HomeMy WebLinkAboutTrussr �
RANEY COMPONENTS
anev 19900 Independence Blvd.
Groveland, A 34736
oXponents, L, Phone: (352)429-9429 Fax: (352)429-7429
J— Job Information:
r Customer Name: Creekside Lot 124
DR Horton j 8444 Cobblestone Dr
Description: City, State, Zip:
4EAB Aria "C' Ft. Pierce, FL
nnrlinry Infnrmnfinn
Cover Sheet
Order #
JOB # 136DCS124
Printed: Fri, Aug 25 2017
FOR Name and License Number:
Rool Loads:
TC Live: I 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:
Wind Sid.
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 SEONO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al 2 A1A 3 A2 4 A3
5 A4 6 A5 7 A6 8 A7
9 A8G 10 A9G 11 B1 12 B2GE
13 CIGE 14 Mv1 15 MV2 16 v1
17 ER 18 ERA 19 BJ5 20 BJ3
21 BJ1 22 CJ7
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Page 1 of 1 File
Copy
1L' _
J
RANEY COMPONENTS
aw 19900 Independence Blvd.
Groveland, FI 34736
omponents, ccc one: (352)429-9429 • (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS124
Printed: Tue, Aug 1 2017
JVU 1/►IVt-11IQllufl
Address:
EOR Name and License Number.,
rstomerName.
Creekside Lot 124
R Horton
8444 Cobblestone Dr
rscription:
City, State, Zip:
.AB Aria "C
Port St Lucie, FL
Loadin9 Information•
Root Loads:
TC Live: TC Dead.,
BC Live:
BC Dead:
Floor Loads:
TC Llve: TC Dead: BC Live:
BC Dead.,
20
7
0
10
0
0
0
0
Bldg. Code:
Wind Std.,
Wind Speed:
Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C W/M.
Pages or sheets covered by this seal from: 1 thru 22 Total 22
# DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO
1 Al
2
AtA
3
A2
4
A3
5 A4
6
A5
7
A6
8
A7
9 ABG
10
A9G
11
61
12
82GE
13 CtGE
14
MV1
15
MV2
16
v1
17 EV
18
EJ7A
19
13J5
20
1313
21 Bit
22
CH
Manuel Digitally signed by Manuel Martinez
DN: r-US, o=ldenTrust ACES Business
Representative, ou=M AND E ASSOCIATES
)k11*,,.P.A., cn=Manuel Martinez,
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I n C 7 Date: 2017.08.01 15:56:46-04'00'
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Page 1 of 1
U
Job Number: 136DCS124 I 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
7'10" 1447 19'4" 24'3"9 30'10" 38'8"
r T70" 6'67 f' 4'11"9 4'11"9 + 6'67 + 7'10"
TS"12
7'8"12
kX4=3X6 =3X4 =3X8 =3X4 =3X6 1112X4
4W4 �_ 2'0"1 5'3"1"1 5'3"1 2'0"1 4'3"4
12' r14'0"A 19'4" 1 24-7 + 26'8"� 30'11"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: II
Des Ld: 37.00
EXP: C
Mean Height: 15.00It
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
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 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.
i
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): 0.168 L 999 240
Lu: NA Cs: NA
VERT(TL): 0.367 L 999 180
Snow Duration: NA
HORZ(LL): 0.070 J - -
HORZ(TL): 0.153 J - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.615
TPI Std: 2007
Max BC CSI: 0.548
Rep Factors Used: Yes
Max Web CSI: 0.616
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
7'8"122 1'
38'8" i
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL 1W
B 1606 1692 1936 1- / 433 / 8.0
H 1606 1692 / 936 /- /- / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.9
H Min Brg Width Req = 1.9
Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 E- F 1083 -1835
B - C 1398 -2866 F - G 1219 -2327
C - D 1219 - 2326 G - H 1399 - 2867
D-E 1082 -1835 H-1 27 0
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
Tom. ' w
'
No
.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
P-C 289 -13 M-F 457 -710
C - N 388 -565 F - L 476 -204
N - D 475 - 204 L - G 388 - 565
-
STATE,E
D - M
- M
457 - 709
1320 - 720
G - J
289
-15
40 01 5A38 FF 5B 81f30 BB 7F48 00 99 2E S5 FB
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"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
f Safety Information, by TPI ana'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
Cc.
ceiIinct Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610,
le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. r2efer to
60A-Z for standard plate positions.
a division of
'irl i,ortorn
acceptance
any structure
failure to build the
g or cover page.
in. The suitability
f.
web Number. 136DCS124 Ply: 1 SEQN: 635717 / T22 / COMN
4EAB Aria "C" /DR Horton MEAB Atia "C" * 2 FROM: AH DRW:
Truss Label: A1A Wgt: 257.6 Ibs / :.. 08/01/17
�19'4" 24'3"8
1„5"17 �-{
T10" 14'4"8 17'112 21_ 1' 30'10" 36'8"
T10" 6'6"8 3'5"12 r 1�9"1� 6'6"8 + 7'10"
IB2X4 a3X6 n5X10 VX4 It2X4 E25X10 =3X6 IO2X4
1' 18"13 4'3"3 T2 2 3'9"4 3' 3'S"4 2'2"12 4'3"4 1 "12 1'
h TB"13 12' 142"1 18' 21' 24'S"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 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 91
Webs 2x4 SP 93
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
fn
0
:6(A2)
Snow Criteria (Pg,Pf in PSF)
Def11CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefi U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.180 O 999 240
B 1523 1690 / 935 / - / 433 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.416 O 999 180
J 1523 1690 / 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)/l0(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
MI - 2379
C-D 1211 -2132 H-1
1211 -2132
D - E 1337 - 2330 I - J
1395 - 2690
E- F 1372 -2263 J- K
27 0
0
40015A38FF5381*806137F4800992E95FB
St Itemaas9. led by tsasa.3 martln'a'
n(n.ttc.tf3a282t sn LAm lass shaven abatet gasHA"i
acthsr.= ree =dm.
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aaad she sEis�3 aaatbentc�4se s�detnr r ttwdfird mawgelattork
cnyiex.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
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
9uire extreme care in fabricatingg handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
i�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
rle. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
!ri i,orrorn
acceptance
any structure
failure to build the ,
g or cover page
in. The suitability
Job Number: 136DCS124 I Ply: 1 SEQN: 6357111 T7/ SPEC
4EAB Aria "C" /DR Horton AEAB Aria "C" ,Qty: 2 FROM: AH DRW,
Truss Label: A2 I �Wgt:22111bs / .. 08/01/17
l
7'10" 14'4"7 F 19' F 24'3"9 F 30'10" i 38'8"
T10" N 4'7"9 5'39 6'6"7 7'10" i
=5X6 E
o3X4 D FZ�3X4
12
6
(a)
a 5X6
o
,o5X6C I (a) (a) G eo
m4X6(A2) B I Hm4X6(A2)
A I
P O N M L K J
1112X4 I =3X6 =3X4 =3X8 -3X4 =3X6 1112X4
h1' 7'8"12 4'3"4
7'8"12 12'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: If
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 93
Lumber value set "13131" 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 @ 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.
10'6"2 r 4'1 18_"2 �1
32082471 26a 314 3�
Snow Criteria (P9,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Cf. 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 1684 / 934 1- / 427
/ 8.0
ILu: NA Cs: NA
VERT(TL): 0.367 L 999 180
H 1606 /684 / 934 / - / -
/ B.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
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: 16.02.01 D.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 -10W
L - K
2482 -1077
v
O- N
2481 -1066
K- J
2482 -1077
XV as r*
�
N - M
1988 - 731
J - H
2485 -1077
* #
Maximum
Web Forces
Per Ply
`
(Ibs)
4. io
Webs
Tens.Comp.
Webs
Tens. Comp.
.
P - C
289 -13
M - F
463 -709
_
C - N
3B8 - 665
F - L
476 - 204
N - D
475 - 204
L - G
389 - 565
D - M
463 - 708
G - J
289 -16
Ai,
M - E
1319 -724
Wind 40 01 SA 38 FF 50 81 BO88 7F 48 00 99 2E,95'FB
Member design based on both MWFRS and C&C. Glatt ltumiaib miz s%aa aM^. Iadbr hsas :�i?Anrtt ez
&� (Ft.. t&..C"IIT.i82,tan-t2lmsb�shaasna?` a�s.�:mg a 53fA>i
�.[acnt�at�;rsfa "
PA!=2 cW640Jtik- ticxrx°: Ammtart cmsiiamdi =.i=106
grad tE•a.�c5A-aet�t�R�ssoslc nittt tzs�rsaFieti mas.�retectror.3:
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and SBCA) tot satPety practices prior to performing these functions. Installers shall provide temporary)
BCSI., Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y
)id ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3, B7 or B10,
e. Apply gates to each face of truss and position as'shown above and on the Join Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of ITW BuildipA7Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ie of this yawing for any structure is the responsibility of the Building Designer per ANSl1TPI 1 Sec.2.
information see this iob's aeneral notes oaae and these web sites: ALPINE: www.aloineitw.mm_ TPI: www.tninstam: SSCA! w Abcindustrv.cam• Irr_ www irr_cafe
.14 ' Number: 136DCS124 Ply: 1 SEQN: 635709 / T6 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" r Qty: 2 FROM: AH DRW:
Truss Label: A3 Wgt: 236.6 Ibs .. / ... 08/01/17
12"2 1 17 {' i' "4 ' 0" 388S4 "12 7'10"7
T100" 644"112 4 42
o5X6 =5X6
E F
IA2)(4 m3X6 m, X10 =3X4 =4X10 m3X6 1112X4
1' 7'8"13 113 2'2"12 5'1"4 5'1"4 2782 4'3"3 7'8'13 1'
f' 7'8"13 12, 14'2"1 19'4" 24'S"4 26'8" 30'11"3 398"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
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 6/112013)
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
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
oeft/CSI Criteria,
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.164 G 999 240
B 1626 / 694 / 940 1- / 385 18.0
Lu: NA Cs: NA
VERT(TL): 0.355 G 999 180
) 1626 / 694 / 940 /- /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.070 K - -
Wind reactions based on MWFRS
HORZ(TL): 0.152 K
B Min Brg Width Req = 1.9
Code / Misc Criteria
Creep Factor: 1.5
1 Min Brg Width Req = 1.9
Bldg Code: FBC 2014 RES
Max TC CSI: 0.617
Bearings B & I are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.555
Bearings B & I require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.773
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: 16.02.01 D.0314.13
A-B 27 0 F-G
1417 -2316
B - C 1467 -2911 G - H
1282 - 2362
C - D 1282 -2361 H - 1
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
1800 -699
0131,101
Q - P
P - O
2521 -1149
2521 -1149
M - L
L - K
2522 -1178
2522 -1178
O - N
1800 -677
K - I
2525 -1178
ry
No 047182,
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
Q - C
292 -13
N - F
269 -195
ft
C - O
391 - 573
F - M
751 - 502
�
D - O
283 -256
M - G
283 -256
STAR E OF
O - E
749 - 502
M - H
391 - 573
.
E - N
270 -196
H - K
292 -15
40015A38EF5881B0BB71-74900992E85FB
Thu Itemhmhem malaft4maawelmartfmrg
E (a. ot. e47uzf @a via &w..xhawa abmvatabs gsK4 8
ar�'ih crit*sa.9�sv ma5m.
Pr%tmd copkvdthA docon—rtm not craudffed stenadmd =lad
�� iFez.�s54.>x �RSzentitasJsaseofla nt�r ha s�sif�d cac aa7�ectrmn�
txsylas.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[Safety Information, by TPI anr7 SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
l!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of
VSI/ i F'1 1, or Tor n
tes acceptance
for any structure
failure to build the
g or cover page
in. The suitability
Job Number: 136DCS124 Ply: 1 SEQN: 635707 / T5 / HIPS ;r
4EAB Aria "C" /DR Horton MEAB Aria "C" I Qty: 2 FROM: AH DRW:
Truss Label: A4 Wgt 239.4'Ibs / ... 08/01/17
I
it
7'10" 14-2"12 1 ' 19'4" 23'8" 4' '10 30'10" 38'8"
T 10" 6'4"12 9" 4'4" 4'4" "1 6'4"6 T 10"
,-5X6 1112X4 =5X6
E F G
11
G9
6(A2)
tl12X4 =3X6 =-3X8 =-3X8 =3X8 =3X6 1112X4
F1' 7'8"12 4'3"4' 2'2"12 5'1"4 5'1"10 2'2"6 4'3"4 7'8"12 1�
7'8"12 12' 142"1 19'4" 24'5"10 26'8" 30'1"k 38'8"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.164 F 999 240
B 1612 / 696 1938 / - / 345 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.357 F 999 180
J 1613 1697 / 938 ! - / -
/ 8.0
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 Creep Factor. 1.5
J Min Brg Width Req = 1.9
TCDL: 4.0 psf
Soffit: 2A0 BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.612
g
Bearings B & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.554
Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 it
Rep Factors Used: Yes Max Web CSI: 0.624
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
C - D 1313 -2332 H - 1
1314 -2335
Value Set: 13B (Effective 6/1/2013)
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 #1
Webs 2x4 SP #3
Maximum Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Chords Tens.s.Comp. Chords
Tens. Comp.
approved 1/30/2013 by ALSO
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
chord live load in areas with 42"-high x 24"-wide
=
ea�sx
Q - P 2495 -1184 M - L
P - O 1933 -792 L - J
2496 -1213
2499 -1213
clearance.
�� '4
Wind
r
' ,
Maximum Web Forces Per Ply (Ibs)
Member design based on bath MWFRS and C&C.
Webs Tens.Comp. Webs
Tens. Comp.
R-C 291 -13 O-G
260 -171
Xft
C - P 393 -572 G - N
709 -542
TAT �a.F
D - P 349 - 231 N - H
P E 710 545 N
345 - 230
391 - 571
- - -1
E-O 259 I-L
291
-171
-15
'_
F-O 210 -232
40 01 5A 38 FF 5i3 SIN BB 7F 49 00 99 2ES5 FB
INs Itominnbcencrc . s nada s�aladSyMaumlWrthoz,
FEM. t%.s T.sZjttri tha cascahawn�rxrre ta.aeg�54#tw3
zz� tr't= uln cado
metedc s�¢fthia drso rscs. ato not rumi cd qn�lmnd sealad
maE �21ue 5}5A=2 ashH�cedsaSit�accrde nest tic nsrif do mycicctrork
C=IML
—WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
7e. ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 of 610,
le. Aoofv plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (tefer to
a division of
rfPI 1; orfor h
acceptance
any structure
failure to build the
g or cover page
in. The suitability
Job Number: 136DCS124
4EAB Aria "C" /DR Horton 14EAB Aria "C"
Truss Label: A5
T10"9
T10"9
13' 19'4"
5'1"7 } 6'4"
e�6X6
Ply: 1 SEQN: 635705 / T4 / HIPS
Qty: 2 FROM: AH DRW.
Wgt:215.6lbs / _.. 08/01/17
102X4
25'8" 30'9"7 38'8"
6'4" 5'1"7 T10"9
llI2X4 m4X6=3X4 =3X8=3X4;4X6 11dX4
F1' 7'8"13 4'3"3 1' 6'4" 6'4" 1' 4'33 7'8"13 11 �
7'8"13 12' 13 19'4" 25'8" 26' " 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 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Vdefl L/#
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 / 931 / - /-
/ 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 Std: 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)
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 16.02.01 D.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 - I
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chards Tens.Comp. Chords Tens. Comp
B - P 2493 -1213 M - L 2103 - 949
P-0 2491 -1213 L-K 2491 -1242
O-N 2491 -1213 K-J 2491 -1242
N - M 2103 - 920 J - H 2494 -1243
rNil *
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.Webs
Tens. Comp.
p
e `
P - C
263 -14
M - F 388 -236
C - N
369 -487
F - L 483 -224
It
e -
D - N
482 - 225
L - G 368 -488
Au
D - M
388 - 236
G - J 263 -16
STATE OF 1s" z
E - M
301 -376
40 015A38 FF 5138180 813 7F48 00.99 2E 85 FB
VfUIt¢rssirvzi+natc cletde q cd-=fwaled by mangy,
`E`LFL. Lk. 047.fB2(M the dal* sharsn abx Wng aSiiA•3
�tttenC�at&:at�r.
�Mat
a9tacithh dww=A mat aeras3r"ua d dgntd=dmhd
ar.0 tisa.tr.&" «3 ent`�ct2scascc anut bewfifbd mmydoctta k
ar'llm
•'WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Ire
Information, by TPI and'SBCA) tc 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
id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer 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 page
in. The suitability
Job Number: 136DCS124 I Ply: 1 SEQN: 635703 / T3 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A6 Wgt: 218.4 Ibs / ... 08/01/17
t T10"8 11' 16'6"1 19'4" 22'1"13 27'8" 30'9"8 38'8"
r T10"8 + 3'1"8 + 5'6"1 + 2'9"15+ 2'9"13+ 5'6"3 + 3'1"8 + T10"8
�6X6 I112X4 =5X6 III2X4 =6X6
D E F G H
1112X4 =i 3X4=3X6 min —3X8 =3X6=3X4 116(4
i
7'8"12 3'3"4 4'6"1 5'7"12 4'6"3 1' 7'8"12 1
7'8"12 11' I 11120 16'6"1 22'1"13 26'8" 27' � 3,3"4 38'8"
30'11"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
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 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PsF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Pt NA Ce: NA
VERT(LL): 0.173 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.399 F 999 180
Snow Duration: NA
HORZ(LL): 0.065 L - -
HORZ(TL): 0.149 L -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.602
TPI Std: 2007
Max BC CSI: 0.504
Rep Factors Used: Yes
Max Web CSI: 0.421
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
ATATIE OF
90015A38FF51581BOBB7F4800993E85 FB
arat<iremt s&.cenaleelso sa si nad andscaladby Wmti Martinez,
s�lhenwxa.t�xc¢,
4adand coint"eff dais dwu mmAm mat ccua"msd Mga=d=A malad
=0 onmydd twrk
was:
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh IRL /W
B 1523 1701 / 918 /- / 263 / 8.0
J 1523 1701 / 918 1- / - 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
J Min Brg Width Req = 1.8
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1604 -2475
B - C
1561 -2676
G - H
1604 -2475
C - D
1499 -2347
H - I
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. Camp.
B - S
2312 -1238
O - N
2048 -1059
S - R
2309 -1238
N - M
2048 -1059
R - Q
2047 -1029
M - L
2309 -1267
Q - P
2047 -1029
L - J
2312 -1267
P - O
2493 -1298
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S-C
236 -19
F-O
88
-93
C - R
332 -417
G - O
242
-279
D - R
397 -258
O - H
606
- 379
D - P
606 - 379
H - M
397
-258
E - P
241 - 279
M -1
331
- 416
P-F
68 -94
I-L
235
-21
"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, byV TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI.. Unless noted other Mse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
tiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msfalled per BCSI sections B3, B7 or I
e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shippinq; installation and bracing of trusses.A seal on this drawing or cover page.
this drawing indicates acceptance of pro>esstonal engineering responsibility solely for the design shown. The suitability
;e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
n
Job Number: 136DCS124 Ply, 1 SEQN: 635701 / T2 / HIPS
4EAB Aria "C" /DR Horton AEAB Aria "C" City: 2 FROM: AH DRW:
Truss Label: A7 Wgt: 214.2 Ibs / ... 08/01/17
7'8"12 9',y. 14'3"12 19'4" 24'4"4 29'8" 01 "4 38'8"
r 7'8"12 +1'3"d 5'3"12 + 5'04 + 5'0"4 5'3"12 �1'3" T8"12 -I
T
a
t
1 =4X6
:5X6 =3X4 m5X6 m3X4 =5X6
D E F G H
�y.
R Q P O N M L I"I
=3X4 =3X6 =3X4 =3XB =-3X4 =3X6 =3X4
1' 7'10"8 4'1"8 2'0"4 5'3"12 5'3"12 2'0"4 4'1"B T10"8 1'
7'10"8 12' 14'0"4 19'4" 247"12 268" 319°8 38'8"
Loading Criteria (psf)
R Q P O N M L I"I
=3X4 =3X6 =3X4 =3XB =-3X4 =3X6 =3X4
1' 7'10"8 4'1"8 2'0"4 5'3"12 5'3"12 2'0"4 4'1"B T10"8 1'
7'10"8 12' 14'0"4 19'4" 247"12 268" 319°8 38'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
LOG R / U / Rw / Rh / RL / W
B 1523 1703 1900 / - / 222 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf. 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 / - / - / 8.0
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 L 0.160 L - -
� )�
B Min Br Width Re 1.8
g q
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
9
Creep Factor: 1.6
P
J Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.566
Bearings B & J are a rigid surface.
Load Duration: 1.25
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 ft
Rep Factors Used: Yes
Max Web CSI: 0.478
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s).
VIEW Ver: 16.02.01 D.0314.13
A-B 27 0 F-G 1927 -3076
Wind Duration:1.60
WAVE
Lumber
B - C
1593 -2686
G - H
1802 -2842
C - D
1758 - 2638
H - 1
1758 - 2638
Value Set: 13B (Effective 6/1/2013)
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 #1
Webs 2x4 SP #3
Maximum Botns. Chord Forces Per
Ply (Ibs)
n values
Lumber value set "'I 3B" uses design
Chords
Tens.Comp.
Chords
Tens. Camp.
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.
,Rey "
sztx a
Q - P
P - O
2187 -1142
2873 -1543
M - L
L - J
2187 -1172
2323 -1295
No 047M
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens.
Comp.
C - R
400 - 328
O - G
273
-155
*
e
R - D
491 -422
G - N
355
-484
STATE Of:
wo
ft
D - P
P E
883 - 527
355
N - H
H L
883
491
-527
-
-484
-
-422
0110`' �1 n -...
— , '-
E - O
F - O
273 -155
198 -265
L - I
400
-328
40 013A38 FF 513 8180 B57F48 00 99 2E85 FB
Tbh Irani iras @sEen alczxr si ned wdaealadby Ma vl Mukln s,
s°O�ifL. LPc. axaiszl arm tEmcre°en ahBwm a6a•� w.�g � s4#A.3
s�^th�ntflcnttms¢as�a.
E tsd ccpimafthk dtxcaymatm not CXadi-d 4nd=ti zcalad
am9 ei�:,r7.a.,anr.�aacacs¢ost¢rosr#�z a�'+frsdaetaay�searatai�
calm
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa�9e,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's general notes Dace and these web sites- ALPINE: www.alDineitmoor: TPI: www.toinst.om: SBCA: www.sbcindustrv.com: [CC: www.iccsafe.ora
Job Number: 136DCS124 Ply: 1 SEQN: 635721 / T10 / SPEC
4EAB Aria "C" /DR Horton /4EAB Aria "C" 4 Qty: 1 FROM: AH DRW.
Truss Label: A8G I Wgt: 226.6 Ibs / ...
2� 1'9"1
7' 12'8" 14 19'4" 26' 31'8" 38'8"
7' 5'8" 4'10"4 1'9"1 }' 4'10"4 F 5'8" } 7'
%6X8(R) 1113X4 =5X6 =8X8 =5X6 1113X4N6X8(R)
TC2 12 C I D E F G H (TC 1
fi
=4X6
O8/01/17
v l l S R Q-ono
P a 1
NI IM=vno
L 1-1 �!
1113X4 ! =4X6
1114X6(R) 1114X6(R)
=6X8
I113X4
127
2V
5'
1' T1"12 4'10"4, 8" 5'1"12
3'0"8
5'1"12 8" 4'10"4
7'1"12 1'
T112 12' 2 17'9"12
20'1"k
26' 6 " 3'1 4
38'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 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: 3.87 ft
Loc. from endwall: Any
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
Lumber value set "138" 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 plf at 19.33 to
56 pif at
31.67
TC- From 56 pif at 31.67 to
56 pif at
39.67
BC- From 4 pif at -1.00 to
4 pif at
0.00
BC- From 20 pif at 0.00 to
20 pif at
7.03
BC- From 10 plf 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 pff at
38.67
BC- From 4 pif at 38.67 to
4 pif at
39.67
TC- 200 lb Conc. Load at 7.03
TC- 171 lb Conc. Load at 9.06,11.06,13.06,16.06
17.06
TC- 174 lb Conc. Load at 19.06
BC- 513 Ib Conc. Load at 7.03
BC- 127 Ib Conc. Load at 9.06,11.06,13.06,16.06
17.06,19.06
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.080 S 999 240
Lu: NA Cs: NA
VERT(TL): 0.188 S 999 180
Snow Duration: NA
HORZ(LL): 0.024 P - -
HORZ(TL): 0.058 P -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.528
TPI Std: 2007
Max BC CSI: 0.734
Rep Factors Used: Yes
Max Web CSI: 0.785
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1513 /747 /- /- /- /8.0
O 2910 11365 / - / - / - /8.0
N 415 /134 /- /- /- /8.0
J 401 /193 /- /- /- 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
O Min Brg Width Req = 3.4
N Min Brg Width Req = 1.5
J Min Brg Width Req = 1.5
Bearings B, O, N, & J are a rigid surface.
Bearings B, O, N, & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Ten6.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
1- J
138
- 296
E - F
169 - 365
J - K
27
-20
Maximum Sot Chord Forces Per Ply (Ibs)
earea�
40,
Chords Tens.Comp.
B - S 2366 -1147
Chords
O - N
Tens. Comp.
610 -1294
No 047iG
S - R 2396 -1154
N - M
258 - 97
R - Q 2396 -1154
M - L
258 -97
Q - P 495 - 243
P - O 219 -453
L - J
246 -103
40 015R38 FF 515 8180 B87F48 00 992E 95 FB
AultItamk=te nekctem3ca 7sltned'=6watmd4yFAa:r&IMartimas,
PE (�L. ttc: caxssz(an �o sts;rwrsatxi� wag a5NA�3
mnc�asr.
?rIasadccptaof WAdocw=tamnot cm-Aiwmdsfoo mdwalme
aad ttc is xaxrttsantuat tsoAe rav�E be vedfbd enmy4ectrank
rclFims:
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
D - Q
506 -645
G - N
896 -427
Q - E
2059 -1015
H - N
266 - 321
E - P
878 -1556
N - I
347 -798
P- F
2025 - 958
L- I
282 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling, shipping,,installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anc7'SBCA) tr safety practices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall have a properly
,jid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10
le. Apply pIa►es to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to
60A-Z for standard .late ..salons.
a division of ITW Buildinq Components Group Inc, shall 'not be responsible for any deviation from this drawing,an failure to build the
conformance with ANSI PI 1, or for handling shipping; installation and bracing of trusses.A seal on this drawinng or cover page_
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
le of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPi 1 Sec.2.
Job Number: 136DCS124
Ply: 1
SEQN: 635699 / T19 / HIPS
4EAB Aria "C" /DR Horton 14EAB Aria "C"
Qty: 1
FROM: AH
DRW.
Truss Label: A9G
Wgt: 215.6 Ibs
/ ... 08/01/17
26"4+
19'4" 266'1"12 F
31'8{ 38'8"
f +
6912 912
5647T 7'
=6X8 m7 8 6XF
m66X6
12 G=
D TC2 TC3
T 6p
'is
T
`Mo
(a) (a) (a)
W4
y I =-3X10A(63)B
1 3
-
:�H X10(63) T
P
O N M L 751K
J
1112X4
=5X6 mH0308 =6X12 =H0308 a5X6
1112X4
264" 1
12W
1' 6'10"4 5'4"
1'9"1 5'4" 5'4" 1'9"1�
5'4" i 6'10"4 + 1'
6'10"4 + 12'2"4
+ 14' 19'4" + 24'8" r26'5"1t2
31'9"12 38'8"
Loading Criteria (ps0
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
B 1764 1813 / - / - ! - 18.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.154 D 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.359 D 879 180
Q 4124 / 1841 1- / - 1- / 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.044 M - -
H 228 1127 / - / - /- / 8.0
Des Ld: 37.00
EXP: C
HORZ L 0.102 M - -
)
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 0.00
Mean Height: 15.00 ft
9
Creep Factor: 1.5
B Min Brg Width Req = 2.1
Soffit: 2.00
TCDL: 4-2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.767
Q Min Brg Width Req = 4.9
H Min Brg Width Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2007
Max BC CSI: O.B75
Bearings B, Q, 8 H are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.87 It
Rep Factors Used: No
Rep
Max Web CSI: 0.728
B, Q, & H require a seat plate.
Loc. from endwall: NA
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 16.02.01D.0314.13
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A - B 27 -20 E - F 875 -1944
Value Set: 13B (Effective 6/1/2013)
B - C 1494 -3272 F - G 1883 -836
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
C - D 1506 -3365 G - H 257 -151
Bot chord 2x4 SP 91
D - E 875 -1944 H - 1 27 -20
Webs 2x4 SP #3 :W4, W6 2x4 SP #1:
Lumber value set "l3B" uses design values
Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Chords Tens.Comp. Chords Tens. Comp.
Bracing
Continuous lateral restraint equally spaced onesi
B - P 2857 -1281 M - L 711 -1656
P - O 2832 -1276 L - K 711 -1656
(a)
Or 1 x4 "T" reinforcement. 80% length of
O - N 3368 -1529 K - J 91 -191
member.
web member. Same species & SRB grade or better,
° '
N - M 3368 -1529 J - H 85 164
attached with 8d Box or Gun (0.113"x2.5",min.)nails°�
@ 6" oc-
�
s 0
Maximum Web Forces Per Ply (Ibs)
Plating Notes
Webs Tens.Comp. Webs Tens. Comp.
{**) 1 plate(s) require special positioning. Refer to
P - C 611 -117 M - F 4036 -1778
scaled plate plot details for special positioning
C - O 640 -276 F - K 1477 -2695
requirements.
<�is' '*
et* i "ae
O - D 287 -63 K - G 89B -2040
Tray Scab(s)
a
D - M 733 -1596 G - J 664 -146
E M 641
(1) 2x4x0-3-11 x SP #1 scab at each end. Attachscab
- -792
to face of chord with: lus
i •.gym
aanel non ailcl sters aBRGS 0), heel: (0), 1st
P P ().
SERIAL M
Loading
40015A38FF5081BOB87F 48 00992185FB
#1 hip supports 7-0-0 jacks with no webs.
Task lremImbx�+,=dwalad4 PA=AM Htartine4
P(a.tic.C47=fastC &I& shwift abom Wnsastsx�i
Wind
"nr1tisatkmMd&
Wind loads and reactions based on MWFRS.
�, d copfinafthkd0a=0a=.0t asgr. a3"a
=da3,z<;. a s3hea+t`,raasmmdanw[bea Ila�dearwidtctmn:
CnPlas..
"*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
temporary
Component Safety Information, byv TPI and'SBCA) for satiPety practices prior to performing these functions. Installers shall provide
bracing per SCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppe-I
have bracing installed BCSI B3, B7 610,
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or
as applicable. Apply places to each face- of truss and position as shown above and on the Joint- Details, unless noted otherwise. Nefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
this drawing
truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on or cover page- -
listing this drawing,indicates responsibility solely for the design shown. The suitability
acceptance of pro essional engineering
and use of this dawing for any structure is the responsibility
of the Building Designer per ANSIFTPI 1 Sec.2.
Far more information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; ICC: www.lccsafe.orcl
Job Number: 136DCS124 Ply: 1 SEQN: 635724 / T18 / COMN
4EAB Aria "C" /DR Horton /4EAB Aria "C" I Qty: 3 FROM: AH DRW:
Truss Label: B1 Wgt 93.8 Ibs / ... 08/01117
I _
T4"8 9'8" 12'11°8 18'
r 6'4"8 + 3'3"8 3'3"8 50"8
D==5X6
47
rn
1113X10(E5)
T
T
M
I
1, 6'2"12 j
6'2"12 f
12'6"
19"4 1'8" 3'5"4
8' 9'8" 13'1"4
5'4"
4'10"12
18'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): -0.036 F 999 240
B 617 / 296 1378 1- / 194 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): -0.042 F 999 180
L 442 1154 / 303 / 0 / 0 / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.022 F - -
M 363 1194 1232 / - / - / 8.0
Des Ld: 37.00
EXP: C
HORZ(TL): 0.026 F -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria CreepFactor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 4.psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.395
L Min Brg Width Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007 Max BC CSI: 0.298
M Min Brg Width Req = 1.5
Bearings B, L, & M are rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes Max Web CSI: 0.179
Bearings B, L, & M require a seal plate.
Loc. from endwall: Any
FT/RT:20(0)110(0) Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE VIEW Ver: 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
B - K 659 -656 I - H 612 -808
Wind`
J
K - J 656 - 655 H - G 299 - 398
J - 1 656 -655
wa
Member design based on
both MWFRS and C&C.eew
e' ",
Maximum Web Forces Per Ply (Ibs)
t
No. 047182
Webs Tens.Comp. Webs Tens. Comp.
K-C 234 -44 I-E 228 -136
C -1 495 -420 E - H 332 -312
I
04
D - I 225 - 392
04,
'STATE OF,
40 015A38 FF5B 91 BO BB W 49 00 99 2EYS5 FB
r#�a7t itainA�ibeers cMrsma3caTr}s%ed za:alad6y BAa�s:a9 Msrttnes,
e'a£ (fL. te.Grra8216€5l3iatLFs.Z. &htadvrt'aLamm e�ng a5N&�fl
s,ffi�ere�ctee�fa�
iYrtad cc;geiaenid� drn�szr.:sa-rtarm ndtena3x$�red dgnc�mrs� iraektd
=6 the m mydalmnk
rm�ias..
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handlin shipping, insfalling and bracing. Refer to and follow the latest edifion of BCSI (Building
Component Safety Information, bV TPI anr7'SBCA) for satPety practices prior to pefforming these functions. Installers shall provide temposrryy
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 63, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
I...
in conformance with ANSI! fPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Job Number: 136DCS124 Ply. 1 SEQN: 704579 / T17 / GABL
4EAB Aria "C" /DR Horton MEAB Ada "C" " Qty: 1 FROM: AH DRW:
Truss Lahel: B2GE Wgt 119.0 Ibs / 08/01/17
.77
Loading Criteria (psf)
TCLL: 20-00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Ta" + 19'4"
9.8. - - 918.
�— 1'8" -+ 1'4- -]
(TYP)
104X4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
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.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pt NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
19'4"
19'4"
19'4"
Defl/CSI Criteria
PP Deflection in loc Udefi U#
VERT(LL): -0.033 S 999 240
VERT(TL): 0.043 S 999 180
HORZ(LL): 0.023 M - -
HORZ(TL): 0.027 M -
Creep Factor. 1.5
Max TC CSI: 0.157
Max BC CSI: 0.162
Max Web CSI: 0.120
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.20
No 047M %
ax
STATE 0
SERIAL t
40 015A 38 FF 58 8180 8B 7F 48 00 99 2E 85 FB
rbb1t¢m1W%boon aml waled by Ms .l Martinis,
P£ (n.. 11c.0411921 on the dates1town abaw ming a slm•l
awdienticarksa u�a.
metedccpiv%aitUsdoz' mtarmmot ctad6nrtrdd(gnadand x led
and tba MiR 12tdhentimsmcode mut ba vedf ad m amydodrank-
CESlai.
♦ Maximum Reactions (Ibs), or.=PLF
Loc R /U /Rw /Rh /RL /W
B` 91 /39 /53 /- /16 1156
P• 168 /91 /121 /- /- 124.0
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
86
-27
H - X
187
- 82
Q - O
323
-189
I - W
40
- 242
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme tare in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
i Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to
60A-Z for standard plate positions.
a division of
'1 NI 1, or for nar
acceptance of
any structure is
lis drawin any failure to build the
on this drawing or cover pa e
ie design shown. The suitability
Job Number: 136DCS124 Ply: 1 SEQN: 697166 / T9 / GABL
4EAB Aria 'C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH FRW:
Truss Label: C1GE [Wgt: 43.4 (bs / ... 08/01/17
I
w'2" 8 4n
4'2" 4'2"
�-- 1'6" 1'4" �{
(TYP) E=4X4
12
6 �1i D F
M
In II C G r v
fV
2X4(A1) B I H=2X4(A1)
43 A
N M L K J
8'4"
1
I 8'4rr
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
PY NA Ce: NA
VERT(LL): -0.026 K 999 240
B 375 / 173 (251 / - 11118
/ 8.0
BOLL: 0.00
Enclosure: Closed
L' u: NA Cs: NA
VERT(TL): -0.030 K 999 180
H 375 1173 / 251 / - ! -
18.0
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.012 D - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL):-0.014 D - -
B Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 it
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 6.0 psi
p
Bldg Code: FBC 2014 RES
Max TC CSI: 0.187
Bid B & H are a rigid surface.
9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.147
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.058
Loc. from endwali: Any
F7/RT:20(0)/10(0)
Mfg Specified Camber:
To d Forces Per Ply (Ibs)
Maximum To p Chord
hormp,
GCpi: 0.18
Plate Type(s):
Chords C Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
A - B 27 0 E - F
573
-349
Lumber
B - C 499 - 386 F - G
531
-368
Value Set: 13B (Effective 6/1/2013)
C - D 530 -368 G - H
500
-386
D- E 573 -349 H- I
27
0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp_ Chords
Tens_ Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
B - N 316 -282 L - K
313
-272'
ML
Plating Notes
��i�.
M - 313 -272 J - H
316
-285
All plates are 2X4 except as noted.
$ '
Wind
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens_ Comp.
Member design based on both MWFRS and C&C.
,""
No 47
C-N 91 -15 K-F
148
-36
Additional Notes
r 0,
D - M 148 -36 J - G
91
-15
See DWGS A16015ENC101014 & GBLLETIN1014 for
owl *
E - L 152 -237
gable wind bracing and other requirements.
,{ o
% STATE
000
to� a
40 015A38 FF 58 8180 9B 7F48 00 99 2E 85 FB
rtYliltaml141 bscra mlaclrontcs yzd nad gad Saalad by Mw ml Wain",
PE.(.tiY.V'4rE62}a�tAcda!¢xhaw"abaart tr gaSHJG2
aiStianCdgtPIIiS cada.
?,ttatad copomsref ttdx doccracrtarc not asmii=saad zfgm+�and xalod
grad tM.S'xh«tssrt.SanGca9atvccr+dc msnt bm xsrifel aascycfactmnk
czZlos_.
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ 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 properly
attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. kefer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page _ _
listing this drawingg indicates acceptance of pprofessiona 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 general notes oaae and these web sites: ALPINE: 'www.alolneitw.com- TPI: www.toinsLom- SBCA: wwwsbeindusW.mm- [CC, www.irrsafe.ora
M
AH
Job Number: 136DCS124 Ply. 1 SEQN: 697167 / T20 / VAL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: DRW:
Truss Label: MV1 Wgt: 16.8 Ibs / ... 08/01/17
=W4
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 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
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
R
4'3"8
4'3"8
4'3"8
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.007 C - -
HORZ(TL):-0.008 C - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.188
TPI Std: 2007
Max BC CSI: 0.140
Rep Factors Used: Yes
Max Web CSI: 0.111
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s): :
WAVE
VIEW Ver: 15.01.01.0402.20
'.
o 047182
40 015A38EF 55 81 SO BS7F 48 00 99 2E 85 FB
rfiu ltatntrtat�assxelaclr xd�ssd asad scalad Fryr kaaruxzi Marttx��
M OL. tie. edzra2f an the da3etitwwnaixias ar„#og a sst7 a
mtendeat"Cod".
ea3atcd c�a¢xc3'r#ak d��vxiara nntca�m3£cscd s�tnae mad zsalad
a.x6 eaue 3asrSDtandicasc'e�iaademrzse�m wcriY�iraram�y�ectra+sk
rcylaa.
T
1
♦ Maximum Reactions (Ibs), or *=PLF
Loc R I /Rw /Rh /RL /W
D* 75 /16 /52 /- /12 /51.5
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 36 - 84
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 151 -16
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 175 - 98
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, b TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temposrrVy
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached riclid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise: (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is flte responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'oVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbc!ndus .coin• ICQ www.iasafe.o
Job Number: 136DCS124 Ply: 1 SEQN: 697168 / T21 / VAL
4EAB Ana "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: MV2 Wgt 14.0 Ibs .. / ... 08/01/17
12
6 B
1112X4
3X4(D1)
A
I
1112X4
2i3tt8 0
2t3"8
%�Ec3iE:
T
1
Loading Criteria (psf)
TOLL: • 20.00
TCDL: 7.00
Wind Criteria
Wind Std: 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
LOG R I U / Rw / Rh / RL / W
D* 75 / 13 / 49 / - / 10 127.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.001 C - -
D Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): -0.001 C - -
Bearing D is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.037
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Sid: 2007
Max BC CSI: 0,038
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.030
A - B 19 -37
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens Comp
Lumber
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.
40 015A38 FF 55 8180 813 7F49 00 99 2E S5 FB
Mg hero h"been ale su M2W=Modby wasl Martin",
M. us.9471104 an 0z dm Acwn abon t rig aswA3
uthent9xa i¢ada.
az�taaxr afrtasdrr_U ^tstMMW amsidmodvocd dmind
w,6m=ydatrarAr
C�PkL
A-C 76 -7
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 78 -48
"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 shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) foi satPety practices prior to performing these functions. Installers shall provide tempos
bracing er BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
attache�ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 61 D,
as applicable. Apply plates to each face of truss and position) as shown above and on the JoinfDetails, unless noted otherwise. i2efer to
draw!ngs 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of irusses.A seal on this drawing or cover page. .
listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/rPI 1 Sec.2.
FM
Job Number: 136DCS124 Ply: 1 SEQN: 697169 / T1 / VAL
4EA8 Aria 'C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: V1 Wgt: 16.81bs .. / ... 08/01/17
1'6" 3'
1'6" 1'6"
12
6
3X4(D1) B=3X4=3X4(D1)
T A C
Loading Criteria (pst)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
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: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "'I 3B" uses design values
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
j- 3'
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl 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):.. a
WAVE
VIEW Ver: 15.01.01.0402.20
No 047162
40 01 5A38 FF 50 81,80 BB 7F 49 AND 99 2`c 85 FB
Thititemhasbeenciatttan€sa p med=J=aiadby mw.rlKUrhnes,
PE(rL. M.0411221 Wthcdatzshaw"a4 xa ar.7ngaSHA<4
aUlhandmt as do.
Pmtatad —p-ojt}ds dtYi3E€ A- tot C—II& ad *nadend scabd
eo6 the not bardfcd ca aWdecmmL
sa�ias:.
♦ Maximum Reactions (Ibs), or `=PLF
Loc R /U /Rw /Rh /RL /W
D• 75 /18 /35 /- /5 /36.0
Wind reactions based on MWFRS
D Min Big 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 -101)
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlinqg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
i Safety Information, b TPI anr7'SBCA) toy 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 .
aaid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or' 0,
ee. Alm& plates to each face of truss and Dosition as shown above and on the Joint -Details. unless noted otherwise, t`2efer to
a division of
'INI I,or Torn
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS124 Ply: 1 SEQN: 69717111 T1,51 EJAC
4EA8 Aria "C" /DR Horton MEAB Aria "C" Qty: 20 FROM: AH DRW:
Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 08/01/17
C
12
6
M
O
to
M
ch
2X4(A1) B
13 A
D
1, T
7'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 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: 3.00 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 "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)
oefl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.021 D -
HORZ(TL): 0.031 D -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.496
TPI Sid: 2007
Max BC CSI: 0.368
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
STATE 'QF
4001SA38FF5B81B0BB7F4800992E25F8
Thitttet haabscst41e&XWAM,4%iPadaadleafedbyMametMA ttft",
8E (n. tiz.9471921 cn the data ehawrt abaM WAS a SRA-1
mitheritkalimmde.
Pa§atec�zs emxe#efdsd cramstaam eatcx aerad aa4�9 saaltd
and tlseSHA 2 au2�ent§:aSirssccx9amwt tic vredbd m a y dectmrk
saples.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 336 / 117 / 259 / - / 173 18.0
D 127 /20 /101 /- /- /1.5
C 171 /133 /91 /- /- /1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Big Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Camp.
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anc7'SBCA) foi saety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910,
e. App7j plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of
i m i , or for nanciing snippm , insrsim
acceptance of professional enginE
any structure is the responsibility of
its drawin any failure to build the
on this drawing or cover page
ie design shown. The suitability
rPi 1 Sec.2.
see
to
Job Number: 136DCS124 Ply: 1 SEQN: 6971711 T16 / EJAC
4EAB Aria "C"/DR Horton /4EA6 Aria "C" Qty. 1 FROM: AH DRW:
Truss Label: EJ7A Wirt: 21.0lbs ... / ... 08/01/17
2X4(A'
T
Loading Criteria (pst)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
7'
7'
Snow Criteria (Pg,Pf in PSF)
DefIICSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.024 C - -
HORZ(TL): 0.034 C - -
Code / Mist: Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.505
TPI Sid: 2007
Max BC CSI: 0.373
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s): ,
WAVE
VIEW Ver: 15.01.01.0402.20
4001SA38FF5681B0BB7E 49 00992E95FB
*& item hm been sicctsresir ys sad znd seated by FAlMartift",
n(FL,Ur. "ZINZlamthedaftAuweabawa gaSNAG
atsdrant3xazasa�de,
FMtcdsr sat doeaza -atatmtrvtcrossdersd�'�na srdwaled
mad the 29AAaaffi.r6m0mocde not ha4,mdL-d cna elacttaric
c4cias.
B
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
A 270 141 / 188 /- / 100 / 8.0
C 128 / 13 1 104 ! - / - 11.5
B 174 181 195 1- l - 11.5
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
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceilingQ. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 61 D,
e. ADDYv Dlates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
It I'I 1; or for h
acceptance
any structure
for any deviation from this drawing,any failure to build the
acing of trusses.A seal on this drawing or cover page.
possibility solely_for the design shown. The suitability
Job Number: 136DCS124 PPlyy. 6 FROM: 9 172 / T12 / JACK DRW: 4EAB Aria "C" /DR Horton /4EAB Aria "C"
Truss Label: BJ5 Wgt: 16.8 Ibs / ... 08/01/17
C
12
6
i
M
O
tO
N
B
M
2X4(A1I)
1 A
D
1' 5'
5'
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: If
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.009 D - -
HORZ(TL): -0.011 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.309
TPI Std: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.01.0402.20
WAVE
40 01 SA 38 EF 50 81 BO 8B 7F49 00 992E 85 FB
AfiL Itemhesbeen alecfrcn&s rapad and =ak d by :Aw"l kutt
PE (FL. Lk. Ci7t221 on thedatc atwwa abm WOO a SHA-i
a�thendcas�ssa.
exb"d cnpismrthk d«m=A armnotcrosu &Xad 14MA=6 =lid
and fit SIA4-1&.A*2N�%=de ennst te.edtbd mvq decemrAz
ssa�laa..
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RE /W
B 263 / 96 / 208 / - / 129 18.0
D 90 113 /70 /- /- /1.5
C 119 /93 /62 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Beg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B ' 27 0 B-C 53 -120
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
`*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI anr7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10,
le. Apply plates to each face ottruss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
-I ♦ i 1, or for n
acceptance
any structure
failure to build the
g or cover page
rn. The suitability
4•
Jab Numher: 136DCS124 Ply: 1 SEQN: 697173 / T13 / JACK
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW.
Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 08/01/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
T
M
O LO
2X4(A1) B r
CV
A
D
1' 3'
3'
Wind Criteria
Wind Sid: 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 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.004 D
HORZ(TL):-0.004 D -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
TPI Std: 2007
Max BC CSI: 0.072
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
No 4`8
STATE OF
40 015A38 FF 5138180 BB 7F4& 00 99.2E E5 FB
Visa ItemUn brae arJualed by tA".1 Martinez
FEIn.ttc..�d7A8if cn t'�aexir alrsswa atxcra taang 35N, i
rsthenacao�ncnde.
i Ar�eeder iasaiit�s doc ra masat crad&-d oz..fand—Id
andthe .".iAlsv?;ien6mfim derimt:0avedfcdenas.ydectraair
cmim
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 193 176 / 162 /- / 86 / 8.0
D 51 /6 /41 1- /- 11.6
C 64 151 /30 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Nre extreme care in fabricating, handling� shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
r BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
r�id ceilingq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610,
Sle. APg plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise, (2efer to
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI�PI 1, orfor handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
information see this ioWs general notes page and these web sites: ALPINE: www.alpinenw.com; TPI: www.tpinst.org; SBCA: wwwsbcindustry.com; ICC: www.iasafe.
Job Number: 136DCS124 Ply: 1 SEQN: 697174 / T14 / JACK
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW:
Truss Label: BJ1 Wgt: 11.2 (bs .. / ... 08/01117
4"3
V
-A
12
6 � C
2X4(A1) B
-F Tco
0 LO
M
1r1'
' 1'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
BCDL: 10.00
Risk Category: it
Snow Duration: NA
HORZ(LL): 0.001 D -
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
HORZ(TL): 0.001 D - -
NCBCLL: 10.00
4.2 psf i
Code / Misc Criteria
Creep Factor. 1.5
: 2.00
Soffit:
BCDL: 5.0 psf
Bldg Cade: FBC 2014 RES
Max TC CSI: 0.163
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.015
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
Wind Durafibn: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
A E f *of
Oft V
�
1.6SERAL .
A.
40 015,A38 FF 5681 B€f 8B 7F49 00 99 2E 85FB
Zhu Jim twbten by PA'ml marunw;
��(Fl.. ttes41rt92E an�mc�sfa shatv�rn6se�-u»�ngasi�»L
a�ihen2araitescc�dr.
i taa ctxpiasrairAva dccumo'A;um not cmSiamad swuda iz lad
arsE ihese�A. Z au4hestit»»taaa utde nit 4amsaf3ed cataa�d¢ctror�&
cwias.
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 150 / 77 / 145 1- / 42 18.0
D 11 110 118 /- /- 11.5
C -14 / 28 125 /- ! - / 1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Big Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum got Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply Agates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
any
failure to build the
g or cover pane
m.l The suiflability
Job Number: 136DCS124 Ply: 1 SEQN: 697175 / T25 / HIP_
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 3 FROM: AH DRW.
Truss Label: CJ7 Wgt 42.0 Ibs .. / ... 08/01/17
T
1
6'3" 9110"1
6'3" 3'7"
�-- 1'5" 6'1"4 3'2" 6"1
6'1"4 9'3"4 71
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac =1.25/ Plate
Dur.Fac =1.25)
TC- From 0 plf at -1.41 to
55 plf at 0.00
TC- From 2 plf at 0.00 to
2 plf at 9.84
BC- From 0 plf at -1.41 to
4 plf at 0.00
BC- From 2 plf at 0.00 to
2 plf at 9.84
TC- -7 lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TC- 238 lb Conc. Load at 7.07
BC- 23 lb Conc. Load at 1.41
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
C
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in Joe Udell U#
Loc R / U / Rw / Rh / RL / W
B 330 / 208 1- /- /- / 10.6
Pf: NA Ce: NA
VERT(LL): 0.015 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.034 G 999 180
E 385 1175 / - 10 / 0 / 1.5
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 / - /- /- 11.5
HORZ(TL): 0.010 F - -
Creep Factor: 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.241
E Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.326
D Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.256
Bearing 8 is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 15.01.011 0402.20
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
40 01 5A 38 FF 5B 81 BO BB 7F 48 00 99 2E 85 FB
This lr¢mhw btmtkrs -x atad mz9=led by UaraA A0arin",
.n (a. lic.Ca71VI ns 01t, daft showu abom fang a sg, rA
m.^thtnC�asarJt,
sv4aaaC er�iesexrar�s dre_4r:rr�t metcxsvdd sd.snd s�adcd
mad tisc si4.A�3 m.�¢ntita<iemasa9e rn+aE tiaatu7f%�exa amydatror�
r�1as_
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 -290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 -47 C - F 345 -709
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlingshipping, installing and bracing: Refer to and follow the latest edition of BCSI (Building
F Safety Information, by TPI anc3SBCA) F safety practices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to
60A-Z far standard plate positions.
a division of
any
tis drawing,any failure to build the
on this drawing or cover page_
ie design shown. The suitability
n
Gable Stud Reinforcement Detail
ASCE 7-10i 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
Ori 140 mph Wind Speed,,.45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nr. 1pn nnh wind Snead. 15' Mean Holnht. PnrEww Fndoeed. Fxmosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) ix4 'L' Brace r
(1) 2x4 'L' Brace r
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace *
(2) 2x6 'L' Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' t0'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
-
S P F
F
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14, 0'
Stud
3' e'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
o
H
Standard
3' 8'
4' il'
5' 3'
6' 7'
7' 1'
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' It'
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
-J
(U
S P
n
ID F L
#2
3' 10'
6' 7'
6' 10'
7' 9'
8' 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'
10, 11'
11' 8'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' B.
10' 4'
13' 1'
14' 0'
U
S P F
l_�
#1 / #2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
#3
4' 2'
7' 1'
7' 9'
e' 9'
9' 1'
10' 5'
to, 10'
13, 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
O
I� F
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' 5'
10' 10'
12' 8'
13' 7'
14' 0'
14' 0'
QJ
P
#1
4' 7'
7 7'
7' 11'
9' 0'
9' 4'
10, e'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 5'
7' 6'
7' 9'
8' 10'
9' 3'
10' 7'
11' 0'
13, Ill
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
IT 4'
14' 0'
14' 0'
14' 0'
0)
D F L
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'
10, 2'
10' 10,
11' 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8171
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14, 0'
d
S P F
#3
4' 7'
8' 2'
B' 5'
9' e'
10, 0'
It, 6'
1 12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
U
L_i
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
I1' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
0
I F
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
01.
5' 1'
8' 5'
8' 8'
9' 11'
10, 3'
11' 9'
12' 3'
14' 0'
0
14' '
14' 0'
14' 0'
d
P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
121 1'
14' 0'
14' 0'
14' 0'
14' 0'
03
4' 9'
7' 4'
7' !0'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
0
14' '
14' 0'
L
1JT1 F L
Stud1
4' 9•
1 7' 4'
7' 10'
9' 8'
10, 1'
11. 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
r
Standard
1 4' 7'
1 6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12' 0'
1 13' 7'
14' 0'
14' 0'
14' 0'
able Truss
:
Diagonal brace option -
if
T
vertical length may be
doubled when diagonal
18'
W
brace Is used. Connect
L
diagonat. grace for 6000_- _ _
- 'L'-
-
- - -
at each end. Max web
Br !!
total length Is 14'.
)Kill
(
2x6 DF-L 02 or
better diagonal
T
Vertical length shown
(
bracel single
8,
in table above.
or double cut
L
1
45'
(as shown) at
upper end.
IPI
Connect diagcnar-at I I I I ' '.' ' ' ' tilt. -%, '
midpoint of vertical web. llf� ly, Refer to chart above for , 0 0 m ,+ling
w*WARNDNfiaw READ NO FnUMW ALL NDTES- aN IHIS DRAWING!**jiPpRTA)NTu FURNISH TMS DRAWING m ALL t9NTRACTORS INCLUDING TW DISTALLERS. Q' APE
Trusses require extreme core In fabricating. handing, -shipping, brLstalking and bracing. Refer to and ' N,
fallow the latest edition of BCSI (Bulding component Safety Information, by TPI ontl SILICA) for safety - Z
practices prior to performing these functions. Installers shall provido temporary bra dsg per FM
Unless noted otherelse, top chord shalt have properly attached structural he bottom and bottom chord
s shag have a property attached rigid wilkg. Locations shown far permanent lateral restroNt of webs
shNl have swop gtinstaDsd per HCSI sections 43, 87 or BILL, ns unless
dAPFAyot dates to each Fnee ` T „�
of truss and ion as shown above nntl on the Jotmt Detaes, unlese noted otherwise. d
Refer to drawings 160A-2 for illCostandard plate positions.
Al me, division of ITV 8u mild he truss I Group Inc. shall not be responsible for arty deviation from q�,
%li tT\N COhAPI NY this adroW g, any facture to sued the truss h confornnnce with ANSI/TPI 1, or For hontllnW sh Pal g, r fig a +d
6utollntlan t bracing aF trusses. <,s ®Tti 4 \ AN
A seal on this drawing or cover page Listing this drawing, Inmcates acceptance of professional
gg yy solely for the design shaven The sultsslltY and use of this drawlllg
forfor onysbueMrereis
fhe responslltty of the &468nB DeslBrier per ANSI/TPi 1 See2l,
Earth LakefrontDriveFor mare Information see this Job's general notes page and these web sites
't1�RAeftap�:e Srq&Rtt\,
Earth City, MO 83045 ALPINEi malolneltr.cav TPD waxtolmstaral SBCM www.sbcblductrv.orpi ICd wewAccsafe.orn
Bracing Group Species and Grades)
Group At
S ruce-Pine-Flr Hen -Fir
#1 / #2 Standard 1 #2 1 Stud
#3 1 Stud 1 #3 1Stnndard
Dou las Fir -Larch Southern Pine*ww
#3 1
q2
Stud Studj
Stnndard Standard
Group Bi
Hen -Fir
#1 b Btr
#1
Dou tas Flr-Larch Southern Plnewww
#I at
#2 a2
Ix4 Braces shall be SRB (Stress -Rated Hoard).
■*For Ix4 So, Pine use only Industrial SS or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes:
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plF over
continuous bearing (5 psf TC Dead Load).
Goble end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0,128'x3.0' min) malls.
A For (1) 'L' braces space Halls at 2' ".
In 18' end zones and 4' o.c. between zones.
)IOKFor (2) 'L' bracesi space malts at 3' o.c.
In IS' end zones and 6' o.c. between zones,
'L' bracing must be a minimum of 80X of web
nember length.
11 Gable Vertical Plate Sizes
Vertical Len th I No S lice
Less than 4' 0' 2X3
Greater than 4' 0" but 3X4
Less than Il' 6'
Greater than 11' 6' 1 4X4
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
TOT, LD. 60 PSF
SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orr 120 moh Wind Sneed. 30' Mean Heloht. Partia[ly Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) Ix4 'L' Brace Is(1)
2x4 'L' Brace x
(2) 2x4 'L' Brace wv
(I) 2x6 'L' Brace w
<2) 2x6 'L' Brace r
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13' 9'
14' 0'
U
U
S P r
lJ F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
It, 3'
Il' Il'
13' 7'
14' 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
il' it,
13, 7'
14' 0'
�l f
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
QJI
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' it,
9' 3'
111 9'
12, 2'
13' II'
14' 0'
—j
S P
#2
3' 8'
6' 1'
6' 6' 1
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
93
3' 7'
4' 10'
5' 2'
6' 5'
61111
8' 9'
9' 1'
10, V
10' 10,
13' 8'
14' 0'
d
OJ
F
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 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' ill
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'
-
U
O
S P F
L, r
fl l
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
it, 10,
12' B'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
1 8' 7'
B' 11'
10, 2'
10' 7'
13' 5'
13' It,
14' 0'
14' 0'
S P
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' V
5' 11'
6' 4'
7' it'
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' 11'
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'
10' 2'
11' 0'
11' 9'
14' 0'
14' 0'
d
r
S P r
#1 / #2 _
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
il' 6'
14' 0'
14' 0'
14' 0'
14, 0'
03
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
0
LJ P
1
Stud
4' 5'
7' 7'
8' V
9' 2'
9' 6'
10' 11'
It' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 6'
6' It,
8' 8'
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
S P
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
11' 2'
It, 8'
14' 0'
14' 0'
14' 0'
1 14' 0'
#2
4' 8'
71111
8' 2'
9' 4'
9' e'
11' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
01
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
ill 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
ID F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
ill 0'
II' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' V
6' 5'
8' 1'
8' 7'
10' it,
it, 5'
12, e'
13' 7'
14' 0'
14' 0'
Diagonal brace option,
vertical length may be
doubled when diagonal
brace Is used. Connect
diagonal brace for 6900
at each end. Max web
total length Is 14'.
Vertical length shown
In table above. �
• Connect diagona a-l—t
midpoint of vertical web.
13389 Lakefront Oriva
Earlh City, MO 63045
Truss
Symm
About
/
(
wL,
Its-
L
Brace
i.31E
X
2x6 BF-L #2 or
better diagonal
T
I
brace[ single
or double cut
(as shown) at
18'
L
1
upper end.
^VIL
Ilk
`i,
Refer to chart above for max ga e11111r (Naey leng'
"VARNMIss READ AND FOLLOV ALL NOTES [IN THIS ➢RAVING
11O'ORTANTwe FURNISH THIS DRAWING TO ALL CONTRACTORS DICLUDING THE 4ISTALLER$
,,•v `` r '•,,
Trusses require extreme care In fabricating, handling, shipping, Installingg and bracing. Refer to air
follow the latest edition of SCSI (Bulding Conpon"t Safety Information, by TPI and SSCA) for safety
I
these functions. [perty ers shalt prance temporary brean per BCSL
practices prior to wise, top
Unless noted otherwise, top chord shalt have properly attached structural sheathing and button chord
shall have a properly attached Hold ceBklg. Locations shown for permanent lateral restraint of webs
shall have brotlnngg Mstalted per SCSI sections H3, 87 HIO, s applicable. Apply plates to enter Fnce
No
of truss and posltton as shown above and on the Joint Detalc, unless noted otherwise.
Yri
Refer to drawings I6DA-Z for standard plate positions.
Inc 6e Por devlatbn from
ATE OF
Alpine, n dvklon of [TV Burtding Canponents Group shall not responsible any
this droving, pray foYure to buad the truss to confornnnre with ANSI/TPI 1, ar for handing, shipping,
� .� 1/�Q�
/��
Installatlan 6 bracing of trusses.
A seal on Urals drowing ar cover page Ustine tWs drnwfnp, bnoicates acceptance of professiarwl
The tint drawin0
Lt ��4`, Vim! ,
'��,.'O�: .. � n '��+
ngtrleering reapansNnity solely far the desMn shown. sWtnbllSY and use of
For any structrre is the respor�sbplty of the Bulldin0 Designer Per ANS!/TPI l SeeE
'�i „S�� �t�;:
y/.ff ��
,. For more NFornaHon see this Job's general notes page and thrse web skes�
SBCa ICG
AI A`` �`5�� >,s�3
�4f � M. ttR
ALPDIEr wrw.alpineltw.con) TPb wwe.tpknstorgi www.sbcentlustryargl ww.Jccsafearg
Bracing Group Species and Grades -
Group At
S ruce-Pine-Fir Hen -Fir
#1 / #2 Stonrdtla#2 Stud
#3 Stud #3 Stondnr1
Douglas Flr-Larch Southern Pinewwn
#3 03
stud Stud
Standard Standard
Group B,
Hen -Fir
#1 & Btr
#1
Dou lay Fir -Larch Southern Pinewww
#t 1 #1
#2 1 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
—For Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these wades.
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' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' min) malls.
dl For (1) 'L' brace+ space naps at 2' oc.
In is' end zones and 4' o.c, between zones.
X)KFor (2) 'L' braces. space nails at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No S lice
Less than 4' 0' 2X4
Greater than 4''0', but 4X4
less than 12' 0'
t Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall.
TOT. LD, 60 PSF
MAX. SPACING 24.0'
F ASCE7-10-GAB16030
TE 10/01/14
WG A16030ENC101014
A
'T
Relnfoi
Memo
Go
Tr
Gable Detail
Fnr I at —in Vprtlrnlc:
Gable Truss Plate Sizes
'propriate Alpine gable detail for
e sizes for vertical studs.
Englneered truss design for peak,
b, and heel plates,
vertical plates overlap, use a
to that covers the total area of
tipped plates to span the web.
2X4
2X4 2X8
rroviae connections ror upuri speciriea on Tne engineeree Truss design,
Attach each 'T' reinforcing member with
End Driven Nailsn
10d Common (0.148'x 3,' min) Nalts at 4' O.C. plus
(4) nails in the top and bottom chords.
Toenalled Nallsn
10d Common (0.14B'x3',mIn) Toenails at 4' tic. plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detalt for ASCE
wind toad.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
ALL515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENCI0f014, A20015END101014i-A20015PED101014 - ---
A11530ENCL01014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014
See appropriate Alpine gable detail for maximum unreinforced gable vertical
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member -
Toe -nail - 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 chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
✓eb Length Increase w/ 'T' Brace
'T' Relnf,
Mbr. Size
'T'
Increase
2x4-
30 %
1
2x6
20
Example-
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP N3
'T' Reinforcing Member Size = 2x4
'T' Br -ace Increase .Trom Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
MVARNVJG" READ AND FM1.0Y ALL MITES ON TMS DRAWM ` .- p,� -.,"� REF LET -IN VERT
eeIllPU2TANTo FIIRMSH TNIS DRAVING TO All CDNTRACTORS AdG.IlDDK Tiff INSTALLERS. `�����G 1„ MA,71�>>��
Trusses require extreme core In fabrboting, hondBng shipping, installing and bracft. Refer to and `1 v 1
fallow the infect edition of BLS' ""' Component Safety'nfornatmn, by'I and " for soFety e g� DATE 10/01/14
prncticos prior to perfornMg these functions, installers shall provide temporary bratlns per RCSL �� �`�j Lt V�<� �
Unless noted otherwise, t chord shall have properly attached structural Shen and bottom Chord DRWG GBLLETIN1014
shall have a proporly attaehod r eaR4nB. Loeotlons shom for parwmnt.tnternl restraint of •ebs
shall have bracing installed par B I sections H3, 8
7 or B10, as ti pt1 =able. Appty plates to each Face '
of truss and position as shorn above and on the Joint Detals, urdess noted otherwlse. - -
Refer to drawings 160A-Z for standard plate positions
Alpine, a dvLNon of ITV Bu@dlnp Components Grwq Inc shall not be rasponssile for ony devintlon fro"
AN RWCAMKIV this raw q any fall— to bond the truss h conformance with ANSLTPI L, or for hamAing, shipping. S. ST TE 4F MIX, TOT, LD. 60 PSF
hstaltatbn 6 bra of trusses.
A seat on lids dwwtrp or cover pa llsflrng this drnwhp, ht0cates acceptance of professiofml
ernpkuerbng rsspansWlty sdNy far the de shown The sn/tabuty and owe of thle drowning 'i 9 `tq�' w UR, FAC, ANY
far any structure Is tM resPonalh7tty of tine BWtding Doslgner per ANST/fPI t SerZ % 4 v C\
Earth City,
MO lDdve For nora Wor,ation sea -this Jobs general notes ppaage and these web sitesn 'iO�e:' O V �� MAX. SPACING 24,0'
Earth Ci ,M053046 ALPINE, www.ahrinsitwtonr TPD www.tainstora SSM wvcsbWdustrvaral ICO wwrlccsnfeora �.. �ft.�. -- r'tS J��
Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
x)E Attach each valley to every supporting truss with,
(2) 16d box (0,135' x 3.5') naps 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.
12 3X4
12 Max.
2X4 X4
i-- 8-0-0 max
4X4
20-0-0 (++)
Supporting trusses at 24' oz. maximum spacing,
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',
Pitched Cut
Bottom Chord
Valley
4X4
Valle
Spacing
2X4
Square Cut
Stubbed Valley
Optional Hip
Bottom Chord
End Detail
Joint Detail
oe-nailed
X4
I-
SP°
AM
■eWARNINtit a RM AM FOUJ W ALL NEITES ON I= Tauvnra �EI- IVIA TC LL 30 30 40PSF REF VALLEY DETAIL
Te aI1PORTAN. FURNISH THIS WAVING M ALL CONTRACTORS INCUMM THE INSTALMM
Trusses require ..tre.. cwe In fobrtc.tkv, hand, shipping, Installing and bradnly Refer to and/.-'
f«toe the laSeat edition of SCSI (Builrenp Canpomnt SaFety Inforno1 by TPI and SBCA) for .Fell, �C Efv � C DL 20 15 7 PSF DATE 10/01/2014
ctkea prior to perforMng these functions. Instant— shall provide tenparary brodng per>,v
Pi`ntaa s no
othvrNse, top chord sMll hove properly attached traaar« ahwfhmp and bolts. shard B£ DL 10 10 10 PSF DRWG VAL160101014
stall have a property attached r11pglItl -1LLW�Ra L—tl— shown for rnnnent lateral stratnt of sets `
a I�� ~ shall h... bract, gg Installed per BCSI sec`.6ns B3, H7 or 81g, oa ap kptabte. Apply plates to each face
I' IL._Il� F truss and sMan as sho.. aba a and on the Joint Detaas, wlass noted otherd— _ � a BG LL 0 0 0 PSF
ILI��I�r R.— to dro•Mps ISCA-Z For standard plate posltl— (jj
Alpine, o division of ITW Babd�lnnoa Conponent. Grooww Inc. shalt not be responsible far any d-1 tiara fro. 7 j TOT, LD, 60 55 57PSF
API R1N WMPANY this drawing, any FaAwe to buGd the truss h confor.once Wth ANSI/TPI 1, or for handling, shipping, rE� E Q�
Installation 6 brodnp of trusses.
A seal on this dMeirla ar cover paps Usthp this dra'[M bulCotes ar.epta— of profosslonal " t�
no
respansmntty solely for the design shoes The suttatAtty and rre of this GaeY,p it Q fyy} UR.FAC.1.25/1.33 1.15 1.15
13389 Lakefront Odve Far any stnct—. Is the ,..pCr.&Ahy of the Butr6q Deslprw per ANSf/TPI 1 Sec2 � �• c� � � '�
Earth CIIy,M063g46 For none InfoMatlon see this J b's general notes ppaage and these web sitem �r, �tJ Q 1E.'* �SPACING 24,0'
ALPINE, malpinelteca.l TPA—tpl.stgrgl SBCN ee•sbclndustryrngl ICO evelccsafo.orp /i V l n • - ��
HM
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wlnd, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1,0.
Or 140 nph 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 piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
nor Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications.
Detail A : Purlin Spacing = -2 -' o,c, or less
Piggyback cap truss slant Walled to all top chord
12 purlin bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 k3 grade scab
Up to 12 (1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' O.C.
4' 2' - 14' Attach purlin bracing to the flat top chord
using (2) 16d box nails (0.135'x3,59.
2'
The top chord R3 grade 2x4 scab may be replaced
urlin Spacing = with either of the followings (1) 3X8 Trutox
24' o.c nax plate attached with <8) 0,120'x1.375' nails, (4)
Into cap TC & (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'x1.375' palls. Note, Nalling thru holes of
-
Top Chord Scab (Typical Each End) Flat top chord purllns required at both wave plate Is acceptable.
ends and at 24' max o.c, spacing In between,
Detail B , Purlin Spacing > 24' o,c,
Piggyback cap truss slant Walled to all top chord purlin
bracing with (2) 16d box nails (0135'x3.5') and secure top
chord with 2x4 k3 grade scab <1 side only at each end)
attached with 2 rows of 10d box nails <0,128'x3'> at 4' o.c,
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'x3,5').
Up to 12
4' 2, ® 4'
2'
Purlin Spacing >
24' o.c. max
Full
Tap Chard Scab (Typical Each End) Chord Flat top chord purllns requlred at
Depth both ends, purlin spacing > 24' o.c,
Note- If purllns or sheathing are not specified on the flat top of the base
le In addition, provide connection
with one of the following methods-
Trulox
Use 3X8 Trutox plates for 2x4 chord member, and
3X10 Trutox plates for 2x6 and larger chord
members. Attach to each face a 8' o.c. with (4)
0.120'xl.375' nails Into cap bottom chord and (4)
In base truss top chord. Trutox plates may be
staggered 4' o.c, front to back faces.
APA Rated Gusset
B'xB'x7/16' (min) APA rated sheathing gussets
(each face). Attach a 8' o.c. with (8) 6d common
(0,113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c, front to back faces.
2x4 Vertical Scabs
x4 SPF 412, full chord depth scabs (each face).
Attach-e 8' o,c.-with (6) 10d box. nails (0,128'x3')__
er scab, (3) In cap bottom chord and (3) In
ase truss top chord. Scabs may be staggered
4' a.c. front to back faces,
28PB Wave Piggyback Plate
One 28PB wave piggyback plate to each face
@ 8' o.c. Attach teeth to pigg back at time of
fabrication. Attach to supportng truss with--
(4) 0,120'xl,375' nails per face per ply.
Piggyback plates may be staggered 4' o.c. front
to back faces,
truss, purllns must be Installed at 24' o.c. max. and use Detail A. l,=pJJJJJJ]JJj
O
Q ��
AN RW COMPANY
Earth La�kefront .MD63dve
Earth Ci . MO 63046
-WARUAGM WAD NQ FBLLOW ALL NOTES a Was BRAVIHGI
..B+PMTam. rM4S11 TIM BRAVING m ALL CMURACTM W=114 THE B)STALLERS,
Trusses require extreme care h fabricating, handng shdpping, Instoftii and brnchg. Refer to and
follow the latest edltlon of SCSI (Bustling Component Safety Information, by TPI and SBCA) for safety
practices prior to perfor,&Ag these functions. Installers shall provide temporary bradng per BcSL
Unless noted othorilsa, top chord shalt have properly attached structural sJ,-Xtj and bottom lard
shall have n properly nttnched r1pW eellhp. locations slam for permanent lateral restro e h robs
shall have brarJng Installed per BCSI seetlons 83, 87 or BIO, as npdIcabla. Apply plates to each Poee
of truss and osltlon as shorn bow and on the JoInt Details, UMess noted otherwise.
Refer to drawings 16gA-2 for standortl plate positions
Alpine, a dlvisbn of ITV Building Components Group Inc shall not be responsible for any deviation from
this drawing, any fnlwe to bind the truss In canfornance with ANSI/TPf 1, ar for handling, shdppbp,
bstn(1o41on 6 brndng of trusces.
A sent on tlils drnr4ep or cover pope DstY'lp tlis drnrhg, lndirntes necept.nce of profesaioml
respord:Bl0.lty solely for the deslpn shown. The sultnblity and use of tNs drnwY,ga
For any Is fhe rosponslbsity of the Bu0.dklp lieslpnor per ANSI/tPI 1 Sae2.
for norc hfornatbn see ttd. Joh•s penarnt notes page and these web skes�
ALPINE. wr.alpNWte.canl TPB wrw,tpMstorgi SBCN nrsbcMductrynrpl ICG n.lccsafeorg
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REF PIGGYBACK
DATE 10�01�14
DRWG PB160101014
-
•�
SPACING 24,0'
IIff11111111111t
l
Hip Frame Details Hip Frame
1.IAVA Alt... B -q
Q
R'
kthed
Use
ASCE
this detail
7-10, 180
for;
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame - provided by truss manufacturer,
Hip frame is designed to provide bracing for flat top
ASCE
7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
chords of hip frame system where indicated, Flat top
ASCE
7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chords of stepped hip system must be So, Pine lumber,
ASCE
7-02,
140
mph,
30' Mean Hgt, Partially
Enclosed,
Cat
II,
Exp C,
Structur § panels must be property attached directly
Residential,
Wind
TC
DL=4,2
psf, Kzt=1,00
To hiq a K _iYwrtins,
wwp(Pp(TANTww Ira READ MA TAM A°`iL"LL CORM`�'ACTM DCLOW TVDi°W MWALLEas,
Trusses require ewtremt care h fabricating. hnndUng, sWpplrg, tnstalUm antl bracing. Refer to ord
�y
� �� (',EN i
` �\ s`
REF HIP FRAME
DATE 10/01/14
folio. tin@ at@9s ea9tion of SCSI (Su0.dng Carr onent Safety Infernntbn, rPt and SBCA) for safety
N �1
=
these functions. 1;,1;1ers shop provWe temperary brntlng per 9CSL
praclk:es prior to performin9.1
Unless noted otherMse, top chord shall have properly attochetl structr,rot sheatWng and bottom chore
c
DRWG HIPFR1801014
shall have a property attnrJled Npld calling. Locations shorn For permanent lateral restrain of webs.
as npWkahie. Apply plates to each Pace
J or Details,
sections the
d+nll Mve Bd pot ion 4% d per above
oP !ruts aI1lI po9ltlan a5 5hawn aboV@ and on the Joint gelsAs, tiniest noted othenist.
—
S A E OF
—
ILr—�
AN ITY✓OJMPp.NY
Re Per to drawings 16OA-Z for standard plate positions.
Atp;ne, a dlvislon of ITV Br adhg Components Group 1— shalt mot be responslWe for anyy devintbn from
tNs drar4+g, any fall- to brIld the truss h — ornance with ANSI/TPI L or for hnndling, shpptrg,
.4
S 9 AN �Q^
+ [1
`
hstn{Intbn 6 brac4g of Srusses. this titer hdcates naeptnnce of fessbnal
A seal on this drawing or cover page Ustl% wing, pro
eng naponsmpl4y solely for the eksJ Th d.
;
0 F! 1
y
13369 Lakefront Drive
Ulm try ruetry�e Is fire resporsgUl;ty oP the BA� �rYANSVTPI 1 See2
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Earth City, Iut063046
for more hfarnetlon see this Job's gemerat notes page and these web sites
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Cracked or Broker Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be Increased for
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. Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be. within the broken panel,
Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered,
Nall Into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nall using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detall 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 mny 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
--iTYpical ~
+ O + O + ,O + o
O + O + O + 0 +
—I 2' [--
Stagger
+ = Back Face 10d Box (0,128' x 3', min) Naitsi
O = Front Face 2x4 Member - Double Row Stagger(
2x6 Member - Triple Row Staggere
Nail Spacing Detail
Duration of Load
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
4
975#
10554
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
1 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#
Minimum
L Distance
—VARNINGMS READ AND FQLDV ALL NOTES ON THM DRAW1141 �`- -_ '?' 'aREF MEMBER REPAIR
s De'OITANTo fIMUSH DO DRAVING M ALL C WTIMMI S INCLUDDIG THE msTALLEM C
Trvsses reeuire eztrene c e h Pabrkotirg, hendt4g, shipptrg• installing nrd 6racM& Refer to and u ✓„
follow the 11111 estion of HCSI (Huk➢ng Conpan¢nt Solely infornatlan, by TPI and 18
CA1 far safety �' � DATE 10/Ol/14
practices prior to perforning 't functions. Installers shalt prow¢ terporory bwclrrp per BCSL No.
unless noted otherwise, top chord shall have property attached structural Shea ng on bottom Chord DRWG REPCHRD1014
shall have Property attachod rlppo coking. Locntbns shown for pernnnent lateral restraint of webs vy,
shalt have bradng Installed per BCSi seeSIML 33, D7 or B1g, as a,p lk bte, Apply Plates to each foes Pi
Q II 1LJJ� I of truss and position as shown obaveand
on the Joint Details, unless noted otherwise. 41
L_ U� ILiT= Refer to drawings 1611A-Z for standard plate positions. ��
Alpine, o dvislon of ITV &dlding Conponents Grow Inc shall not be responslbte for any deviatlon fro,
AN TTWCOMPANY this drawing, any f0we to bind the truss In confarmance with ANSI/TPI 1, or for handling, shipping, w `v a
lnstatlatbn a bracin of trusses. %
A seal on Hds drcalrq or cover page ltstbg this dra.kg bdcates occeptnnc¢ of professional '^/ n
erg:reering resPanamllltyy olely for the design 40
shown. The suitablity and use of this drawing
73389 Lakafronl Drive fd' any structure is thesresponsmlity of the Duadhg Ileggntr per ANSI/TPI i Seed�i{ JA+R�
1338 City. MD 630d5 For pore Information swe this Job's general notes page and these web sites, 'tfrr rY \t\\t
ALPWEr www.aipineitw.com, TPD www.tpinstorgi secA. wew.sbdndustryorg) ICa wrwlccsafearg rn ul\ SPACING 24,0' MAX
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB C❑NFIGURATION FOR 24' O,C. MAX.
STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND 10PSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FORT
1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP
2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. r
3. LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME.
4. DRAG LOADS CONNECTED TO THE FALSE FRAME.
5. TOP CHORD APPLIED FALSE FRAMES.
6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
0 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0').
It FILLER 1 1 8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
---- j81
4' 0' pC MAX, LENGTH TO TRIM
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 ❑PTI❑N.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH),
APPLY REQUIRED BRACING (SEE BELOW).
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTI❑NS OF A TRUSS).
*LATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ❑RIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS_ BEARING__ LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT- TO SAY THAT IN NO - CASE -MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' ❑.C, IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VERSION OF ANSI/TPI.
NOTE+ FALSE FRAME MEMBERS MAY BE CUT AND FIELD M❑DIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT C❑NDITIONS. 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 CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- J❑IN 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' D.C. AT THE FALSE FRAME HEEL JOINT IF
-DESIRED.--
VERTICALS MAY BE J❑INED BY (2) 3x6 TRULOX PLATES -WITH- (4) 11 _GAUGE
(0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY). _
—WARH1NGw READ AND FML13V ALL NEITTS ON TM DRAM
writ MTAHTsw FUMUSH THIS DRAVDO TO ALL CONTRACTORS MCLUD13J6 THE DLSTALLEM
TrLsses require ertrene care In fabrkatVg, hontl8np, 4q b+stnl9ng and brocha Refer to on
follow the latest edltlon of SCSI <B",g Component Snfety In6-ornatlon, by TPI and .111. far safet
pprrn .a prior to performing these fvCtlonc TratAILarS shall provide tarpornrryy .e:hg par BCSL
UNess noted otherwise, top chord shall have properly nttnched structural shoaWna and batI— Ch
shall have a properly attached HVg ceiling. Locatlans shorn Par pernment lateral restraint oP rd
shall have b posi buta9etl per above
sections the
joint or Blo, ns ppplknble. Apply plotes to each Pn[
(= of truss and position as shorn above and t. the s.Duals, ess notetl nsherrlse.
Refer to drorings 160A-Z for standard pint, posltkms
Alpine, a envision of ITV IhAddh�pp Components Gro�.p Im shall not be respon sible for my deviation f
AN ITWCONPANY this drowb,g, my falure to WWI—thetruss h confornmce rKh ANSVTPI l or for hnndd g, sNppbg,
b,sWRatlon L broc4ig f trusses.
A seal on this drowbg or cover page lising this drawbp, Mmtes occeptanoe of professional
9 re ttyy solely gar the de shorn The sWtabWlY —cl use of this drawing
13389 Lakefront Orive for n�e the respanslrlity of the DA&V Designer per ANSI/TPI I Sect.
1338 Lakefront
City, Mot Ddvo For more Information see this Job's general rates pago and these web sites,
ALPINE, wrw,olpineltw.coml TPh www.tpinetorgl SBGU vwwmbcintlustryargl IC0 w-kcsafe,ora
GEN
N .
S At OF
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
I
41
}
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 Mph wind, CAT II, EXP C,
30,00 ft dean 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, sane grade and species as top chord designated on
Engineer's seated 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,
oVARWMZ. RM NO FMI" ALL NG= a TM BMWIW
rrplp(glIANI✓v FUW= TNIS DRAVM M ALL. COKMCTMRS INCUM G Tiff INSTALLERS.
o` J`G..,rl�°%
\. �s�
TOTAL TOP CHORD
TO
REF 2X4 SCAB O.H.
DATE 10/01/14
Trusses requk, ertrene care In fabricatlng, handMg, shlppInp, lnctalUng and b—b g• R.Fer to and
folio. the latest edition of BCSL OJu4rlln9 ConponenL Safety Inforwtlon, by TPI and SBCA) for aafoty
GEl11S/(� F
`�' ` �,� ` $
LOAD NOT
EXCEED 40 PSF
DRWG ❑HSCB2X41014
Practices prior to perforNng than Punctbnc Instnllxs shall proNtle tenporary MaMg per BCSL
w ss noted other.lse, top chortl shalt have properly aKached rtrusturnl rhea g ontl batten chord
g
NO i
CDEAD PLUS LIVE)
d ���
Locations shorn Per per btl lateral restraint of .ebs
shall haven properly attached rlgkiNF9BCSI sections J or Ste, os appllcnhta, Apply Plate-rwl— to aad. face
shall have and
f truss and ppoo Ion as d+orn above and on the Joint Oetalc, unless noted otner.lse.
po Lon as s per abo and an the
W
Refer to dra.ings 16DA-Z for standard plate positions.
S E QF'
AN RWCAMPANY
Alpine, a divWon of ITV &dlWng Components Group Inc. shall not be responsible for any devlatlon fron
thls tlra.4q any f.,"-o to build the truss In con ornance elth ANSI/M 1, or for hondit, shipping,
.Q
�4
installotbn 6 gracing of trusses.
A seal on this dra.4p or cover page Usttft this dra-ft, Imemtes accept-- of professional
sh�gultdhe ➢ goer i Sec�2.s d'6e`+g
engtneerirg respanseiRtty solelyrc o
��i `�
® ` e�>�
DUR, FAC, 1,15/L25
.3369 Lakefront Drive
for any structure Is the the peryAN -"s
For f see thl. job's notes page and these -b sits.
1n
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E.,th City. MO 63045
..ongenewl
ALPINE,>r.alee
mnP.r tp r... torgl SBM sbcI stryorgi IM ...lccsafe.org
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SPACING 24'
12 (2) 16d TOE NAILS
O iVAR1ES OPTIONAL SCISSORS BOTTOM CORD
I �!
(2) 16d TOE NAILS
18-0-0 MAX. SPAN
I
TYPICAL END JACK (EJ)
i
N.T.S.
i 12 1 NAILS
e
VARIES � See Connection Detail
—(4) 16d NAILS
See Connection Detail
TYPICAL CORNER JACK (CJ)
N.T.S.
TYPICAL CORNED SET INSTALLATION
TYPICAL LGIADING (P.S.F.)
11LE: SHINGLES:
TOP LIVE LOAD:? 20 20
TOP DEAD LOAD: 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL: 45 37
STRESS IINC. 1.25 1.25
WIND DESIGN: M 160 MPH PER
ASCE 7-10 MM. 24" O.C.
**WARNING** Read & Fdllow all notes on this drawing.
Furnish this drawing to all Contractors including the installers.
a!
EJ a
End Jack EJ
iv eveled Jack (BJ)
m
(BJ) v
Of
w
0
m
a
CONNECTION DETAIL
to
(2) 16d GUN NAILS
m
FOR EACH LOCATION
SHOWN TOP & BOTTOM
GJ
2x4 SYP Nailer 16" Long
Gpl�� 6r-o" MAX.
Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
B 0 12
VARIES (4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
b
,11819ltili!
MAq
C,ENg�..Fc'�®
No > MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182
STATE OF . 411
O . e
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