HomeMy WebLinkAboutTRUSSRANEY COMPONENTS
Chet 19900 Independence Blvd.
Groveland, FI 34736
oxponei]IS, LIZ Phone: (352)429-9429 Fax: (352)429-7429
-Job Information. -
Address.-- -- - -- - --
CustomerName:
Creekside Lot 78
DR Horton
8449 Cobblestone Dr
Description:
City, State, Zip:
4EAB Aria "C"
Ft Pierce, FL
Cover Sheet
Order #
JOB # 136DCS078
Printed: Fri, Aug 25 2017
FOR Name and License Number:
ng r n oma
o on.
RoofLoads: 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
i
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 22 Total 22
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEONO
i
1 Al
"
Pages or sheets covered by this seal from: 1 thru 22 Total 22
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEONO
i
1 Al
2
AM
3
A2
4
A3
5 A4
6
A5
7
A6
8
A7
9 A8G
10
A9G
11
B1
12
B2GE
13 C1GE
14
Mvi
15
MV2
16
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17 EJ7
18
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19
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Page 1 of 1
RANEY COMPONENTS
aiw 19900 Independence Blvd.
Groveland, FI 34736
oniponenrs, EEC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS078
Printed: Tue, Aug 1 2017
Job Imormarion:
Address:
FOR Name and License Number:
ustomerName:
Creekside Lot 78
iR Horton
8449 Cobblestone Dr
ascription:
City, State, ZIP:
EAB Aria "C"
Port St Lucie, FL
oa ng r n oma tion.
Roof Loads.,
TC Live: TC Dead: BC Live: BC Dead:
Floor Loads:
TC Live: TC Dead: BC Live: BC Dead:
20
7
0
10
0
0
0
0
Bldg, Code: W/nd 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
22 Total 22
# DESCRIPTION SEQNO #
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
1 Al 2
AtA
3
A2
4
A3
5 A4 6
A5
7
A6
8
A7
9 ABG 10
A9G
11
B1
12
B2GE
13 C1GE 14
MV1
15
MV2
16
v1
17 ER 18
ERA
19
13J5
20
13J3
21 13J1 22
CH
Digitally signed by Manuel Martinez
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t �, • 0001484CFFSFE960000211F
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Page 1 of 1
Job Number: 136DCS078 Ply: 1 SEQN: 635713 / T8 / COMN
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 7 FROM: AH DRW:
Truss Label: Al Wgt: 221.2 Ibs / ... 08/01/17
1
T10" + 1447 h 19'4" + 24'3"9 30'10" 3818°
T10" 6'6"7 4'11°9 4'11"9 6'6°7 7'10°
12
6
0
05X6 C
=-4X6(A2) B
A
P
1112X4
T8"12 + 4'3°4
7'8"12 12'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C
Des Ld: 37.00 Mean Height: 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 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 #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" 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 (0.113W.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
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.
g3X4 D F43X4
(a) 5X6G
(a) (a) o
H=4X6(A2)
I
O N M L K J
=3X6 =3X4 =3X8 =3X4 =3X6 1112X4
2'0"15 _ 5'3°1 5'3°1 2'0"1 4'3"4 _1 T13"12 1'
1401 19'4° + 247"1 + 26'8"� 30'1"k 3&8"
)w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R ! U / Rw / Rh / RL ! W
B 1606 / 692 / 936 ! - / 433 / 8.0
NA Ce: NA
VERT(LL): 0.168 L 999 240
NA Cs: NA
VERT(TL): 0.367 L 999 180
H 1606 1692 / 936 ! - / - / 8.0
rw Duration: NA
HORZ(LL): 0.070 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.153 J - -
Creep Factor. 1.5
B Min Brg Width Req = 1.9
H Min Brg Width Req = 1.9
de / Misc Criteria
g Code: FBC 2014 RES
Max TC CSI: 0.615
Bearings B & H are a rigid surface_
Std: 2007
Max BC CSI: 0.548
Bearings B & H require a seat plate.
Factors Used: Yes
Max Web CSI: 0.616
RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
to Type(s):
VIEW Ver: 16.02.01D.0314.13
A-B 27 0 E-F 1083 -1835
B - C 1398 - 2866 F - G 1219 - 2327
EVE
C - D 1219 -2326 G - H 1399 -2867
D - E 1082 -1835 H -1 27 0
No 047162
tt
Ir
r
STATE OF.�)�
I4 a
40 01 SA38 FF 5B 81 SO BB 7F48 00 99 2E 85 FB
MbIto mhlbeamckdrua gs3nadzrOwale dbyLome!Kurt In".
PE (R. uc.071821 on the dace a SrAa
ud n
=6 the V
ccrA :
**WARNING** READ AND FOLLOW ALL
'"'IMPORTANT"' FURNISH THIS DRAWING TO ALL C
a division of
as
. not cxx�dmad 1�nrzf and zcxlad
MM be xadlW Maxrddecimnk
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - P
2484 -1085
M - L
1989 -774
P - O
2481 -1084
L - K
2482 -1092
O - N
2481 -1084
K - J
2482 -1092
N - M
1988 -750
J - H
2485 -1092
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P-C
289 -13
M-F
457 -710
C - N
3B8 - 565
F - L
476 - 204
N - D
475 - 204
L - G
388 - 565
D - M
457 - 709
G - J
289 -15
E - M
1320 -720
ON THIS DRAWINGI
:TORS INCLUDING THE INSTALLERS
bracing.. Refer to and follow the latest edition of BCSI (Building
o performing these functions. Installers shall provide temporary
:hed structural sheathing and bottom chord shall have a properly
,s shall have bracing installed per BCSI sections B3, B7 or B10,
ive and on the Join f Details, unless noted otherwise. (2efer to
isible for any deviation from this drawing,any failure to build the
and bracing of trusses.A seal on this drawing or cover page
1 responsibility solely_for the design shown. The suitability
any
Job Number: 136DCS078 Ply: 1 SEQN: 6357171 T22 / COMN
4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: AlA Wgt 257.6 Ibs / ... 08/01/17
{ 19'4" 24'3"8
1"5"12�
i T70" 14'4"8 1710"4 21'1"1 30'10" 38'8" _l
f T10' + 6'6"8 I 35"12 'I 1 g"1 I^ 6'6"8 + T10"
Fm5X6
112X4 =3X6 �5X10 16(4 112X4 t=5X10 =3X6 I!12X4
�1' T8°13 4'3"3 22"12 3'9"4 3' 3'S"4 2'2'12 4'3"4 7'8"12 1�
7'8°13 12' 14-2"1 18, 21. 24'5"4 26'8° 30'11"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: 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/2 to h
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 611/2013)
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
0
,6(A2)
Snow Criteria (Pg,Pf in PSF)
0efI1CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Loc R / U 1 Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.180 O 999 240
B 1523 1690 / 935 / - / 433
18.0
Lu: NA Cs: NA
VERT(iL): 0.416 O 999 180
J 1523 / 690 / 935 / - /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.092 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.213 L - -
B Min Brg 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: 0.834
FT/RT:20(0)110(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-I
1211 -2132
D - E 1337 -2330 1= J
1395 -2690
E- F 1372 -2263 J- K
27 0
SERIAL
40 015A38 FF 50 8180 BB 7F48 00 99 2E 85 FB
rtbltamhnlaecncledrm signed aaiaated by rAa nlMartin",
FE (RL. tic, 047111Dl en!?edabextiawn aiamvmwing a VA-1
actlr entica3ia�a cede.
t=mud topmalifik doscrarrt=cot cacmrecrad signed and seabd
and tfsc.'.V_A,1 be susfacd mamydtx m&..
=ios.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-U
2327 -1081
P-N
12 -6
U - T
2324 -1081
N - M
2324 -1090
T - S
2324 -1081
M - L
2324 -1090
S- R
12 - 5
L- J
2327 -1091
Q - O
1847 - 646
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
, Webs
Tens. Comp_
U - C
293 -12
F - O
962
-619
C - S
390 - 581
O - P
36
-2
S - D
247 -681
O - G
140
-44
S - Q
2129 - 871
O - H
509
- 227
D- Q
331 0
O- N
2190
- 920
E-Q
149 -42
H-N
312
-796
Q - R
45 -2
N - I
391
- 582
Q - F
935 - 607
I - L
293
-15
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, hand!in shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an a 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
1id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
le. Apply plate. 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
ivi i,orrorn
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
Lfdesign shown. The suitability
SBCA:
Job Number: 136DCS078
4EAB Aria "C" /DR Horton MEAB Aria "C"
Truss Label: A2
T10"
T10"
12
6
a, 65X6 C
m4X6(A2) B
� A
P
112X4
�' 7'8"12 4'3"
7'8"12 12'
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: 11
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 to h
Spacing: 24.0 " C&C Dist a: 3.87 It
Loc. from endwall: not in 9.00 it
GCpi: 0.1 S
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ B" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1 st
panel point: (0).
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.
6357111 T7 /SPEC
DRW:
Wgt 221.2Ibs I FROM: AH I /
14'4"7 19' 24'3"9 30'10° 3818"
6'67 4'7"9 5'3"9 6'6"7 7110"
=5X6 E
03X4 D Ft�i3X4
(a) Z4 5G6
(a) (a)
T
08/01/17
0
K6(A2)
I
O N M L K
J
=3X6 =3X4 =3X8 =3X4 =3X6
1112X4
2'0"1 10'6"2 2'0"1
4'3"4 7'8"12
11
14'0"1 247"1 26'8"
30'11"4 38'8"
Snow Criteria (Pg,Pt in PSF)
DefIICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.168 L 999 240
B 1606 / 684 1934 1- / 427
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.367 L 999 180
H 1606 / 684 / 934 /- /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.070 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.153 J - -
B Min Brg Width Req = 1.9
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.9
Bldg Code: FBC 2014 RES
Max TC CSI: 0.615
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.548
Bearings B & H require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.616
Ff/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
VIEW Ver: 16.02.0113.0314.13
A- B 27 0 E - F
1061 -1835
B - C 1379 - 2866 F - G
1199 - 2326
C - D 1199 - 2326 G - H
1379 - 2867
D-E 1061 -1835 H-1
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - P 2484 -1066 M - L
1989 - 759
P - O 2481 -1066 L - K
2482 -1077
t)�
O - N 2481 -1066 K - J
2482 -1077
' raaertt�
��v��
N - M 1988 -731 J - H
2485 -1077
Maximum Web Forces Per Ply (Ibs)
N 71$ �
Webs Tens.Comp.Webs
Tens. Comp.
At
P - C 289 -13 M - F
463 - 709
R e
C - N 388 - 565 F - L
476 -204
low
,mot,M
N-D 475 -204 L-G
389 -565
»
*STATE OF �
D - M 463 - 708 G - J
M E 1319
289 -15
- -724
4001SA38FF568160SS7F4800992E95F6
Wt itembaa bern n{cttteatt }x�nad arAscaladby Moroni Martina,
2E (FLI Lk. o4nezi c:rt Me date shawa abaw [ring a VA-1
"taxi ct�UtsDrtisfs dtxrxr..sot acre not ccatsi�rad d�c:: aad sralad
=4 tF� �+iii;Aat�rentkatiancale not to rrrifed.rat my clectrank
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALLICONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 JoinfDetails, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall notlbe 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 proressionqj engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's aeneral notes Dam and these web sites: ALPINE: www.aiDineftw.com: TPI: wwwApinstorq: SBCA www.sbcindustmoom: IM www.iccsafe.or_q
Job Number: 136DCS078 Ply, ,1 SEQN: 635709 / T6 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A3 Wgt: 236.6 Ibs .. / ... 08/01/17
T10" 14'2"12 1T 21'8" 24'5"4 30'10" 38'8"
r 7'10° + 6'4%2 2'9"4 4'8" f' 2'9°4 + 6'4"12 7'10"
M
b
Eo
1 =4X6
n55X6 �-5X6
E F
192X4 m3X6 m4X10 m3X4 m4X10 m3X6 t12X4
7'8"13 4'3"3 2'2"12 5'1"4 5'1°4 2'2"12 4'3"3 18 3 l�
7'8"13 12' 14'2°1 19'4" 24'54 26'8° 30'11"3 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: 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: h/2 to h
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 "13B"
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.
Snow Criteria (Pg,Pf In PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc L/defi U#
Pf: NA Ce: NA
VERT(LL): 0.164 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.355 G 999 180
Snow Duration: NA
HORZ(LL): 0.070 K - -
HORZ(TL): 0.152 K
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.617
TPI Std: 2007
Max BC CSI: 0.555
Rep Factors Used: Yes
Max Web CSI: 0.773
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
Wind No 047182
e.
Member design based on both MWFRS and C&C. �
4 w
' STATE OF :AUZw
a
l
SERIAL a0:
40 015A 38 FF 58 8180 8B 7F48-00 99 2E 85 FB
ik if Itain'has Examafeda�sir {sS ncd znlluaW by f.Urxx1Mtarttnoz,
n (FL, tic. W-1821 on thedase shown above mtng a SMA3
af�ltartlsatrs�lc.
mudcoplasa tfd5dmuremwonotcmudmodVdnadandsalad
and tip WfA.�1 asdhcotStat3oas code not bo wAfiwd rn anydoctront
cCiaf..
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1626 / 694 / 940 1- / 385 / 8.0
1 1626 1694 / 940 /- / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.9
1 Min Big Width Req = 1.9
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
1417 -2316
B - C
1467 - 2911
G - H
1282 - 2362
C - D
1282 - 2361
H - I
1467 - 2912
D-E
1417 -2315
I-J
27 0
E - F
1140 -1832
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - Q 2524 -1149 N - M 18W - 699
Q - P 2521 -1149 M - L 2522 -1178
P - O 2521 -1149 L - K 2522 -1178
O - N 1800 -677 K -1 2525 -1178
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
D - O
283 -256
M -G
283
-256
O - E
749 - 502
M - H
391
- 573
E - N
270 -196
H - K
292
-15
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporal
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10,
le. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to
60A-Z far standard plate positions.
a division of
any structure is
lis drawin any failure to build the
on this drawing or cover page
ie design shown. The suitability
i
Job Number: 136DCS078 I Ply: 1 SEQN: 635707 / T5 / HIPS
4EAB Aria "C" /DR Horton 14EAB Aria "C" City: 2 FROM: AH FDRW:
Truss Label: A4 Wgt 239.4 Ibs 1 ... 08/01/17
7'10" I 147121151 19'4" 23'8" 4'�',10 30'10" 38'8" i
T10" 6'4"12 9"4'4" + 4'4" °70 6'4"6 + T10"
�5X6 102X4 =5X6
E F G
012X4 D H 192X4
12
8 5X6
m 05X6C I I
0
�o
=4X6(a )B I J=4K6(A2)
R Q P O N M L
912X4 I =-3X6 =3X8 =3X8 =3X8 =3X6 1112X4
7'8"12 4'3°4 2'2"12 5'1"4 5'1"10 22"6 4'3"4 7'8"12 1�
T8"12 12'I 14'2"1 19'4" 24'5"10 26'8" 30'1"k 38'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSi Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 B 1612 / 696 /938 / - / 345 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.357 F 999 180. J 1613 / 697 1938 / - / - 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.153 L - - B Min Big Width Req = 1.9
NCBCLL: 10.00
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 J Min Brg Width Req = 1.9
TCDL: 4.psf Bearings B & J are a rigid surface.
MWFRS Parallel Dist: h/2 to h
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TIC CSI: 0.612 g g
Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.554 Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.624
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 F - G 1270 -2048
Lumber B - C 1497 -2882 G - H 1465 -2279
Value Set: 13B (Effective 611/2013) C - D 1313 -2332 H - I 1314 -2335
D - E 1465 -2276 I - J 1497 -2882
Top chord 2x4 SP #1 E - F 1270 -2048 J - K 27 0
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "138" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp_"
i1) B - R 2498 -1184 O - N 1933 -820
Loading: R - Q 2495 -1184 N - M 2496 -1213
Truss passed check for 20 psf additional bottom �`. Q - P 2495 -1184 M - L 2496 -1213
chord live load in areas with 42"-high x 24"-wide P - O 1933 -792 L - J 2499 -1213"
clearance.44,
4i�
Wind ° Maximum Web Forces Per PI Ibs
'e' 0 M 1 Webs Tens.Comp. Webs ( Tens. Comp.
Member design based on both MWFRS and C&C. -0
R-C 291 -13 O-G 260 -171
1W C - P 393 -572 G - N 709 -542
STATE F D - P 710 -231 N - H 391 -230
571
� � P-E 710 -545 N-I 391 -571
F ®� E-O 259 -171 1-L 291 -15
Flo %",$"'� F-O 210 -232
ONN
11"11111to
SERA" k
40 15A 38 FF 5B 8160 8B 71748 00 99 2E 85 FB
This Item hsa ratermidwaled by Md tl Marttaes,
?E (A{ uc.rA711121 ce the date show%abaaa using a sma'i
aL'the LYait3`1'Y=dr:.
ftbm copmsaf thh d�:mcrama not czms3strrad slgnxsf and waled
and ti�.5f.,ipS authentuaSieautcxde en�tba xreNfawlen amydtttt%r�k
caylas_I
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALLICONTRACTORS INCLUDING THE INSTALLERS
rrusses require extreme care in fabricating,handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
.,omponent Safety Information, b TPI anr7SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
gracing per BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. fkefer to
irawings 160A-Z for standard plate positions.
,'!pine, a division of ITW Buildin Components Group Inc. shall notlbe responsible for any deviation from this drawincl any failure to build the
russ in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusseS.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Bu!Iding Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS078 Ply; 1 SEQN: 635705 / T4 / HIPS
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A5 Wgt: 215.6 Ibs / ... 08/01/17
T10"9 13' 19'4" 30'9"7 38'8"
t• T10"9 + 5'1"7 r 6'4" 1 6'4" r 51"7 r 7'10"9 J
°'sxs 102X4
1112X4 m4X6=3X4 =3X8 m3X4m4X6 ' 1112X4
7'8"13 4'3"3 1' 6'4" 6"" 1' 4'3"3 7'8"13 1
7.8"13 12' 13 19'4" 25'8" 26' " 30'11"3 38'8"
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 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/2 to h
Spacing: 24.0 "
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 "13B" 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.
M
;6(A2)
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.176 E 999 240
B 1616 /699 / 931 / - / 304
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.383 E 999 180
H 1616 / 699 1931 / - /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.071 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.154 J - -
B Min Brg Width Req = 1.9
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.9
Bldg Code: FBC 2014 RES
Max TC CSI: 0.633
Bearings B & H are a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.513
Bearings B & H require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.412
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
VIEW Ver: 16.02.01D.0314.13
A - B 27 0 E - F
1435 -2373
B - C 1531 -2878 F - G
1387 -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 2491 -1213 K-J 2491 -1242
N - M 2103 - 920 J - H 2494 -1243
Maximum Web Forces Per Ply (Ibs)
*
s
No 047182
Webs
Tens.Comp.
Webs
Tens. Comp.
P - C
263 -14
M - F
388
- 236
C - N
369 -487
F - L
483
-224
�
D - N
482 - 225
L - G
368
-488
TAT
D-M
3W -2W
G-J
263
-16
,
E - M
301 - 376
40 01 5A 38 FF 513 81 BO 1313 7F 48 00 99 2E 85 FB
rkb rn Item h4i bocladrv4c Yy*wd and saalad imr by tAel Marttacs,
?i (7L. Lic.947192(an the data shown above u•-Ing a SNA•1
aisih atiiitatssee:rts cs.da.
gx'mtadc� staittdsdaaa� tr not =W&redApwdmdxalad
=6 tip &uA i auflentkaiian woe m=t b� axdfcd cn=7dectrank
camas.
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, bV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachM rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 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 BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI PI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. into ; SBCA' www.sbcfndu .com: ICC: www1ccsafe.ong
Job Number: 136DCS078
4EAB Aria "C" /DR Horton MEAB Aria "C"
Truss Label: A6
12
6
1'
0
in
=4X6(A2) B
�3 A
T10"8
T10"8
S
112X4
�
7'8"12
I I Wg1218.4 Ibs I FROM: AH 703 / T3 /HIPS I DRW.
Y
I
11' 16'6"1 19'4" 22'1°13 27'8° 30'9"8 38'B"
3-1"8 5'61 2'9"15 2'913 5'6"3 3'1"B 7'10"8
IM6X6 112X4 m5X6 112X4 m6X6
D E F G H
1t43X4
08/01/17
-K6(A2)
i
= X4�3X6 =— XB =-3OX8 =— X6M3X4 1112X4
3.3"4I 4-6"1 &7"12 i463 1'i 7'8"12 1'
11' 1 16'6°1 22'1"13 268° 27' ° 334 38B"
I H 3� O'11"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 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: 3.87 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 #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W
Pf NA Ce: NA VERT(LL): 0.173 F 999 240 B 1523 1701 / 918 / - / 263 / 8.0
Lu: NA Cs: NA VERT(TL): 0.399 F 999 180 J 1523 / 701 / 918 / - /- 18.0
Snow Duration: NA HORZ(LL): 0.065 L - - Wind reactions based on MWFRS
HORZ(TL): 0.149 L - - B Min Brg 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: 0.602 Bearings B & J are a rigid surface.
TPI Sid: 2007 Max BC CSI: 0.504 Bearings B & J require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.421
Ff/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Iftlate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver: 16.02.0113.0314.13 A - B 27 0 F - G 1604 -2475
B - C 1561 -2676 G - H 1604 -2475
C - D 1499 -2347 H - 1 1499 -2347
D - E 1604 -2475 I - J 1561 - 2676
E- F 1603 -2475 J- K 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp."
�# B - S 2312 -1238 O - N 2048 -1059
S - R 2309 -1238 N - M 2048 -1059
' R - Q 2047 -1029 M - L 2309 -1257
MAO
�o *� Q - P 2047 -1029 L - J 2312 -1267
�f P - O 2493 -1298
047162
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
wo r
S - C
236 -19
F - O
88
-93
STATE
��Y_
C - R
D R
332 -417
397
G - O
O H
242
606
-279
�
ap
�T
-
-258
-
-379
as w
�•®
D - P
606 -379
H - M
397
-258
Mv4
E-P
P - F
241 -279
88 -94
M-1
I - L
331
235
-416
-21
asp
jai 10
40 015A38 FF 5B 8180 BB 7F48 00 99 2E &5 FB
Thulte'nhutacn ake.�f Apae v%d saalad by FAAdel Lizatnes,
PE(A,ux.=71821 on the data stwwa gybe trznga SKA-1
atzdien43CirFinade.
amtad�opilorihisdocr am mot randAraddyadandaaabd
and tMe, sSA.I authen[kaRis�seode enusl f:a trariHed wt seydacttat3c
caylaz I
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component q Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing mslailed per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shaft not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIq Pi 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover ptajge_
listing this drawing indicates acceptance of pro esstonal engineering responsibility solely for the design shown. The su' brirty
and use of this drawing for any structure is the responsibilitg1of the Building Designer per ANSI/TPI 1 Sec.2.
0 '
Job Number: 136DCS078 Ply: 1 SEQN: 6357011 T2 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" 'Qty- 2 FROM: AH DRW:
Truss Label: A7 Wgt: 214.2 Ibs / ... 06/01/17
7'8"12 9' 14'3"12 19'4" 24'4"4 29'8" 0'1 "4 388"
T8"12 1'3- 5'3"12 5'0"4 5'0"4 5'3"12 13" 7'8"12
11
0
v
=4X6
.5X6 m3X4 m5X6 =3X4 =5X6
D E F G H
R Q P O N M L
-3X4 =3X6 =-3X4 =3X8 =3X4 =3X6 =3X4
7'10"8 4'1"8 2'0"4 5'3"12 5'3"12 2'0"4 41°8 7'10°8 1�
710"8 12 14'0"4 19'4" 247"12 26'8" 30'9"8 38'8"
11
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udeft U#
Loc R / U / Rw / Rh / RL / W
B 1523 / 703 / 900 / - / 222 18.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.222 F 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.513 F 898 180
J 1523 / 703 / 900 / - /- 18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.070 L - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ L 0.160 L -
�)
B Min Br Width Re 1.8
g q
Code I Misc Criteria
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
g
Creep Factor. 1.5
p
J Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.556
Bearings B & J are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.559
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 It
Rep Factors Used: Yes
Max Web CSI: 0.478
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp,
GCpi: 0.18
Plate Type(s):
VIEW Ver: 16.02.01D.0314.13
A - B 27 D F - G 1927 -3075
Wind Duration: 1.60
WAVE
B - C
1593 -2686
G - H
1802 -2842
Lumber
C - D
1758 -2638
H - 1
1758 -2638
Value Set: 13B (Effective 6/112013)
D - E
1802 -2842
I - J
1593 -2686
Top chord 2x4 SP #1
E - F
1927 -3075
J - K
27 0
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Maximum Bot Chord Forces Per
Ply (Ibs)
Lumber value set "1313" uses design values
Chords
Tens.Comp.
Chords
Tens. Comp.
approved 1/30/2013 by ALSC
B - R
2323 -1266
O - N
2873 -1554
Wind
R-Q
2187-1142
N-M
2187 -1172
Member design based on both MWFRS and C&C.
ems
Q - P
P - O
2187 -1142
2873 -1543
M - L
L - J
2187 -1172
2323 -1295
Maximum
Web Forces
Per Ply (Ibs)
.
Webs Tens.Comp. Webs Tens. Comp.
C - R
400 - 328
O - G
273
-155
�v
R - D
D-P
491 -422
883 -527
G - N
N-H
355
883
-484
-527
STATE OF
P - E
355 -484
H - L
491
-422
sx
�' `�
E - O
F - O
273 -155
198 -265
L - I
400
- 328
40 015/LS8 FF 50 BI BO BB 7F48 00 99 2E R5 FB
xE,ititatri Y�s�ca,akt�ps�,ttad�s,:caiaa6}r raaanes ACa.ctaer
sEiR. tit.K&ri32tan �acgaw mhcxan atre� sr.8ng a SNA 3
Sitti�t3G7ttG81�mu'fe-
rir,nde pinartha: dm=wAam mot amulAwad s�na�mnJ=Ia d
axed tism EMszli`icar23catiwaCod.er.,utismvcdf€dMZ=fd"I=k-
m'Z
""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,
handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVV TPI anc7SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryY
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted othervvise. (Refer to
draw!ngs 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 handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this drawing,indicates acceptance of pro essiona engineer!ng 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.
Fnr more inrnnnatinn see this inh's naneral nntes nave and these weh sftes- ALPINE_ www.aloineitw.com: TPI: www.tDlnstem: SBCA: www.sbdndusW.com: ICC: www.iccsafe.ora
0
Job Number: 136DCS078 I Ply: 1 SEQN: 635721 / T10 / SPEC
4EA6 Aria "C" /DR Horton /4EA6 Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: A8G �Wgt:22681bs / ... 08/01/17
2' 2
T 12'8" 17'6"4 19'4" 19"1 26' 31'8" 388"
7' 5't3° 4'10"4 1'9"1 4'10"4 h 5'8" I T
%6X8(R)
1113X4
a5X6 aBX8 =5X6
1113X4
1/16X8(R)
12
C
I D
TC2 E F G
H TC3
I
T 6p
0
T
CM
=4X6(AZ)B
I
�
Ja4X6(A2)�
1 A
K
S
R (P
P
113X4
=4X6
1114X6(R) 1114X6(R)
=6X8
113X4
1' T1"12
4'10"4� 8"
5'1"12 3'0"8
5'1"12 8"
4't0"4 7'1"12 1'
F T1"12
12' I 2
17'9"12 20'10"4
26' 6
31'6`4 38'B"
Loading Criteria (pso 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: 11
Des Ld: 37.00 EXP: C
Mean Height: 15.00 It
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.87 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP 91:
Bet 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.=1.25)
TC- From 56 pIf at -1.00 to 56 pif at 7.00
TC- From 28 pif at 7.00 to 28 plf at 19.33
TC- From 56 pIf at 19.33 to 56 pif at 31.67
TC- From 56 pif at 31.67 to 56 plf at 39.67
BC- From 4 pif at -1.00 to 4 plf at 0.00
BC- From 20 pif at 0.00 to 20 pif at 7.03
BC- From 10 pif at 7.03 to 10 pif at 12.00
BC- From 10 pif at 12.00 to 10 pif at 19.06
BC- From 20 pif at 19.06 to 20 pIf at 26.67
BC- From 20 pif at 26.67 to 20 pif at 38.67
BC- From 4 pif at 38.67 to 4 pif at 39.67
TC- 200 Ib Conc. Load at 7.03
TC- 171 Ib Conc. Load at 9.06,11.06,13.06,15.06
17.06
TC- 174 lb Conc. Load at 19.06
BC- 513 lb Conc. Load at 7.03
BC- 127 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pf. NA Ce: NA VERT(LL): 0.080 S 999 240 B 1513 1747 /- /_ /_ / 8.0
Lu: NA Cs: NA VERT(TL): 0.188 S 999 180 O 2910 11365 / - / - / - / 8.0
Snow Duration: NA HORZ(LL): 0.024 P - - N 415 1134 / - 1- 1- / 8.0
HORZ(TL): 0.058 P J 401 1193 / - /- /- / 8.0
Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS
Bldg Code: FBC 2014 RES Max TC CSI: 0,528 B Min Brg Width Req = 1.8
TPI Sid: 2007 Max BC CSI: 0.734 O Min Brg Width Req = 3.4
Rep Factors Used: Yes Max Web CSI: 0.785 N Min Brg Width Req = 1.5
1 J Min Brg Width Req = 1.5
FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, O, N, & J are a rigid surface.
Mate Type(s): Bearings B, O, N, & J require a seat plate.
WAVE VIEW Ver: 16.02.01D.0314.13
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 -20 F - G 1348 -646
B - C 1346 - 2721 G - H 569 - 263
C - D 1070 -2170 H -1 569 -263
D - E 1068 - 2169 I - J 138 - 296 -
E - F 169 -365 J - K 27 -20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
+ � s �,o► B - S 23W -1147 O - N 610 -1294
o S- R 2396 -1154 N- M 258 -97
ire R - Q 2396 -1154 M - L 258 -97
Q - P 495 - 243 L - J 246 -103
P - O 219 -453
r.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-S 720 -158 F-O 1063 -2237
C - Q 101 -270 O - G 420 -769
OU
Q - E 2059 -1015 H - N 266 - 321
E - P 878 -1556 N - I 347 -798
SERIALA
40 15A38 FF 50 8! BO BB 7F48 00 99 2E &5 FB P - F 2025 -968 L - I 282 0
U194em'Ms/amsakdracicacj ned=11W31edby Uafmrl MAOIncs,
PE KI, ttc.r4rrs3.( an 0edata ahawn aim tr.ifig a SNA-a
nbtadcopksof"dam,.., A�notc W&=dsignatiandscaiad
and the SK49 3zt1hcnticWkn= de mmk U vwftd cn aWdattark
CmIall
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT*" FURNISH THIS DRAWING TO ALLICONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, bV TPI and 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 sheathinA and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise, kifer to
drawings 160A-Z for standard plate positions;
Alpine, a division of ITW Buildin�tLLComponents Group Inc. shall notl be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _
listing this drawingg indicates acceptance of 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 ANSl1TPI 1 Sec.2.
Job Number: 136DCS078 Ply: 1 SEQN: 635699 / T191 HIPS
4EAB Aria "C" /DR Horton AEAB Aria "C" City: 1 FROM: AH DRW:
Truss Label: A9G Wgt 215.6 lbs 1 ... 08/01/17
7' 12'6'4 19'4" 26'1"12 31'B" 38'8"
T 5'6"4 6'9"12 6'9"12 5'6"4 7'
1112X4 e!W6 H0308 a6X12 mH0308 m5X6 1112X4
26'4"
1 Z4"
1' 215
'10"4 54" 1'9"1 5'4" 5'4" 11'9"15'4" _L 6'10"4 _I_1'
6'10"4 + 12'2"4 + 14' 19'4" 24'8" zs5"1 31'912 38'8"
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.87 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W4, W6 2x4 SP #1:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 7" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #1 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): 0.154 D 999 240
Lu: NA Cs: NA
VERT(TL): 0.359 D 879 180
Snow Duration: NA
HORZ(LL): 0.044 M - -
HORZ(TL): 0.102 M -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.767
TPI Sid: 2007
Max BC CSI: 0.875
Rep Factors Used: No
Max Web CSI: 0.728
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.02.01D.0314.13
WAVE, HS
o 47
vpe d,.
STATE OF
SERIAL t
40 015A 38 FF 5B 81 BO 88 7F48 00 99 2E 85 FB
rSsltltamRzabcerr¢I¢ete ysiryn¢d an9:sal¢d by r.+awal Matti,-,
a" E.(FL. Lk. rAzuu1 on the dax thavin abc- n^.sig a SRJ61
Taat!lo@�7i3¢RY SL.d¢.
?r25tad ccpbtsafthk doa rmcntaaa not ccnddcre) zrgmd and sealad
atsd tFixS.s4sw3 asetltentJg8i�icod¢ ens:,t)Fc vcrJfs�d en aeydcetran�
cr�!os.
T_
K10(B3) `F
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL 1W
B 1764 /813 1- I- l- /8.0
Q 4124 11841 /- /- !- 18.0
H 228 / 127 / - / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 2.1
Q Min Brg Width Req = 4.9
H Min Brg Width Req = 1.5
Bearings B, Q, & H are a rigid surface.
Bearings B, Q, & H require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 - 20 E - F 875 -1944
B - C 1494 - 3272 F - G 1883 - 836
C - D 1506 - 3365 G - H 257 -151
D - E 875 -1944 H - 1 27 -20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B - P 2857 -1281 M - L 711 -1656
P - O 2832 -1276 L - K 711 -1656
O-N 3368 -1529 K-J 91 -191
N - M 3368 -1529 J - H 85 -164
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
P - C
611 -117
M - F
4036 -1778
C - O
640 - 276
F - K
1477 -2695
O - D
287 - 63
K - G
898 - 2040
D - M
733 -1596
G - J
664 -146
E - M
641 -792
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety. Information, by TPI and SBCA) fUrsa fety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly
gid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 810,
le. Apptplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
of
any
lis drawing any failure to build the
on this rrawing or cover page ie design shown. The suitability
I T
14EABTruss AriaLab"C"B/DR Horton AEAB Aria "C" I I Wat 93.8 Ibs I FROM: AH 724 / T18 / COMNI DRW./ 08/01/17
918" 12'11"8 18,
T3"8 + 3'3"8 5'o
D=5X6
12 03X4 C E �3X4
6
N �
F 3X4
C' 1113X10(E5)
m3X4(A1) B T
a3 A 1
K J I L H M
1112X4 m3X4 =3X8 1112X4
1, 6-2"12
6'2"12
12'8" 1
I 174 i 13'5"4
I 8' 9'8" 13'1"4
5'4" —�
4'10"12
18'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.036 F 999 240
B 617 1296 / 378 /- / 194 18.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): -0.042 F 999 180
L 442 / 154 / 303 / 0 / 0 / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.022 F - -
M 363 / 194 / 232 /- / - / 8.0
Des Ld: 37.00
EXP: C
HORZ L 0.026 F - -
R )�
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
ICode / Misc Criteria Creep Factor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.395
L Min Br Width Re 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.296
M Min Big Width Req = 1.5
Bearings B, L, & M are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.179
Bearings B, L, & M require a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18
Flate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01D.0314.13
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A- B 27 0 D- E 684 -445
Value Set: 13B (Effective 6/1/2013)
B - C 816 -804 E - F 602 -374
Top chord 2x4 SP #1
C - D 647 -452 F - G 614 -414
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Slider 2x8 SP #1: BLOCK
LENGTH = 1.500'
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
d
B - K 659 -656 I - H 612 -808
Wind
K-J 656 -655 H- G 299 -398
J I 656
Member design based
both MWFRS C&C.��
sx�cv
- -655
on and
" $ P`"
Maximum Web Forces Per Ply (Ibs)
.
w°
NO 047102
Webs Tens.Comp. Webs Tens. Comp.
g ?
K - C 234 -44 I - E 228 -136
AWC
-1 495 - 420 E - H 332 - 312
D -1 225 -392
OF
STATE
40 01i 5A 38 FF 50 81 BO BB 7F 48 00 99 2E 85 FB
T£k Itarlh sE.c eladratkaDpipcd madwatad by rAan lMartin",
PE(FL. Ltt.GKTiBil asftirccatC shae+n iha'rec ustag a 5HA•1
authcnur,,a.tian e.
srSaend c�i�mrtfv5 doe�azvst arm not candd�ed ssgnr3and."led
xad ihrx �.Ari autriandia7BaR ca�a nusEhawaxif�en �, dectrook
C=im
"WARNING- READ AND FOLLOW ALLINOTES ON THIS DRAWING!
"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen Safety Information, bV TPI an SBCA) foi saffeety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 810,
icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
)s 160A-Z for standard plate positions.
a division of ITW Building Components Group Inc. shall not b I responsible for any deviation from this drawing,any failure to build the
conformance with ANSIg Pl 1, or for handl!ngf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ -
this drawing, indicates acce tance of pro essionat_ engineering responsibility solely_for the design shown. The suitability
any structure is
Job Number: 136DCS078 Ply: 1 SEQN: 704579 / T17 / GABL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qtj: 1 FROM: AH DRW:
Truss Label: B2GE Wgt:119.0 Ibs I I / ... 08/01/17
4a
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 "
Va" + 19'4"
9.8" 9'8"
�-- 1'8" + 1'4" -�
(TYP)
• I a4X4
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: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
19'4"
19'4"
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): -0.033 S 999 240
Lu: NA Cs: NA
VERT(TL): 0.043 S 999 180
Snow Duration: NA
HORZ(LL): 0.023 M - -
HORZ(TL): 0.027 M -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.157
TPI Sid: 2007
Max BC CSI: 0.162
Rep Factors Used: Yes
Max Web CSI: 0.120
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.20
No 047162
�* 14 * z
Au w,1P
a
s
q y` +►
49111
40 01 5A 38 FF 56 81 BO BB 7F48 00 99 2E 85 FB
rlstt ltctnlrrs bens cktlradcah'ys%nad sag :salad 6y biasze¢t Marttnca,
PE[FL. Lira."71221 en the dateshown above v og a 5Haa1
scdsenr mOmccde.
Prtatcd ccpiazoltK% do:ce...er.ta riot cxms9esaad tkmtdanti waled
and the SY,MI authcot"N=cedemr k baxaesif,& m acydmtmrvc
ceyks.
♦ Maximum Reactions (Ibs), or "=PLF
Loc R /U /Rw /Rh /RL /W
B' 91 / 39 153 / - 116 1156
P' 168 191 /121 !- /- /24.0
Wind reactions based on MWFRS
B Min Brg Width Req = -
Q Min Brg Width Req = -
Bearings B & Q are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
1-1
384
-85
B-C
169 -190
J-K
341
-108
C - D
169 -171
K - L
233
- 56
D - E
205 -151
L - M
203
- 76
E _ F
252 -131
M - N
177
-99
F-G
300 -110
N-O
141
-121
G - H
351 - 89
O - P
37
- 80
H-1
401 -87
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AC
194 -182
W - V
65
-22
AC -AB
196 -183
V - U
64
-22
AB -AA
197 -185
U - T
64
-21
AA- Z
198 -185
T - S
64
-21
Z-Y
198 -186
S-R
65
-21
Y-X
199 -186
R-Q
66
-21
X-W
199 -187
Q-P
79
-14
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-AC
112
-55
V-J
145
-28
D -AB
107
- 75
U - K
282
-198
E-AA
99
-73
T-L
70
-31
F-Z
100
-73
S-M
66
-25
G-Y
154
-74
R-N
B6
-27
H - X
187
- 82
Q - O
323
-189
I - W
40
- 242
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—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
t Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY
BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
failure to build the
g or cover pa e_
rn. The sui bility
e
Ir
Job
4EAB Aria" C%DR Horton MEAB Aria "C" I I Qty: 1 .4 Ibs I FROM: AH 166 / T9 / GABL I DRW; 08/01l17 I
Truss Label: C1GE
47'
47
1'6" --+ - 1'4" --I
T(n'P) 12
M
10
N
=2X4(
T
41 3 A
1' -j
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
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: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENCID1014 & GBLLETIN1014 for
gable wind bracing and other requirements.
C
N M
E=4X4
F
8W
4-2"
H=2X4(A1)
I
L K J
8'4"
1' �{
8,4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U ! Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.026 K 999 240
B 375 / 173 / 251 I - 1 118
/ 8.0
Lu: NA Cs: NA
VERT(TL): -0.030 K 999 180
H 375 / 173 / 251 / - /-
/ 8.0
Snow Duration: NA
HORZ(LL): -0.012 D - -
Wind reactions based on MWFRS
HORZ(TL):-0.014 D - -
B Min Big Width Req = 1.5
Code / Misc Criteria
Creep Factor. 1.5
H Min Big Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.187
Bearings B & H are a rigid surface.
�iPI Std: 2007
Max BC CSI: 0.147
Bearings B & H require a seat plate.
�ep Factors Used: Yes
Max Web CSI: 0.058
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
VIEW Ver: 15.01.01.0402.20
A - B 27 0 E - F
573
-349
B - C 499 - 386 F - G
531
- 368
C - D 530 - 368 G - H
500
- 386
D- E 573 - 349 H- 1
27
0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B - N 316 -282 L - K
313
-272
()
N - M 315 - 276 K - J
315
-276
M - L 313 -272 J - H
316
285
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables
Tens. Comp.
44
o 47
C-N 91 -15 K-F
148
-36
a.
D-M 148 -36 J-G
91
-15
+i
E - L 152 -237
w
STATE OF
AN
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40 015A 38 FF 58 8180 88 7F48 00 99 2E 85 FB
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aad the S.A>2 auYnentc'tiaucaadc nszst ba ardtied atacydtttmnk
mclor.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Comp
Safety Information, bV TPI anc7'SBCA) t safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraiht of we
shall have bracing installed per BCSI sections 63, B7 or B10,
as applicable. Apply places to each face. o truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Gi
p Inc.,shall not tie responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIrtPI 1, or for hanng shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance ofrofesstona engineering responsibility solely for the design shown. The suitability
and use of this giawing for any structure is e responsibility�of the Building Designer per ANSIITPI 1 Sec.2.
}
Job Number: 136DCS078 Ply: 1 SEQN: 697167 / T20 I VAL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: MV1 Wgt: 16.8 Ibs / ... 08/01/17
_4W
4'3"8
4'3"8
R
T
i
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
♦ Maximum Reactions (Ibs), or `=PLF
Loc R / U / Rw / Rh / RL / W
D• 75 116 152 / - / 12 / 51.5
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): -0.007 C -
D Min Brg Width Req = -
Des
EXP: C
HORZ L -0.008 C -
)t
BearingD is a rigid surface.
g
Code / Misc Criteria
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.188
Maximum To Chord Forces Per PI Ibs
P y (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.140
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.111
A - B 36 -84
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.040220
Chords Tens.Comp.
Lumber
A-C 151 -15
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP 91 Webs Tens.Comp.
Webs 2x4 SP #3
Lumber value set "13B" uses design values B - C 175 -98
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C. ' "
Right end vertical not exposed to wind pressure. %; F.i $ W,
Additional Notes
See DWG VAL160101014 for valley details.
Ir
Ava
STATE OF
40 01 5A 38 FF 56 8180 BB 7F 48 00 99 2E85 FB
rhikItoMlonb mckctrankilysAp.ds�+ f.dbytta AMartino,
2E (rt. Lk."M2f an tha der awwa abomm u^.iog a 5N1w3
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andtFe�11*2auYhenroiLeszcaiemtz3tL^ewarYf�la.aaerpstcctrarv3c
crmioi.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing e.r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache �n:jid 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 Joinf Details, unless noted otherwise. f'2efer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSIrI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Fnr mnre infnFinn sna thie inh's neneml nnta nave and these weh sPle_� ALPINE vnw✓.alnineitw mm, TPI www.tninst.am' SBCk www_sbdndusW.mm' [CC" www.iasafe.am
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Job Number: 136DCS078 I Ply: 1 SEQN: 697168 / T21 / VAL
4EAB Aria "C" /DR Horton 14EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: MV2 Wgt: 14.0 Ibs .. / ... 08/01/17
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
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 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C_
Additional Notes
See DWG VAL160101014 for valley details
12
6 F,-,- R
1112X4
in 2'3"8
2'3"8
2i3"8
T
1
Snow Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
♦ Maximum Reactions (Ibs), or'=PLF
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): NA
D• 75 / 13 149 /- / 10 / 27.5
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.001 C -
D Min Big Width Req = -
HORZ(fL):-0.001 C - -
Bearing D is a rigid surface.
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.037
Maximum Top Chord Forces Per Ply (Ibs)
7PI Sid: 2007
Max BC CSI: 0.038
Chords Tens.Comp.
Rep Factors Used: Yes
Max Web CSI: 0.030
A - B 19 -37
Mfg Specified Camber:
ZRT:20(0)110(0)
Ple Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp.
A-C 76 -7
E3
and the x
cayint.
"WARNING" READ AND FOLLOW ALL
'IMPORTANT"" FURNISH THIS DRAWING TO ALL C
a division of
11 VI 1; or for h
acceptance
any structure
as
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 78 -48
No 047182
x
s
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STATE OF
Ai
A.
4 0 •111''�vs��5
5B 8180 88 7F 48 00 99 2E 85 FB
dronlcab*nadwditaled4ua elARartL=4
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iYuaUmc4d¢ matbe vudbd cn mydoatrark
ON THIS DRAWINGI
TORS INCLUDING THE INSTALLERS
I bracing. Refer to and follow the latest edition of BCSI (Building
o performing these functions. Installers shall provide temporary
:hed structural sheathing and bottom chord shall have a properly
is shall have bracingq installed per BCSI sections B3, B7 or B10,
ive and on the Joint Details, unless noted otherwise. (2efer to
isible for any deviation from this drawing,any failure to build the
and bracing of trusses.A seal on this drawing or cover he dp� age
regwspoability solely for tesign shown. The suitability
] 9
e
IJob Number: 136DCS078 Ply: 1 SEQN: 697169 / T1 / VAL
4EAB Aria "C" /DR Horton AEAB Aria "C" qty: 1 FROM: AH DRW:
Truss Label: V1 Wgt: 16.81bs / .. 08101117
Loading Criteria (pst)
Wind Criteria
TOLL: 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 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 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 91
Lumber value set "13B" 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.
1'6" y 3'
1'6" 1'6"
12
6
3X4(D1) B=3X4=3X4(D1)
A C
a�
j- 3' j
3'
3'
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): -0.002 999 240
Lu: NA Cs: NA
VERT(TL): 0.003 999 180
Snow Duration: NA
HORZ(LL): 0.001 - -
HORZ(TL):-0.001 - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.032
TPI Std: 2007
Max BC CSI: 0.044
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
f No 047182
� a
� ae
a
e Ab
�.
2# :
01
�444
40 015A38 FF 56 81 B0 BB 7F48 00 99 2E 85 FB
3isititatnT-asbtm elccttnaic;ai�/s3�nedarsd :talad bb' rAasuti Martintz,
� (rL. ltc.r«L7ieZf an tAeda� strewn alximt acing a s3i,k.1
aut4antlGrraase�(t�
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and 2}c a..riA.+3 as,3henGo�s ea+lt mc^.t Lw, rsx3fi-9.�r ur�elechnnk
a^y:ivs..
♦ Maximum Reactions (Ibs), or `=PLF
Loc R I /Rw /Rh /RL /W
D• 75 118 /35 /- /5 /36.0
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 125 -115 B-C 125 -115
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 118 -100
"'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) toi safety practices prior to performing these functions. Installers shall provide temporarryy
bracing er BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10,
as applicable. Apply pplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f�efer 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 professional' engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more infomiation see this'oUs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o : SBCA: www.sbcindu .com; ICQ www.iccsafe.org
t
Job Number: 1 DR Horton I I Wgt 23.8 Ibs FROM: AH 170 / T15 / EJAC DRW:
4EA8 Aria "C" 1DR Horton l4EAB Aria "C"
Truss Label: EJ7 .. / ... 08/01/17
C
12
6
M
O to
� CM
d'
2X4(A1) B I
1
A
D
7'
7,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (P9,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 Udell U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 336 / 117 / 259 / - ' / 173 / 8.0
BOLL: 0.00
Enclosure: Closed
�u: NA Cs: NA
VERT(TL): NA
D 127 120 / 101 /- !- 11.5
BCDL: 10.DD
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.021 D - -
C 171 / 133 191 / - /- 11.5
Des Ld: 37.00
II
HORZ(TL): 0.031 D -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Mi.. Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.496
D Min B Width Re =
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
I
Max BC CSI: 0.368
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: not in 4.50 it
F7/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WPIVE
VIEW Ver: 15.01.01.0402.20
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Value Set: 13B (Effective 6/1l2013)
A-B 27 0 B-C 77 -151
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Lumber value set "13B"
uses design values
approved 1/30/2013 by ALSC
B - D 0 0
Wind
Member design based on both MWFRS and C&C.qE
No 047102�
STATE OF
40 013A38 Ff 5B 81 BO BB 7F48 0099 2E 85 FB
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?£ (FL, ttt.947t821 rasthe date shawa abon trd�nQ a swt a
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me tkcS'7A:i�.tkzt;anccde runt taarerifi dm myd"twrk
aamirs.
"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 handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 810,
as applicable. Apply plates to each face of truss and position as shownlabove and on the JoinfDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW Buildin�LL�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 pa e.
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUfP11 Sec.2.
Job Number: 136DCS078 Ply: 1 1 SEQN: 697171 / T161 EJAC
4EAB Aria "C" /DR Horton MEAB Aria "C" City: 1 FROM: AH DRW:
Truss Label: EJ7A Wgt: 21.0 Ibs / ... 08/01117
2X4(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: it
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Wind
Member design based on both MWFRS and C&C.
7'
7'
Snow Criteria (Pg,Pf in PSF)
DeflICSI 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): -0.024 C -
HORZ(TL): 0.034 C -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.505
TPI Std: 2007
Max BC CSI: 0.373
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
allo 047182«.
a w
w
ST E 0
as
0� Aa'%A
a
;
40015A,38 FFF 56 8180 BB 7F48 00 99 2E85 FS
*fiU=�acaladbyWwAmzrtf,",
e'££ £iLI&. �37tH2f an ti�a: da4¢tihawn aEava usSng s SNb.3.
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♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL I
A 270 / 41 / 188 /- / 100 / 8.0
C 128 113 1104 1- /- 11.5
B 174 /81 195 /- /- /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
*'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
`"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
luire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV TPI ang'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610,
e_ Aoniv olates to each face of truss and oosition as shown above and on the Join Details. unless noted otherwise. (iefer to
a division of
ivi i,oriorn
acceptance
any structure
—1 ""r— — —
its drawing any failure to build the
on this drawing or cover page_
ie design shown. The suitability
rPl 1 Sec.2.
1 1 r
Job Number: 136DCS078 Ply: 1 I SEQN: 697172 / T12 / JACK
4EAB Aria "C" /DR Horton 14EAB Aria "C" Qty: 6 FROM: AH DRW:
Truss Label: 13J5 Wgt: 16.8 Ibs .. / ... 08/01/17
C
I �
12
6
M
o LO
CV
c'M
2X4(A1) B
T3 A
I 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: 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 "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
♦ 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): NA
B 263 / 96 / 208 / - / 129 18.0
Lu: NA Cs: NA
VERT(TL): NA
D 90 113 170 / - ! - / 1.5
Snow Duration: NA
HORZ(LL): -0.009 D -
C 119 / 93 162 / - 1- / 1.5
1
HORZ(TL):-0.011 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: 0.309
D Min Brg Width Req = -
T I Std: 2007
Rep
Max BC CSI: 0.182
C Min Brg Width Req = -
Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
t
Bearing B requires a seat plate.
Ff/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -120
Maximum Bot Chord Forces Per Piy (Ibs)
Chords Tens.Comp.
B-D 0 0
40 01 SA38 FF 56 8180 BB 7F48 CO 99 2E 95 FB
U lttlnh�%btcn tkctra jsi ned attd=^-fad by rAaratl Marttnes,
�E(R. uc.of rlwl an thsdaxtchcwn abora W.kng ast44.1
PAatad copy afthh donrmt arm not =-Aldcmd &**d and mindand :.:r'.R�1 �YhcatkaZptvreafc rnest tmararitied rxt amlydcctrmrde
Capin.I
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen Safety Information, bV TPI and SBCA) foi safety practices'prior to performing these functions. Installers shall provide temporary
per BCSI. Unless no
olherwise,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 bravingg installed per BCSI sections 63, B7 or 610,
gble. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer to
Is 160A-Z for �.n
ndard plate positions.adiisionofIBuildng�ComponentsGroup Incshallnot be I sponsible foranydeviation from this drawing,any failure to build the
nformancehANSit fPl 1or for handlingshipping, installation and bracing of trusses.A seal on this drawing or cover pa e__this drawingdicates acceptance of pro�esstonal engineering responsibility solely for the design shown. The suitabtltty
e of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS078
Ply: 1
SEQN: 6971731 T13 / JACK
4EAB Aria "C" /DR Horton MEAB Aria "C"
Qty: 6
FROM: AH
DRW:
Truss Label: BJ3
Wgt 12.6 lbs
/ ... 08/01l17
C
12
6
M
O LO
2X4(A1) B
CV
�
4"3
D
3'
3'
Loading Criteria (psi)
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 Udefi U#
Loc R / U / Rw / Rh / RL / W
B 193 / 76 / 162 / - / 86 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 51 / 6 141 / - I - 11.5
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.004 D
C 64 / 51 130 / - / - / 1.5
Des Ld: 37.00
EXP: C
L -0.004 D - -
HORZ(T)
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psi
Creep Factor. 1.5
B Min Br Width Re 1.5
D Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.072
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Rep
Max Web CSI: 0.000
B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCp!: 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.
Lumber
A-B 27 0 B-C 29 -105
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP Al
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP 91
Chords Tens.Comp.
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
B - D 0 0
Wind
Member design based on both MWFRS and CBC.
No 047182
STATE or-
g/
�
�A,
r
3ERiAL
40 01 5A 38 FF 5B 81 BO BB 7F48 00 99 2E 95 Fti
Vrk-itam hm bsarralaWon pslgmad aadl lad by uaarcl Martinez,
?E (Pt. Lk.0471921 m the daAa showoabovx VMS a SPA4
ar:0anfitaticnzode.
mated Copies ofthis docummit ara not ermldo"d toned aad sealad
an6 the "Idierakatimcode ns k be varlfid on afd"tronk
mtins.
—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
to functions. Installers temporary
Component Safety Information, by TPI and SBCA) for safety practices prior performing these shall provide
bracing per BCSI. Unless noted olherMse,top chord shall have properly attached structural sheaihinp and bottom chord shall have a propperly
have bracingg insTalled BCSI B3, B7 10,
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or t
as applicable. Apply Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.
this gnawing for is the responsibility of the Building Designer ANSIITPI 1 Sec.2.
The suitability
and use of. any structure per
For more information see this mob's general notes page and these web sites: ALPINE: www.al neitw.com: TPI: www. irtsto • SBCA: wwwsbcindu .com; ICC: www.iccsafe.orcj
V r C
174 / T14 / JACK
14E B AriaLab'C"B/DR Horton MEAB Aria "C" I I w9t 112 Ibs I FROM: AH I DRW; 08/01/17
12
6 � C
2X4(A1) B ce)
-T- o cn
4"3
I, D
1'
I
1r
1r
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
k NA Ce: NA
VERT(LL): NA
B 150 I77 / 145 I - / 42
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 10 / 18 ! - / -
/ 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D - -
C -14 128 / 25 1- 1-
/ 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.001 D - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code ! Misc Criteria
Creep Factor. 1.5
B Min Brg Width Re = 1.5
q
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Br Width Re
g q -
Load Duration: 1.25
BCDL: 5.0 psf
p
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
I
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)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(.):
i
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.
Lumber
Value Set: 13B (Effective 6/1/2013)
A - B 27 0 B - C
28 -19
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Lumber value set "136"
uses design values
approved 1/30/2013 by ALSO
B - D 0 0
Windf�
Member design based on both MWFRS and C&C.
g .'
No 0,47182
dM
VrATE OF
40 015'A38 FF51381 BO BB 7F48 00 99 2E 85 FB
71atr rtumhtia iresra ekdr�cys�nedas9,.a.lod 6Y Ma¢w�1 Mart§rrx
P'E (FL, lft.��7S52.j ent'h¢daxa sharvoa6a�u^.1aga SHA-1
assthenrcar saeaic.
prbtadcopyy�Tofifd3domy-- tsmnotcr W&Md�zdandmthd
and t1r+.ANIsuffienika2kvtsct4e mint 9c rar3f�d ras aape3ectrorsk
�1as.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquire extreme care in fabricatingg handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, bV TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
cable. Appljr plates to each face of truss and position as shoWin above and on the Join Details, unless noted otherwise. (te-fer to
GIs 160A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitability
e of this yawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
Job Number: 136DCS078 Ply: 1 SEQN: 697175 / T25 / HIP_ I
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 3 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 Ibs I / ... 08/01/17
6'3" + 9110"1
6'3" 37'
T
6'1"4 3'2" 16"1�
6'1"4 9'3"4 9'1
Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL / W .
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 / - /- /- / 10.6
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 / - 10 / 0 / 1.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- / 1.5
EXP: C HORZ L 0.010 F - Wind reactions based on MWFRS
Des Ld: 37.00 Mean Height: 15.00 ft �) B Min Br Width Re 1.5
NCBCLL: 10.00 TCDL: 4.2 sf Code / Misc Criteria Creep Factor. 1.5 9 q = -
P E Min Brg Width Req =
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 D Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.326
Re Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface.
Spacing: 24.0 " C&C Dist a: tt FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearing B requires a seat plate.
Loc. from endwadwall: Any
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.
Lumber
A-B 14 -11 C-D 55 -72
Value Set: 13B (Effective 6/1/2013) B - C 330 -650
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. Camp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC B - G 604 -290 F - E 0 0
G - F 591 -288
Special Loads ,
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (Ibs)
TC- From 0 If at -1.41 to 55 If at 0.00 r� �"1 `
P P Webs Tens.Comp. Webs Tens. Comp_
TC From 2 plf at 0.00 to 2 plf at 9.84T r�� yr
BC- From 0 plf at 1.41 to 4 plf at 0.00 �`e` "g` G - C 286 -47 C - F 345 -709
BC- From 2 pif at 0.00 to 2 pit at 9.84 No 04718Z�. se
TC- -7 lb Conc. Load at 1.41 +
TC- 128 lb Conc. Load at 4.24 Wk s
TC- 238 lb Conc. Load at 7.07 +ere
BC- 23 lb Conc. Load at 1.41 &A» "
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07` :� STATEOF
S
6
Wind a Ila + Sys
Wind Toads and reactions based on MWFRS. � `
40 015A38 FF 56 8180 BB 7F48 00 99 2E ti5 FB
This Itarniiax timateleztr ys jrad wO%oaW by hSars e3 martknc,
PT (A. 5)4l1
amffiiendmun ode_
i tm3ends eStfvsdmaerra amm not=n-Jdcad t4pecand=lad
grad ttr. �.Ati z+othentttasfcae urde M-t tm vmfbf M aefded mWc
ccyim.
-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) fo'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 propperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
Ile. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
this drawing indicates acceptance of pro fessfona7 engineering responsibility solely for the design shown. The suitability
ce of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
inMr 6- ere f 1inhle nenemi nnt- roan "r"i iheee wnh eKb AI PIMP - nl"ineifiu min• TPI• un,nu Minot nm zRnA• - irr• _ im fo
r
Gable Stud Reinforcement Detail
ASCE 7-10; 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 120 mph Wind Speed, 15' Mean Helaht, Partlatty Enclosed, Exposure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1> lx4 'L' Brace i4
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace an
(1) 2x6 'L' Brace it
<2> 2x6 'L"Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
„N
C
#1 / #2
3' t0'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
121 2'
12' 8'
14' 0'
14' 0'
U
S P f-
#3
3' B'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
_j
Q
(U
H F
Stud
3' e'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
e' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
S P
r
D f L
#1
4' 0'
6' 8'
6' 11'
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'
e' 11.
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
to, ill
li' B'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' ill
9' 8'
10' 4'
13, 1'
14' 0'
U
I-
#1 / #2
4' 5'
7' 6'
7' 9'
e' in,
9' 3'
10' 7'
it, 0'
13' 11'
14' 0'
14' 0'
14' 0'
S P r
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10, 5'
to, 10'
13' 9'
14' 0'
14' 0'
14' 0'
l f
u
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
to, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
fl P
Standard
4' 2'
6' V
6' 5'
8' 1'
8' 8'
10' 5'
10' to'
12' 8'
13' 7'
14' 0'
14' 0'
01)
#1
4' 7'
7' 7'
7' Ill
9' 0'
9' 4'
to, e'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
Ql
0
S P
D F L
02
4' S'
7' 6'
7' 9'
8' 10'
9' 3'
to' 7'
it, 0'
13, ti'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10, 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10121
10, 10,
It, 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
1 8' 7'
9' 9'
10' 2'
10' 7'
ILI' 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 7'
e' 2'
e' 5'
9' 8'
10, 0'
ill 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
LJ
U
O
H F
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
7' 0'
7' S'
9' 4'
10' 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14. 0'
X
01.
5' 1'
8' 5'
8' 8'
9' ill
10, 3'
Ill 9'
12, 3'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
D F L
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12' V
14' 0'
14' 0'
14' 0'
14, 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 9'
7' 4'
7' 10,
9' 8'
10, 1'
II' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
.--i
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
it, 6'
12, 0'
13' 7'
14' 0'
14' 0'
14' 0'
Bracing Group Species and Grades+
Group At
S ruce-Pine-Fir Hen -Fir
al / a2 IStandal
a2 Stud
a3 Stud a3 Standard
Douglas Flr-Larch Southern Pinerwr
a3 43
Stud Stud
Standard Stnndord
Group Bl
Hen-Flr
al h Btr
al
Dou las Fir -Larch Southern Pine►ww
al1 #1
a2 a2
Ix4 Braces shall be SRB (Stress -Rated Board).
■NFor lx4 So, Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these Fades.
Gable Truss Detail Notest
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' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
�y^^ Attach 'L' braces with ]lid <0.128'x3.0' min) na4s.
About
able Truss )K For (1) 'L' brace, space mal_tsat 2' o.a-
In 18' end-zones-antl 4' oc. between zones.
NEFor (2) 'L' braces. space malls at 3' o,c.
Diagonal brace option. 31E
T In 19' end zones and 6' o.c. between zones,
vertical length may be _ _ _ - -
doubled when diagonal _ - 18' 'L' bracing must be n minimum of 80% of web
brace Is used. Connect _ - L member length.
diagonal brace for 600a-- - 'L'
-at each end. Max web Br ce Gable Vertical Plate Sizes
total length Is 141. 31E iK Vertical Len tin No S llce
2x6 DF-L #2 or Less than 4' 0' 2X3
better diagonal Greater than 4' 0', but 3x4
braces single r less than 11' 6'
Vertical length shown 1JIB, Greater than lI 6' 4X4
In table above. or double cut
45' (as shown) of L nI 1 + Refer to common truss design for
upper end, peak, splice, and heel plates.
antlnuous Bearing till 1111 1111 Refer to the Bullding Designer for conditions
Connect tlingona at ittt `if nth. not addressed by this detail.
midpoint of vertical web. Refer to chart above for ._g,1� g
-WAWONGtew ROAD AND FOLLOW ALL NITTES-RI TWS DRAWBxd Q, - ��Eltls �%/�'�� REF ASCE7-10-GAB16015
-DMTANTtu FtUfM TFOS DRAWING TO ALL CONTRACTORS RMIJAIM THE DWALLERS.
Trusses require extrene care In fabricating, hmeliing,-shippUp, installing and bracing. Refers to and
•S � . F DATE 10/01/14
follow the latest edition of SCSI (Bulmon ng Component Safety Information, by TPI and SW foN,safety \_ '
pr=es prior to perforntng these functions. inataaers shall provide tempora, bradng par PM
Unless noted otherwise, top chard shag have property attached structural sheathing oeW bottom chard _, s DRWG A16015ENC101014
r shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs _
��� shill hove bracing installedss per B I sand an the
97 or DBIO,etails,
ns aappppl1kable. Apply plates to each Fnee
A
Re truss and positron as sown above plate
on the loom Detn4s, uidvcs notetl otherwise. 1'f-1
Refer to drawings 160A-I for standard ploce DosHlpr.s. b%f p�
Alpine, a division of ITV Bultdinp Conpanentc Group ]nc. shall trot be rawoncmle for ansnhyy aevlatwn from o���y`` MAX. TOT, LD. 60 PSF
/1N fTW ODMPANY this dra hg, any follure to bond the truss In conformance with ANSi/TPI 1, or for hondl4 0, shipping, s! �1
hstattatimf a bracing or trusses, r a
A seal on its drowkV or cover page Ostklg this drawing, indicates acceptorco of professional
ay i
f s4u�a is thesraspft.nt On- far
the
design 1ha The suitability and use of this drowbV13389 'rf �(�� �„• • \i``�\l\
y ding Designer par ANSI/TP1 t SecE �(
Earth City.kM003045 a. arueor mare hP rtmtbnpcee this Job'"ene�al notes pn8e�and thas�web sltesr JJlAn4c, t,pttaU,t�
�. ..._, __.N ___w ., .. _._. _ - MAX. SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
❑r, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 120 moh Wind Sneed. 30' Mean Helmht. Partially Fnclnsed. Fxnnsurp n. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) Ix4 'L' Brace ■
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace ■
(2) 2x6 'L' Brace ON
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
4--)
p r
#L / #2
3' 8'
6' 3'
6' 6'
7' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
-
S f-" r
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
0)
UO
I�
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' 11'
13' 7'
14' 0'
/mil
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
#1
3' 10'
6' 4'
1 6' 7'
7' 6'
7' 9'
8' ll'
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
J
S P
#2
3' 8'
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
1 Ill 7'
12' 0'
1 13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10' 1'
10, 10,
13, 8'
14' 0'
d
F
Stud
3' 7'
4' 10'
5' 2'
6' 5'
G' 11'
8' 9'
9' 1'
10, 1'
10, 10,
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' 11'
9' 7'
12, 2'
13, 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
-P
_
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' Ill
10' 4'
13111
13' 7'
14' 0'
14' 0'
L
U
u F
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
I�
Standard
4' 0'
5' 8'
6' 0-
7' 6'
1 8' 0'
9' Ill
10' 4'
11' 10'
12' 8'
14' 0'
1 14' 0'
W
O
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
]0' 2'
to, 7'
13' 5'
13' 11'
14' 0'
14' 0'
S P
#2
4' 2'
7' 2'
7' S'
8' S'
8' 9'
10' 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10, 5'
12' 5'
13, 3'
14' 0'
14, 0'
D F L
Stud
4' V
5' 11'
6' 4'
7' It'
8' 5'
10' 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
t0' 2'
I1' 0'
it, 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
10' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
CS
S P F
03
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
C'
Stud
4' 5'
7' 7'
8' V
9' 2'
9' 6'
10' 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
f
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, ill
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
11' 2'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
IS' 1'
II' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
1 4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
It' 6'
14' 0'
14' 0'
14' 0'
14' 0-
(
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Stnndnrd
4' 5'
6' 1'
6' 5'
8' 1'
8' 7'
10, ill
1L' 5'
12, B'
13' 7'
14' 0'
Bracing Group Species and Gradesi
Group Ar
S ruce-Pine-Fir Her, -Fir
#1 / 02 Standard #2 Stud
#3 Stud #3 Standard
Dou las Fir -Larch Southern Pine■■w
#3 #3
Stud Stud
Standard Standard
Group BI
Hen -Fir
#1 A Btr
#1
Do u Ins Flr-Larch Southern Plneww■
#1 I#1
#2 1 #2
lx4 Braces shall be SRB (Stress -Rated Board),
■■For 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Gable Truss Detail Notes
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
=tl m
Abou
Attach 'L' braces with IOd C0.128'x3.0' Mril Halls,
able Truss
)K For (1) 'L' bracer space nails at 2' ac,
In 18' end zones and 4' o.c, between zones.
Diagonal brace option,
vertical length may be
T
)K)kFor (2) 'L' braces. space malts at 3' ac,
In 18' end zones and 6' o.c. between zones,
doubled when diagonal
brace Is used. Connect
diagonal brace for 690#
at each end Max web
L8'
L
'L'
Brace
X
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
total length Is 141,
31 X
Vertical Len th No Splice
j
2x6 DF-L #2 or
I
Less than 4' 0' 2X4
Vertical length shown
In table above.
(
45'
beater diagonal
bracel single
or double cut
(as shown) at
Tr
18,
L
1
Greater than 4' 01, but 04
less than 12' 0'
+ Refer to common truss design for
upper end.
peak, splice, and heel plates.
to chart
Connect diagona at
midpoint of vertical web.
41 IV,
efer
ontlnuous Bearing Refer to the Building Designer for conditions
above for max gl(ellilir�f84 length. not addressed by this detail,
oVARIDtssu READ AND FDLLOV ALL HDres a This DRAVM
e.nwDRTANro FURRISH THIS WAVIM To ALL CIPURAMIRS DICLUJI +G THE DWALLms
�`%` ) f '�.,
REF ASCE7-10-GAB1603D
(7 ��
Q I 1 I LJ I�
III�IUr—�
AN DINCOMP4NY
Tra..es require tr.ne core in fabrlcating, handl4g, whipping, In6tnlllnQ arw brocing Refer to and
fallow the latest edition of SCSI (Buldlmg Conpori t Safety Infornntlon, by TPI and SBCA) for safety
practices prkr to perf-nbhg those functions. Install— shot provide tenp... ry bwd g per BML
unless noted otherwise, top chord shall have property attached .tructwal sheathing a bottom chord
shall have a properly attached rlgld ceRMa. Locations shown for permanent lateral restraint of webs
.hall have bratlrg I-1. ed per SCSI sectlans 83, R7 or BIo, c applicable. Apply plot!. to each Fnce
of truss and position as shown above and on the Joint Details, winless noted otherwke.
R.Fer to dr-trigs 16CA-Z for standard plate posithns.
Alpine divklon of ITV Mall? Components Group Inc shall not be responsible for any deviation from
this drawing, any rail— to bA the truss In conformance with ANSI/I 1, or for ha Wag, shipping,
hstattati- L bracing of truss",
A seal on this drawing or cover page listing this draelmg, Indcates acceptance of profesaknol
` e� �,GE�sF ���%
Na A G�
_
ATE OF
-. R A% `i- wQ,
,��� . ;
MAX. TOT, LD, 60 PSF
DATE 10/Ol/14
DRWG A16030ENC101014
13389 Lakefront Ddve
Earth City, MO 63045
snol,*erig responsPoklty solely for the design shorn The &Ut"Uty and use of this drawing
For any str.ctire Is the r-ponsWlty of the Bolding Designer per AHSS/TPI 1 SecZ
d1 Piw�or more fa,MatiO�.et thisM,Job^sMgene^nil note..'P,wg«d the.�r.":e..s"ta,...,
a """1��.aaa___
p��� a
y��.s� � _ '...L���
MAX. SPACING 24,0'
Ir
Galole Detail
For Let -in Verticals
ppropriate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates,
vertical plates overlap, use a
to that covers the total area of
inpped plates to span the web.
3, 2X4
2X4 2X8
r.., ..p,rr ...N«,......,.. ...r engineered truss design.
Attach each 'T' reinforcing member with
End Driven Notts,
10d Common (0.148'x 3',min) Nails at 4' o.c. plus
(4) nails In the top and bottom chords.
Rigid Sheathlno
Toemalled Nailsr
IOd Common (0.148'x3',min) Toenails at 4' o c. plus
4 Noll
(4) toenails In the top and bottom chords.
,T,
This detail to be used with the appropriate Alpine gable detail for ASCE
Reinforcing
wind load.
Member
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014,_114015051014—
A13030051014, A12030051014,-A11030051014, A1003 00 51014, A14030051014
Nails
Gable Spec ed At -
Truss,a
ASCE 7-10 Gable Detall Drawings
c._ _ _ _—
A11515ENC101014, A12015ENCI01014, A14015ENC101014, A16015ENCI01014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
Ceiling
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-naB - Or - End -nail
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detalt).
Maximum allowable 'T' reinforced gable vertical
length is 14' from top to bottom chard.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
let Length Increase w/ 'T' Brace
'T' Relnf, 'T'
Hbr, Size Increase
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Helght = 30 Ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP 03
'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'
+uVARNUIQa Row AND IDUMV ALL tares IN THIS MAVBm "' ` p,� ""'� REF LET -IN VERT
■.WMTANTXw FURNISH THIS BRAVING TO ALL CONTRACTORS IMMUDING THE INSTALL= f
Trusses require extrene care In fabricating. handiing, shipphg, lnstalft and bracing. Refer to and `v
v �J '
follow the latest edition of BCSI aiusmng Componwnt Safety Info tbn, by TPI and SBCAI for safety �' \ "Y DATE 10/01/14
practices prior to performing these functions. tratalters shall prWido temporary troUne per BCSL GBLLETIN1014
1��tT �`�j
-teas noted otherwise, top chord shall have properly attached structural sheo and bottom chars `� , ti - DRWG
:Matt have a property attached %1d ceRing. Locations slam for permonant lateral restraint of sets
f7 �� shall have braWg b taxed per B I ssctians B3, B7 or B10' as app9cabte. Apply plates to each face N
d11 Il_J1� F f truss and pos7gon as ftarn above pl on the Joint Oetals, unnlleesss noted otherwise. = ��
11`��ILI�+ Re Per to andre,ps ion16OA-Zas Phe standard plate podtlo in -
Alphe, a divislon of ITV &d.M g Camptrlents Grail !n_ sha0 net be responsible for any deNathn from
AN fiWt70MPANY this d-wing, any PaOure to build the truss h rxnformroe dth ANSVTPI 1, or for haMlbq, shipping.
hstaltatlon L bracing of tresses. - ST TE OF MAX. TOT. LD. 60 PSF
A seat on this baring or cover pap asting this drawing, indicates acceptance of professional
bp engwrwrresponsibilitysolely for tliee design shorn. The a dt.Mty and use of this drawing '9O �`/ O �`��" ��" UR, FAC. ANY
13389Lakefront Drive far ar,y stlt�cdre is the responsibility of the Building Designer per ANSf/TPI 1 Sec2. i 1
1338 takefrD63045 for more b,for Van see this ,Job's general notes page and these web spewt'`'•�` MAX, SPACING 24,0'
ALPINE, wwaalpir,Ntwcomi TPI, rww.tphstargl SBCAr www.sbchdustrylargi ICC wrwlccsarcaty
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,
Bat Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
xx 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.
3X4
12
12 Max.
2X4 X4
�- 8-0-0 max -I
4X4
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and grade or better, attached with 10d box
(0.128' x 3,0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown In DRWG BRCLBANC1014,
Top chord of truss beneath valley set must be braced with+
properly attached, rated sheathing applied prior to valley truss
installation.
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Valle
I Spacing
Pitched Cut
Bottom Chord
Valley
� Le-nalLed
•s
12 Y�
12 Max,
1X3
1X3 6-0-0
1X3 SX4 SPL (Max Spacing) IX3 2X4
SP
20-0-0 (++)
Supporting trusses at 24' o,c. maximum spacing.
Square Cut
Bottom Chord
Valle
2X4 4X4
Stubbed Valley Optional. Hip
End Detail Joint Detail
■.VARNDG- REAP ANg FDI.LDV ALL M= IN THIS MAWRa .�'"��4- 1VI/IIL� requhe rme TC LL 30 30 40PSF REF VALLEY DETAIL
us
oD(PWTAKNN FLO04 I THISN to ALL BM%. ALL CIMltdlmT RACT= M T£ DISTALLSM � `` ,..` 'T ti` G
Trses extcore In fco abritkv, h.WUng, snippbig, I st°llingg -d bracing. Refer to and `
falloe the bust edition of SCSI CBu0.dtn0 Lonponent Safely Inforratlon, by TPI and SUW far safety Q� �`(,l~d+t;,� �,,� C DL 20 15 7 PSF DATE 10/01/2014
�ractIcec per' to perfornlna those functions. InetnUers shall provide tenporory broct,p Pm gCSL
UM s noted otherelse. top chow hau hoes Property attached etructaral aheathln roans bpttok chord �\'' Bi DL 10 10 10 PSF DRWG VAL160101014
sh,eu i—. properly ottoched rlold ad ho Locotbns it
for pernsnent sterol ceralnt of trios
L_'AN
shoo have 6raclnp hatousa per 9CS1 sactians B3, B7 ar Blo, °. aooUcohle. Apply pistol to each faceB6 LL 0 0 0 PSF
of Muss ord Position as rhos abovo and an the blot petnlc, irlacs noutl °thereicm -
Refar to d—as 160A-Z for stC dud plate pooslIll s. _
MIITWODMPAFIYrom
is draft a y failure t0 ITV bu�d to truss sln ConFo' In stalk
e°Nth ANSI/TPI mt be 1 or for 1+°nin 2, WPOiQ, �. � FATE OF T13T, LD, 60 55 57PSF
Installation 6 hmdno of trusses.
A cool on this dmekV or corer page U%V.9 tHs dradng, Mdcates aaceptonce of professional Al
engtxere,g reapanstbwty solely for the deslgn shorn TY,e suMoWtty aM use of tNs dro.lrrg .e �i ✓. �� !/ UR.FAC. 1.25/1.33 1.15 1.15
73389 Lake(roN Drive for any rtr.cture b: the nsponcLWty of the gunirg Dr:prrr Per ANSVTPI I S__Z ' .', X,
Eann gry,Mo 63o45 for are Infornatl- see this Job's general notes {{waK and these ¢b sites, 'i��lSTp\l,'`\� ��` SPACING 24.0'
ALPINE, eee.alpineltetonl TPI, ne.tpAnst.orgl SBCN eeesbctrW tryorgl ICOevnJccsofearp /� l,,/ ��
`>J r,j 111 lnl.rlitl�lt'i
1,
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 DL= 5.0 ppsf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Notes Top chords of trusses supporting plggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Enolneer's sealed truss.desInn drawing for plggyback and base truss specifications.
Detail A I Purlin Spacing = 24' o,c, or less
12
Up to12�/� II II
iron NpQCtA9 =
24' o,c. max
4'
t—Top Chord Scab <Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing In between,
Detail B ' Purlin Spacing > 24' o,c,
Piggyback cup truss slant Walled to all top chord purlln
bracing with (2) 16d box nails (0135'x3.5') and secure top
chord with 2x4 03 grade scab (1 side only at each end)
attached with 2 rows of 10d box malls (0.128'x3') at 4' o,c,
Attach purlin bracing to the flat top chord
12 using a minimum of (2) 16d box nails (0,135'x3.51).
Up to 12 ii ii \\
Gil
P 24n o.cn miax
FuLt Top Chard Scab (Typical Each End) ChordFlnt top chord purlins required at
Depth both ends, purlin spacing ) 24' o,c.
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max, and use Detall A.
WAFMa- READ AND fOLIAV ALL NOTES ON THIS HRAVM
—m fUIIHISH THIS DRAVING TO ALL CONTRAC70RS DHCWDWG THE INSTALLERS.
4'
.eDtP6i
Trusses require ert"m care In fnbricatk,p, hsndDrig, sHppkg, Nstalling and brackli. Refer to and
follow the latest edition of HCSI Qulding component Safety Infornatbn, by TPI and SBCA) for safety
j�
pprractices prior to perfo-bill these functlans. Installers shall provkle terporary bracing per BCSL
Uhtec tod other.1se, top chord hall have properly, attached structural sheothlrg and botten chord
shall lave a properly attached kid -11,g. L-,tlons shorn far pem—t lateral restraint of Webs
VV
N t
ss
chap have bra ft 1r tolled per e l sections B3, B7 o- H10, os applicable. Apply plates to each face.
oftruss M Pasnkn at eho.n ahava antl an the Jalnt Oetnla. WlleCa rioted athertlSa.
Refer to draZr 168A-Z for be -
plate pasltlans.
`
AN ITW CC)MPANT
Atpinr, o dlvblon of IN Hdldhg Conponen<s Group Inc, stall rat be responsible for any devintton from
this drowng, any Falo—e to bu0.d the truss n conform xe Wlth ANSLTPI 1 ar fy hn M ng, sNppi q,
= "O
"+
A ATc
op
hstalktbn L 6r'aclne of trusses
F 'o'
A sent on tlds drodnLLgyy o— rsver pox llstNg tfis drorkg, ►vflcotes acceptance of profeselo,al
6�111.1 �V
13389 LaScetmnt Drive
io- any�rotve We rot1ysporcmllllY of V,e Building Deslpnc Der ANSI/TPI 1 Sec2
far
-
�T,
Ea,th City. MD 63045 e, an For none Information see thisyJob s general rates,^qge and thesMWab skes'en-� °1A.. 1
Piggyback cap truss slant nailed to all top chord
purlln bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 D3 grade scab
(I side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o,c.
Attach purlin bracing to the flat top chord
using (2) 16d box nails (0.135'x3.5').
The top chord q3 grade 2x4 scab may be replaced
with either of the following, (1) 3X8 Trulox
plate attached with (13) 0,120'xl,375' nails, (4)
Into cap TC 4 C4) 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' nulls. 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
3XIO Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'xl.375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c, front to back faces.
APA Rated Gusset
8'x8'x7/16' (min) APA rated sheathingg gussets
(each face), Attach @_8-o.c.-with-(8)-6d common
(0.113N29—naps per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces,
2x4 Vertical Scabs
2x4 SPF R2, full chord depth scabs (each face).
Attach @ 8' o.c. with (6) 10d box nails (0.128'x3')
Per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave pl gyback plate
Y to each face
fabrication. Attacheto suppor, Ingctrusstwithof
(4) 0,120'x1,375' nails per face per ply.
Piggyback plates may be staggered 4' ac, front
to back faces.
SPACING 24.0'
EF PIGGYBACK
ATE 10/01/14
RWG PB160101014
•
X Hip Frame Details Hip Frame
KA:- B GI
2:
'R'
Ithed
Use this detail
ASCE 7-10, 180
fors
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
- provided by truss manufacturer,
ASCE 7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
Hip frame
is designed to provide bracinngg for flat top
ASCE 7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cnt
II,
Exp C, or
chords of
hip frame system where indicated, Flat top
ASCE 7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
chords of
stepped hip system must be So, Pine lumber,
Residential,
Wind
TC
DL=4,2
Kzt=1,00
Structurgq4panels
must be properly attached directly
psf,
To hi[zot'fci�ldK
_1 wrlins.
'VAR""uxa'v READ NO FaLLBv ALL NOTES a TABS BMWM
.■Bd'atTANTry n MSH THIS BRAYING m ALL CO7iRAC11W.t Bf1UM11i THE DISTALMM
p,
Q` �Cj Elysln ''
REF HIP FRAME
DATE 10/01/14
Trusses require extreme Care Care Infob,&a-UV, handUnp, sWppLQ, hstnllha and bracha. Refer to and
folio. the Infest BCSI 11,1 Campnnent Wet, 11 -im1, by TPI and 11 for safety
�
ed11 of g
prnctkes Z to perfornha these functions. fnstoll.rs shill provide tanporary brnWo per eat
N y
�
DRWG HIPFR1801014
o' siructwal sheo hing nn bolts+ shard
Unless rated otherNse, top chord shop hove properly
=
sh.71 For
shall Fwve o properly attached NRId cNlhp. Locatbns slam for permanent loterW restroht of rebs.
J or B10, asn lAess noe. Apply ise.tes to each Pace
and the Joint Beta4s, wless noted ather.Ise.
p-a Instnsoa per BCSI and an the
of truss and osltlon as show n above and
of t havtruss
5 A E OF
AN fTW COMPANY
to
Refer to d...Ing. 16CA-Z fw stnndard pinte pasltWns.
Alp'ne, o dlv1slon of ITV BtAdlnp Components Group Inc shall not be respanslbte for any devlatbn from
this draNnR. any f:K, to busd the truss In confornnnce .tth ANSI/TPI 1. or for handUnO, shPphg,
% .Q
9 A -
t1
+S9i�
hstnllotlon L bracha of trusses.
A seol an tNs tlrnMng o— cover page Usthg st dn.hp, hdkotes and lo; nce of professlornl
re itysolely for the deslgn sho.n TM suttobNty and me of tNs drn.Yrg
A
O -
s -
cFa�t
'lxkf`r4
1J399 Lakefront Drive
fnr NSI/TPI
the B.Rdhg Dosilt—es S.eb
A
/9'
Earth City, MO 63045
iMs Job'.of
hParnn see papa and theI sites.
°�
,f IAO11{{{It{t
ALPING ...alphelt..coml TPB ..stpinstaral SBCAA r.s.sbclndustryorgl ICO .nlccsdeortt
CLR Reinf orcing
This detall Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired.
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-rein forecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Relnforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2X4OO
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(NO
T-reinforcement, L-reinforcement, or scab reinforcement to be
species and grade or better than web member unless -specified
otherwise on Engineer's aled-design
00 Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinf orcement
Or T-Reinf.
L-Reinforcement:. or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.01,min) nails
at 6' o.c. Reinforcing member Is
a minimum 807 of web
member length.
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with lOd (0,126'x3.0',min) nulls
at 6' o,c. Reinforcing member Is a
minimum 80% of web member length.
ssVARffUQww READ NO fn,.w ALL NIng Em Tldls mAVINa
-IWMTANT— FIMISH THIS BRAVING TD ALL CR(TRACTOM INCLUDING THE DMTALLEM
Trusses require extrene care In fobrkating, handiing, SWPPbV. Installing and bracing. Refer to cod
folios the intact .mtlon of SCSI OkAmng Conponont Safety Infornaticn, by TPI onrd SBCA) for safety
practlees prior to perforning these functions. Installers shall pravkie terporary broWa per BCSL
U less noted otherwise, top chord shall hove properly attached structural sheathing and Balton char
v shall have a propeMy attached Apld mill g, Locations shown for pernaneM lateral restraint of ebs
droll have braclr6 ion Ass per HCSI sections an the
J or B18, as V.Ss[toble.na Apply plates to each feu
I IIL— of truss obr dpong bms att shown above and on the Joint BIO, s, vJ as rated otherwise.
Refer to draw gs 16OA-Z for standard plate posttkms.
Alpha, a cOvlston of ITV BUIdIng Conponents Group Inc. shall not be responsmle for any deviation frc
AN MMMPANY this d^o.Ing, any faRure to b.Rd the truss In confornanu elth ANSI/TPI I, or far hanAing, shIppi g,
InstatMian t tracing of trusses.
A seal m this Hawing or cover page lls Ing this dravi g, hndcatos accepta—c of professlanol
e reaponsBsllttyy solely Par the design sham. The suitalAlty and use of tNs droving
13389 Lakafroal Odva for _Y N the rcaponsERtty of the B.Rd g Designer per ANSI/TPI I Sect
Earth Oty, MO 63045 for or. InForrwtion we this Job's general notes pope and these web sitesi
ALPINE, wwwatobmltw,conr TPi, wee.toatsto ai SHCN www.sbcindustrvoroi ICO ewwdccsafe,oro
1 % L J�fq '%,,� TC LL PSF
TC DL PSF
_�` ►�`6�c�N`S� 1C DL PSF
C LL PSF
s-o A O OT. LD, PSF
P
AIDS'` 0, BUR, FAC,
Ic SPACING
REF CLR Subst,
DATE 10/01/14
DRWG BRCLBSUB1014
I
•
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chard 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
(L) = 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. Applyy one scab per face.
Minimum side member lengths) = (2)(L) + (B)
Scab member length (S) must be within the broken panel,
Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered.
Nail' into 2x6 members using three (3) rows at 4' o.c„ rows staggered.
Nall using 10d box or gun naps (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 ~
+ O + O + 'O + O
O + O + O + O +
—1 2' �—
Stagger
+ = Back Face 10d Box (0,128' x 3', min) Nails,
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail Spacing Detail
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
r
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#
Kntnun
L Distance
a IIF77I f��
�� I �—�
ILr�—
oA7ARNINGh- READ AND FaLOV ALL NOTES W THIS DRAWING
■.DMTANTo FURNISH Tian DRAWING M ALL CONTRACTORS OVCI.IIODVG THE INSTALLER&
Trusses rraulre ewtrene core 1, fobrkatLg ho .WQ .11.ft, MstsWng ord b... Mg. Refer to and
folio. the intact astlon of BCS[ IBuadvg Component So%ety tnrormatkn, by TPI oM 111 for saf.ty
proctk.s prbr to pariah -Nog these iuncLonc. [nsta8ars shop provkfs t.nporary bradng par HCSl.
unless noted otherwise. top chord Shall have properly attached structural SheatNng and bottom char
shall hove o'property attached Hold [eeing. LOCntlOne shown for pormanmt taterol restralnt of eb%
shall havebradn9 VMUUed per BCSI sectlons B3, B7 r HID, s applicable. Apply pintas to each face
of truss nM position ns sham above Man the .b4ht Details, unless ratetl other.lsm
Refer to drowhgs lWA-2 far standard plate positrons.
`� �+,_ _._.. "r>�, 'y�r
`. Q•` GE�c1 .,
u
�' � %
No.
*
T( e
E OF
REF MEMBER REPAIR
DATE 10�01�14
DRWG REPCHRD1014
AN fTW 00MPANY
13389 Lakefront Drive
Earth Ciry, M0630d5
Al.pMea alvLsbn of [N BI@ltlMg Conponmis Grow Inu shall not be responsible for coy devlatlan From
tMs dro.ing Any failure to bLdd the truss h conformance with ANSVTPI 1, or For ha ng, shlppl g,
vhstalt.tton i brncvg of trussos.
A seal on this drawing pr cover page Ds%V this drawing, IMcates acceptoror of professbrhnl
engYheerbg r syrn5m01tyy IXNy for the design shorn. The sufta611tY and use of tHs dro.eg
for any structure k the responabUty of the B.Kdng Designer per AHSLITPI i Se.Z
For mo o infnrnaann sea m Job•sgo n@rai natal Pnga �yoro!ico err.G sofaarg
ALPINE w..al haltr.coN TPI- ..c Outor l SBCA, ..EsbcMdustr .
i, /' {7�
,, O 0 R ' •^ m
I,� �^ ti� �`,
C•
f/ S R \\\
r f/ \\
�`'����A�"tu+\`\
SPACING 24.0' MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0. OC MAX. LENGTH TOTRIM ILLER
r EXISTING FILLER
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT ❑PTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW).
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX,
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTI❑NS OF A TRUSS).
*LATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL_BO-T-TOM—
CHORD OF THE ORIGINAL TRUSS. SINCE MAN-Y-FAC-TORS AFFECT THE
NUMBER OF REQUIRED -BRACES SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS; BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFERTO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE.APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
D❑ NOT USE THIS DETAIL FORT
STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
INTERI❑R BEARINGS AT ANY LOCATI❑N ON THE TRUSS.
LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. -
DRAG LOADS CONNECTED TO THE FALSE FRAME.
TOP CHORD APPLIED FALSE FRAMES.
LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE+ FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITI❑NS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO -LAP —BOTH -THE -STRUCTURAL CHORD AND THE FALSE
—FRAME CHORI),TI1 BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') 2 3' 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 INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE
FACE ONLY).
—WARNMG" READ AND F[LLGV ALL H]TES a THIS IMWM
..DWMTAN FL%WW TICS DRAVIM m ALL fmtIRA.CMRS DKIMDIG THE DISTALLERS.
�. ��1. IvrHR�;•+s.
, f
REF BC FILLER
DATE 10/01/14
Trusses reauMe extrene care In fabrkntirrp, hondlhp, shipp4ra, b�stnt",' and td0 ReFtr to ana
Bd, for
''jr���^
V
y orary and Safety
Falbw the latest epq f of BCSi .9 f Crup tnt Safety In provide
horde Ott have tperty rs .he provide tal chotIt brncln9 per BCSL
ctlCec Prior to else, top ing and batten e+
rhos( notes top chord have properly attaches atructnen
,rEIV l]
L
N
DRWG REPBCFIL1014
y
_
property d ce late ebs
shall have a properly ailed er Ea or 8m, lls air Apply plates W oath Pau
shall have sectioMg.ns LB3, B7ns RIO, Por pemi". lateral restro O h d"
Installed per Bbol
d ���
ion and cs the J
of truss and ,Qs l6 as shown above and on the hint 8etats, unless rotad ntherwke.
nd position
Refer to draWrys 16M-Z for starWwd pinte positions.
—
M'1 IIM/COlvtp/1Ni'
Alpine, a ®vabn of IN 8u0.�,g Conpmentc Groff Inc shall rot be responsble for my devlutlon P
tide d-artrg, vry Falure to bWtd the truss to confornonce vtlh ANSI/TPI t, or Fw hnMthg, sNpptne,
hstallnHon L hrac4g of trusses.
S A I E OF
A seal an Urks dro.blp ar cover pa Ilstkp tf/s drneGrg, Yx8[otes ntteptonce of professfennl
for Sire dssipn The tfils droNnp
,� 0
:� O O
13389 LeFeGont Drive
�.apmaWtfY solely shosn aultoblfty and um oP
for arty is the respaercHlUty oP the Balding Dedgner per ANSVTPI 1 S.ra.
�i '�� fr�1, �v`�
�•r V
��#+-}�fLli1��L
Earth City. MO 63G45
a w.cor�arer. InP� natlonose� this �b ge- n .tc_mR.o. d ,.,th„eirervab.. 'es..rc..rr.
/� v��
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00,
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0', min)
nails at 8' o,c, plus clusters of four nails where shown in figure below (w),
NOTE: #2 is the minimum lumber grade allowed for all species,
NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections,
vAI7NINGW RfiAB AHD fminv ALL NDtEs °" TMS DRAVHxa
..D(PDRTANTo F11f81ISH THIS BRAVING TO ALL (n(TRACTDRS INOMH(G TM HISTALLERS.
�`' JtGr ..'��i��'�•
`�. \ 1t� .
TOTAL T❑P CH❑RD
REF 2X4 SCAB O.H.
DATE 10/01/14
Trusses requt-r extreme care h fobrimting, hnnding, shlppinDg,, hftalUmp and hrachg. Refer to and
fo((oe the lotest ealtlon of HCSI (Hu&d4q Component Safety Iniermatlon, by TPI and S= for safety
P-[Sites prior to perforNng these functlont lnstollers shall proWae terpa-ry par HCSL
`�t�\ `Cj!VttlSF
` -,
LOAD NOT TO
EXCEED 40 PSF
DRWG ❑HSCB2X41014
�broM'
Unless notes otherelsa, top chord shall have properly attochea structural eheoUsng and brtton chord
Locotlrns Por lotemt of eebs
_ Mo
(DEAD PLUS LIVE)
d ���
shall have n properly attached rtpW eelhp. shorn pernnnent rest-ht
shall have bracing si hstas a per SCSI [molars the Joint or HIr, ns appllcnhlo. Apply plates to each face
of truss and ppoos as fares endue and the uNess noted othonrlsc.
= .y
R
to is.Detals,
Refer to droelnps 160A-Z For standard plate positions.
16C
S a'�`E Qt;
AN (TW COMPANY
Alpine, o div(ston of RV Mang Components Group Ir- shaU not be responsible far any devlatlon from
this d-ehg, any fa&ure to b ild the truss h confor ronce aMh ANS!/TPI 1, or for hnrdUng, sNppVp,
V
hstallrtlon L bracing of trusses.
A seal an this draeehyO or covor page Usthg this drawing, hdlmtm acceptance of professtoml
ft
ar�n�y sg 1 pthitye am T^e&e Berpsr�erperyAHSVTT'I
of this �safa.rrg
�10
�A�t+t�t
1,125� 1�25
e
SPAC NG
3389 Lakefront
EaM City, MO 6�045
Itrucw'eM�salelypw
For more Information see this ,Job's gene-( notes page and these •eb %It--
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O1 12 (2) 16d TOE NAILS
1 jVAR1ES OPTIONAL SCISSORS BOTTOM CORD
E
(2) 16d TOE NAILS
8-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
I N.T.S.
f
12
i VARIES
—(4) 16d NAILS
See Connection Detail
WEB CONFIGURATION
—(4) 16d NAILS
See Connection Detail
0
I
c° Ra-,
(2) 16d GUN NAILS
FOR EACH LOCATION
SHOWN TOP & BOTTOM
�etGJ 2x4 SYP Nailer 16" Long
Got�L e'-o^ MAX. Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
OPTIONAL WEB CONFIGURATION
tz
B VARIES
(4) 16d NAILS
See Connection Detail
Jack EJ
(
ed Jack (BJ)
W
m w
3J)
ma
TYPICAL SCISSORS CORNER JACK (CJ)
I Q_'
EJ o
a:
G�LL
CONNECTION DETAIL
TYPICAL CORNER JACK (CJ) N3—S.
j---- N.T.S.
i
f
i
TYPICAL CORNER SET INSTALLATION tl��aaissesagF�B
I- MgRT�,®s
TYPICAL LADING
TILE: SHINGLES:
TOP TOP LIVEDEALOOAD:1 i0 20 7—�
MANUEL MARTINEZ, P.E.
BOTTOM DEAD LbAD: 10 10 b
TOTAL• 1 45 37 d FLORIDA REGISTERED ENGINEER
STREss(INC. 1.25 1.25 -o a �e' * LICENSE # PE 47182
WIND DESIGN: M 160 MPH PER m SATE OF : 441
ASCE 7-10 MAX. 24" O.C. ; �)
I � � P •'vim,+ -
**WARNING** Read & Follow all notes on this drawing. ♦��s R i
Furnidh this drawing to all contractors including the installers. �tS�O........ Is %
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