81. BU BB 7F49 00 39 2t85 FB
stzk a4rtri:tcs3:tteci8 ul�uYs�stgxse$ .�ale�d 6y ra3xzm;vi rAnrtUr�s,
a�{F7., t%.o+C8:Fs3.(oer �i��atsshewrta+x�nga.544Axi
xs�hcriCcaiiersa�
tsdccpd{ass cd'rh3�ti x�+�tadve��ratl �d
,seed Ti^�:;r �.� xusiaenetaflertx�[�Ses�+3fe� �� ctsctrars�
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1522 / 695 / 910 / - / 320 18.0
1 1523 1698 / 904 / - / - / 8.0 .
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
I Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1889 - 2897
B - C
1603 - 2685
G - H
1693 - 2520
C - D
1433 -2158
H - 1
1623 -2682
D - E
1446 - 2130
1- J
27 0
E - F
1889 - 2897
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - R
2321 -1235
N - M
2193 -1202
R - Q
2318 -1235
M - L
2193 -1202
Q - P
2318 -1235
L -, K
2316 -1320
P - O
3070 -1724
K - 1
2319 -1320
O - N
3073 -1724
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
R - C
284 -13
F - N
263
- 324
C-P
384 -551
N-G
914
-581
D - P
1556 - 985
G - L
454
- 393
P - E
1144 -1665
L - H
408
-427
E-O
194 -2
H-K
229
-32
E - N
173 - 228
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
gwire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by 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 sheathing and bottom chord shall have a properly
l7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B1D,
le. ADDTv plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
of
TPI 1; or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
IJob Number: 136DCS135 Ply: 2
TEARruss AdaLab"D"A L OL /DR Horton 14EAB Aria "D" L OL I W9 196.0 Ibs I FROM: GM 6 ! T29 /HIPS I DRW:/ 09/29/17 I
7'
1 13'4"10
19'4"
25'3"6
31'8"
7'
+
6'4"10 +
5'11"6
}
5'11"6
6'4"10
=3X4
=5X6
==3X4
===5X8
12
Ca 5X8
D
E
F
G
T 6 p
0
4X6(A2) B
� A
P
O N
M
L K
J
112X4
=3X6=4X6
=3XB
=4X6=3X6
112X4
1'
7'1"12
4'10"4 1'1"�
6'2"14
6'2"14
11'1"Z
4'10"4
7'112
12' 13'1 2
19'4"
25'6"14
3T
T
T
��Hm4X(3(A2)
7'1"12 1'
387
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 Udell U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.369 E 999 240
B 3058 11391 1- / - / -
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.861 E 534 180
H 3058 / 1391 / - / - / -
18.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.089 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.209 J - -
B Min Brg Width Req = 1.8
0
Noffit:
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor. 1.5
H Min Brg Width Req = 1.8
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2014 RES
Max TC CSI: 0.769
Bearings B & H are a rigid surface.
9 9
Load Duration: 125
MWFRS Parallel Dist: 0 to
h/2
TPI Std: 2007
Max BC CSI: 0.728
Bearings B & H require a seat plate.
Spacing:,24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: No
Max Web CSI: 0.575
Loc. from endwall: NA
FTlRT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 16.02.01D.0314.13
A - B 13 -10 E - F
1974 -4412
Lumber
B - C 1364 - 3013 F - G
1778 - 3973
C - D 1778 -3973 G - H
1364 -3013
Value Set: 13B (Effective 6/1l2013)
D-E 1974 -4412 H-1
13 -10
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp, Chords
Tens. Comp.
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
B - P 2655 -1190 M - L
4024 -1811
P-0 2667 -1192 L-K
2667 -1192
Nailnote
O-N 2667 -1192 K-J
2667 -1192
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
;X
�v
N - M 4024 -1811 J - H
2655 -1190
Bot Chord: 1 Row @12.00" o.c.
Webs 1 Row 4"
" "s
Maximum Web Forces Per Ply (Ibs)
: @ o.c.
Use equal spacing between rows and stagger nails.
q P 9 99
Webs Tens.Comp. Webs
Tens. Comp.
in each row to avoid splitting.
..
':
C - P 307 -42 M - F
463 -190
Loa#1 di
C - N 1510 - 677 F - L
408 623
supports 7-0-0 jacks with no webs.
P PP d
- `
', '.
N - D 408 -623 L - G
D - M 453 -190 J - G
1510 -677
307 -42
Wind
TA
�. ,
E - M 264 -331
Wind loads and reactions based on MWFRS.
, , ,
40015438FF5881BOBB7F4800992ESSFB
�tatr laansttsa.rae� - gncd's.�afad 5g➢AaaiRbarttri�.
�E�. t2c.�r7392(co ch��a�shmw�sasrdn��S3iA•a
as�tisentsud:..
£ tcd cuoxsaf6k pu AMA= =lad
grid tha VA>2 sxsk bo wdf?ed to m�dsttmr,�
cgw�k
"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 1�er 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 bracingq installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss arid position as shown above and on the Join f Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the 6u!iding Designer per ANSI1TPI 1 Sec.2.
For more information see this iob's general notes Daae and these web sides- ALPINE: www.aiDineU.com, TPI: www.toinst.om: SBCA www.sbcindustrv.com: IM www.iccsafe.oro
Job Number: 136DCS135 Ply: 1 SEQN: 637348 / T27 / SPEC
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty `1 FROM: AH DRW.
Truss Label: A11G Wgt: 200.2lbs .. / ... 09/29/17
13'10" 20'B" 26'0"4 31'8" 38'8"
7'to" fi' 6'10" 5-4"4 5'7"12 7'
D nlSxarR)
uw
=3X6("")
20'8"
68"
12'4"
�1+ T812 i�'I''I'l 71"8 + 54"4 t5j` 4'9"8 } 7'1"12 1�
T8"12 12' 13'10 20'11"8 26'3"12 2 ' "12 31'6"4"4 38'8"
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 fit
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: 3.87 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 "'I 3B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
All plates are 3X4 except as noted.
(••) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
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), 1st
panel point: (0).
Wind
Wind loads and reactions based on MWFRS_
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.027 P 999 240
Lu: NA Cs: NA
VERT(TL): 0.064 P 999 180
Snow Duration: NA
HORZ(LL): 0.015 J - -
HORZ(TL): 0.034 J - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.704
TPI Std: 2007
Max BC CSI: 0.520
Rep Factors Used: Yes
Max Web CSI: 0.577
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.02.01D.0314.13
WAVE
Special Loads
--(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC- From 56 plf at -1.00 to 56 plf at 7.81
TC- From 56 plf at 7.81 to 55 plf at 13.83
TC- From 56 plf at 13.83 to 56 plf at 20.67
TC- From 56 plf at 20.67 to 56 pit at 27.60
TC- From 28 pif at 27.60 to 28 plf at 31.67
Tf:- Frnm 56 nlf at 'Al 87 to .rig nlf at 'AQ F7
0
4
Vwe 7
lip
•,
.' STATE ;A"
40015A 38 ff 513 8180 8B 7F48 00 99 85 FS
z ssi rsf t l e �p �a ia%ibyWmxlbl r
(rs.. rre.arsz3�°sce,����,�u�a:,s�srrxa
as�saser�titasx:ass�fa.
ftmawd chi safthil dwua A=gotamsi ad ad_d-I.d.
am63t� s,,.AY Mut wedad.camy,& tram
C=iak
♦ Maximum Reactions (Ibs), or `=PLF
Loc R /U /Rw /Rh /RL /W
B 800 / 392 / - 1- ! - 18.0
M• 448 / 212 / - 1- / - / 68.0
H 808 / 398 ! - /- / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width,Req = 1.5
M Min Brg Width Req = -
H Min Brg Width Req = 1.5
Bearings B, M, & H are a rigid surface.
Bearings B & H require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
A - B 27 -20
E - F
303 -138
B-C 557 -1126
F-G
281 -100
C - D 297 - 577
G - H
555 -1145
D - E 301 -580
H -1
27 -20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - P 933 -434 M - L 69 -255
P - O 929 -436 L - K 972 -435
O - N 929 -436 K - J 972 -435
N - M 95 -230 J - H 943 -429
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
P-C
290
0
M-F
84
-140
C - N
271
- 579
F - L
376
- 508
D- N
244
0
L- G
641
-1439
N - E
761
- 343
J - G
724
-159
E - M
513
- 880
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherw!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 installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
of
,ivi i,ortorn
acceptance
any structure
failure to build the
g or cover page
vn. The sui ability
ry.com; ]CC: www.iccsafe,
Job Number: 136DCS136
Ply: 1
SEQN: 637352 / T16 / COMN
4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D"
L OL
Qty: 3
FROM: AH
DRW.
Truss Label: B1
Wgt: 141.4 Ibs
/ ... 09/29/17
T10°
13'10" 19'9"8
26'4'
T10"
6' 5'11"8 +
6'6"8 ;
M4X6(R)
12
6 p
0:5X6C E43X4
-
in
r•
F M3X4(R)
-3X4(A1) B
A
K J 1 HL
G
1112X4 -3X4 -3X8 -3X4
m2X6M
21'
S'4"
1' T8"12
4'3"4 1'to" 6'3"
6W
TS"12
12' 13'10- A --
26'4"
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA VERT(LL): 0.047 K 999 240
B 979 1451 / 599 / - / 274 / 8.0
BCLL:. 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.108 K 999 180
L 412 / 164 / 261 / 0 / 0 18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.017 F - -
M 661 / 314 / 345 /- / - / 8.0
Des Ld: 37.00
EXP: C
HORZ(TL): 0.040 F - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code I Misc Criteria Creep Factor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 5.0 sf
P
BldgCo
de: FBC 2014 RES Max TC CSI: 0.461
L Min Br Width, Re 1_5
9 q =
Load Duration: 1.25
MWFRS Parallel Dist: h/2
Max BC CSI: 0.573
to h TPI StdFa
M Min Brg Width Req = 1.5
Bearings B, L, &'M are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
ors U
Rep Factors Used: Yes Max Web CSI: 0.573
Bearings B, L, & M require a seat plate.
Loc. from endwall: not in
9.00 itFT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01D.03 44.13
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-B 27 0 D-E 641
-%9
Value Set: 13B (Effective 6/1/2013)
B - C 794 -1512 E - F 570
- 981
Top chord 2x4 SP #1
C - D 629 - 970
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "'I3B" uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
12
-424
Wind
, ,
K-J 1274 -637 H G 112
-101
Member design based on both MWFRS and C&C.
"'s'Jn-
J -1 1274 -637
s'
Maximum Web Forces Per Ply (Ibs)
'No 04,7182i ;
Webs Tens.Comp. Webs Tens. Comp.
:`
K C 285 E H 232
-353
.
- -15 -
C -1 394 - 575 H - F 774
- 377
'
D - 1 495 - 308 F - G 433
- 647
-
T `
I - E 232 -163
.'
0 FIN
40 01 -FF 50 S1 BU BB 4E 00 99 CE 3S FB
1':5sit linmaxrab�raaks.!¢r+sd aa�fmd 6y M «�:zail taartf
P£ (rl.. Ltc.�4TEEYj az� tit�Pa98 s(ttsWrt it}6Y� ' 3� a SHb>3.
3u'�aud,xeg��e�.:xt�x d��:•t;�r+n natccrt xantS iad
�sE #h�:d3 ¢a>scat a ns�tl�a�rN-.we a�y�c.trar�m.. .
xa�ias.
"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',
Component Safety Information, by TPI anc7'SBCA) for
shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oytherwise,top chord
attached rigid ceiling Locations shown for permanent
shall have properly attached structural sheathing and bottom chord shall
lateral restraint of webs shall have bracing installed per BCSI sections
have a propperly
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.
kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinggComponents Gro
truss in ANSIITPI 1, for handl%
p Inc, shall not be responsible for any deviation from this drawingq any failure to build the
installation bracing trusses.A seal this drawing or cover e_
conformance with or
listing this drawingg indicates acceptance of pro
and use of this drawing for any structure is the
shipping; and of on
engineering responsibility solely for the design shown.
responsibility of the Building Designer ANSIPfPI 1 Sec.2.
pa ,
The suitability
For more information see this'ob's generaI notes page and these
per
web sites: ALPINE: www.af ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.imsafe.orii
Job Number: 136DCS135 Ply: 1 SEQN: 696805 / T17 / GABL
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty. 1 FROM: AH DRW:
Truss Label: B1GB Wgt: 240.8 Ibs Page 1 of 2 / ... 09/29/17
6'4"8
13'10' + 213°9 1 264"
T5'8 T5'9 5'0°7
264'
1' , 6'2'12 L 774 _�_ T911
6'2°12 13'10" 217'1 26'4°
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 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 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
Plating Notes
All plates are 2X4 except as noted.
Tray Scab(s)
(1) 2x4x6-1-14 x SP #3 scab at left end. Attach scab
to face of chord with: Nails @ 8" oc, plus additional
nail clusters at: BRG_: (0), heel: (0), 1st panel point:
(0).
(1) 2x4x6-1-14 x SP 93 scab at right end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
3X4(R) I
1III
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
Pg' NA Cf NA CAT: NA PP Deflection in for- Udefi U# Loc R / U / Rw / Rh / RL / W
Pf. NA Ce: NA
VERT(LL): -0.064 U
940 240
B. 86 140 / 45 1- / 13
Lu: NA Cs: NA
VERT(TL): -0.076 U
786 180
BF 216 / 78 / 135 /- / -
Snow Duration: NA
HORZ(LL): 0.033 U
- -
Wind reactions based on MWFRS
HORZ(TL): 0.039 U
- -
B Min Brg Width Req = -
Code / Misc Criteria
Creep Factor. 1.5
BF Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.230
Bearings B & BF are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.163
Bearing BF requires a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.588
/ 256
18.0
FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
WAVE VIEW Ver: 15.01.01.0402.20
. 047182
W.
W.
�a
STATE OF
'1s " #
0"
ON. .
#oi
40 015A38FF 58 8180 BB 7F48 00 99 2E 85 FB
3mu 3tam'ha" bcm Mad saalad by /,4a—d martin",
E'F €= L 11.Ullnj"th.a dew Sham: aba-A udn6 a SM i
asttlscrr�caia.
FmtcdccpmaMh%dac�A= notcraai3&=d sTq..d and s 1.d
and flzsi74l acAemkalaaawda must Da stdf-,d m=ycd"Imnw k
cmylas..
Chords Tens.Comp.
Chords
Tens. Comp.
A-B
27
0
L-M
260
0
B-C,
30
-76
M-N
251
0
C-D
61
-23
N-O
233
0
D-E
104
-13
O-P
174
-24
E-F
146
-8
P-Q
125
-44
F - G
70
-66
Q - R
92
-66
G-H
77
-64
R-S
91
-75
H-1
86
-44
S-T
129
-72
1-1
134
-23
T-U
120
-94
J-K
183
-3
U-V
62
-133
K - L
243
0
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B -AK
169
-53
AD -AC
183
-58
AK-AJ
178
-56
AC -AB
96
-25
AJ-AI
181
-57
AB -AA
96
-25
AI-AH
183
-58
AA-Z
96
-25
AH-AG
183
-58
Z-Y
96
-25
AG-AF
183
-58
Y-X
191
-51
AF-AE
183
-58
X-W
25
-35
AE-AD
183
-68
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
AH- F
23
-61
AW-AX
254
-145
F -AL
187
- 71
AY -AZ
251
-144
AM -AN
193
-73
BA -BB
244
-141
AO -AP
195
-74
BC- S
250
-143
AQ-AR
201
-76
S-X
190
-92
AS -AT
189
-72
X -BD
119
-35
AT -AC
214
-79
BD -BE
118
-34
M -AC
0
-124
BE- V
100
-30
"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, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted o�herwise,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 bracing Installed per BCSI sections B3, B7 or 610,
e. A fply 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
I F'I 11or Tor n
acceptance
any structure
tis drawing,any failure to build the
on this drawing or cover page_ .
ie design shown. The suitability
Job Number: 136DCS135 IPly: 1 �SROM:AH
EQN: 696805 / T17 / GABL
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" ILL. OL Qty: 1 DRW:
Truss Label: B1GB I Wgt: 240.8 Ibs Page 2 of 2 ... / ... 09/29/17
AC -AU 261 -149 V - W 239 -172
AU -AV 248 -141
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-AK
165
-95
AU-N
64
-36
D -AJ
95
- 68
AWAB
251
-111
E -At
86
- 68
AW- O
215
- 90
H -AL
99
-77
AX-AA
105
-66
AG -AM
95
-75
AY- P
114
-71
1-AN
100
-72
AZ-Z
97
-63
AF-AO
100
-72
BA-Q
106
-71
J-AP
113
-71
BB-Y
41
-48
AE-AQ
103
-65
BG- R
33
-36
K-AR
215
-90
BD-T
21
-19
AD -AS
251
-111
BE-U
122
-51
L-AT
65
-36
40 015A38,FF 5B 81 BO BB 7F48 00 91.2E 85 F€6
1ti4srssfsaab�sclacflrcn:xg;:i�nmw: m��afadl3y Pettataritttzs�
qr6. t�.rats;•i axr ss��'� ttcxwrk vm g asx�s
act91en�aaa,sxx9a,
�a%srts+dx��xaald+x�;ar�er�tatz.:a�d' sa��ta
'ti^a�3�satiicnt'�a�€raazbcm�tba�edftisia�•xitmr� .
sx�lns:
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT** FURNISH THIS DR/'WING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Mire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI ana'SBCA) FOB safety practices prior to performing these functions. Installers shall provide temporar�r
BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
rid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810,
le. ADg plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to
a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIrfPI 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
s of this drawing for any structure is �e responsibility of the Building Designer per ANSIITPI 1 Sec.2.
infnnnatinn see this inh's neneml nntes nape anti these weh sites Al PINP wvmv_alnineitw_mm, TPI, www.toinstora' SBCk wwwsbcindustrv.com: ICC: www.iccsafe
Job Number: 136DCS135 Ply: 1, SEQN: 696780 / T1 / GABL I
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW.
Truss Label: C1GB WgF 43.4 Ibs .. / ... 09/29/17
4,2"
4'2"
1'6" -- + - 1'4"
(NP)
12
6 D
M C�ir)
N
2X4(A1)B
� A
4"3
E=4X4
8'4"
4�2"
F
I T
H=2X4(A1) Ni
Li
L K J
1'
8'4"
1'
8'4"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def[ICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
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: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.026 K 999 240
B 375 1173 / 251 / - / 118 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.030 K 999 180
H 375 / 173 1251 / - /- / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.012 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
FRCP. C
HORZ L -0.014 D - -
R )=
B Min B Width Re 1.5
� q
NCBCLL: 10.00
Mean Height: 15.00 ft
Code I Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 6.0
81dg Code: FBC 2014 RES
Max TC CSI: 0.187
Bearings B & H are a rigid surface.
Load Duration: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max Be CSI: 0.147
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CS 1: 0.058
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 Ver: 15.01.01.0402.20
A - B 27 0 E - F 573
-349
Lumber
B - C 499 -386 F - G 531
-368
C - D 530 - 368 G - H 500
- 386
Value Set: 13B (Effective 6/1/2013)
D - E 573 -349 H - I 27
0
Top chord 2x4 SP Al
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens_ Comp.
Lumber value set "13B"
uses design values
approved 1/30/2013 by
ALSC
B - N 316 -282 L- K 313
-272
N - M 316 - 276 K - J 315
-278
Plating Notes'
M
M - L 313 -272 J - H 316
-285
All plates are 2X4 except
as noted.
a� .a�
Wind.
:�
IN *a
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp_ Gables Tens. Comp.
Member design based on both MWFRS and C&C.
,.
".
*
C-N 91 -15 K-F 148
-36
Additional Notes.
D - M 148 -36 J - G 91
-15
E - L 152 - 237
See DWGS A160t5ENC101014 & GBLLETIN1014 for MM
gable wind bracing and other requirements.
STATE
40 01 SA38 FF 55 8180 fib 7F 48 00 98 2E 85 FB
%UItem hzsbtmoleztsrs. a" ti$riadmad waladbyMamse-lWfthaa;
PEM. tk..047152lmaka data shs w'eakaw win1;354A4,
sot3traCsca#ras usfa" -
i latad cwtesofa?ds docur awm flat cessk"Od sign i=ds alad
axaE th¢Sxfo2 sx�'endcaskmsssada es'nCfxa rauif3e:l «s arsyet«a'vr�
codes.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anc7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o"therwise,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 pates 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 trvsses.A seal on this drawing or cover page,
listing this drawing, indicates acceptance of professrona7l engineering responsibility solely for the design shown. The suitability
and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbdndu .com; IM www.iccsafe.org
Job Number: 136DCS135 I Ply: 1 1 SEQN: 696781 / T36 / COMN
4EAB Aria "D" LL OL [DR Horton 14EAB Aria "D" LL OL Qty: 2 FROM: AH DRW:
Truss Label: L01 Wgt: 37.8 Ibs .. / ... 09/29/17
5' 10,
5' 5'
C=4X4
T 12
6
M
N C7
�2X4(A1) B D=2X4(A1)
11 i
43 A E
F
1112X4
t
1�I 919"8 1 f
1-71' '�' I
5' S'
5' 10'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL 1 W
B 438 1202 / 286 1- / 134 / 3.5
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.008 F 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.014 F 999 180
D 438 / 202 / 286 /- /- / 3.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.005 F - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.006 F - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 1.5
D Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.219
Bearings B & D are a rigid surface.
9
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to
h/2
TPI Std: 2007
Max BC CSI: 0.215
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.083
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50
ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 0 C - D 367 -503
GCpi: 0.18
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
Wind Duration: 1.60
WAVE
B - C 366 -503 D - E 27 0
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
**WARNING** READ
**IMPORTANT** FURNISH THIS C
a division of ITW Buildingp�Components Gi
conformance with ANSIffPI 1, orfor han
this drawing indicates acceptance of
to of this drawing for any structure is
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-F 405 -191 F-D 405 -191
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 217 -32
4001 5A 38 FF5881BG3B7F480099.2EE5FB
r#�ECitetsihaa3�senml¢cY '.§�rra�aas3ladtxyf�rud Mart€n�s.
PE(Pf.. tPc-CttrfBt) as t4ia case shaveaafxr� a^.&�g a sxa�i
�tcd e�r�r dcrarae+siaaa ae�t ecniliasaad ��am� saaraa
arcs tisv.,sR Z .4fienGca9iaysuala nct6a vsdf ii.m=tdcamnk
czviws
FOLLOW ALL NOTES ON THIS DRAWINGI
ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
safety practices prior to performing these functions. Installers shall provide temporarryy
hall have properly attached structural sheathingp and bottom chord shall have a propperly
t lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
Inc. shall not be responsible for any deviation from this drawingq any failure to build the
shipping, installation and bracing of trusses.A seal on this dfawrng or cover page_
fessronal engineering responsibility solely_for the design shown. The suitability
Job Number: 136DCS135 Ply: 1 SEQN: 696803 / T35 / HIPS
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty:' 1 FROM: AH DRW:
09/29/17
Truss Label: L02 Wgt: 44.8 Ibs .. / ...
3' + 7' + 10,
3' 4' 3'
=4,C4
M
(V
III z-A.+ = )^-+
14 9,9„8 Al
ta
1 1 3T'12 3'6"12 I 3'3"8 ! 1,
16'8"8 r
3'1 "12 10,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
B 639 / 278 / - / - ! - / 3.5
TCDL: 7.00
Speed: 160 mph
PY NA Ce: NA
VERT(LL): 0.015 G 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.034 G 999 180
E 639 / 278 / - / - ! - 13.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.006 G - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ L 0.014 G - -
�)
B Min B Width Re 1.5
q
Code / Misc Criteria
CLLd: 10.00
NCBCLL: 00
Mean Height: 15.00 ft
g
CreepFactor. 1.5
E Min Brg Width Req = 1.5
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0202
Bearings B & E are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.234
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.068
Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
A - B 27 -20 D - E 395 -986
GCpi: 0.18
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
Wind Duration: 1.60
WAVE
B - C 394 -992 E - F 27 -20
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
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =125)
TC- From 56 pif at. -1.00 to 56 pif at
3.00
TC- From 28 pif at 3.00 to 28 pif at
7.00
TC- From 56 pif at 7.00 to 56 pif at
11.00
BC- From 4 plf at -1.00 to 4 pif at
0.00
BC- From 20 plf at 0.00 to 20 plf at
3.03
BC- From 10 plf at 3.03 to 10 plf at
6.97
BC- From 20 plf at 6.97 to 20 pif at
10.00
BC- From 4 pif at 10.00 to 4 pif at
11.00
TC- 96 lb Conc. Load at 3.03, 6.97
TC- 66 lb Conc. Load at 5.00
BC- 121 lb Conc. Load at 3.03, 6.97
BC- 52 lb Conc. Load at 5.00
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
NO 7"
AL
40 015438 FF 5B 81. B0 BB 7F48 00 99.2E 85 FB
Thu Item It= bema clerdrrssic jzegnad Mr saaladby WMO%Urtowx,
{tt.us.04TIMlc eh� asa hnvaatrrrs nsasstna
raritisarw»r.
Mated c" cfdl& dMUabeat M not Crnl➢ =d S%ned=d =ied
sr.d dr. -,2 autheatdcriieffissada nowt hesrrWW gar mydectrork
crrlas.
C - D 328 - 885
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp_ Chords Tens. Comp.
B - H 857 - 330 G - E 852 - 331
H - G 873 - 328
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 174 0 G-D 178 0
C-G 13 0
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted 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 bracingg installed per BCSI sections 63, B7 or B10,
as applicable. Apply plates to each face oftrussand 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 BuildinQgComponents 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 professlonat 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 ANSI1TPl 1 Sec.2.
For mnra information see this inh's neneml antes nave and these wen sites* ALPINE wavw_alnineftw cam, TP1, w tninst am, SBCA: www_sbcindusWmm: ICC' www1cesafe.om
14EAB Aria Label: L OL DR Horton /4EAB Aria "D" L OL I wgl 26.6 Ibs I FROM: AH 782 / T24 / EJAC I DRW;Truss 09/29/17
1
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 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/;
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Member design based on both MWFRS and C&C.
""IMPORTANT" FURNISH THIS
a division of ITW Buildin�LComponents
conformance with ANSI PI 1, or for h
this drawing indicates acceptance
;e of this drawing for any structure
C
12
6
_O
CM �
V'
=2X4(A1) B
D
7'
7'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL 1 W
PF NA Ce: NA
VERT(LL): NA
B 438 1178 / 370 / - / 202 16.0
Lu: NA Cs: NA
VERT(TL): NA
D 124 112 / 101 / - / - / 1.5
Snow Duration: NA
HORZ(LL): -0.015 D - -
C 160 / 125 / 78 /- /- / 1.5
HORZ(TL): 0.021 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.544
D Min Brg Width Req = -
to h TPI Std: 2007
Max BC CSI: 0.348
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
.50 ft FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 16.01.01.0402.20
Chords Tens.Comp. Chords Tens. Camp.
A-B 63 0 B-C 72 -148
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
40 01 SA38:EF 58 8180 8B 7F 48 00 99 2E 85 F8
r#Tsatna4whwafadfryMazax7Maftia
x"°F. (P,..tit.CSFEH2.I c41 �1a8Ya9A shawiaarma�as�igaSH�i
ar�ssn�xtasgmda.
cad cep�s�xrdd; dav�ataL � maacnmstdmed sfigs aad.«'iad
=d the SHA1k az'tillent4MWA cmla"�k W wdfbd M acydadmn€c ..
caylai..
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ty practices prior to performing these functions. installers shall provide temporary
have properly attached structural sheathing and bottom chord shall have a progpeny
!ral restraint of webs shall have bracing installed per SCSI sections B3, B7 or B10,
tion as shown above and on the Joint- Details, unless noted otherwise. kefer to
shall not be responsible for any deviation from this drawing,any failure to build the
ppin , installation and bracing of trusses.A seal on this drawing or cover page
tuna- engineering responsibility solely_for the design shown. The suitability
Job Number: 136DCS135 Ply: 1 SEQN: 696813 / T15 / EJAC
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL City: 10 IFROM:AH DRW.
Truss Label: E.17 Wgt: 23.8 lbs .. / ... 09/29/17
L
12
6
co
o
M
"v
2X4(A1) B
A
D
1 � 7'
7'
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 psi
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 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l313" 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)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.021 D -
HORZ(I2): 0.031 D -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSi: 0.496
TPI Std: 2007
Max BC CSI: 0.368
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
No 047102
e•
40 01 SA 38 t=F 5B 8180 813 7F48 00 99 2E85 FB
Thkkonkm Waal by Mare19 mart
e"f(m. toe. ds.I$2(ari rAa c�a3a Iwv�n aF gsSNAi
�'.ffif ettY,ta3a scsi¢.
i r�tvd c�5�a92fs do:rrst� mmnotcrani�rad :f�asi and scaled
mM the �3R 2 ssdhan6mfi s ude ru:atha vMfbd m=y datm ,
ccyias.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 336 1117 / 259 /- / 173 / 8.0
D 127 120 1101 / - /- / 1.5
C 171 /133 191 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
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
f Safety Information, bV TPI anc7'SBCA) fo'r 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 erly
,1id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
e._ Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer to
a division of
failure to build the
g or cover page m. The suitability,
any
Job Number: 136DCS135 Ply: 1 1 SEQN: 696819 / T9 / EJAC
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" L OL Qty: 5 FROM: AH DRW.
Truss label: EJ7S Wgt: 21.0 Ibs I .. / ... 09/29/17
B
0
T
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
EXP: C
Des Ld: 37.00 D
Des d::
Mean Height: 15.00 ft
.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 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l38" uses design values
approved 113012013 by ALSO
Wind
Member design based on both MWFRS and
7'
7'
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.024 C -
HORZ(TL): 0.034 C - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.505
TPI Sid: 2007
Max BC CSI: 0.373
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.20
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL 1W
A 270 179 / 188 ! - / 151 / 8.0
C 128 121 1104 / - / - / 1.5
B 174 / 135 / 95 1- / - / 1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
40 01 SA 38 FF 513 8180 BB 7F4E 00 99:2E 95 FB
Sick lremfras Grcenm{stlartxSsa Pz r%�ad and waled by Mass -1 martin",
r°'� (#L, tic.GiTt92(an rAxCatc itwr�n abate trfng a SNA•1
al'tti6CiU'`.[Ilt`w' rcd&
ax'atrd crpin aftffs dw.LCM A Wo notmal)and dgraatard scaiad
and the 5":.X«'i avlhentka4i�a tn�trxa.acrlftadan as�riertmr.�
cmias.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
re9quire extreme care in fabricatingg handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
3nen re Safety Information, fV TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted 0 erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or 610,
icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to
Is 160A-Z for standard plate positions.
a division of ITW Buildin Components Gr I up Inc, shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI�PI 1, or for dandling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _
this drawing indicates acceptance of profess{onat engineering respons{bility solely for the design shown. The suitability
re of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS135 Ply: 1 SEQN: 696785 / T23 / JACK
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty' I' FROM: AH DRW.
Truss Label: BJSA Wgt: 19.6 Ibs .. / ... 09/29/17
C
12
6
77
0
GV
LL-)
2X4(A1) B
t
M
fit'
A
2,4„ 5'
5'
Loading Criteria (psq
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
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 "l38" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi 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): 0.013 D - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.644
TPI Std: 2007
Max BC CSI: 0.171
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
No 047182 V.
. ,.
40 015A 38FF5881.B48137F4800992E85FB
Thu iaersatn8am ok s ddzAtaaiasfNt martaca
F£(,M. t9. M 1112E an 6&daU 9hovia abow WAS aSHdrR
FrwmdaW`oxzlchi� zimmmont aam mot cwrldwog*no e:aoj �=Iodr
an6 kiss u'11.0,< a02aeas 6 d Ok a=4e evC'Aha Vodfaed.M aerjdcstrarak
im
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 373 / 162 / 330 / - / 158 / 8.0
D 85 /13 177 /- /- /1.5
C 103 / 82 142 / - / - / 1.5
Wind reactions based on MWFRS
B . Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Camp.
A-B 63 0 B-C 46 -115
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
*`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anr7 SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610,
le. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
'i F9 i, or torn
acts tance
any structure
its drawing,any failure to build the
on this drawing or cover pa
ie design shown. The suitaebility
Job Number: 136DCS135 I Ply: 1 SEQN: 696811 / T12 / JACK
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" �L OL Qty: 4 FROM: AH DRW.
Truss Label: BJ5 Wgt: 16.8 Ibs / .. 09/29/17
C
12
6
M
O u7
C14 C7
CM
2X4(A1) B
A
1 �
5,
5'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TOLL: 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): -0.009 D - -
Des Ld: 37.00
EXP: C
HORZ(TL):-0.011 D - -
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor: 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.309
Load Duration: 1.25
MWFRS Parallel Dist: 0 to
h/2
TPI Std: 2007
Max BC CSI: 0.182
Spacing: 24.0 "
C&C Dist a: 3.00 ft
I
Rep Factors Used: Yes
Max Web CSI: 0.000 '
Loc. from endwall: not in
.50 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
1 VIEW Ver: 15.01.01.0402.20
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
NO 047102*
(A
40015 MFF5B81BO0B7F4800 99 2E85F8
rkaitw43 wladby Pisaewdmart .
trL. sec.a-sassz(as, tli��m�e �tiaw�aacm � a s#a
ax2hentica�eas=�Ha.
atudctbsz;a;2l�sdrsFas�aarr,-aca�� �as3scai�d
asab tl�..�. acrt9�entka:sas9a �ls:iY$a�t3r�A'YaS a�ys9eziran3: ...
sins:.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 f 96 1208 1- / 129 18.0
D 90 /13 /70 /- !- /1.5
C 119 /93 /62 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
a
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
A-B 27 0 B-C 53 -12D
Maximum Bot Chord Forces Per Ply (Ibs) I '
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
?wire 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) fo'r safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
KK.
ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, B7 or 10,
. ADDIV Dlates to each face of truss and position as shown above and on the Joint -Details. unless noted otherwise. i2efer to
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�fPI 1, or for handling shipping, installation and bracing of hvsses.A seal on this d9awmg or cover page,
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
information see this iob's aeneral notes oaae and these web sites: ALPINE: www.BlDineitw.com: TPI: www.toinst.om: SBCA: www.sbeindusttv.com: ]CC: www.iccsafe.
s
Job Number: 136DC3135 Ply: 1 E
ON
*
6967871 T28 / JACK
4EAB Aria "D" LL OL !DR Horton /4EAB Aria "D" LL OL City: 1 ' FROM: AH DRW:
Truss Label: BJ5B Wgt: 15.4 Ibs .. / ... 09/29/17
2X4(A'
T
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 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 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
5'
5'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.011 C
HORZ(TL): -0.013 C
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.319
TPI Sid: 2007
Max BC CSI: 0.187
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver. 15.01.01.0402.20
STATE OF
40 01 5A38 FF 58 8180 BB 7F48 00 992E S5 FB
Teak Item Ras ksary clearankINziglad am wiliad by M4=44 Martin",
FEf1. itc.�dTt92.! os1 @I¢ EaBr sittvnn atx � a SHA i
a�-ffii ccsfficas acaia.
Petted copids..dL%dw= * am not momwed mad mod=U
and tF.e°a'::az asentcatrwxda raut§aa 9fo-�i.csa az�tdactrark .
rrylas.
B
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL I
A 195 / 56 / 135 /- 1107 / 8.0
C 91 115 /74 /- /- 11.5
B 123 /96 /67 /- /- /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 55 -122
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bVv TPI and'SBCA) fo'r satPety 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 properly
,jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,.
Ile. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. hefer to
60A-Z for standard plate positions.
a division of
�i 111 1, or for n
acceptance
any structure
failure to build the
g or cover page
in. The suitability
1Job Number: 136DCS135 Ply:
4EAB Label: LL OL /DR Horton MEAB Aria "D" �L OL I Wqt 115.4 Ibs I FROM: AH 788 / T21 / JACK I DRWTruss; 09129/17 I
C
12
g cn
0
T
W(Al) B T tr
T CV
D
A
214"
31
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw 1 Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 324 / 157 / 309 / - 1115 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 44 / 25 157 / - / - 11.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.012 D - -
C 34 130 / 32 / - / - / 1.5
Des Ld: 37.00
EXP: C
L 0.014 D - -
HORZR )=
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Cree Factor. 1.5
P
B Min Brg Width Req = 1.5
Soffit' 2.00
TCDL: 4.2 psf
BCDL: 5.0 P sf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.938
D Min Br Width Re
9 q = -
Load Duration: 1.25
MWFRS Parallel Dist: 0
to h/2
TPI Std: 2007
Max BC CSI: 0.231
C Min Brg Width Req =
Bearing B a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
r
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp.
A - B 63 0 8 - C 15 -83
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "l3B"
uses design values
approved 1/3012013 by ALSC
B - D 0 0
Wind
Member design based on both MWFRS and C&C
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s
w
"
STME O v ,
40015A.38FF5158130BB7F4800992t 85FB
i9.ttltare ku bemtznd=kd by Uwvzi WrWioz
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mr *en*=bnrzda.
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asxd tiY25FA xu1hcndm1k =de Mwk be*mmtiffed on=Vdwtmrrr
c'spins...
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regwire extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attaches 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. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Grl up Inc shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TP11 Sec.2.
Job Number: 136DCS135 Ply: 1 SEQN: 696809 / T13 / JACK
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty:'5 FROM: AH DRW:
Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 09/29/17
C
T
M
O
In
�
r
2X4(A1) B
CV
T
A
D
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 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 "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefi U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.004 D - -
HORZ(TL): -0.004 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
TPI Sid: 2007
Max BC CSI: 0.072
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
47 M
e
. $TAT
40 015A S8 FF 56 8180813 7F48 00 99 2E SS F8
rt fit by rur=l martlnes
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au')cr'6M=nshe.
aYaaeed cs��.x�ixhsr, tlacrx-»�gaea eotccz-as�d nec ara� s�imd
�.@ S$c:adS ent'aa&se�smtaflc must' Ca nrsif°r�� uxt^r9ectrani: '
a*im.
A Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 193 / 76 / 162 / - / 86 18.0
D 51 /6 /41 /- /- /1.5
C 64 /51 130 1- 1- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require 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 7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 Join Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinccL�Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professtona7 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 ANSI/TPI 1 Sec.2.
For more information see this labs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA www.sbcindu .cam; ICC: www.iccsafe.erq
Job Number: 136DCS135 Ply: 1 SEQN: 696790 / T33/ EJAC
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 3 FROM: AH DRW:
Truss Label: EJ3L I Wgk 12.6 lbs / ... 09/29/17
C
12 T
U.)6
r
O
2X4(A1)B M
4" CV
A
D
1I'{�
3'
1 3'
Loading Criteria (psl) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi L/# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 190 / 75 / 160 / - / 86 / 3.5
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 / 7 / 42 i - / - / 1.5
BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): -0.004 D - - C 66 / 52 / 32 / - ! - / 1.5
Des Ld: 37.00 EXP: C HORZ(fL):-0.005 D - - Wind reactions based on MWFRS
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5
NCBCLL: 10.00 TCDL: 4.2 psf D Min Br Width Re
Soffit: 2.00 BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 9 q = - Load Duration: 125 MWFRS Parallel Dist: 0 o h12 TPI Std: 2007 Max BC CSI: 0.078 C Min Brg Width Req = -
P Spacing: 24.0 C&C Dist a: 3.00 ft
Re Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
"
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 VIEW Ver: 15.01.01.0402.20
Lumber A- B 27 0 B- C 29 -106
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1 Maximum Chord Forces Per Ply (Ibs)
Chords Tens.ns.Comp.
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values B - D 0 0
approved 1/30/2013 byALSC
Wind
Member design based on both MWFRS and C&C t..
Left cantilever is exposed to windMet
re
e
STATE OF
a
0� `�
op
WRAL
40 01 5A 39 FF 5581 BO BB 7F4800 992E 85 FB
This Itarn�haaYxm elce#t ajsE nzd ars5 ssaladtry FA20 1Mrtinez,
ttv.YRTEE2(M [5m ea3csfiawa'abcu w.$ng a SH&2
3A2ItiCfit3i7;3:194d�`C.
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raylui.
""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted ovherwise,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. Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Grl up 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 !professions engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility of the gulldIng Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes a e and these web sites: ALPINE: www.al ineKw.com; TPI: www. inst.o - SBCA: www.sbcindu .com' IM www.iocsafe.orq
Job Number: 136DCS135 Ply: 1 SEQN: 696807 / T14 / JACK
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty:, 6. FROM: AH DRW:
Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 09/29/17
4"3
_L
12
6 C
2X4(A1) B cry
o to
co
D
1'
J.
�-- 1 r
1'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL
/ W
B 150 / 77 / 145 / - / 42
18.0
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 11 110 / 18 / - / -
11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D - -
C -14 / 28 125 / - / -
/ 1.5
Des Ld: 37.00
EXP: C
HORZ L 0.001 D - -
R )-
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 tt
Creep Factor . 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
Load Duration: 1.25
BCDL:5.0 psf
MWFRS Parallel Dist: 0 to hl2
TPI Std: 2007
Max BC CSI: 0.015
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01,0402.20
Chords Tens.Comp. Chords
Tens. Camp.
Lumber
A-B 27 0 B-C
28 -19
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "l313"
uses design values
approved 1/30/2013 by ALSC
B - D 0 '0
Wind
Member design based on both MWFRS and C&C.
Yke
40 01 S 3e8 EF 5B 8180 BB7F4& 00 99 2E 85 FB
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e°5 (£L. tes.0�T355.#����ai7n 3Errwms�ng;a5NSg
asztiff ent�cats z,e.
?r�tcd eags�asai's tir�r;siasm ncvicr�'�* ed rye zqd s�s�
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mi.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anr7 SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or I
e. AppTy plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. t fer to
50A-Z for standard plate positions.
a division of
TPI 1; or far h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS135 Ply: 1 SEQN: 696792 / T34 / JACK
4EAB Aria "D" LL OL /DR Horton 14EAB Aria'V LL OL City: 4 FROM: AH DRW.
Truss Label: BJ1L I Wgt:11.2lbs / ... 09/29/17
12
6 C
2X4(A1) B C
F?) T
o LO
M
A �—
D
1I���
1'
1� 1�
Loading Criteria (psf)- Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL . / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 134 177 1143 / - / 42 / 3.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 13 19 / 18 /- / - 11.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D - - C 1 123 122 1- l - / 1.5
Des Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ(TL): 0.001 D - - Wind reactions based on MWFRS
9 Code / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5
NCBCLL: 10.00 TCDL: 4.2 psf D MiBWidth Re
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 nr 9 q = -
P C Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 t h/2 TPI Std: 20D7 Max BC CSI: 0.013
Re Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 it Rep
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver. 15.01.01.0402.20
Lumber A- B 25 0 B- C 20 -16
Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1 Chords Tens.Comp.
Bot chord 2x4 SP #1
Lumber value set "l3B" uses design values B - D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and CRC.
Left cantilever is exposed to wind
P
:lot
UATE OF
a
40 Ai 5A 38 FF 513 81BO 8B W48 00 99 2E95 FB
Pon- 4c.041.t IW OmdaftOwwa pbamwlkgamwa
tadart;siA#ds plDar
c a�aAcasiase9 atd acvi sal®d
ar.i2fs�.si�a�."«sSP,av�i�iaa4$:�sctsnema.r�mxrr8r3t�sf.s�sss9actmra� '
Vies.
**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
Col rieng Safety Information, bV TPI anr7'SBCA) toy safety practices pnor to performing these functions. Installers shall provide temporarryy
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 610,
as applicabgle. Apply plates to each face of truss a d 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 Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIit PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drrawing or cover p%e_ _
listing this drawingg indicates acceptance of pro essfonaf engineering responsibility solely for the design shown. The su" briity
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes pacie and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; ]CC: www.iccsafe.org
Job Number: 136DC3135 Ply: 1 SEQN: 696798 / T25 / HIP_ I
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 2 FROM: AH DRW.
Truss Label: CJ7 Wgt 42.0 Ibs .. / ... 09/29/17
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: 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: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac =125 / Plate Dur.Fac =1.25)
TC- From 0 plf at -1.41 to
55 plf at 0.00
TC- From 2 pif at 0.00 to
2 pif at 9.84
BC- From 0 pif at -1.41 to
4 plf at 0.00
BC- From 2 pif at 0.00 to
2 pif at 9.84
TC- -7 lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TC- 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.
6'3" + 9110"1
6'3" 3'7"
61"4 9'3"4 9'1
Snow Criteria (P9,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
9
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in too Udefl U#
Loc R / U 1 Rw / Rh / RL
VERT(LL): 0.015 G 999 240
B 330 1208 1- 1- / -
VERT(TL): 0.034 G 999 180
E 385 / 175 /- / 0 /0
HORZ(LL): 0.004 F - -
D 29 / 14 /- /- / -
HORZ(TL): 0.010 F - -
Wind reactions based on MWFRS
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Max TC CSI: 0.241
E Min Brg Width Req = -
Max BC CSI: 0.326
D • Min Brg Width Req = -
Max Web CSI: 0256
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Mfg Specified Camber:
/w
/ 10.6
11.5
11.5
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp_
A-B 14 -11 C-D 55 -72
B - C 330 - 650
40 015A:38 FF 56 81130 813 7F48 00 99 2E 95 FB
bests itamtaaa3acsxr ata a�ncdasra sr..aicd say idS:aiMartits�:s;
SE (ri.. tic:GB7.%B2tt;si thin ds26e stwwnatm vW�ng a SNP>i
xibi#eaac�asicas ez�e.
Watnd ccpkxxsf dz doeerma wo cotcmid&rad sfipvl=g smaiad
arithe 5.ac:.ttaentotiasoademsasi6evaaifcdras= deimnk
ra Im-
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 -290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 -47 C - F 345 -709
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme pre in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Safety Information, bV 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
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. ADDIV 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 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 handling shipping, installation and bracing of Uusses.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 thawing for any structure is the responsibility of the Building Designer per ANSI1TPi 1 Sec.2.
Job Number: 136DCS135
I
Ply: 1
SEQN: 696799 ! T261 HIP_
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D"
LL OL
Qty: 1
FROM: AH
DRW:
Truss Label: CJ7A
Wgt: 42.0 Ibs
/ ... 09/29/17
67 9110"1
r
67 I 37"
D
4.24 1212 y3X4 C
v
a�
C')
a
2X4(A1) B
1
4? A
Li
EE
1112GX4 =4X4
6'1"4 3'3"12 1 5"
6'1"4 9'5"1 Viopi
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 foe Udefl U#
LOG R / U i Rw / Rh / RL / W
B 303 1204 / - / - / - 110.6
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.013 G 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.032 G 999 180
E 353 1165 ! - / 0 ' / 0 11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 31 / 15 / - /- /- / 1.5
Des Ld: 37.00
EXP: C
HORZ L 0.009 F - -
�)
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 1.5
B Min B Width Re 1.5
q =
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0200
E Min Brg Width Req = -
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: D to
h/2
TPI Sid: 2007
Max BC CSI: 0.301
Bearing B a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ItRep
Factors Used: Yes
Max Web CSI: 0.233
Bearing B requires a seat plate.
Loc. from endwall: not in
9.00 ft
FTIRT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
NEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A - B 14 -11 C - D 51 -66
Value Set: 13B (Effective 6/1/2013)
B - C 316 -590
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens, Comp.
Lumber value set "'I3B" uses design values
approved 1/30/2013 by ALSC
B - G 550 -278 F - E 0 0
G - F 538 -276
Special Loads
-(Lumber Dur.Fac.=1.25/ Plate Dur.Fac =1.25)
TC- From 0 1.41 to 55 at 0.00
Maximum Web Forces Per PI Ibs
y (Ibs)
plf at plF
TC- From 2 pif at 0.00 to 2 pif at 9.84
. • - .� Webs Tens.Comp. Webs Tens. Comp-
BC- From 0 plf at 1.41 to 4 plf at 0.60
- G - C 271 -62 C - F 331 -645
BC- From 2 plf at 0.00 to 2 plf at 9.84
#
TC--7 lb Cone. Load at 1.41
TC- 99 lb Cone- Load at 4.24
ap
TC- 222 lb Conc. Load at 7.07
BC- 23 lb Conc. Load 1.41
ft
at
YZ.
BC- 96 lb Conc. Load at 4.24
BC- 174 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
4001SA38fF5BS B0BB 480O9g2 85F6
7'iskSnsrazhaa �c€seck�kt��roadam9:caledby rat rulart�u°s:
:�£s",�i..tCe.�T?:S2)anP?i�$siu3aaa �4reas�su�r�aSH#-.i .
as,tfl ent3caaaesa tc,�e.
fttazdcapwsad dr_.M=� MCA dApwd.,As lad
*'WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re re 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 c7 SBCA) for safety practices pnor to performing these functions. Installers shall provide tempera rryY
bracing per BCSI. Unless noted o herwise,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 B101
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.
l
Alpine, a division of ITW Buildingp Components Gro p Inc..shall not be responsible for any deviation from this drawing,any failure to build the
this drawing
truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page_ .
listing this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
this diawing for structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
and use of any
For more information see Ns job's general notes i3acle and these web sites: ALPINE: www.ai ineitw.00m; TPI: www. inst.o : SBCA www.sbdndu .com' ICC: www.iccsafe.org
Job Number: 136DCS135 Ply: 1 SEQN: 696800 / T37 / HIP_
4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 2 FROM: AH DRW.
Truss Label: CJ3L Wgt: 16.8 Ibs .. / ... 09/29/17
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 "
r7ti8
4'0"6
4'0"6
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 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
Lumber value set "13B" 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 -1.62 to
55 plf at
0.00
TC- From 2 plf at 0.00 to
2 plf at
4.03
BC- From 0 plf at -1.62 to
4 plf at
0.00
BC- From 2 plf at 0.00 to
2 pif at
4.03
TC- 2 lb Conc. Load at 1.27
BC- 26 lb Conc. Load at 1.27
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: N/
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in too L/defi L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.003 D - -
Creep Factor: 1.5
Max TC CSI: 0.057
Max BC CSI: 0.107
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver:15.01.01.0402.20
40 015A.38 FF 5B 81 BO BB 7F 48 00 99 2E 85 FB
3k.7t liam'hua Hxcrtaka/si red a+s9uatedby 31a7=Imarkmcr
PF
fFt. tte.Cd7F921 co Eha 3aia sta7wm ahmroat ung a 5HA.i
ms�fantxa.f�asw�a.
a°r'�tad ccpiarsc9t}� da�_aysrctt aam wattxstilecsaB sd�sraz� an+� r�,lad
ara6 tiffs �.A.k amtlsanf�` atvxa aGrda ms�t eanar3t3�Erse saysgect�mr3e
caylat.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 153 181 !- /- /- 14.2
D 69 /1 !- /- /- /1.5
C 30 /3 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 16 -12 B-C 12 -7
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) for safely practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to
60A-Z for standard plate positions.
a division of
nice with ANSI/ I HI 1, or for nanaling snipping, Installi
ring indicates acceptance of professional engine
s thawing for any structure is the responsibility of
see this job's general notes page and these web saes: ALPINE: m
failure to build the
g or cover page
in. The suitability
Job Number: 136DCS135
ILL
Ply: 1
SEQN: 696793 / T18 / VAL
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" OL
City: 1
FROM: GM
DRW.
Truss Label: V1 I
Wgt: 25.2 Ibs
/ ... 09/29/17
3'11"8 7111"
311 "8 311 "8
12 B=4X4
6
iv
=3X4(D1)=3X4(D1)
1
A c
E
D 1112X4
7'11"
3'11"8 i 3'11"8
3'11"B 7'11"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
E* 73 128 / 34 / - / 8 195.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.013 D 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.015 D 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category:11
Snow Duration: NA
HORZ(LL): 0.005 D - -
E Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): 0.006 D - -
Bearing E is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor: 1.5
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.141
Maximum To Chord Forces Per PI Ibs
P y ( )
Load Duration: 1.25
MWFRS Parallel Dist: h/2
to h
TPI Std: 2007
Max BC CSI: 0.121
Chords Tens.Comp. Chords Tens. Comp.
A - B 200 178 B - C 200 -178
Spacing: 24.0 "
C&C Dist a: 3.00 it
I
Rep Factors Used: Yes
Max Web CSI: 0.109
Loc. from endwall: not in 9.00
ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18 ,
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 16.01.01.0402.20
Wind Duration: 1.60'
WAVE
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A - D 234 -146 D - C 234 -146
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 91
Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs Tens.Comp.
Webs 2x4 SP #3
Lumber value set "13B" uses design values
B - D 366 - 309
approved 113012013 by ALSC
Wind
��1�
Member design based on both MWFRS and C&C.
��
Additional Notes
;i
See DWG VAL160101014 for valley details.
104718.2.
;a�0.
ow:.
:. TAT F
ro
VA
SERIAL*
40 01 SA38 FF 59 81.80 BB 7F 48 00 99 2E 85 F13
Thu itsmsirt�taxm[ela - x4gntd'=tsmaindby lAa "Marunrr,.
'P� (R, tit.C47Fe2! � �iOLin[C5[Waa@ aCmrffi w.�g a SiiA.S
enticrrt�m
2JitltIId tFi�"P�.1�[i�l RItY.GiCt:si a'ICeCGS's]Stiia'+dnt� � iiidtzeaii3d
ma6 tint eniY' .Ss�enikaS�cec�}a excs[�nmaritot ac�c9xtmfs6:
Ins.
—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, handling9' shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
SBCA) these functions. Installers temporarryY
Component Safety Information, byy TPI anr7 To'r safety practices prior to performing shall provide
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 610,
as applicable. Apply plate- to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Atpme, a division of ITW Buildingp Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the
Iin ANSIffPI 1, for handling installation bracing trusses.A this drawing or cover
conformance with or shipping, and of seal on page_ .
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is thP1 responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this "ob's eneral notes a and these web sites: ALPINE: www.al ineftw.com; tPi: www. inst.o ; SBCA www.sbcindu .com; IM www.ictsafe.o
Job Number: 136DCS135 Ply: 1 1 SEQN: 696794 / T11 / VAL I
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OIL Qty: 1 : FROM: GM DRW:
Truss Label: V2 Wgt: 16.6 Ibs I / ... 09/29/17
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: 15.0O 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
Lumber value set "136" 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.
1111"8 3'11" I
r 1'11"8 } 1111"8
12
6
B=3X4
3X4(D1) )=3X4(DC1)
A
3'11"
3'11"
3'11"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): -0.005 999 240
Lu: NA Cs: NA
VERT(TL): 0.007 999 180
Snow Duration: NA
HORZ(LL): 0.002 - -
HORZ(TL):-0.003 -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.057
TPI Std: 2007
Max BC CSI: 0.069
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.20
40 01SA38 FF 5891D0BB7F4900962E85F€t
riult ltem2.as cmtke3a ys ned'.wdscaledtry kLa0MAAatb'=.
PC{FL, bc.C471221 on thed=k aftaw at;amc ga SNA-1
as:th cnexateas ec�e.
ftwcdcoptnaftfia sipteand:salad
me cam7dwttanic•
avies.
♦ Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
D` 70 /22 /31 /- /6 /47.0
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 188 -162 B-C 188 -162
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 158 -148
"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) toy safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t
e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to
60A-Z for standard plate positions.
a division of
ivi 1,orrorn
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
Job Number: 136DCS135 Ply: 1 SEQN: 696795 / T31 / VT
4EAB Aria "D" LL OL /DR Horton MEAB Ana "D" LL OL Qty: 1 FROM: GM DRW:
Truss Label: MV1 Wgt: 21.0 Ibs / ... 09/29/17
1112X4B
12
-6
v
w
CV
(D1)
A3XJFJ
Lit t
1112X6
66"
5'6"
5'6"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1 W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA D' 74 130 / 53 / - / 19 / 66.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 C D Min Brg Width Req = -
EXP: C
Des Ld: 37.00 HORZ(TL):-0.017 C - - Bearing D is a rigid surface.
Mean Height: 15.00 It Code / Misc Criteria Cree Factor. 1.5
NCBCLL: 10.00 TCDL: 4.2 psf p
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.294 Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.223 Chords Tens.Comp.
Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.183 A - B 44 -109
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp.
Lumber
A-C 180 -19
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Webs Tens.Comp.
Lumber value set "'I 3B" uses design values B - C 221 -128
approved 1/30/2013 by ALSC
Wind '� ���•
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.a ,
Additional Notes°
See DWG VAL160101014 for valley details.
;.
v#
•
SERIALA
40015A3EFP5081BO8137F4800992E95FB
rhUlie mhubem elearadaSy s ed'ardueafadbyrAaxszlMartines,
?£ (Rt. tec,�dTffr2f ctf tirxc�ata::shawn arm ring a 3H&+Y
a�hari�abanLLY.{a,
PrbtadcuRinofahladosczsrsamnot crosl&sodsf andsuFd
grad tkc 3:.�.3aa,Zfiantaattava cads nut ba rrrtf°cl anasydattraak .
�los.
"WARNING— READ AND; FOLLOW ALL NOTES ON THIS DRAWING!
"'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricafinp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, b 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 810,
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 Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of pprotesstona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is fhe�' responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's ceneral notes paqe and these web sites: ALPINE: www.al ineft w.com: TPI: www. inst.o ; SBCA www.sbcindu .com- IM www.iccsafe.o
Job Number: 136DCS135 Ply: 1 SEQN- 6967961 T30 / VAL
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: GM DRW:
Truss Label: MV2 Wgt: 14.0 Ibs .. / ... 09/29/17
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2-00
BCDL: 5-0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 41
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.
a
-- B
1112X4
3'11 "8 -I
3'11"8
3'11 "8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.006 C -
HORZ(TL):-0.007 C -
Code I Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.160
TPI Std: 2007
Max BC CSI: 0.122
Rep Factors Used: Yes
Max Web CSI: 0.094
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.01.0402.20
Ili STATE. OF
10
40 01 5A 38 FF58 8180 013 7F48-00 99 2E 85 FB
II1^,it itamhas ecn a�rt�o�°s%a�Tpz ,acd'wd saaiadby Masucd Marttanct
PE (1. u<<rarval as tfladataOvum abo- u..AngasNdd
auks casesaa'.,aa code.
Frbotedtopi sa<lthkdacat zu pot cxnyeldwed:ipnadandsalad
and iMzas'rr&«I asMrent tat(c�s coda nsaE4aaarif dm=ydecttank
cz�iax..
1
1
♦ Maximum Reactions (Ibs), or •=PLF
Loc R I /Rw /Rh /RL /W
D• 73 116 / 51 /- / 12 147.5
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 33 -77
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 144 -14
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C. 161 -90
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire 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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
id ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Appiy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (Refer to
50A-Z for standard plate positions.
7PI 1; or for h
acceptance
any structure
for any deviation from this drawing,any failure to build the
acing of trusses.A seal on this drawing or cover page
3onsibility solely for the design shown. The suitability
iq Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS135 Ply: 1 SEQN: 696797 / T22 / VAL
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: GM DRW:
Truss Label: MV3 I Wgt: 11.2 Ibs / ... 09/29/17
12
6 B
3X4(D1) .
A T -
= _
D717;�71C
1'11 "8
1'11 "8
1111,18
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI 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# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.013 B 999 240 D• 75 / 12 / 47 / - / 9 123.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.016 B 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 B - - D Min Brg Width Req = -
EXP: C
Des Ld: 37.00 HORZ(TL): -0.007 B - - Bearing D is a rigid surface.
Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 1.5
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.042 Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.078 Chords Tens.Comp.
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0 -21
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: 15.01.01.0402.20 Chords Tens.Comp.
Lumber
A-C 62 -6
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l3B" uses design values
approved 1/30/2013 byALSC
Wind � j.
Member design based on both MWFRS and C&C.
Additional Notes '�,��°' � a "�� ^�
See DWG VAL160101014 for valley details.
r
OW
e
TE OF
TA
14,
v"
40 015A38 FF 5B 88 B0 BB 7f 48 00 99 2E 85 FB
TtttitamivaskcE4sak ssr+csizarsaealnd6yc3kfarcmcz,
�(n.. tic.�3dta2(caf��v22ashawaaJaa�u^.�ngs5f3A-1
arih cntica.Ucas sn�a
wbtndccp�= ofdikdffita=a nrrnotcsx§itd"med ss�sse+sad zeaind
=d tt�5A-1 addcoAdMd=¢adc nut W.-nrif�d M aagrd"IMnk
rcyins_
"WARNING'" READ ANDI FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handlin f shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anct'SBCA) +or 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 propper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or t
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, fWefer 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 drawing, indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the 'responsibility of the Building Designer per ANSIITPI I Sec.2.
For more information see this IoUs general notes page and these web sites: ALPINE: www.ai ineilw.com; TPI: www. into ; SBCA: wwwsbcindu .com; IM www.iccsafe.orq
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Flirt 120 nnh Wind Sneed. 15' Mean Helnht. Partially Enclosed. Exonsure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species I Grade
No
Braces
(1) lx4 'L' Brace It
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace Is
(2) 2x6 'L, Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
p r
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
9' 7'
12' 2'
12, 8'
14' 0'
14' 0'
S f- f
4113
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14, 0'
U
0
HFStandard
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' it,
9' 6'
10' 4'
it, 1'
14' 0'
14' 0'
_j
S(
#1
4' 0' 1
6' 8'
6' It, 1
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12, 9'
14' 0'
14' 0'
#2
3' 10,
6' 7'
6' 10,
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
1 14' 0'
�P
D r L
#3
3' 9'
5' 3'
5' 7'
6' It'
7' 5'
9' 2'
9' 7'
10, il'
Ill 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7'
6' II'
7' 5'
9' 2'
9' 7'
10' 11'
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
e' ill
9' B'
10' 4'
13' V
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10'
9' 3'
10, 7'
ill 0'
13, ill
14' 0'
14' 0'
14' 0'
:p
S P rr
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
101 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
lJ
Stud
4' 2'
7' 1'
7' 6'
e' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
H F
Standard
4' P'
6' 1'
6' 5'
8' 1'
8' 8'
10, 5'
10, 10,
12' 8'
13' 7'
14' 0'
14' 0'
0j
S P
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
Ill 1'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
it, 0'
13, it,
14' 0'
14' 0'
14' 0'
# 3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, ill
13' 4'
14' 0'
14' 0'
14' 0'
Q1
D F L
Stud
4' 4'
6' 5'
6' lo'
8' 6'
9' 1'
10' 6'
10, it'
13' 4'
14' 0'
14' 0'
14, 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10' 10,
it, 10,
12' 7'
14' 0'
14' 0'
#1 / #2
1 4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
1 14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
8' 2'
8' 5-
9' 8'
10' 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
u'
U
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
Ill 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
H F
Standard
1 4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
#1.
5' 1'
8' 5'
e' 8'
9' 11'
10' 3'
it, 9'
12, 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
02
4' 10,
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12, 1'
14' 0'
14' D'
14' 0'
14' 0'
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, i'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 9'
7' 4'
7' 10'
9' e'
10, 1'
Ill 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
.--I
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
1 12' 0'
1 13' 7'
1 14' 0'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hen -Fir
#1 / #2 lStandor2Q
#2 Stud
#3 Stud #3 Standnrd
to Ins Fir -Larch Southern Pinewww
#3 #3
Stud Stud
Standnrd Standard
Group Bi
Hen -Fir
#1 & Btr
#1
Dou Ins Flr-Larch Southern Plneeww
al #1
#21 #2
Ix4 Braces shot( be SRB (Stress -Rated Board).
*"For lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades,
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' Or outtookers
with 2' 0' overhang, or 12' plywood overhang.
A outj� Attach 'L' braces with 10d (0.128'x3,0' min) nails.
able Truss W For (1) 'L' bracer space malls at 2' ac.
In 18' entl zones and 4' oc. between zones.
)IQ)Kf`or C2> 'L' braces- space nails at 3' o,c.
Diagonal brace option, In 18' end zones and 6' o.c. between zones.
vertical length may be
doubled when dingonal 18 W 'L' bracing must be a minimum of 80% of web
brace Is used. Connect L I member length,
diagonal brace for 600# 'L' -fl-
at each end. Max web Brace Gable Vertical Plate Sizes
total length Is 14'. )I X Vertical Lennth No Alice
2x6 DF-L #2 or Less than 4' 0' 2X3
better diagonal r �- Greater than 4' 0', but I 3X4
Z less then Vertical length shown bracer single 8• Greater than1116.6' 4X4
In table above. I or double cut
45• (as shown) at L 1 t Refer to common truss deslgn for
upper end. peak, splice, and heel plates.
Connect diagona at h ontlnuous Bearing 1it1 //f� fi i notRefer to the ndtlressed byding thlsD detail, for conditions
midpoint of vertical web, Refer to chart above forgth.
w&VARM131sw READ AND FULL13V ALL NaTES-UN THIS DRA1NXg \ Q, \GE REF _ASCE7-10-GAB16015
wwDRTANTww F1RdlISN THIS DRAV4IG TD ALL (@(TRACTORS DCLUDM TIE V4TALLERS
DIp
Trusses require extreme care In fabricating, hamdUag,.shtppingr Instatesp and bracing Wert to and ? :C DATE 10/Ol/14
fc(lov the Infest ad, of 1(8utdn0 Component Safety Informatbn, by 11 and Ill for`.safety � � �"
practkas prior to perfornhg these functions. installers shill provide tanpornry bracing per BCSL
Unless noted otherrlse, top chord shall have property attached structural sheathing and bott6n chord _�; - DRWG A16015ENC101014
y shall have A properly attached rigid cel0ng. Locatlans sham For pernnnent lateral restrnlnt of webs
frll O shall have bracing Installed per SCSI sections 43, B7 ar 810, as applicable. Apply plates to each face
of
truss and position as shown above and on the Joint Details, unlec6 noted otherdse. 'lj� • nP
Refer to drnwvhgs I6OA-Z for standard plate positbns. w;00 4J f�
Alpine, a dvision of ITV BuBding components Group Inc, shall ,rot be responsible far any deviation fron
AN ITWCOMPANY this droving, any failure to build the truss In conformance wteh ANSI/TPI 1, or for handling, shipping, sa is �,�a\` MAX, TOT, LD, 60 PSF
Installation 6 bracing of trusses, a \\
A seat an this drawing or cover page Ilstirg this drawing, Indicates acceptance of professional
ergtrh *Q responsibility sdNy for the design shown The suftabelty and use of this drawing
13389 Lakefront Drive f o, any structure is �Information to this poem"ty of he bAdInera�l nd�rotes �page non these web sites s l hop r
Earth City, M083048 ALPINE, wevalpineitw.con) TPI- wwwApinst-91 SBCN wvv.cbdnductry.wgr IM wwwAccsafa4rg MAX, SPACING 24.0
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or. 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ors 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ors 120 moh Wind Soeed. 30' Mean Height, Partlallv Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade '
No
Braces
(1) Ix4 'L' Brace sI
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace s
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace r
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
n
#L / #2
3' B.
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13, 9'
14' 0'
U
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
B' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
ill 2'
11' it'
13' 7'
14' 0'
Q
Standard
3' 6'
4' 7•
4' il'
6' 2'
6' 7'
8' 4'
B' 11'
9' 8'
10' 4'
13' 1'
14' 0'
n%
#1
3' 10'
1 6' 4'
6' 7'
1 7' 6'
7' 9'
8' 11'
9' 3'
Ill 9'
12, 2'
13, 11'
14' 0'
—j
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' e'
8' 9'
9' 2'
IL' 7'
12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
t0' 10,
13' 8'
14' U'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10' 10'
13' 8'
14' 0'
Standnrd
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'
8' 5'
8' 9'
10, 1'
10' 6'
13, 3'
13, 9'
14' 0'
14' 0'
-P
lJ
S P F
H F
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' 8'
9' ill
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8' 4'
e' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' li'
10' 4'
It' t0'
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
e' 11'
10, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
S
#2
4' 2'
1 7' 2'
7' 5'
8' 5'
e' 9'
1 10111
101 6'
13, 31
13' 91
14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' li'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
00
D F L
1 Stud
4' V
5' Ill
6' 4'
7' 11'
8' 5'
10, 0'
t0' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10' 2'
Ill 0'
Ill 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10' 1'
it, 6'
14' 0'
14' 01
14' 0'
14' 0'
CS
S P F
#3
4' 5'
7. 7'
8' 1'
9' 2'
9' 6'
ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
()
u F
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
�l
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
Ill
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
e' 3'
9' 5'
9' 9'
ill 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
EOIl
Il' 6'
14' 0'
14' 0'
14' 0'
14,0'
#3
4' 6'6'
to-
7' 3'
9'1'9'
7'
11' 6'
14'. 0'
14' 0'
14' 0'
14' 0'
DFL
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
Il' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1'
6' 5'
e' 1'8'
7'
11' 5'
12, e'
13' 7'
1 14' 0'
14' 0'
Bracing Group Species and Grades -
Group Ai
S ruce-Pine-Fir Hen -Fir
#1 / #2 Standard #2 1 Stud
#3 1 Stud 1 1 03 Standard
Do u ins Fir -Larch Southern Plnewxs
#3 #3
Stud Stud
Standard Standard
Group Bs
Hen -Fir
#1 6 Bt
#1
Do u lay Fir -Larch Southern Plnesss
#t #t
#2 #2
Ix4 Braces shot( be SRB (Stress -Rated Board).
ssFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades..
Gable Truss Detall Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4. 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Sy^^ Attach 'L' braces with 10d (0.128'x3.0' min) nails.
About(
able Truss � )IE For (1) 'L• bracer space Halls at 2' o,c.
In 16' end zones and 4' C.C. between zones.
Diagonal brace option, )i()I;Far (2) 'L' braces space nails at 3' ac.
vertical Length may be T In 18' end zones and 6' o.c. between zones.
doubled when diagonal le, i# 'L' bracing must be a minimum of 80% of web
brace Is used. Connect L member length.
diagonal brace for 690#
at each end. Max web ( Brace Gable Vertical Plate -Sizes
total length Is 141. _ -�_g45*
-- - )K)Il-- - — - — - — - -—Vertical-L-en -Na-S lice— 2x6 DF-L #2 or Less than 4' 0' 2X4better diagonal r'" Greater than 4' 0', but 4X4
Vertical length shown brace) single 8, less thanIn table above. or double cut
(as shown) at L 1 + Refer to common truss design for
upper end, peak, splice, and heel plates.
ontlnuous Bearing Refer to the Building Designer, for conditions
Connect dlagono at t"Illilit) not addressed by this detail.
midpoint of vertical web. Refer to chart above for max giii rtlNGil length,
—WARlDN7 - READ MID FOUOV ALL NOTES ON I= DRAWDIGI ,,N It,
e LNPORTANT=s FURNISH THIS DRAVING TO ALL CONTRACTMS INCLUDING THE INSTALLER& REF ASCE7-10-GAB16030
Trusses require extreme care In Pabricatlno, handling, sHpphg, Inst.Ding and brackng. Refer to and Q` �G�iSj$� DATE 10/Ol/14
Folio. the latest ed+fon of BCSI (Bulking Component Safety Inforrotlon, by TPI and SBCA) for safety
practk¢s prior to performing these functions. Installers slap provide tenponry br cirng per Br
�`�
untess noted otherwise, top chord hatl have properly attached structural she.tNng and bottom chord No / � DRWG A16030ENC101014
�� shall have a property attached rigid ceftirg. Locations shorn For p¢rronent lateral restraint of webs = l/
shad have and
posi InstattOss per above
s¢nd m the
J or BID, ns appliesbtv.no Apply plates to each face
Q of trots and position 16C as shorn shave and on the Joint Detatc, Wliess noted otherwise. -
Refer to dwrint)s 766A-Z for standnrtl plate positions,
Alpine, a dlvisbn of ITV Dult� Components Group Inc shall not be responsible for any deviation from ATE OF
an
AN rrw(mMPANY this drawing, y failure to bn the truss In c—formnnce eft ANSI/TPI 1, or for handling, shipping. MAX. TOT. LD. 60 PSF
k)st.aatlon b bradtg of trusses. Q', ((, .
A seal on t1N! dr-Ina or cover page tistkg this dro.Yng, aWcates ncrsptnnxe of Fesslaeal
.n responsD KIty sgUiZ far the de shown. The suitabRlty and use of tht. d-.Img Q L td
13389 Laketroat Drive fare a<t r Is the respwnslbWity of the BO,*V Designer per ANSVTPI I S.e2. off �b
i
Earth City. M063045 ALPIN�,°",,,;�h;; ;r,�TP;e; psi,et'o.ni SLIM n:`ebse��st— athe"
ICQ wwwJl—f—ro °¢4fEf. � N4. _ae�s° MAX, SPACING 24,0'
'T
Relnfo
Memk
Go
Tr
Galole 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'
or 'T' brace required
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.
Example, 2X4
2X4 2X8
\ (+ 1 No 'L' or I I
brace required �.
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design.
vertical Length greater than Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required End Driven Nails,
10d Common (0448'x 3.1,min) Nails at 4' o.c. plus
(4) malls In the top and bottom chords.
Toenalled Nallsn
10d Common (0.148'x3',min) Toenails at 4' o.c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable DetalL Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A31030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Dr - End-nalt
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
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/ 'To Brace
Example,
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30
2x6
20
^
\V
IUI�\\ifl
ALPINE
AN rrWCOMPANY
13389 Lakehnl Drive
E&dClt,MO63M
avAa)mIam RFAB RM FELLQV ALL NOTES a TM BRAVPAi
.sn�rrTANr a fTRNISIi TNIs DRAVING To ALL tOi1RACi1RSstnli VICUJUM
Trusses require extreme care In fabricating, handling. and barn hSg&REofe t¢ and
follow the latest edition of BOSS a7Wldhp Component Safety information, by TPI and SEW for safety
pprnc as prior to performing these functions. Installers shalt provide tempo roryy brntlng per SCSL
Urntess noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
shot( have a properly attached rlggi ceNnp Loc¢tbns shown for permanent lateral restraint of webs
shot( have (noting ionInstalledss per above MCI on th Jl or DDID.et is applra roo Apply pintos to each face
of truss and position ¢s stem above and on the .bMi Betafls, unless mted otherwise.
Refer to drowwgs 16OA-Z for standard plate positions.
�� ding Components I W Inc shalt not be responsible for m deviation from
o a division of ITV Bad C pops �y
thin =►`tion any metre to bull the truss n conformance with ANSI/TPI 1. or for handlvg, shipping,
Installation 6 is dim of or
A seat on this drawing or cover po list6V this drawwg, Indicates acceptance of professional
wro►+ertg rwspasblit-r sorely for t r des�i shown. The suite busy and use of this uawag
fir ony straw o Is respomtlpty of aiding I 12nor per ANSr'm 1 Seca
For more information see this Job's genewl notes ppaage and these web altesn
ALPIND eww.atpineltr.cont TPI. wwetphat/rgi S,rT.' wwwsbc e1ry. Q1 ICCn wwwSccs¢fe,orp
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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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Valley Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP.#2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
xlK Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3,5') nails toe -nailed for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates.
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.126' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at cold -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced withl
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purlins at 24' o,c, or as otherwise specified on engineer's seated design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design,
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
2X4 4X4
12 3X4 Valle
12 Max, f Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley ❑ptional Hip
�-- B-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail
Valle
4X4 yToe-nailed /Valle
ws
I? G`�g1
SQO
20-0-0 (++)
Supporting trusses at 24' o,c, maximum spacing.
a
-VARNM- ecAn AND FDLLDV ALL NUM UN TM M'VAi°
-I*MTAtffo FTIRNISn THIS WAVING TO ALL CONTRACTORS I CLUJIM nE OLSTALLUM
.`� .��1- gvl�i r' ;y
f
TC LL 30
30
40PSF
REF VALLEY DETAIL
DATE 10/01/2014
Trusses require e.tr care to fabrkatlrq hondeng, shipp4,o, InsWUng and bradng. Refer to and
TPI SBCA) for
DL 20
15
7 PSF
follow the latest emuilman tlan of SCSI Otng Cponent Safety lnforaatian, by and safety
practkes Prior to perforntng these Functions. lnotdlers ehdll provide terga nry bracJrq per BCSL
, tt�
.� `
'
Un1 s noted othe-[.., top chord shalt have properly attached truaturd heathing and bottan word
_ A4' �,�
BC DL 10
10
10 PSF
DRWG VAL160101014
r
d (� r0]�
shall have a properly attached NWWd eNtWit�. Locations shown far pernaneot [.tarot restroht of webs
shall have irac1r,a Installed per BCSI weetlons B3, B7 BIO, c applkabte. Apply p[.tee to each face
of true and podton a. awn abave and an the lani Baton., mesa no<ed akherelw.
_ 1#
B LL 0
0
0 PSF
I �1li—
AN MINCOMPAW
Refer to droaVW 160A-Z for st-lord plate po.M—
Alpine, a mvlslon of [TV BrLldinC Conponants Group Inc, shall not be responsible for an devlotlan fron
this dr-Tng my failure to butd the truss In c= ornance with ANSI/TPI 1, or for handurp,'Hw1r,91
-1 �T�T QE'
$`3
-
TflT. LD, 60
57PSF
55
Mstaltatkn L bradng of trusses.
A seal on this dm*g or cover pdge llsthg this drowing, kWcates a¢eptonce of professio-t
anoneeMq re ty solely for the design shown the suttabltq and use of tt,hi dra.ag
�' �,��a
i, R i (') w
UR.FAC.1.25/1.33
1.15
1.15
13389 Lakefront Drive
For my stnKturt Rho Ncporsm0.Ky of the BiirBp Becipner Per M6UIPI I Sect.
MID
, r� .:�
'�!.
SPACING
24.0'
EaMCIy.M063045
For nor. Infornatton see this ,lob's general notes page and these web sites,
ALPINE, wew.atolnelt..cont TPI. www.toh.torat SBCA, V—slad dustrY�org, IC6 www,kcsaFe,arg
f+�" ��
�t�! t�Ak a�`
/i,. lT.. %l At t! .hC v
TFFRF
m
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, Wind ➢L= 5.0 psf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Btdg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or, any other suitable anchorage to permanently restrain purtins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o,c. detall Is not applicable If cap supports additional toads such as cupola, steeple, chimney or drag strut loads,
stir Refer to Enolneer's sealed truss deslon drawina for oloovback and base truss specifications.
Detail A 1 Purlin
12
Up to 12 F
4' 2'
2'
Spacing = 24' o,c, or less
O.C. max
4'
1—Top Chord Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing in between,
Detail D , Purlin Spacing > 24' o,c,
Piggyback cap truss slant nailed to all top chord purlin
bracing with (2) 16d box nails (0.135'x3,51) and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box naps (0,128'x3') at 4' o.c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0,135'x3.5').
Up to 12
4'
Purli
24n o.ca max
Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at
Depth both ends, purlin spacing > 24' o,c.
Note. 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 Detalt A.
—VARNING— READ AND FGLLaW ALL NDTES a This DRAWING
ING THE TALLERS ���``
CL
■wI PIRTANTsw F'UdaSH THIS NAVING ALL CWTRACTDRS INCLtm INS
Trusses in febricatb,g, handling, installing and bractsg. Refer to and
require extreme care shipping,
follow the latest edltian of BCSI al11, Component safety Tnfornn1, by 11 and SBGT> for Safety
.� � 'L
C
�{j(s �d
prnctkas pNor top forming these functions. Instniters small provtdo tonpsrwyy brnd.9 per I'
Unless top hall have attached etructwal henSWng bottom ch
\ 1
noted other.Is., chord properly and
shall Move a properly attached rigid sham Far permanent restrolnt webs
I.B3,
N
Q
O
�O
F
sectionspl h
slat, have al p- installed per abo sections 83, J or Bea as applicable. Apply lee. to each Fnco
87 o Apply
of truss and a6 shown above npl W, the Joint Details, W1t66 mated OSherwibe.
AN
Ilih/C1CMR4NY
Refer to drowings 160A-Z for standard plate posltbn6.
drawings 6O
Alpine, n tlivlsbn of IT Bulld�ongg Conpononts Grouupp Inc, shall mat be responsible for anyy devlatl6n from
this droeing, failure to busd the truss In confarmsnce with ANSVTPI 1, or for handling, sWppin9,
..
% -0 Ark
0
any
Installation L brndng of trusses.
draebq asthg this dm l hdlcates
y
r`
A sent on this or cover page g, acceptance of professional
engl—myrespanffiRlty solely far the design slneru The sUtoblUty and use of this 6roeeng
ept
13389 Lakefront Drive
for nrry structu•e Is the responstbslty f the &&a" ➢es7gner• per ANSI/TPt 1 Sec P,
Earth City, MO 63045 Far more Informatlon see this Job s oeneral notes page and theca web sites, '
ALPINE, vw.aloinWtw.comi TPIi ewx.tobstorm SBCM ve.sbclndustry.orm ICG wvvJccsaFearg fi..
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails (0.135'x3,5')
and secure top chord with 2x4 #3 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.12810') at 4' o,c.
Attach purlin bracing to the flat top chord
using (a) 16d box naps (0.135'x3,5').
The top chord #3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trutox
plate attached with (8) 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'x1,375' nails. Note, Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trutox 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, Trutox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' (min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.c, with (8) 6d 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 Verticat Scabs
2x4-SP-F-#2,-full-chord-depth-scabs (each face)
Attach 2 8' o.c. with (6) 10d box nalts (0.12B'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 plggyback plate to each face
@ 8' o.c. Attach {eeth to pigmback at time of
nbrlcation. Attach to suppor ng truss with
(4) 0,120'x1,375' nails per face per ply,
Piggyback plates may be staggered 4' o.c. front
to back faces.
PACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
CLR Reinforcing
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired,
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative
Reinforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf.
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2.rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(3IE)
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
00 Center scab on wide face of web, Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforcement: or
L-Reinf,
Apply to either side of web narrow face,
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is
a minimum 80% of web
member length.
T-Reinf, L-Reinf.
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,01,min) nails
at 6' o,c. Reinforcing member Is a
minimum 80% of web member length.
Scab Reinf.
v
d jj no j�
■.INPORTMT � 'fwa+I THIS BMWING NO TO &L CONrOW ALL l°RAeMItS.c IS ON NCLUDING � INSTAU 13M
Trusses requW axtrene car¢ In fobrkating, hantliing, shipping, Instadlnq and bradng. R.fer to and
follow the latest etDtbn of 111 SBu1, Component Safety Information, by 11 and SBCA1 for saf¢ty
practkes prior to performing these functlons. installers shall provide temporary brndrg per BCSL
Unless rated otherwise, top chord shines hove property attached structurut sheatNrp and bottom chord
shin:( have a properly attached NOId eeliing. Locations shown for permanent intern( restroht of webs
shin(( have bradng Init.d d per III sections 23, 87 or 210, as ap kabte. Appty plates to each face
of truss: and poeltion as shown above and on the Joint petals, APwer noted atm<r.la¢.
Refer to drawings 160A-Z for standard plate positions
��%,,,"�EL sq ff''�,�
`� �` A/ �
r+ A�
I NSA �~e IBC
= 7�
TC ILL PSF
TC DL PSF
DL PSF
%C ILL PSF
REF CLR Subst.
DATE 10/01/14
DRWG BRCLBSUB1014
AN ITW COMPANY
Faith City. MO 63046
Atphe, a divWon of ITV BuUdhg components, Group Inc. shall not be respomsibie far any deviation from
this drnetno, nny fdlure 10 b,4d the truss In conformance with ANSVTPI 1, or for hnndl g, shtpp4g,
of trusses.
hat satlon 6 t .. bwlcntes acceptance of profesdarnl
A s¢nl on tHs J-awhp ar cover pings ltstbip tNs drawing,
e Nrq re sdely for the design shown. The sultnbNty ami use of this drowhg
for anyiructwe Is resPonsbAlLy of the BuAdng Oe�Jpner per ANSVTPI 1 See?-
far more Information see this Jobe general notes pope and these rob sites,,
ALPINE, ww.alntneitr.eonf TPl..w.tohstorol SBCN nsabelndusVv.ora ICP nwleesnfv erg
S
.� {�T
.n
J�h"v +'(�
} Fu+' [yi
`f7 f���
W. L�It)Arxr fi4vi�1 .atd
:--TOT, LD, PSF
DUR, FAC,
SPACING
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces May be Increased for Duration of Load
or web member,
This design is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed,
Contact the truss manufacturer for any repairs that do not
comply with this detail,
(B) = Damaged area, 12' max length of damaged section
U = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member length(s) = (2XL) + (B)
Scab member length (S) must be within the broken panel.
Nall into 2x4 members using two (2) rows at 4' o,c„ rows sta gered.
Nail Into 2x6 members using three (3) rows at 4' o,c„ rows s aggered.
Nail using 10d box or gun nails (0,128'x3', min) Into each side member,
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f,
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads.
s
L L
4' O C
Typical ~
Maximum Member Axiat Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12"
620#
635#
730#
800#
Web ❑nty
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42"
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
s
Wnimun
L Bistance
8
L
7
+ 10 + O + O + O L / \h
L Distance
St"
agger L
+ = Back Face 10d Box (0,128' x 3', min) Nailsl
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row taggered
Nail Spacing Detail "�"' L
+o VARNBIGi■■ READ AND FGLLGV ALL NOTES ON THIS DRAWDQ
s REF MEMBER REPAIR
nD�iTANTo fT1RHiSH THIS DRAVING TG ALL CDNTRACiIIILS INCLUDING TM BSTALLERS. + t`w rEA, j '``s
Trusses requW Xlb— re h fabric.". handteg chipping, InstalWg and brockv. Refer to and c �'lJ lY� y
follow the latest edtlon of SCSI CBuadrg Conp 11 Safety Informotlan, by 11 and SBCA) for safety �� �' /��;� DATE 10/Ol/14
pprr ctkes prior to performing these
ful haves. Installers a provide toy
hradng per BCSL � N m
lhless noted otherwse, top chord shall have property attad+ed structural sheathing and botson dlor DRWG REPCHRD1014
Q �O shall have o properly otta[hed d ceLLtrg, Locotlons sho■n for permanent lateral restraint of ebs
small have br=11 Installed per B S[ sections H3, B7 or BIO, as applicable. Apply plates to each face
,,all
and p�tesltlon as shown above and on the Jdnt Details, unless noted otherwise.
Refer to dwevgs 16DA-Z for sUndard plate positions. OF
Alpine, a dvlsion of [TV BWlding Components Group Inc. shall eat be responsible for any deviotbn from �i'3 A m
AN iTWCOMKW this drorhg any fafture to buM1d the truss h conformance wtth ANSVTPI !, or far hnndUng, sHpp4g, I " -
hsWIW<bn
A sent on this e!-atNp or rover page Ust4g tHs drns4g, Mcatrs accrptonoe oP professbrcl / f'1 °h
engiroer4g rsspma0l91ty solNY fer the design slam The sWtaWltY and vse of ttes drneing ♦��" ,(\�`@� pr`� \\\\
1338 CakefFo B3na5 for any ■fracture Lr the respl.. s ty oP S Bu0. ro �s �geAnnd these eb sites, fiY/fN�� „1tASPACING 24,0" MAX
For note In ±ornntlo-see this
n, o.0 ,b .� i..�e...,.. cnrn� ... ��..u.w�.�s.., �..,.� ire .�.. o-.�,.ea,..,. i/,....
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO� ILLER
EXISTING FILLER I
— SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
— USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
— USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS.
LOCATE VERTICALS AT 4'-0' ❑,C. MAX., OR SEE NEXT OPTION,
— IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX, PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW).
— OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' ❑.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 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
MnTP'n ON THIS SHEET
T USE THIS DETAIL FOR,
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
DS.IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME,
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
BER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE1 FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
SHOP APPLIED
— USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT
— IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIE➢
— PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS.
— CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REG,
— JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLE
— MAY USE A 12' LONG 7/16' PLYWOOD (❑R OSB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') @ 3' O,C, AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
— VERTICALS MAY BE JOINED BY (2> 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
— IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 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), ....
onlPearAN,b A RE"DRAND AV K T13°ALLA"CQNn =M9 D(STAu�Rs �.�`s`J�G�^ 1V1lj ;�id REF BC FILLER
Trusses require extreme core In fabrkatbg, hondanp, shipping, Instat(no and bracing. Refer to and (',EN ���� DATE 10/01/14
fdlo. the latest edition of SCSI Cguldbg Cchponent Safety Infornatton, y TPI and SBCA) for safety t�
pprrnn 09 prior to performing these functions Installers shag provkl. tenpcotraary bracing per BCSL
UHasc noted other.l.e, top chord shalt have properly attached structural sheothing and bottom N DRWG REPBCFIL1014
.Wk have a properly attached rloy ceNng. Locations sho.n For permanent lateral restrolnt of sobs
shall have o post ion ailed per a [sections the
Joint or B10,Det , unlessbno Apply plates to each face A —
of truss antl dng Inn as sham above and an tin. 17oBetoas, unless ie. A otharslse.
Refer to drawings 16OA-Z for standard plate posltions
Alpine, a dlvteion of ITV Buatllog Components Group Inc shall not be responsible far awry devletion froA S Ai E ()F
AN R\NCOMPANY this drawing, any failure to bUtd the truss In conformance with ANWTPI 1, or For handti44 shipping, ,9
Iftt.H.Von L bracing of trusses
A seat on thta drawing or over page Hsting thle dr-I g, Indicates acceptance of professional
ENIty sddy far the tlesign sham Tin. =Wtamlty awsl w,ee aP this dralnp : �� O F{ 1 4i
for onJ' Is the respowus6lltY of the "Ov Bocigrur per ANSI/iP1 1 S.cP.
E.dh Lakefront Odve For more InFornatlon ate this Job's general notes page and these eeb sites-
Earth City,M063045 ALPINE, sww.nleln,dts.eow, TPI, ww.tolnst.oeon SBCM rww.sbc,ntlustrv.orol ICQ sevJccsofe.org 14,.°f" NPllm tttt
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