HomeMy WebLinkAboutTRUSSRANEY COMPONENTS
aney 19900 Independence Blvd.
Groveland, FI 34736
omponents, LEc one: (352)429-9429 • (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS013
Printed: Fri, Oct 13 2017
rov rmormar►on:
Address:
FOR Name and License Number:
IomerName:
Creekside Lot 13
I Horton
8405 Cobblestone Dr
crlption:
City, State, Zip:
BB 1828-Cali "C"
Fort Pierce, FL
" ! 'Ft"
oad
ing n orma to Bn.
Roof Loads:
Floor Loads:
TC Live: TC Dead: BC LIva: BC Dead:
TC Live: TC Dead. BC Live: BC Dead:
20
7
0
10
0
0
0
0
Bldg. Code. Wind Sld: 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 24 Total 24
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17 A16
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Page 1 of 1
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Job Number: 136DCS013 Ply: 1 SEQN: 63544111 T10 / COMN
4E6B 1828-Cali "C" /DR Horton /4EB8 1828-Cali "C" City: 11 FROM: AH DRW:
Truss Label: Al Wgt: 221.2 Ibs .. / ... 10/13/17
7'10" 14'4"71 19'10" 25'3"9 31'10" 39'8" i
6'6"8 } 5'5"9 + 5'5"9 + 6'6"7 + T10"
E=5X6
03X4 D F�3X4 -
12
6
in (a) 5X6
05X6C G
(a) (a) o
=4X6(A2) B i H=4I 6(A2)
3213
P 01 N M L K J
IM4 =3X6 =3X4 =3X8 =3X4 =3X6 1112X4
7'8"12 4'3"4
2'0"1� 5'9"1 'f' 5'9"1 + 2'0"15
4'3"4 1 7'8"12
T8"12 12'
4'0"1 19'10" 257"1 2T8°
31'1% 39W
Loading Criteria (psi)
Wind Criteria
Snow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg:INA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: �A Ce: NA
VERT(LL): 0.178 M 999 240
B 1650 1709 / 961 / - / 445
18.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.388 M 999 180
H 1650 / 709 1961 / - /-
/ 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.075 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP. C
Mean Height: 15.00 ft
HORZ(TL): 0.163 J - -
B Min Brg Width Req = 1.9
NCBCLL: 10.00
TCDL: 4.2 psf
Code! Misr Criteria
Creep Factor: 1.5
p
H Min Brg Width Re 1.9
q
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.633
Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI IStd: 2007
Max BC CSI: 0.550
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep, Factors Used: Yes
Max -Web CSI: 0.604
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plan Type(s):
Chords Tens,Comp. Chords
Tens. Comp_
Wind Duration: 1.60
WA)/E
VIEW Ver: 16.02.01 D.0314.13
A - B 27 0 E - F
1108 -1898
Lumber
B - C 1442 -2960 F - G
1263 -2429
Value Set: 13B (Effective 6/1/2013)
C - D 1263 -2429 G - H
1442 -2961
D- E 1108 -1898 H- 1
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
B - P 2568 -1122 M - L
2081 - 814
P - O 2565 -1122 L - K
2566 -1128
Bracing
Continuous lateral
*1+�y
T
O - N 2565 -1122 K - J
N M 2081 J H
2566 -1128
2568
(a) restraint equally spaced on'ir
"T"
e��e
- -788 -
-1128
member. Or 1x4 reinforcement. 80% length of
web member. Same species & SRB grade or better,'
ice,
y
attached with 8d Box or Gun (0.1131x2.5",min.)nails
�„
Maximum Web Forces Per Ply (Ibs)
@ 6" oc.
+ + �a
NO.047M,P
Webs Tens.Com Webs
Tens. Coin P•
."
P - C 286 -13 M - F
468 -734
Tray Scab(s)
e.
C - N 387 -554 F - L
484 -204
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
to face Nails 8"
-
N - D 482 -203 L - G
387 -554
scab of chord with: @ oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
' -
D - M 468 - 733 G - J
286 15
panel point: (0).
E - M 1338 -714
Loading
t
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
X
clearance.
#..,
Wind
40O15A3SFF5BS
f)6B7F4SC0992E&5FB
Member design based on both MWFRS and C&C.
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"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALIT CONTRACTORS INCLUDING THE INSTALLERS
regqwire extreme care in fabricatingg handlingp sh!pping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Infornation, bV TPI and SBCA) foP safety practices prior to pertorming these functions. Installers shall provide temporary
per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly
d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise_ 12efer to
s 160A-Z for standard plate positions.
a division of ITW Bu,Idin!!��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIrfPI 1, or for handling} shippin�, installation and bracing of trusses.A seal on this drawing or cover page_ _
this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability
e of this yawing for any structure is the responsibility of the Building Designer per ANSIfrP11 Sec.2.
Job Number: 136DCS013 Ply: 1 SEQN: 635452 / T13 / COMN
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW.
Truss Label: A1A Wgt 254.8lbs / ... 10/13/17
7'10" + 14'4"7 + 19'10' + 22'6"41 268" 1 31'10" t 39'8"
7'10 6'6"8 5'S"9 2'8"4 4'1"12 5'2" 7'10"
m
f7
0
T
N =4X61
E_6X12
m
0
B(A2)
192X4 =3X6 =3X4 =6X8 1112X4 p12X4 =5X10
�1 7'8"12 + 4'3"4 + 2'0"15� 59"1 2'10" 4' 50"1 _ 7'11"15 1
T8"12 12 14'0"1 19'10" 22'8" 26'8" 31'8"1 39'8"
Loading Criteria (pso
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 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 50 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "136" 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).
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): 0.233 F 999 240
Lu: NA Cs: NA
VERT(TL): 0,539 F 876 180
Snow Duration: NA
HORZ(LL): 0.124 K - -
-
HORZ(TL): 0.286 K -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.615
TPI Std: 2007
Max BC CSI: 0.549
Rep Factors Used: Yes
Max Web CSI: 0.972
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 16.02.01D.0314.13
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1557 / 708 / 960 /- / 445 / 8.0
1 1557 / 707 / 959 /- / - 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
I Min Brg Width Req = 1.8
Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1417 -2556
B - C
1439 - 2761
G - H
1753 - 3390
C - D
1261 -2220
H - 1
1434 -2754
D-E
1106 -1732
I-J
27 0
E-F
1511 -2512
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
B - S
2390 -1119
P - O
20 -9
"
S - R
2387 -1119
N - L
2965 -1289
R-Q
2387 -1119
M-K
26 -12
ee�
Q - P
1897 - 788
K - I
2382 -1121
v
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S-C
286 -13
N-F
214 -147
C - Q
384 - 563
N - G
57B -1048
Q - D
D-P
458 -199
471 -681
G - L
L-M
869 -407
71 -3
t a
E - P
E N
59 - 531
2267
L - K
L H
2552 -1200
634
-
P - N
-1099
1880 - 659
-
K - H
-187
466 - 869
N-O
18 -1
40 015A 38,FF 53 81 B0 SB 7Fdf8 00 99 ZE 85 FS
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ass6 tt�: 2¢nt�a6aaarcata ms�rdasaxr3ftd rn a�*a3«tmrsk
da�los.
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
luire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
i Safety Information, b TPI anr3'SBCA) r safety practices prior to performing these functions. Installers shall provide tempos
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro 9per y
iid 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. itefer to
60A-Z for standard plate positions.
a division of
failure to build the
g or cover page.
rn. The suitability
any
i
Job Number: 136DCS013
Ply: 1
SEQN: 635461 / T9 ! HIPS
4EBB 182E-Cali "C" /DR Horton
14EB13 1828-Cali "C"
Qty: 1
FROM: AH
DRW:
Truss Label: A2
Wgt 246.4 Ibs
/ ... 10/13/17
7'10"
14'2°11
19' 20'8" 25'5"5
31'10"
39'8"
f
T10"
6'4"11
4'9"5 1 1'8", 4'9°5
6'4"11
+ T10"
m5X8m5X6
E F
1112X4 D
G 1112X4
12
6 p
=`o
(a) (a)
35X6
05X6C
H ' -
0
m4X6(AA2) B
km4 X6(A2)
33
Q
PI
O N
M L
K
1112X4
=3X.6
=4X10 =-4X10 =4X10 =3X6
1112X4
TB"12 4'3"4 12711 5'7"5 5'7"5 2'2"11 4'3"4 7'8"12' 1�
7'8"12 12' I14'2"1 19'10" 255"5 27'8" 31'11"4 39'8"
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:INA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf. �A Ce: NA VERT(LL): 0.153 G 999 240 B 1557 / 710 / 963 / - / 428 / 8.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.352 G 999 180 1 1557 / 710 / 964 / - /- 18.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(fL): 0.145 K - - B Min Brg Width Req = 1.8
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 I Min Brg Width Req = 1.8
NCBCLL:10.00 TCDL:4.2 sfp
p Bldg'Code: FBC 2014 RES Max TC CSI: 0.599 Bearings B & I are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPIIStd: 2007 Max BC CSI: 0,557 Bearings B & I require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.648
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 1428 -2193
Lumber B - C 1469 -2762 G - H 1287 -2212
C - D 1286 -2212 H - 1 1470 -2762
Value Set: 13B (Effective 6/1/2013) D - E 1428 -2193 1- J 27 0
Top chord 2x4 SP #1 E - F 1087 -1539
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp.
B - Q 2391 -1147 N - M 1534 - 696
Bracing �AAA:� Q - P 2388 -1146 M - L 23B8 -1162
(a) Continuous lateral restraint equally spaced on P - O 2388 -1146 L - K 2388 -1162
♦r'rw
member. Or 1x4 "T" reinforcement. 80% length ofv WY1 �° Fa O - N 1534 -584 K -1 2391 -1162
web member. Same species & SRB grade or better, .
attached with 8d Box or Gun (0.113"x2.5",min.)nails v
6" oc. ' e Maximum Web Forces Per Ply (Ibs)
@ Webs Tens.Comp. Webs Tens. Comp.
Tray Scab(s)
Q - C 290 -13 N - F 338 - 255
1 2x4x0-3-11 x SP #3 scab at each end. Attach "
() C - O 386 - 570 F - M 817 - 562
scab to face of chord with: Nails @ 8" oc, plus D - O 315 -317 M - G 315 -317
STATE
additional nail clusters at: BRG.: (0), heel: (0), 1st O - E 817 -562 M - H 386 -570
panel point: (0). at
�' E - N 338 - 256 H - K 290 -15
Wind
Member design based on both MWFRS and C&C.
40 015A38 FF 513 81 BOOB 7F48 G0 99 2E 95 I'S
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Prbtal cfvL rQfr3'is d=Lr=d a° sotc=ldsxmd s�ndemi waled
andtrte;=..�T.A«'Za;vSisenGptkwsc�la sanaY Yam xedtkdces aeeyd«tmrsic
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme pre in fabricating, handlingp shipping, iristalling and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, bV TPI and'SBCA) foot safety practices prior to performing these functions. Installers shall provide temporarryY
bracing per BCSI. Unless noted oherwise,top chord shall have ptoperly attached structural sheathing and bottom chord shall have a propperly
attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as appI ble. 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 posilions
.
Alp!ne, ad iv!sion of ITW Buildin Compo.en ts Group Inc. shall n I t be responsible for any deviation from this drawinci any failure to build the
truss in conformance with ANSIPI 1, or for handling shipping, installation and bracing of trusses.A seal on this dgrawmg or cover page.
listing this drawing indicates acceptance of profession. engineering responsibility solely for the design shown. The suitability
and use of this g�aw!ng for any structure is the responsibility of the 9u!iding Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.aloineitw.com, TPI• wvnv.tninstom: SBCA : www_sbdndushv mm• ICC• www irr_cafn nm
Job Number: 136DCS013
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C"
Truss Label: A3
V
V
W
7m.
7'10" 14713
T10" 64"13
Ply: 1 I SEQN: 635457 / T1 / COMN
Qty: 1 FROM: AH DRW.
Wgt:235.2lbs / ...
18'0"1 21'715 25'5"3 31'10" 39'8"
3'9"4 3'7"14 :,3'9"4 6'4"13 T10"
=5X6
1112X4 m3X6 m 4X10 =4X10 =4X10 za X6 116(4
10/13/17
7'e"13 4'3"3 2'2"13 5'7"3 5'7"3 2'2"13 4'3"3 7'8"13 1�
7'8"13 12' 14.2"1 19'10" 25'5"3 2T8" 31'11"3 39'8"
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 too Udell U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0,150 D 999 240
g 1561 1711 1965 /- 1408 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.347 D 999 180
1 1561 1711 / 965 / - / -
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.064 K - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.147 K - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 1.5
P
1 Min Brg Width Req = 1.8
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.597
Bearings B & I are a rigid surface.Soffit:
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.557
Bearings B & I require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.977
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 16.02.01D.0314.13
A - B 27 0 F - G
B - C 1502 -2771 G - H
1461 -2183
1318 -2215
Lumber
C - D 1318 -2215 H - 1
1502 -2771
Value Set: 13B (Effective
61112013)
D - E 1461 -2183 1- J
27 0
Top chord 2x4 SP #1
E - F 1144 -1617
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Maximum Sot Chord Forces Per
Ply (Ibs)
Lumber value set "13B" uses design values
9
Chords Tens.Comp.
Chords
Tens. Comp.
approved 1/30/2013 by ALSC
B - Q 2399 -1176
N - M
1606 -679
Wind
}y
Q - P 2396 -1176
M - L
2396 -1203
Member design based on both MWFRS and C&C.
m et 7; .:,
P - O 2396 -1176
O - N 1606 -659
L - K
K - 1
2396 -1203
2399 -1203
No 7
sue.
Maximum Web Forces Per Ply (Ibs)
e,
Webs
Tens.Comp.
Webs
Tens. Comp_
Q-C
290 -13
N-F
299
-216
'
C - O
389 -579
F - M
766
-533
�1
D - O
300 -288
M - G
300
-288
STATEOF
O - E
766 -533
M - H
3B9
- 579
..
n
E - N
300 -216
H - K
290
-15
Im
40 01 5A 38 IFF 55 8180 BB 7F48 00 99 2E 95 FB
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alias..
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) foi safety practices prior to pertorming these functions. Installers shall provide temporaryV
bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ce!linq Locations shown for permanent lateral restraint of webs shall have bract
installed per BCSI sections 63, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinc Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIII PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, _
listing this drawing,indicates acceptance of pro essional engineer!ngg responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the ouilding Designer per ANSIITPI 1 Sec.2.
Far more information see this lob's oeneral notes Dace and these web sites- ALPINE www.alDineitw-com- TPI- www_hoinstom- SBCA' www.sbcindustrv.mm- ICC- www.imsafe.om
t
Job Number: 136DCS013 Ply: 1 SEQN: 635459 / T8 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: A4 Wgt: 238.0 Ibs / ... 10/13/17
T10" 14'2"12 17' 22'B" 25'5"4 31'10" 39W
7'10" 6'4"12 2'9*4 5'8" 2'A 6'4"12 T10"
=5X6
E_6 6 F
1112X4 D G 1112X4
12
6 p
c5X6
05X6C H
m � .
in
=4X6(A ) B I I_4X6(A2)
1112X4 = X6 = X10 =3X4 =4XIO =3X6 1112X4
7'8"13 473 2'2"12 5'7"4 57"4 2'2"12 4'3"3 7'8"13 1�
7'8"13 12' 14'2"1 19'10" 25'5°4 2T8" 31'11°3 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt 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 I Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf:1NA Ce: NA VERT(LL): 0.148 D 999 240 B 1561 / 712 / 965 / - 1387 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 D 999 180 1 1561 / 712 / 965 / - /- 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS
Des Ld: 37.00 Mean Height: 15.00 ft j HORZ(TL): 0.149 K - - B Min Brg Width Req = 1.8
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8
TCDL: 4.2 psf Bearings B & I are a rigid surface.
2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 g
P
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPIi Std: 2007 Max BC CSI: 0.556 Bearings B & I require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 fit Rep Factors Used: Yes Max Web CSI: 0.759
Loc. from endwall: not in 9.00 ft FT IRT:20(0)/l0(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 1 WXVE VIEW Ver: 16.02.0113.0314.13 A - B 27 0 F - G 1466 -2162
Lumber B - C 1517 -2772 G - H 1334 -2214
Value Set: 13B (Effective 6!1l2013) C - D 1334 -2214 H - 1 1517 -2772
D-E 1466 -2162 1-J 27 0
Top chord 2x4 SP #1 E - F 1189 -1702
Bot chard 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
Wind � 1� � Q - P 2397 -1195 M - LL 2397 -1224
Member design based on both MWFRS and C&C. P - O 2397 -1195 L - K 2397 -1224
e� O - N 1684 - 724 K - I 2400 -1225
* «o
',o ' Maximum Web Forces Per PI (Ibs)
No 047182� Webs Tens.Comp. Webs Tens. Comp.
+ Q - C 289 -12 N - F 280 -194
C - O 392 -682 F - M 698 -494
- # D - O 274 - 241 M - G 274 -241
C O - E 698 - 494 M - H 392 - 582
.. * E - N 281 -195 H - K 289 -15
�aa r
$was
40 P15A38 FF 58 8180 813 7F 48 00 99 2E 85 FB
rksL tzmn'r aab,�mn ciceacrar3smm�;y^s ncd ssx9: IvdbYu lbUrun=,
7E � Sic.C+47r82t ailttc daS¢shnwna%w�ng a sNa"E
zssi3f enY.�.2'srs uJa,
ftftt Idc scich dwmr Ammgmcutcrrl&md*nadandscaled
as.6 tlie;ax.�enCcas;crcode rae.t3ta wrrif�l ursmysiccira�
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anr7'SBCA) foi safety practices prior to pertorming these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prerly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 137,g99
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. er to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW BuildingqComponents Group Inc. shall n t be responsible for any deviation from this drawing any failure to build the
!runs in conformance with ANSUfPI 1, or for handling shipping, Installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DC8013 Ply: 1 SEQN: 635473 / T15 / COMN
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: A5 Wgt: 240.8 Ibs .. / ... 10/13/17
i T10" 14'2"12 16'0."�. 19'10" 23'7151 25'5"4 31'10" 39'6" i
r• T10" + 6'412 +1'9"5' 3'9"15 3'9"15 T 1'9"51 6'412 f T10" 1
Loading Criteria (pso
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 "
ERtLC1111111111111111111111111�M(y
112)(4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4
7'8"12 + 4'3"4 2'2°1 57"4 5'T"4 } 2'2"12} 4'3"4 } 7'8"12 1�
TB"12 12' 14'2"1 19'10" 25'5"4 27'8" 31'11"4 3918"
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: 3.97 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 91
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.150 F 999 240
VERT(TL): 0.346 F 999 180
HORZ(LL): 0.065 L - -
HORZ(TL): 0.150 L - -
Creep Factor. 1.5
Max TC CSI: 0.593
Max BC CSI: 0.555
Max Web CSI: 0.664
Mfg Specified Camber:
VIEW Ver: 16.02.01D.0314.13
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1557 / 713 / 964 / - / 367 / 8.0
J 1557 /713 /964 /- /- /8.0
Wind reactions based on MWFRS
B Min Big 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
1265 -1826
B - C
1530 - 2763
G - H
1495 - 2163
C-D
1351 -2210
H-I
1351 -2210
D - E
1495 - 2163
1- J
1529 - 2763
E- F
1265 -1826
J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - R 2392 -1212 O - N 1747 - 801
R - Q 2389 -1212 N - M 2389 -1242
Q - P 2389 -1212 M - L 2389 -1242
P - O 1747 - T75 L - J 2392 -1242
Maximum
Web Forces
Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
'
R - C
289 -12
O - G
277
-181
:
C - P
390 -576
G - N
690
-521
s F
D-P
P E
312 -253
690
N-H
N
312
390
-253
576
-
-521
-1
-
E-O
F - O
277 -181
201 - 219
I-L
289
-14'
40 01 5A 38 FF 538180 BB 7F 49 00 99 2E 85 FB
r4Ls ttcrntsas bees. als cd wd scakdby U;".,l marttacs,
fir.(iL, Lic. 0411821 an the date dweia abm wing aSFA L
asses erbcaaxa� rsxiG
aMrdct 1nrftSs da=mcm m mt czxxa&nit 4ncdaasd s 1.d
rise Ihe.Sab2 aa.3hentkalimzae rani 4a vzdfied cas=7dcarar4z
ie4..
—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
i Safety Information, by TPI an7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
6id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10,
e. Appty plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
failure to build the
g or cover pagei in. The suitablity
Job Number: 136DCS013 Ply: 1 SEQN: 635471 1T7I HIPS
4EBB 1828-Cali "C"!DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: A6 Wgt: 240.8 Ibs / ... 10/13/17
F + °4 31'92 396
6313 2T10"14 "40" 440314 i
+ T1D"14
=3X4 =5X6
EQ F G
612X4 D HA>Z�
12
6 �
g5X6C
o
ih
co
=4X6(A )B J-4K6(A2)
R Q P O N M L
102X4 =3X6 =3XB =3X8 =3X8 =3X6 1112X4
T8"12 4'3"4 �2'2'jj2 5974 57"4 2'2"12 4'3"4 7'8"82 1�T8°12 12' 14'2 19'10° 25'5"4 27'8" 31'11"4 39'8"
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: iNA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 F 999 240 B 1560 / 714 / 962 ! - / 346 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 / 714 / 962 / - /- / B.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C I HORZ(TL): 0.152 L - - B Min Brg Width Req = 1.8
Mean Height: 15.00 ft J Min B Width Re 1.8
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 r9 q
TCDL: 4.2 psf Bearings B & J are a rigid surface.
Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.594 g g
p Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555
Spacing: 24.0 " C&C Dist a: 3.97 ft ReplFactors Used: Yes Max Web CS 1: 0.632
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(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 1333 -1956
Lumber B - C 1550 -2771 G - H 1517 -2155
Value Set: 13B (Effective 611/2013) C - D 1366 -2216 H - 1 1366 -2215
D - E 1517 -2155 I - J 1550 -2771
Top chord 2x4 SP #1 E - F 1333 -1956 J - K 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
B-R 2400 -1231 O-N 1835 -868
Wind R - Q 2397 -1231 N - M 2397 -1260
Member design based on both MWFRS and C&C. ®w #f Q - P 2397 -1231 M - L 2397 -1260
P - O 1835 - 838 L - J 2400 -1260
e$ 1 ,
• Maximum Web Forces Per Ply (Ibs)
No.: 047100'
a Webs Tens.Comp. Webs Tens. Comp.
a
R - C 289 -12 O - G 278 -172
C - P 393 -580 G - N 649 -543
D - P 345 -222 'N - H 345 -222
STATE�c, d P - E 649 - 543 N -1 392 -580
E - O 278 -172 1- L 2B9 -14
�,�•y F-O 234 -269
40 01 5A 38 FF 5B 8180 BB 71`48 00 99.2E 85 FB
xaitlt¢t Raabsmel¢zima saSp 5 nndwdiaafadbyFAza vlMank"i
M(FFL. ' .t<d7292(=AQdawv- Vhzwm aEa'ffl WAS a5N3 8.
aTrt�ICti .10.
NbudIse tt Cn¢cas ri.ram mat tame stda iauad+.salad
aaad the7"t?cali¢a�¢a9ataust6e zuif'cd ¢m snyd¢cimnb
flax
`*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
..omponenf Safety Information, b TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide tempos
gracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache. rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
Jrawings 160A-Z for standard plate positions_
4lpine, a division of ITW BuildinccL�Components Group Inc. shall noy be responsible for any deviation from this drawing,any failure to build the
cuss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
-or more information see this'ous general notes pane and these web sites: ALPINE: www.al ine tw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; ]CC: www.iccsafe.orcI
Job Number: 136DCS013 Ply: 1 SEQN: 635475 / T25/ COMN
4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: A7 I Wgt 218.4 Ibs .. / .__ 10/13/17
T10" 14'0°1 19'10" 25'7",15 31'10" 39W
r T10" 6'2"1 + 5'9"15 + 5'9"15 } 6'2"1 + T10"
05X8 1112X4 E�5X8
D E F
112X4 m3X6 =3X4 m3X8 a3X4 =3X6 If2X4
1' T812 4'3"4 2'0"1 5'9"15 5'9"15 2'0"1 4'3"4 T8"12 1'
7'8"12 12' 14'0 19'10" 25'7"15 27'8" 31'11"4 379'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 It
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL
/ W
Pt NA Ce: NA
VERT(LL): 0.158 E 999 240
B 1557 / 715 / 958 /- / 326
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.364 E 999 180
H 1557 / 715 / 958 / - /-
18.0
Snow Duration: NA
HORZ(LL): 0.066 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.152 J - - .
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.604
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.544
Bearings B & H require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.598
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: 16.02.01 D.0314.13
A - B 27 0 E - F
1409 -2097
B - C 1568 -2759 F - G
1385 -2225
C - D 1385 -2225 G - H
1568 -2759
D - E 1409 - 2097 H -1
27 0
No .
� s
a
� e
a
STATE OF
a
•�"
40015A.39FF5B81.DO8B7F4800992 95FB
ikarn x+ ztds kdby Mar Imartbw"6
n (M. Lk.047MI Lathe datc.1h,400 abavm us�ng a SNIVi
sert3crtisaaarxfa.
randcrpissof dw=T=A re out cwzi& td si au4mn s..alod
anriot ,ia+ ent`saS amdaraas[bavrrif dmsvpdectren
mylns.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B- P 2388 -1248 M- L 1915 939 I
P - O 2386 -1248 L - K 23877 5 -12
O - N 2386 -1248 K - J 2385 -1277
N - M 1915 -909 J - H 2388 -1277
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P - C
284 -13
M - F
297
-198
C - N
401 - 558
F - L
456
- 218
D - N
456 - 218
L - G
401
- 558
D - M
298 -193
G - J
284
-14
E - M
259 - 326
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anc7'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 ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
e. ADoTv Dlates to each face of truss and Dosition as shown above and on the Join f Details• unless noted otherwise. Pifer to
a division of
any
its drawin ,any failure to build the
on this drawing or cover page
ie_ _
design shown. The suitability
Job Number: 136DCS013
Ply: 1
SEQN: 635469 / T6 ! HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C"
Qty: 1
FROM: AH
DRW:
Truss Label: A8
Wgt: 215.6 Ibs
/ _..
10/13/17
7'10"9 13'
19'10" 26'8"
31'9"7 39'8"
7'10"9 5'1"7
6'10" 6'10"
5'1"7 T10"9
�5X8 _-3X4 =5X8
ID E F
T
12
6
03X4C
o
co.
tz%
r•
t m4X6(AA2)B
Hm4X6(A2)
1
P
O
N M L K
J
1112X4
-3
6=3X4 =3X8 -3X4=3X6 1112X4
1'
T8"13 4-3"3
6'10" 6'10" 1'
4'3"3 T8"13
1'
T8"13 12'
13'
19'10" 26'8" 2T "
31'11"3 39W
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeflJCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg:1 NA Ct: NA CAT: NA PP Deflection in [or. Udell U#
Loc R / U J Rw ! Rh / RL
! W
TCDL: 7.00'
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.166 E 999 240
B 1561 1716 / 953 / - / 305 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu:INA Cs: NA VERT(fL): 0.383 E 999 180
H 1561 / 716 / 953 J - ! -
/ 8.0
BCDL: 10.00
Risk Category: Il
Snow Duration: NA HORZ(LL): 0.066 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
I HORZ(fL): 0.162 J - -
B Min Brg Width Req = 1.8
NCBCLL: 00
Mean Height: 15.00 ft
Code J Misc Criteria CreepFactor: 1.5
H Min Brg Width Req = 1.8
Soffit: 2.00
2.
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.617
Bearings B & H are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
TP� Std: 2007 Max BC CSI: 0.531
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes Max Web CSI: 0.432
Loc. from endwall: not in 9.00 ft
FT/, 2T:20(0)/l0(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 E - F
1507 -2281
Lumber
B - C 1583 -2760 F - G
1439 -2299
C - D 1440 -2299 G - H
1582 -2760
Value Set: 13B (Effective 6!1l2013)
D - E 1507 -2281 H -1
27 0
Top chord 2x4 SP #1
Botchord 3 #1
We
Webs 2x4 SP #3
We SP
Maximum Sot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B"
uses design values
approved 1/30/2013 by ALSC
B- P 2388 -1259 M - L
1992 -997
P - O 2385 -1259 L - K
2W5 -12M
Wind
^ '
O - N 2385 -1259 K - J
2385 -1288
Member design based on
both MWFRS and C&C.
e yMA1,91N
- M 1992 -967 J - H
2388 -1288
�.
e°
Maximum Web Forces Per Ply (Ibs)
71
Webs Tens.Comp. Webs
Tens. Comp.
P - C 258 -14 M - F
400 - 262 "
C - N 367 -494 F - L
447 - 224
'
D - N 447 -224 L - G
366 -494
OF z
D - M 400 - 262 G - J
268 -16
.:
E - M 326 -409
015A38 FF 58 81 8t) 6B 7F48 C0 99 2€S5 FB
rTatx iiarr Raahmc=s ala zignadZVA=Zladhgv W zl %dart s,
r"'g:(rL.ite.6iTF&tas�tl�a �a2a aRaa�mahavm tad,�agaStr&3
r�sestacrraa;aaxia.
Nbt Idc"a<fdid docrxat ,I=got crw&ftd t�jru'aat=9s lad
aeaE t�atSPas�ZashhanMiaAtmscade raLsl � vrrtfacdcn a¢yc9actmn%
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricatin9 handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen� Safety Information, byy TPI ana'SBCA) fo'r salPety 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 ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Appfy 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 Buildin��LLComponents Group Inc. shall lot be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIlfPI 1, or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pprofessrona77 engineeringg responsibility solely for the design shown. - The suitability
and use of this drawing for any structure is the responsibility of the Suilding Designer per ANSIJTPI 1 Sec.2.
Job Number: 136DCS013 Ply: 1 SEQN: 704039/ T231 COMN
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: A9 �Wgt:2044lbs ! ... 10/13/17
7'10"9 12'D"1 19,10" 27'7"15 31'9"7 39'8"
r 7'10"9 + 4'1"8 + 7'9"15 7'9"15 t 4'1"8 7'10"9
M
a
io
E�4X6
v;5X8 1112X4 �-::35X8
D E F
1112X4 =3X4 =3X6 >a3X8 =3X6 F=- X4 1112X4
1' T813 4'3"4 i 1'11"15 5'10" 5'10" r 1'11"1 4'3"4 7'8"13 1'
7'8"13 + 1201 , 14'~t' 19'10" F 258" r 27A 31'11"3 + 39'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 It
Loc. from endwali: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" 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
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in ioc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pt NA Ce: NA
VERT(LL): 0.178 E 999 240
B 1560 1717 1947 / - / 285
18.0
Lu: NA Cs: NA
VERT(TL): 0.411 E 999 180
H 1560 1717 1947 / - /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.066 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.152 J - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.656
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.654
Bearings B & H require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.604
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
IVIEW Ver: 15.01.01.0402.20
A - B 27 0 E - F
1620 -2488
B - C 1596 - 2754 F - G
1495 - 2370
C - D 1495 - 2370 G - H
1596 - 2754
D - E 1620 -2488 H -1
27 0
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - P 2381 -1269 M - L 2069 -1057
P - O 2379 -1269 L - K 2069 -1057
O - N 2069 -1027 K - J 2379 -1299
N - M 2069 -1027 J - H 2381 -1299
. 'liz, O
Maximum Web Forces Per Ply (Ibs)
No A
r+`
Webs
Tens.Comp.Webs
Tens.
Comp..
P - C
228 -16
M - F
528
-335
C - O
333 -425
F - K
443
- 230
O - D
443 -230
K - G
332
-425
�
D - M
528 -
G - J
228
17
STATE
w
�s, �
E - M
380 -478478
R
40015A38 FF 513 81130 BB 7F+4S 00 99 ZE 85 FS
r6a7t licmiaas 3ssm elaNc :gs rineC-wdwaiad by raarr—q Marun",
Uc.rA71921 on thadadaaiowa above w&SaSHA.1
�S3icntiwt�scxir.
Ladcapkr.aaffihdtx- Awonot C=Aksad24naaquadsmiad
asad ttra �i9n:5 azlarentkatas3da nr rtre v�rlF�drxraurdcctmr�
c"3ufs.
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
ilid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or BID,
e. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
TPI 1; or for h
acceptance
any structure
—1 ..,,rem — —
its drawing,any failure to build the
on this drawing or cover pa e
ie design shown. The suitability
Job Number: 136DCS013
Ply: 1
SEQN: 635467 / T5 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C"
City: 1
FROM: AH
DRW:
Truss Label: A10
Wgt: 212.8 Ibs
/ ... 10/13/17
7'10"8 11'
16'11"4 21' 227" 28'8"
31'9"8 39'8"
7'10"8 3'1"8
5'11"4 4`0"12 1'7" 6'1"
3'1"8 7'10"8
�5X8
012X4 =3X6=3X4 Z35X8
D
E F G H
T
12
6
I
1-0�3X4
"
�
03X4C
m
0
i7
m
1 I�
=4X6(AA2)B
J=4K6(A2)
S
R QI
P O N M
Llai
112X4 m3X4m3X6
m3X8 m3X4 m3X6m3X4 I12X4
1'
7'6"12 3S4
4'11"4 5'11"4 4'9"8 1'
7'8"12
1'
7'8"12 11'
1
16'11"4 22' A 27"8! 28' "
33"4 39'8"
12
3h 1'1
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:l NA Ct: NA CAT: NA PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.187 E 999 240
B 1561 / 718 1940 / - / 264
18.0
BOLL: 0.00
Enclosure: Closed
Lu:INA Cs: NA VERT(TL): 0.431 E , 999 180
J 1561 / 718 1940 / - /-
18.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.069 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
I HORZ(TL): 0.158 L - -
B Min Big Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor. 1.5
P
J Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.615
Bearings B & J are a rigid surface.
9 9
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.512
Bearings B & J require a seat plate,
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes Max Web CSI: 0A97
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: 16.02.0113.0314.13
A - B 27 0 F - G
1686 -2613
Lumber
B - C 1613 -2757 G - H
1678 -2600
C - D 1551 - 2432 H - 1
1551 - 2432
Value Set: 13B (Effective 6/1/2013)
D - E 1686 -2613 I - J
1612 -Z757
Top chord 2x4 SP #1
E - F 1686-2613 J - K
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Botns. Chord Forces Per Ply (Ibs)
Lumber value set "l3B"
n values
uses design
Chords Tens.Comp. Chords
Tens. Camp.
approved 1/30/2013 by
ALSC
Wind,,
S-R 2382-1284 N-M
2125 -1106
Member design based on both MWFRS and C&C.
}"�aae
R - Q 2125 -1076 M - L
Q-P 2125 L-J
2381 -1313
2384
«
-1076
P - O 2617 -1375
-1313
No 0471
r
Maximum Web Forces Per Ply (Ibs)
e
Webs Tens.Comp. Webs
Tens. Comp_
m
a
S - C 229 -19 G - O
279 - 334
C - R 330 - 408 O - H
D R 398 H M
657 -405
395
- -257 -
-256
- �
P4
D - P 668 - 414 M -1
329 -407
P - G 112 -109 I - L
231 - 20
�a *.... .«A _ *
E - P 274 - 330
40 615A38 FF 5B 81 B0 EB 7F48 00 99 ZE &5 FB
ar is i�r r et*�r r �dwdkdby Mu zl lfirk
�E(4:61 tics'�aaiaz{cnt#r�civ5�stmwn.u�agascbsa
attttc tkaa�sssxlc.
PMtc & cwiffzafft dates sra mt cmi&t ed signed Md snha
aasd ri'vz Sf+A,t ss.Rben�4:�csc�fa rasa[ BtmauiHd � swryr dsxtiats�
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10,
as applicable. Apply plates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinttLLComponents Group Inc. shall nl t be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of pprotessiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DC8013 Ply: 1 SEQN: 635478 / T22 / SPEC
4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: Al Wgt: 222.6 Ibs / ... 10/13/17
' 3�"I
2'9"9
I' T10"8 + 1�� 16'414 20'0"1 T 22'4"7+ 28'4"1 2 ' 39'8"
7'10"8 2'1"9 8'4"13 37"3 2'4 7 5'11"9 " 5 7'10"7
IT
=6X6 =3X4 =3X6 1112X4 i
11&4 =3X4 =3X6 =3X4 =3X8 =3X6=4X10 NX4
1' T8"12 23"5 �_ 4'1"6 63"1 53"9 1_1'4"1
T8"11 1'
F 7'8"12 100"1 1111r 16'1"6 + 22'4"7 I 27'8" 29' 2115 39'8"
12' ' 3r 1'11"5,
Fo
:6(A2) 1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefllCS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL / W
g 1561 / 718 / 930 / - / 257 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf- NA Ce: NA
VERT(LL): 0.227 G 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.523 G 902 180
K 1561 1716 / 933 ! - / - / 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.071 M - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZP L 0.164 M - -
�)
B Min Br Width Re 1.8
9 q
Code ! Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
9
Creep Factor: 1.5
K Min Brg Width Reg = 1.6
2.00
TCDL: 4.2 psf
Bldg Cade: FBC 2014 RES
Max TC CSI: 0.623
Bearings B & K are a rigid surface.Soffit:
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.557
Bearings 8 & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.821
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 16.02.01D.0314.13
A - B 27 0 G - H 1843 -2891
Wind Duration: 1.60
WAVE
Lumber B - C 1631 -2759 H -1 1567 -2353
C - D 1620 - 2509 I - J 1584 - 2459
Value Set: 13B (Effective 6/1/2013) D - E 1805 -2825 J - K 1628 -2755
Top chord 2x4 SP #1 E - F 1843 -2891 K - L 27 0
Bot chord 2x4 SP #1 F - G 1843 -2891
Webs 2x4 SP #3
Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/3012013 by ALSC
Chords Tens.Comp. Chords Tens. Comp.
Wind ,- B - T 2386 -1304 P - O 2360 -1269
RV
Member design based on both MWFRS and C&C. eve T - S 2383 -1304 O - N 2360 -1269
S - R 2201 -1143 N - M 2380 -1327
o R - Q 2201 -1143 M - K 2382 -1327
Q - P 2847 -1528
4.
NO
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
T-C 215 -22 G-P 286 -354
C - S 331 - 375 P - H 695 - 421
"zs e D - S 400 - 289 H - N 1083 -1549
D - Q 809 -492 I - N 1928 -1294
Q - E 313 -390 N - J 320 -377
�g E-P 138 -99 J-M 217 -21
40 01 SA38 FF 5B 81 BO BB 7F49 00 992E &5 FB
3} UJtn!%ftFi.SfbS az6 x Iddfay ktasarAmartLutz,
{ri..ttr.c.,rs.}axr�i,�da;1¢aF:x�vna+r�asx&.s
Frb
�tt;eni�z�rr Via.
mdCapkiofffuseirtEe: mt we not .Adm11danddMd hd
ZM thez3Aak �A gntk7WM"--At MW bgw dflxA mwf4actmnk .
sx pim
—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 properly
attachetl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg 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. K fer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of profession engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Job Number: 136DCS013 Ply: 1 SEQN: 635465 / T4 / HIPS
4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: Al2 Wgt 211.4 Ibs / ... 10/13/17
e i
7'8"12 9'
7'8"12 1'3"
12 DM5 6
T6 1112X4C
M
O
V
=4X6(A2) B
A
S
=3X4
7'10"8 4'1"8
7'10"8 12'
i 9' 0"
31
39'8"
+
11
4'8'
r
5 645
5'3"81
II'' f3A
7'8"12
=3X4
=3X61112X4-3X4
=5X6
E
F G
H
I
N�
J 102X4
T
I(7
z
:::::::::::��K=4)X6
(7 �
�
(A2)
1
Q
P
O N
M
6 m3X4
=3X8
=3X4 =3X6
=3X4
5'9"13
5'9"13
20'3
4'1"8
7'10"8
1�
12
14'0"
19'10"
257"13
27'8"
31'A
39'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
Snow
Pgl
Pf:INA
Lu.
Snow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria
NA Ct: NA CAT: NA PP Deflection in too Udefi U#
Ce: NA VERT(LL): 0.243 G 999 240
NA Cs: NA VERT(TL): 0.661 G 842 180
Duration: NA HORZ(LL): 0.074 M - -
HORZ(TL): 0.171 M - -
/ Misc Criteria Creep Factor: 1.5
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 1561 1720 / 921 / - / 223 / 8.0
K 1561 / 720 1921 / - /- / 8.0
Wind reactions based on MWFRS
B Min Big Width Req = 1.8
K Min Brg Width Req = 1.8
Code
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bid
19 Code: FBC 2014 RES Max TC CSI: 0.566
Bearings B & K are a rigid surface.
g g
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI
Std: 2007 Max BC CSI: 0.560
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Re
MFRT:20(0)/10(0)
Factors Used: Yes Max Web CSI: 0.510
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate
Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 16-02.01D.0314.13
A- B 27 0 G - H
B - C 1644 -2767 ' H -1
2O29 -3246
1873 -2960
Lumber
C-D 1811 -2719 I-J
1810 -2719
Value Set: 13B (Effective 6/1/2013)
D - E 1873 -2960 J - K
1644 -2767
Top chord 2x4 SP #1
E - F 2029 -3246 K - L
27 0
Bot chord 2x4 SP #1
F - G 2029 -3246
Webs 2x4 SP #3
Lumber value set "138"
uses design values
Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSO
Chords Tens.Comp. Chords
Tens. Comp.
Wind
B - S 2395 -1311 P - O
2993 -1625
Member design based on both MWFRS and C&C.e.
- '
S - R 2260 -1186 O - N
R Q 2260 -1186 N - M
2260 -1216
2260 -1216
+�
-
Q - P 2993 -1614 M - K
2395 -1340
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp_ Webs
Tens. Comp.
1W
C - S 405 - 328 P - H
329 -187
TA
S - D 489 - 426 H - O
D Q 944 - 562 0-1
378 - 520
944 562
.
ft
-
e
Q - E 378 - 521) I - M
489 - 426
E - P 329 -187 M - J
G-P 228 -303
404 - 328
,isAuFF5o81BoBB7F480066 2E 85FB
mtwbmmisceac mzayz csl acatau by tAa4ximl Marlow,,
uc."T192i (M thadxttAwn atom wjnga swh�'l
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlingA shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an[7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceilinct Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinQQComponents Group Inc. shall of be responsible for any deviation from this drawin any failure to build the
I...
in conformance with ANSIITPI 1, or for handling shipping` installation and bracing of trusses.A seal on this dfawing or cover page_
listing this drawing indicates acceptance of professiona7l engineering responsibthty solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the building Designer per ANSIPTPI 1 Sec.2.
Job Number: 136DCS013
Ply: 1
SEQN: 635480 / T24 / SPEC
4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C"
Qty: 1
FROM: AH
DRW:
Truss Label: A13
Wgt: 203.0 Ibs
.. / ... 10/13117
8'0"1 1411 18'D"1 20'4"1 26'4"1 29' 31'9"9 39'8"
8'0"1 fi'4"10 3'7"6 24" 6' 2'7"15 2'9"9 7'10 7
H=5X6
T L=-4X4 =3X6
12 _6X8 D E F GPf
T
�T 6 p
tp
to M
n3X6(A1) B
zo
J �3X6(A1)
1 A
�
1I
R Q S p O N M L
m3X6 =4X4 ==4X10 m3X6=3X8
13'4" 5'8" 20'8"
8'113 3'10°3 2'1"3 6'2"14 7'3"15 1'4" i T8"11
1'
8'113 12' 14'1" 20'4"1 27'8° 29' 2'11"5 f" 39'8"
331'1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Lldefi L/#
Loc R / U / Rw / Rh / RL
/ W
B 517 1210 / 343 / - / 257 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.053 G 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.128 G 999 180
S` 318 / 142 / 157 / - / -
/ 68.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.017 R - -
J 900 / 417 / 608 / - / -
/ 8.0
Des Ld: 37.00
EXP: C
HORZ TL 0.042 R - -
( )
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 1.5
B Min B Width Re 1.5
q =
Soffit: 2.00
TCDL: 4.0 psf
BldgCode: FBC 2014 RES
Max TC CSi: 0.621
S Min Brg Width Req = -
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Max BC CSI: 0. 491
J Min Brg Width Req = 1.5
Bearings B, S, & J are a rigid surface_
Spacing: 24.0 "
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Max Web CSI: 0.869
Bearings B & J require a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 16.02.01 D.0314.13
Chords Tens.Comp. Chords
Tens. Comp.
Lumber A- B 27 0 F- G
454 -526
Value Set: 13B (Effective 611/2013) B - C 172 -454 G - H
75B -1004
Top chord 2x4 SP #1 C - D 607 -222 H - 1
774 -1029
Bot chord 2x4 SP #1 D - E 454 -525 I - J
831 -1336
Webs 2x4 SP #3 E - F 454 -525 J - K
27 0
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
Plating Notes
All 2X4 B - R 318 - 232 O - N
1069 - 590
plates are except as noted., s,
" - R - Q 328 - 233 N - M
1069 . - 590
v �.
V M-L
1117
Wind W Q-P 328 -233
-617
Member design based on both MWFRS and C&C. P - O 778 -1087 L - J
04M.2
1119 -617
..
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
t rz,
C - R 330 ' - 60 O - G
470 - 656
' S O C - P 507 - 862 G - M
404 - 388
P - D 725 -1096 M - 1
367 -445
D-0 1282 -713 H-M
F-O 270 -349 I-L
817 -601
193 -24
,�
VIA-
40 01 SA38 FF 55 81908B 7€48-00 99 2E 95 FB
s�9eit¢rn.'3�sa#setncleeir - �d��t���y �:te�artr��,
�E(fL.i@t.4�?t�2lon fG�e dasrsfasw��Exi�s S��gaSNAi
tserit3xaa�zia,
£ find{Opmd idw_ tza not cans °ffimd Si stil3 S:"kd
Inli ttYa..'r4A'%A lEd}i&P SQkSu`2Cl ttA V CdfW,==FcIatmOt
c zpbs..
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
to these functions. Installers temporary
Component Safety Information, by TPI anr7'SBCA) for safety practices prior performing shall provide
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildincc��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> fPI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page_ _
drawingg indicates engineering responsibility solely for the design shown. The suitability
listing this acceptance of pprofessions
and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIRPI 1 Sec.2.
For more information see this job's -general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ' SBCA www.sbcindu .com' 1M. www.iccsate.o
i
Job Number: 136DCS013 Ply: 1 SEQN: 635463 / T12 / HIPS
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW:
Truss Label: A14G Wgt: 242.2 Ibs .. / ... 10/13/17
12
T 6 p
0
1 =4X12A(B3) B
1-55-1
7' } 11'6"4
T 4'6"4
1114X4
r11'4"
°4W
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
Des Ld: 37.00 EXP: C
Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.97 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x6 SP #1
Webs 2x4 SP #3 :W4, W9 2x4 SP #1:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab
to face of chord with: Nails @ 8" oc, plus additional
nail clusters at: BRG.: (0), heel: (0), 1st panel point:
(0).
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
;a,10"
1T 19' 10 22'8
5'5"12 'f' 2, t 2'10" }
28'1"12
5 5"12 h
32'8"
a 6"4
3!W i
7
{
a6X8
1112X4 a5X6a4X6 1112X4
8
a6X6
D
TC2 E F G H
m8 81
J
I
(a)
W
wa
K=4X12(B3) r
Q P
O N
M
1
S R
15X8(Rr
=8X12 a8X12
=5X6
1114X4
28'4"
5' 5'8" 5' .{{�� 2 4'4" 6'4"4 6"
iT r 22'8" F 2T8" 28't 12 32'9"12 F 39'2° ,f
tow Criteria (Pg,Pf in PSF)
Defi1CSI Criteria
♦Maximum Reactions (Ibs)
)� NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
:INA Ce: NA
VERT(LL): 0.144 1 999 240
B -116 / 116 /30 1- /-
18.0
i1 NA Cs: NA
VERT(TL): 0.335 1 999 180
S 4524 / 2025 / - 1- / -
/ 8.0
tpw Duration: NA
HORZ(LL): 0.022 M - -
K 1872 / 860 ! - /- 1-
18.0
HORZ(TL): 0.052 M - -
Wind reactions based on MWFRS
>ide / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.3
Jg Code: FBC 2014 RES
Max TC CSI: 0.728
S Min Brg Width Req = 5.3
1fStd: 2007
Max BC CSI: 0.525
K Min Brg Width Req = 1.9
Factors Used: No
P
Max Web CSI: 0.723
Bearings B, S, & K are a rigid surface.
7RT:20(0)!10(0)
Mfg Specified Camber:
Bearings B, S, & K require a seat plate.
ate Type(.):
�
AVE
VIEW Ver: 16.02.01D.0314.13
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A - B 27 -20 G - H
1427 -3199
B - C 1022 -493 H -1
1427 -3199
C - D 25B6 -1160 1- J
1678 -3751
D - E 459 -1040 J - K
1628 - 3574
E - F 459 -1040 K - L
27 - 20
F - G 459 -1040
Maximum Bot Chord Forces Per
Ply (Ibs)
`
Chords Tens.Comp_ Chords Tens. Comp.
B -T 396 -857 P - O
T - S 403 - 8B4 O - N
3773 -1705
3773 -1705
'
0,44.
S - R 1031 -2342 N - M
R-Q 1031 -2342 M-K
3112 -1400
3139 -1407
:.NO
Q - P 2229 -1022ow
"
Maximum Web Forces Per Ply (Ibs)
TAT
Webs Tens.Comp. Webs
Tens. Comp.
�a
T-C 636 -156 G-P
C - S 976 H P
1513 630
433 539
-2197 -
S - D 1490 - 2832 P -1
-
326 - 673
°
D - Q 3968 -1748 I - N
337 -291
Q - G 878 -1853 N-J
822 -356
E - Q 395 - 461 J - M
625 -145
11 5A.38.ff 55 8180 BB 7F48 tit} 99 2€ 85F
roltasberaa ot�rt.�,.gedxrad nemimdtsy iAas��t tAarStz,
lit.C�#i8H3{ani3nm 'ssYtser+s�a6awm u�s3ngaS3i�3.
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating handlin shi ping, jnstalling and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI anc7'SBCA) fog satPety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oytherwise,top chord shall have )Sroperly attached structural sheathing and bottom chord shall have a propperly
attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above don the Join f Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall of be responsible for any deviation from this drawinany failure to build the
truss in cronformance with ANSI�PI 1, or for handling{ shipping l installation and braciclng of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of ppro essiona j engineeringg responsibility solely for the design shown. The suitability,
and use of this thawing for any structure is flte responstbility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's general notes Daae and these web sites: ALPINE: www.alDineitw.com, TPI: www.toinst.om: SBCA: www.sbcindusW.com: [CC: www.iccsare.cra
Job Number: 136DCS013 Ply: 1 SEQN: 704053 / T11 / SPEC
4EBB 1828-Cali "C"MR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW.
Truss Label: A15 Wgt: 207.2 Ibs / ... 10/13/17
T f' T 711155 539"12 +1411"15L+ 23T&'
9"13 23 915 �1
F T1U7 J
T12 C =5X6 0 =3X4 =3X8
T 6 p =5X6 E F G
TT
M m3X6(A1) B
113� A _
T S R�3X6 =4I—
=3X4 =3X4
1 T8" 5'
J�3X4
1. K
m
Ka3L6(A1)
P O N M 1
1112X4mU6 =3X8 1112X4
21'
F1' 7'1"12 6'4"8 " 2 4'8" 5'6"5 115"11 2'11"5 7'8"11 1�
7'112 13'6"4 18'8" 24'2"5 2S8 34 31'11"5 39'8"
29'
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 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: 3.97 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 "138" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at right end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Pf: NA Ce: NA
VERT(LL): -0.053 N 999 240
Lu: NA Cs: NA '
VERT(TL): 0.076 N 999 180
Snow Duration: NA
HORZ(LL): -0.018 T - -
HORZ(TL): 0.033 M -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.593
TPI Std: 2007
Max BC CSI: 0.404
Rep Factors Used: Yes
Max Web CSI: 0.576
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.20
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL 1W
B 533 / 244 / 354 / - ! 277 / 8.0
S 686 / 238 / 349 / - ! - 18.0
Q 1284 1594 / 615 1- / - 18.0
K 775 1354 1632 / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
S Min Brg Width Req = 1.5
Q Min Brg Width Req = 1.3
K Min Brg Width Req = 1.5
Bearings B, S, Q, & K are a rigid surface.
Bearings B, S, Q, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
549
-491
B - C
592 - 585
H -1
938
- 738
C - D
588 -446
I - J
1003
-739
D - E
246 - 79
J - K
1108
-1072
E- F
549 -491
K- L
27
0
F - G
549 -491
.F
Maximum Bot Chord Forces
Per
Ply (Ibs)
4`
Chords Tens.Comp. Chords Tens. Camp.
s
NO 047182
B - T 456 - 393
T S 427 329
P - O
O N
680 - 602
690 602
- -
S-R 310
-
N-M
-
8B1
-233
-808
R - Q 310 -233
M - K
884 - 809
no
20
Q - P 685 - 602
40 015A338 FF 50 8190 8137F48 00 99 2E85 FB
Wtitems«.xeetsektlr�"*�z vtx� sis a1ed6-¢SAataz..lN?art i�-.
�£(�i..11ic.�liff24 aar k°�m2¢:sAaevn'.aGas���r��SHT�:.
ABi�zri�ra3iees9e,
&esc��s�'efax of xEc2 arMcsat9 suti.�isi e��d
=6 W4suAa zuffiu;Umd=mdeenot W wAfW=a idectm&_ .
cuwin .
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C-T
291 -110
Q-H
1510
-1381
T-D
215 -214
P-H
216
-3
D - S
722 -708
H - N
206
-94
S - E
203 - 263
I - N
476
- 557
E - Q
494 -378
N - J
590
-475
G - Q
265 - 321
J - M
266
- 64
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporarry�
BCS!._ Unless noted oiherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
i�id ceiling Locations shown far permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
ile. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of
,im 1,or Torn
acceptance
any structure
failure to build the
g or cover page _
in. The suitability
i
Job Number: 136DCS013 Ply: 1 SEQN. 635482 / T14 / GABL
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: A16 Wgt: 218.4 Ibs Page 1 of 2 .. / ... 10/13/17
T + 911"15� 13912 _F _r 29' °39'6"8
T Z11"15 39"13 4084 3841 36209 i+ 2197r 7'10°9
~(TYP L=5X6 T
T12 C1--5X6 03X4K M %3X4
91 T 6 zlw (SAS) =-3X4
Cl)50 D 1112X4 °` E F G H I 1 J
o rp
a3X6(A1)B I AC B Na3X6AA
(A1)
A Q 1
Z Y X V =?4X10 U T S R Q P
=3X4 =3X6 =3X4 =3X4 =-3X6=3X8
13'8" F 21'
T1"12 2.11.15 3-2"5 5'1"12 36"5 3'B"12 3'a"15 2'11"3 T8"13 1.
Ti"12 10'1"11. 13'4" 4 188° 22'2"5 2A1"1 29' 31'11"3 39'8"
196"4
Loading Criteria (psf) Wind, Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:1 NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf; A Ce: NA VERT(LL): -0.036 Q 999 240 B 528' 1240 / 340 / - / 317 / 8.0
BOLL: 0.00 Enclosure: Closed Lu:1NA Cs: NA VERT(TL): 0.075 P 999 180 W 732 / 276 1,342 / - f - / &0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 / 590 / - / - / 8.0
Des Ld: 37.00 EXP: C I HORZ(TL): 0.030 P - - N 790 1360 / 530 / - ! - / 8.0
NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. •1.5 Wind reactions based on MWFRS
TCDL: 4.2 psf Bldg' Code: FBC 2014 RES Max TC CSI: 0.615 B Min Brg Width Req = 1.5
Soffit: 2.00 BCDL:5.0 psf 9 W Min Brg Width Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.415
Rep Factors Used: Yes Max Web CSI: 0.478 U Min Brg Width Req = 1.5
Spacing: 24.0 " C&C Dist a: 3.97 ft p N Min Brg Width Req = 1.5
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface.
GCpi: 0.18 Pla'e Type(s): Bearings B, W, U, & N require a seat plate.
Wind Duration: 1.60 W EVE VIEW Ver: 16-02:01D.0314.13
Lumber Maximum Top Chord Forces Per Ply (Ibs)
Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP #1 A - B 27 0 H - 1 680 -683
Bot chord 2x4 SP #? B - C 652 -573 I - J 680 -683
Webs 2x4 SP #3 C - D 705 -516 J - K 1006 -863
Lumber value set "13B" uses design values D - E 393 -297 K - L 989 -739
approved 1/30/2013 by ALSC E - F 389 -293 L - M 9W -766
Plating Notes F - G 680 - 684 M - N 1099 -1106
G- H 680 -683 N- O 27 0
All plates are 2X4 except as noted.
(•")1 plate(s) require special positioning. Refer toe*e Maximum Bot Chord Forces Per Ply (Ibs)
scaled plate plot details for special positioning ¢ Chords Tens.Comp. Chords Tens_ Comp.
requirements. v
2: _ B-Z 445 -399 U-T 581 -508 "
Wind Z-Y 386 -323 T-5 577 -510
Member design based on both MWFRS and C&C. '. Y - X 386 -319 S - R 733 628
X - W 386 -319 R - Q 733 -628
Additional Notes W - V 464 -379 Q - P 911 -801
STAX See DWGS A16015ENC101014 & GBLLETIN1014 for V - U 464 -379 P - N 914 802
gable wind bracing and other requirements.
:- Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - Z 194 - 72 I - U 221 - 252
Z - D 228 - 95 U - J 1558 -1419
4001E 338FF59818D8B7f4800992E95-FB D-Y 100 -8 T-J -2
D -AA 909 - 801 J - S 203 203 -163
V*IC-r"t abeA:ra.kw,daty3iptd=1 aladbymar-1Kt rtlft s' AA-W 935 -825 S-K 136 -14
pi.L t aflonne 1h,=aabm winta mma W-F 91 -175 K-Q 343 -191
estttcnsg�xs ssa:e.
F -AB 421 -394 Q - M 638 -496
ftumd zfdm�Amnotcm-Ada" =abd AC -AD 421 -402 L-Q 565 -773
cnmydlfodz AD- U 426 -403 M - P 279 -65
"'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
Componengt Safety Information, bV TPI anr7'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attach6d ` id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3; B7 or 810,
as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positrons. 1
Alpine, a division of ITW Buildincql�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling. shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of pro essiona lengmeen responsibility solely for the design shown. The suitability
and use of this pawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
Job Number: 136DCS013 Ply: 1 SEQN: 635482 / T14 / GABL
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 �FROM:AH DRW:
Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 ! ... 10/13/17
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
AA- E 66 - 75 V -AC 91 - 27
AB- G 79 -48 AD- H 18 -23
u"No 041,
40 015A 38 FF 55 9180 BB 7F48 00 99 2E95 FB
a7a3titatraA�sBaeerr mfxcaton cz jz as�u'zAssxlar bV iA2f dM2,rtkhw
?.tic.a4z:szlanu��ast�wrsn$ast+�•a
�-acn�cara�s:�a.
Ftbtgd tbpkmalthkdcsarr=AwznotaNW& adagz, abdwaled
ardnut UvrAficdcnar7dcctrark-
cLrl s
—WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per BCSI sections 63, 67 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinQQComponents 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 handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page. .
listing this drawing indicates acceptance of pro essionzk 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.
9— -- tMnrrnatinn can thk inWnanaral nntac nano and thnea wah citac Al PINP w nininaitw r TPt• w tninct nrn- RRr.A- w chrind—tw m Ir:r- w it fa nm
Job Number: 136DCS013 Ply: 1 1 SEQN: 704009 / T2 / GABL
4EBB 182E-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW:
Truss Label: B1GE Wgt: 134.4 Ibs .. ! ... 10/13/17
2V4"
10'8"
�— Z8" --+ 1"4- -1
(TYP)
1 B4X4
H J
G K
12 F L
6
� E M
D N
C O
®2X4(A1) B PB2X4(A1)
A Q
I
AE AD AC AB AA Z Y X=3X4 W V u T S R
r 21.4"
21'4"
Loading Criteria (psf) Wind Criteria Snow criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 PgI NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lao R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p* 81 137 / 39 / - / 11 / 255
BCLL: 0-00 Enclosure: Closed Lu:INA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 R - - B Min Big Width Req = -
Des Ld: 37.00 EXP: C I HORZ(TL): 0.003 R - - Bearing B is a rigid surface.
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5
NCBCLL: 10.00 TCDL: 4-2 psf i
Soffit: 2.00 BCDL: 5-0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TP; Sid: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.098 q _ B 27 0 1-1 304 24
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21
GCpi: 0.18 Plate Type(.): C - D 80 -90 K - L 202 -23
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01.0402.20 D - E 105 -71 L - M 154 -43
Lumber E - F 153 -50 M - N 105 -64
-84
Value Set: 13B (Effective 6/1/2013) G-H 253 F - G 2-2N - O 74 113
-21 O-P 81 -113
Top chord 2x4 SP #1 H - 1 303 -24 P - Q 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp-
B-AE 175 -108 X-W 192 -107
Plating Notes XX AE-AD 183 -110 W - V 191 -107
All plates are 2X4 except as noted. ", oe� AD -AC 185 -110 V - U 189 106
AC -AB 188 -111 U-T 187 -106
Wind AB -AA 190 -112 T-S 185 -105
Member design based on both MWFRS and C&C._ b AA- Z 191 -112 S - R 183 -104
No 047182 Z-Y 192 -113 R-P 175 -103
Additional Notes r Y - X 192 -107
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements. Maximum Gable Forces Per Ply (Ibs)
" Gables Tens.Comp. Gables Tens. Comp.
a
r
a
C -AE 174 -103 W - J 187 -83
v
D -AD 88 -65 V - K 1531 -73
*0 E-AC 101 -74 U-L 100 -73
101 -74 G -AA 153 -73 S - N 88 -65
H-Z 187 -83 R-O 174 -103
WAAL X - 1 0 -162
40015A38FF5881130BB7F+ 00992E95FBr
3k,1i E¢tssasaaiz¢m ¢kit ¢d Wd=aiadby MWAMI MWOVeX,
a^-E ¢L t�. &ST.EH2(¢n tiin.shae�a abEc� trang a SiFf41
2�'¢ifed ct�€ms¢3ridx dtl£la�09I6E csA�End :i�raEv� and s�a�sE
saxd �ia�.�s�ia��h¢E<2�'ac�2s n�ssE§11-cnam^�rrdectrae�-
mrJ s.
**WARNING** READ AND FOLLOW ALE NOTES ON THIS DRAWING!
"impoRTANT"* FURNISH THIS DRAWING TO A�L CONTRACTORS INCLUDING THE INSTALLERS
reqquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
en Safety Information, b TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempos
per BCSI. Unless noted oherwise,top chord shall have'properly attached structural sheathinccl1 and bottom chord shall have a propperryly
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610,
icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherv✓ise. (2efer to
)s 160A-Z for standard plate positions.
a division of ITW B., din Components Gi
p Inc. shall I of be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIg Pl 1, or for hanng, shipping, installation and bracing of trusses.A seal on this drawing or cover page.
this drawing indicates acceptance ofro_fnalI engineeringespbility solely for the design shown. The suitability
ofthis yawing for any structure isa responsibility of the building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS013 Ply: 1 SEQN: 704010 / T3 / GABL
4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW.
Truss Label: C1GE Wgt: 78.4lbs ( ... 10/13/17
7' 14'
7' T
18" --� TYPI i G=4X4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "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.
14' a
14' A_ 1' 'I
14'
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh ! RL
/ W
Pt NA Ce: NA
VERT(LL): -0.001 F 999 240
L` 84 139 / 40 /- / 12
/ 168
Lu: NA Cs: NA
VERT(TL): -0.001 F 999 180
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.003 E - -
B Min Brg Width Req = -
HORZ(TL):-0.003 E
Bearing B is a rigid surface.
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.118
Maximum Top Chord Forces Per
Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.026
Chords Tens.Comp. Chords
Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.061
A - B 27 0 G - H
213
-26
FT/RT:20(0)/10(0)
Mfg Specified Camber:
B - C 14 - 66 H -1
157
-48
Plate Type(s):
C - D 61 -28 I - J
105
-69
WAVE
VIEW Ver: 16.01.01.0402.20
D - E 113 -17 J - K
87
-89
E-F 165 -14 K-L
84
-106
F-G 221 -17 L-M
27
0
4001SA36FFF5091BOBB7F4300992E85 FB
sik iCuiss3xsrascsa alzitrss&zafij^:asad'Wdsata+ibg teaattzr7tart�csx,
rEr..l%.F.Haafuc,rmameae'ai$�s3taa ..
su�iun�x3au�a9a.
'ariatedce�ithL dtxss;-at s�mc�a�tiisi3 >i€�alad
saad#Fc.��++...�:xunto;aercu9ems�setse�vrN��easa��trm
iax.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B-V
145
-46
R-Q
164
-49
V-U
153
-47
Q-P
159
-50
U-T
158
-48
P-O
155
-51
T-S
161
-49
O-N
150
-53
S - R
164
-49
N - L
144
-55
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C - V
122
-56
Q - H
205
-83
D-U
115
-75
P-1
159
-72
E-T
159
-72
O-J
115
-75
F - S
205
- 83
N - K
122
- 56
G-R
13
-89
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Nre extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
- BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
r e. Aga v plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to
a division of
any structure is
lis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
I
Job Number: 136DCS013 Ply: 1 SEQN: 704014 / T19 / EJAC
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW.
Truss Label: EJ7 Wgt 23.8 Ibs .. / ... 10/13/17
C
12
6
M
O to
M M
d'
2X4(A1) B I
A
D
1
7'
7'
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:I
NA Ct: NA CAT: NA
PP Deflection in loc L1defl L/#
Loc R ! U / Rw / Rh / RL / W
B 336 / 117 1259 / - / 173 /8.0 '
TCDL: 7.00
Speed: 160 mph
Pf
A Ce: NA
VERT(LL): NA
BOLL: 0.00
Enclosure: Closed
Lu:
INA Cs: NA
VERT(TL): NA
D 127 120 / 101 ! - / - / 1.5
BCDL: 10.00
Risk Category: fl
Snow
Duration: NA
HORZ(LL): -0.021 D -
C 171 / 133 / 91 / - / - 11.5
Des Ld: 37.00
EXP: C
I
HORZ(TL): 0.031 D -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL:10.00
Mean Height: 15.00 ft
CreepFactor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL:4.2 sf
p
Bid Code: FBC 2014 RES
Max TC CSI: 0.496
D Min Brg Width Req = -
Load Duration: 1.25
BCDL 5.0 psf
MWFRS Parallel Dist: 0 to h/2
?
TPI Std: 2007
I
Max BC CSI: 0. 368
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
,
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/ff:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
Ch d T C Ch d T C •
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
SASS FF 53 83 BO BB 7F 48 00 99. 2E 85 Ft➢
inbema41cawail=."? opSj'woaealadtoyisa=Amartia —,
.9471921 mewdalesh wn ai<w whnd a5Nm-1
NzidcWissdthk dsxsa arm nxracrms3k 'eii Sadaumismalad
S .:uxvx 3aa.RBcar�ffia42na5c 9e crovnt �rrlfseaf eammy'datmrk
or s ens. omp. or s ens. amp.
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
re uire extreme care in fabricating handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
nen� Safety Information, bV TPI anr7 SBCA) for satPety practices prior to performing these functions. Installers shall provide temposrryy
per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610,
icable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to
)s 160A-Z for standard plate positions
.
a division of ITW Buildin Components Group Inc. shall lot be responsible for any deviation from this drawing any failure to build the
conformance with ANSIPI 1, or for handling, shipping,) installation and bracing of trusses.A seal on this drawing or cover page
this drawing, indicates acceptance of professfonat engineering responsibility solely_for the design shown. The su" bfhty
any s ructure is ere.
oral notes oaae and these web
Job Number: 136DCS013 Ply: 1 SEQN: 704013 / T16 / JACK
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW.
Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 10/13/17
C
12
6
m
o
to
r-
N
B
C'M
2X4(A1)
-1= A
D
5'
1'
5'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 16D mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "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)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pt 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 Sid: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
40 01 5A 38 FF 50 81 BO8137F49 00 99 2E 95 FB
rb4ltari haaixrrna6.tfrtaa£o 9a m q€ed'isszled bym lMsrtbw
.C. tk.4471221M 0Qd*WShGWM atxiW ULMS a SHA-1
zaritanticn'aat�e
x�tedc xtafrhardmawat nrtmac&=d:3�amd=d=6d
zndt3;;4SRh,�2a%thentimtk m4anwtruawedfi dmaaydectmr&
myim
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh !RL /W
B 263 / 96 / 208 /- 1129 / 8.0
D 90 /13 /70 /- !- /1.5
C 119 / 93 162 /- / - / 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 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
Safety Information, byy TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olhenaise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
'le. ADDQV Diates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. Defer to
a division of
111`1 1; or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
i
Job Number: 136DCS013 Ply: 1 SEQN: 704012 / T17 / JACK
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW.
Truss Label: BJ3 Wgt: 12.6 Ibs / ... 10/13/17
C
12
6
Cl)
O � -
2X4(A1) B
CV
A
D
3'
IA 3'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pfl NA Ce: NA VERT(LL): NA B 193 176 / 162 / - 186 18.0
BCLL: 0.00 Enclosure: Closed Lur NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - /- / 1.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.004 D - C 64 / 51 / 30 / - / - / 1.5
Des Ld: 37.00 EXP: C HORZ(TL):-0.004 D - - Wind reactions based on MWFRS
Mean Height: 15.00 ft B Min B Width Re 1.5
NCBCLL: 10.00 TCDL: 42 psf Code Misc Criteria Creep Factor. 1.5 r9 q Soffit 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 D MinBr gWidthRe q = -
BCDL: 5.0 psf I C Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.072
I Bearing B is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.000 Bearing B requires a seat plate.
Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WA1.040220 VE VIEW Ver: 15.01.0Chords Tens.CDmP. Chords Tens. Comp.
Lumber
Value Set: 13B (Effective 6/1/2013) A - B 27 0 B - C 29 -105
Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC B - D 0 0
Wind
Member design based on both MWFRS and CBC. ffi
0
01 SA38 FF 50 8180 86 7f=4 00 99 2€ SS FB
tamRantreen a{sc'txr j n'edzmla lcdb¥Mar AMtatftmz,
., t�. &d7t92(antAec�at..shawrsa6aae ar,�g a SNA-1
Iq `t+talPuL&9G. .
ad"Pinadttic docu�aatemat-cs ni ad s3�n�d ands akd
Fe SiihKa av�en�titiueeode m�.:.t Ee c�rr3fieC rs�axrtecAcctmrsic
"`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
9uire extreme care in fyaybricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f BCSPUnless notedotherrw se,top chord shallehave properly attached performing these
sheathinq and bottom cchordasharll have a propperly
id ceiling LocaLons shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
e. AppTy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to
60A-Z for standard plate positions.
!vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
tfonnance with ANSIr fPl 1, or for handling shippm' , installation and bracing of trusses.A seal on this drawing or cover page
drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability
A this yawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
Job Number: 136DCS013 Ply:1 SEQN:704011 /T181JACK I
4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 4 FROM: AH DRW:
Truss Label: BJ1 Wgt 11.2 Ibs .. / ... 10/13/17
4"3
I
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
12
6 C
2X4(A1) B
0
-F T M
O LO
� T-
M
1
1'
1'
1'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefi U#
Lee R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 150 / 77 / 145 1- / 42
/ 8.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 10 118 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.001 D -
C -14 / 28 / 25 / - / -
/ 1.5
HORZ(TL): 0.001 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.015
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
gearing B requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords
Tens. Comp.
A-B 27 0 B-C
28 -19
No 047182
.s ,.
40 015A 38 FF 58 8180 BB 7F48 0099 2E 85 FB
MUItet'h3 barn ala�js�tted art9 waled FAenazel M;nttae�
n .1k.041S92I an V.a daae;shsw" kawm trMg a SKIIA
,antIM&Awde.
Pml.d ccpe. Fehh donrr A not c-41&ad*md mmd reeled
mzd ahG�fA.3 suthant3nSefi"aoda tn�tfsc,a-at#PI<de"aa��ectmtilc '
CMIas.
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
s reqquire extreme care in fabricatg handlingl shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, by TPI a'SBCA) toF safety practices prior to performing these functions. Installers shall provide temposrrvy
per BCSI.. Unless noted olherwiop chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly
d riggid ceiling Locations shown permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or 610,
cable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer to
Is 160A-Z for standard plate positions.
a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. _
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ce of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
I
Job Number: 136DCS013 I Ply: 1 SEQN: 7040151 T21 / HIP_
4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW.
Truss Label: CJ7 Wqt: 42.0 lbs I I ... / ... 10/13/17
2X4(A1) B
43 A
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 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: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
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 pif at 9.84
TC- -7 lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TC- 238 lb Conc. Load at 7.07
BC- 23 lb Conc. Load at 1.41
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
*`WARNING** READ AND FOL
-IMPORTANT*` FURNISH THIS DRAWING
a division of
any
6'3"
6'3"
12 3X4 C
9'10"1
3'7"
=5X5 F E
IC
61"4 3'2" 6"1
61"4 9'3"4 51
)w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
B 330 / 208 /- I- /- / 10.6
NA Ce: NA
VERT(LL): 0.015 G 999 240
NA Cs: NA
VERT(TL): 0.034 G 999 180
E 385 / 175 /- / 0 / 0 11.5
rw Duration: NA
HORZ(LL): 0.004 F - -
D 29 114 /- /- /- / 1.5
HORZ(TL): 0.010 F - -
Creep Factor. 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
le / Misc Criteria
g Code: FBC 2014 RES
Max TC CSI: 0.241
E Min Brg Width Req = -
Std: 2007
Max BC CSI: 0.326
D Min Brg Width Req = -
� Factors Used: Yes
Max Web CSI: 0.256
Bearing B is a rigid surface.
gearing B requires a seat plate.
RT:20(0)110(0)
Mfg Specified Camber:
Type(s): IMaximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 -650
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
Y aoit r '40, Maximum Web Forces Per Ply (Ibs)
' � * W" Webs Tens.Comp. Webs Tens. Comp_
�e
G - C 286 -47 C - F 345 -709
04.
A, .:.
STAFF- 'Woo
1 SA 38 FF 55 81 SAD BB 7F48 00 99'ZE65 FB
M kubnak }s'kned and salad by FAaa lMartbu
Lk. 0471Ut an Oz daft shown W� wing SNA.l
coplaz,ddixdocumortmariot carW sreddgnertardsealed
553W4a 4a&+ aS osodacnu:ehavmfd:dm=ydmtracs%
V ALL NOTES ON THIS DRAWING!
ALL CONTRACTORS INCLUDING THE INSTALLERS
iactices prior to bracing.
ese functions Installers shall provide temporrary
e properly attached structural sheathing and bottom chord shall have a pro eny
'estraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as shown above and on the Joint Details, unless noted otherwise. (2efer to
II not be responsible for any.deviation from this drawing,any failure to build the
Iqq installation and bracing of trusses.A seal on this drawing or cover page, _
,i. engineering responsibility solely for the design shown. The suitability
SBCA
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = lA0
Ori 120 mnh Wind Sneed. 15' Mean Helnht. Partially Enclosed. Exoosure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace sl
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace w)
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace Ni
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 10,
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
9' 7'
12, 2'
12' 8'
14' 0'
14' 0'
-
S P 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' 8'
5' 9'
6' V
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12, 6'
14' 0'
14' 0'
Q
F
Standard
3' 8'
4' It'
S' 3'
6' 7'
7' 1'
8' 11'
9' 6'
10' 4'
li' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' It,
7' 10,
B' 2'
9' 4'
9' 8'
12' 4'
12, 9'
14' 0'
14' 0'
-j
S P
#2
3' 10,
6' 7'
6' 10'
7' 9'
e' V
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'
(U
D F
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, it,
ill 8'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
In' 7'
ill 0'
13' 11'
14' 0'
14' 0'
14' 0'
..N
S P F
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
U
LI
Stud
4' 2'
7' V
7' 6'
8' 9'
9' t'
10' 5'
101101
13' 9'
14' 0'
14' 0'
14' 0'
O
I� F
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' S'
t0' 10'
12' 8'
13' 7'
14' 0'
14' 0'
W
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
1t, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
8' 10'
1 9' 3'
10, 7'
ill 0'
13, it,
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10,
8' 6'
9' 1'
10' 6'
10, it,
13' 4'
14' 0'
14' 0'
14' 0'
Q1
D F L
Stud
4' 4'
6' 5'
6' t0'
8' 6'
9' 1'
10' 6'
10, it,
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10, 10,
It' 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
u
U
S P F
#3
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10101
111 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
H F
I
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10' 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1.
5' V
B' 5'
e' 8'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
Ill 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 9'
7' 4'
7' 10'
9' e'
10' V
11' 7'
12, 0'
14' 0'
14' 0'
14 0'
14' 0'
1
n
D F L
Stud
4' 9'
7' 4'
7' !0'
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14, 0'
14' 0'
r
Standard
4' 7'
6' 6'
6' It
8' 8'
9' 3'
11' 6'
12, 0'
13, 7'
14' 0'
14' 0'
14' 0'
Bracing Group Species and Grades -
Group AI
S r i5e-Pine-Fir Hem -Fir
#1 / #2 Istandnrd #2 1 Stud
#3 1 Stud I 1 #3 IStandordj
Do u ias Flr-Larch Southern Pinexxx
#3 #3
Stud Stud
Standard Standnrd
Group BI
Hem -Fir
tit 6 Btr
al
DO los Ffr-Larch Southern Pinew-K
al #1
#2 1 #2
1x4 Braces shall be SRB (Stress -Rated Board).
:nfor Ix4 So, Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Gable Truss Detail Notesi
Vlnd Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with IOd (0.128'x3,0' min) nails.
Aboutjt
X For I 'L' brace, space nails at 2' o,c.
able Truss
In IS' end zones and 4' c.c. between zones.
31E3{',For (2) 'L' braces, space nails at 3' o,c.
Diagonal brace option
In 181 end zones and 6' o.c, between zones,
vertical length may be
doubled when diagonal
18'
X
'L' bracing must be a mlNmum of 80'/, of web
brace Is used. Connect
L
I
member length.
diagonal brace for 600#
'L'
-I{-
Gable Vertical Plate Sizes
at each end. Max web
Br ce
total length Is 14'.
Vertical Lennth No Splice
2x6 DF-L #2 or
Less than 4' 0' 2X3
better diagonal
'r
+
Greater than 4' 0', but 3X4
Vertical length shown
brncef single
8,
�(
less than il' 6'
Greater than 11' 6' 4X4
In table above.
1111or
IK
doubte cut
(as shown) at
L
1
+ Refer to common truss design for
upper end.
peak, splice, and heel plates.
ontinuous Be ,rin i
tOht/� 1j j Ii
to the BuildingDesignerfor conditions
Connect diagonal nt
for
\\`+\+
if notRefer
atltlressed8bly detnlLr
1AU
midpoint of vertical web,
Refer
to chart above qc
gth,
wwVARNDIGW REAR AND FMJ-UV ALL 1[-ON THIS DRAVI)XB
wwDO,DRTANTww FURNISH THIS DRAVMG To ALL C@(TRAC CRS DICI.UDIM 'RE VdTALLMS.
``
Q'
t -+
"GEA/ ��Y%
REF ASCE7-10-GAD16015
Trusses care h fabrlcathg, handurg,•shipping, Instalunoo and bracing. Wen'to and
4 �%
require extreme
follow the latest edition of DCSI (Buldho Component Safety Infarmation, icy TPI And SBCA) for`.saFety •
prnctkos pro, to perfamming these functlons. Installers shill provide temporary bra cing per BC SL
bottdm ..
.--
'
DATE 10/01/14
r
Untess rated otherwise, top chord shall hAve Properly attached structural sheathing And
shall have a Properly attached rigid ceiling. Locations shown for pereanent lateral restraint of webs
'
.�X
DRWG A16015ENC101014
f7 r��
d I I I L_- I I�
shall have b ct4g Installed per BCSI sections 43, S7 or BIO, As applicable. Apply plot- to each face
F trots nntl position as shwa above A d on the Joint Detals, ,adeas noted otherwise,
/ G
w ,.CK
F
ILI�'ILI=�
Refer to drawings 16CA-Z for standard plate positbns.
Atpine, A dlvislon of ITV Budding Components Group Inc shall not be responslde far any deviation from
�
p
p
} `i
ANl11NCOMPANY
this drawing, any folure to bald the truss In conformance with ANSI/TPI 1, or for hAndting, shIpplag,
astatlation a bracing of trusses.
sa $®PP33�� q`'
MAX, TOT, LD, 60 PSF
A seal an this drasHttgyheor cover page Listing this drnwko tndkates Accept- of professional
'the
✓�
yN/
(:,Ft'�j�►�y
f sum this
ds B.Adkv
13389 Lekefronl Drive
e a�g
b'ty
s we n
t'e'`p'eYYSa�r0.e*\,
Earth City,M063045
Infornatk�n�see thifor
l=no ,esefsreh sl
ALP1NEi wwwalpinelte.comi TPI, wwwApinrt.orgjSLIM www.sbcinndustry.orgl IM www1casafe.org
�
MAX, SPACING 24.0'
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or- L40 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
❑r, 120 moth Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 •L' Brace ■el
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace )It -
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' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
U
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
lt' 2'
il' il'
13' 7'
14' 0'
HF0Stn#41
3' 0'
6' 4'
6' 7'
7' 6'
7' 9'
6' it,
9' 3'
1' 9'
12, 2'
13' 11'
14' 0'
—�
S P
#2
3' 8'
1 6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
to, 1'
to, to,
13, 8'
14' 0'
iu
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
to, 1'
10, 10,
13' 8'
14' 0'
d
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' 110
go 7'
12, 2'
13' 0'
�-%
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9•
10, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
+
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' 8'
9' it,
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
�-
U
Stud
4' 0'
6' 7'
7' 0'
8' 4'
e' e'
9' 11'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
O
H F
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' It'
10' 4'
11' 10,
12' 8'
14' 0'
14' 0'
S P
#1
4' 5'
1 7' 3'
7' 6-
8' 7'
8' 11'
2'
10, 7'
13, 51
13' 11'
14' 0'
14' 0'
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' V
5' 11'
6' 4'
7' 11'
8' 5'
0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Q1
�
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
8' 5'
0'
P91
IG' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
5'
to, 2'
it, 0'
11' 9'
14' 0'
14' 0'
0
#1 / #2
4'8'
7' 11'
8' 2'
9' 4'
9' e'.
1'
il' 6'
14' 0'
14' 0•
14' 0'
14' 0'
U
O
SPF
u I� F
#3
4' S'
7' 7'
8' 1'9'
2'
9' 6'
Il'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10' 11'
it, 5'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' -5'
6' 6'
6' 11'
8' 8'
9' 3•
10, 11'
11' 51
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
e' 3•
9' 5'
9' 9'
I1' 2•
11, 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
Ill 11
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
tt
(NA
#3
4' 6'
6' 10,
7' 3'
9' 1'
9' 7'
il' 0'
11' 6'
14' 0'
14' 0'
t4' 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
it, 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1'
6' 5'
e' 1'
8' 7'
10' li'
11' 5'
1 12' 8'
1 13' 7'
1 14' 0'
14' 0'
Bracing Group Species and Grades -
Group AI
S ruce-Pine-flr Hem -Fir
#1 / #2 Standard1 #2 1 Stud
03 1 Stud 1 1 03 IStandardl
➢ou las Flr-Larch Southern Pinewxr
#3 #3
Stud Stud
Standard Standard
Group BI
Hem -Fir
#1 g Btr
al it
Douglas Fir -larch Southern Plnevww
lit #2
lx4 Braces shall be SRB (Stress -Rated Board).
xliFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Gable Truss Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' o' overhang, or 12' plywood overhang,
Agout
Attach 'L' braces with 10d (0.128'x3.0' min) nails.
)K For (1) 'L' brace, space nails at 2' ac.
able Truss
In 18' end zones and 4' O.C. between zones,
)K)KFor (2) 'L' braces, space nails at 3' o.c.
'Diagonal brace optconi
_ _
T In IS' end zones and 6' o.c. between zones.
vertical length may be
I
doubled when diagonal
V
18'
'L' bracing must be a minimum of SOY of web
brace Is used. Connect
L
member length.
diagonal brace for 690#
'L'
Gable VertIcaL Plate Sizes
at each end. Max web
Brace
I
total length Is 141.
)K)K I Vertical Lencith I No S llce
1%
i
2x6 DF-L #2 or
I Less than 4' 0' 1 2X4
bnm�
better diagonal
T
t Greater than 4' 01, but I 4X4
Vertical length shown
bracei single
81
less than 12' 0'
)K
In table above,
45'
or double cut
(as shown) at
L
* Refer to common truss design for
1 I'l
upper end.
n peak, splice, and heel plates.
ontlnuous Bearing Refer to the Building Designer for conditions
Connect diagona at
not addressed by this detail.
midpoint of vertical web.
Refer to
chart above for max gslRrYte11NI1r(Nrol, length
"WARNIN137READ AND FEILLOW ALL NOTES IN TMS DRAVINGI
—IMPORTANT o FURNISH TM DRAWDIG TO ALL CONTRACTORS =LUDDNG THE INSTALLERS.
♦�♦` �i
REF ASCE7-10—GAM6030
DATE 10/01/14
Trusses require ewtreme care in fabrkating, handlirg, shipping, installlhg and bracing. Refer to d
fallow the latest edition of BCSI giuildfng Componentm Safety Information, by TPI and SBCA) for safanety
r gt
(�. SJ�,VtS�
practices prior to perfornhg these functions. Instalters shall provide temporary brad�g per liml.
Untess top have attached structural sheath0g and button chord
��
noted otherwise, chord shatt property
Oat have a property attached NpW cellYg, Locations shown for permanent lateral restrolnt of wirbs
shot have brocing Installed SCSI sections 33, R7 or 1110, me applicable. Apply to each face
-No
DRWG A16030ENC101014
Q ILJJ�
per plotes
of truss omd position os sFrorn nhova and on the hint Details, unless noted otherwise.
Re
.A.
= TS
Per to draetrgs 160A-Z for standard plate positions.
Atdivision ITW Buildt Components Group lna not be responsible for any deNation from
ATE OF
AN 1iWCOMPANY
pine, a of shot(
tuts drawing, any fa0ure to bu0d the truss In conformance with ANSI/TPI 1, or for ha Ming. shipping,
Installation L bracbg f trusses.
i .p
/C 1 "_.
MAX, TOT, LD. 60 PSF
A seal on this draWg or cover page Usting this drawing, Imdl—tes aecaptance of professional.
for the df- r, shown The swdtabilNsy and use of thisdrdrow4g
Ott f�,
�' �j(♦ � � � t v
for responsibility solely
For anystruch+e b the resparnAillty of the tA�Rd6,g Designer Per' ANSViP1 1 Sac2,
���
Sr,,. ,♦
MAX, SPACING �4,0e
7338E City. MO63Dfront ve
Each City,M063045
For more Infornatlon see this job's General notes pope and these web sites,
ALPINEi rww.nlalneltw.caw, TPL wwwADIstori SBCAi www.sbcindustrvaral IM wwrdeesafeorp
p�
fS4e. + - N il�+eQ
,T
Relnfo
Memk
Go
Tr
Galole Detail
For Let -In Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace is 90% of Member length,
Gable vertical length
greater than 48' 'L'
or 'T' brace required
1c
016
Truss Plate Sizes
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
IDRefer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web
Example, 2X4
2X4 2X8
\ v No
)brace
required �.
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design,
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or T' brace required End Driven Naltsi
lad Common (0,148'x 3,',min) Nails at 4' o,c, plus
(4) naps In the top and bottom chords.
Toenalled Nails,
10d Common (0,148'0',min) Toenails at 4' o,c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind -load,
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detall Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014
See appropriate Alpine gable detail for maximum unreinforced gable vertical length,
'T' Reinforcement Attachment Detall
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - Qr - M End-nall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
deb Length Increase w/ 'T' Brace
Example,
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1,00
Gable Vertical = 24'o.c. SIP $3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1,30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
'T' Relnf,
Mbr. Size
'T'
Increase
2x4
30
2x6
20 '!.
IrvARxarao RFI1D Aha) Fo.t.lnr ALL wTcs lit Itn WAVD0
IIDPMAMTII FURNISH I= mimic Tu ALL mtaugmc UE mSTAl1FAS,
iseuaetr,rtq„
REF LET —IN VERT
DATE 10/01/14
Trusses requfe extreme care h fabnccathg, handttp, shpphg, tnstatti and brnetp. Refer to and
£otter the latest edldon of BCSI �dtrig Corponent Safety Lfonwtbn �y TPI and SBCA) for safety
�V
practices prior to psrfogWa these functions Instatlers shall pravlde tenporory brndna {xr BCSL
=1"I
Unless tap chard have
to 04ne2 $es
'
noted otherwise, shalt property attached structu-°l shwa g nrd chord
shall hove a properly attached rkM ceUo Locations shown for permanent lateral restraint of webs
have Apply to face
PCSabove
Insion
PLO,Details,
c,a_
DRWG GBLLETIN1014
/7 i� n
shalt per J or as Messbte. pietas each
of tress aril as
and as shown shove and on the
sand on the lTetags,
..y;: l.Rt or
z
/d I lull\\IJI
`j--t J ���
position
posh .blrit unless rwixd otfieMse.
Refer to drawings 1604-2 for standard plate positions.
f
'�PaA�S�eI a yj SQ,.•��M1�
AN ITWCOMPANY
ad"es ° dviabn of m Butip conponwnts erou��n Inc. ahntl not be reap, or f for any -weirder iron
this drarhg, ony fature to btid the true h t:atPormarw:e ANSI/TPI I, or far handW,p,
'_" ziant;;ios
with sHpphp,
hst 6 brach8 of trusses,
aD Ot5n94f .... Ca1�9Yfli i4
MAX. T❑T, LD, 60 PSF
settoa
A weal m thtr dra.hg or cover pa wag this drowlrt,p, i dcates acceptance oP professional
xpkrerhg resowtst�Ahty sdely for tme dnlgn shown, The sultobRty and use of fNs drowft
far b the ihx laiang OeatOnet.
...._—_. """"`^""
DUR, FAC, ANY
13399LakeGmtOrive
cry struettr• resparuMlty of Ixr AtttvTPi 1 seta
—�w�4�
MAX, SPACING 24,0'
Ea'thCity,h1063045
,For Wore Ir,:ornntlan saw tlds Job's gemrnt rates ppaage and these web sites,
ALPAE, wsw,n ettw,comt TPI, wemtphstorgl SliCa www,�chdustryorgi ED wwNccsafa,org
2;
I AV A hA1-
wdAI+, min, )t Hip Frame, 'R'
Hip frame stops at plumb cut of
jacks to maintain pitch continuity,
3K Hip frame lumber Is SPF, So, Pine, HF,
or DFL Standard, Stud grade, or better,
Hip Frame Details
See Engineer's sealed design for setback,
lumber_,_pta_ting, loading, and duration factor required,
'R' Hip frame chords may be trimmed up to 2' to fit,
purlins must be intact and properly attached.
B / Hip Frame
T
Common
Tr sses
Stepped Hip
Sys Trusses
ns
tback� n c #1 Hip
Pitched and Sheathed
Chord Area
Hip Framex
/ B Bottom Chord
o- Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0,131'x3,5' nails
Bottom chord of hip frame to be attached to
#1 hip with 0,131'x3,5' nails @ 6' o,c. maximum spacing.
Hip Frame
LSection B-B
�— --r-}-�— Stepped Hip
Setback
System Trusses
Use this detail
ASCE 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,
Structura panels must be properly attached directly
Residential,
Wind
TC
DL=4,2 psf, Kzt=1,00
To hiR.%%iMNkiwrllns,
■VARNINGI.. READ AMD FOLLOW ALL NOTES Q+ THIS DRAWING!�'-
wsOKKANT— FNRNIS11 THIS IIRAWIHG TO ALL CONTRACTORS IT -LAUNG THE RdTALLM
•'� �
\QENg� 'y
REF HIP FRAME
DATE 10/01/14
Trusses requlro ¢+Creme care In fabricating, handling, shipping, Installing and brockig. Refer to
'�
fallow !¢lost
the adltlon of IiCSI (Bu6tling Canponent "" Information, by TPI and SBfA) for Laf¢Ty
pr ctices priorto performbg these functions. Ir taUrrs shop provide tenporary brae!¢ per SCSI.
LWess noted dwr.tse, top chord shag have prnprrly attached structural sheatMrlg anti batten chars
lVa
_
=
DRWG HIPFR1801014
shall have a properly attnc-d rlgId teging. LOC¢SIGnS shorn for permanent lateral-,;traMt of webs.
—
/
t�
I'el��J1
d �U
g7 or Det as applicable. e• Apply plaice to each Facr
shag have bradng Installed per HCSI sections the
of truss and pas as above and the Joint Detats, vlless rated otherwise.
= Si•A E OF
U
Refer to drn¢Ings 16gA-Z for standard plate poskbns.
16O far to
Atpine, a divlslon of tilt BuRding Components Group Inc shall not be responsible for any deviation from
.Q
AN R W dDMPANY
Ills drnr4 g, any f B9ure to build the truss In conformance with ANSVTPI L or for handing,-hOping,
Oostnitotian brad.trusws.
t1 n 0 S
P• v
L rad of
A seal on t+ds drawlnp or cover page lLstYg this drnwkg, krscntes ncc¢ptance of professlmol
erg�eer responsmlU4y surety for• the de sYwwn The sWtoWlty and use of this drarkg
��?'i_
Tl `��{/
�:Y / �,\��:',"•``i
4
73399 Lakefront Oriva
for any strueb,r•e Is tix resporsbNkY oP tTw BuRding Drdgner Per ANS[/iPI I Sect
d
>dy sdllAltpglplNt ,```
S�N;�
Earth Oily, MO=5
For more Information see this Job's general notes pope and these web ov
ALPINE, rwwaloheltw.com TPD wrrtpinstorol SEM wev,sbcindustrvorg, ILO sewlccsafearg
�i. euasyeis i'u. GJl IWa,ta}aetpuiags'us Was m.n'asuMa••u q;y Iuorw;INRblvass t3Nldltl
,0'bZ 9NI3ddS •` t3? ' �� ss31s qaa -.4 pm aead ii a.qa li a,a uw}—.,4,1 ..,aY -j B70fH OW'RLJ 4Pe3
2 �;/ �Je es I IdLnSw d d,uels,e eupPe a da RxlagPuodsN yx A s rtuo .+oy n10luPge>Ie�68EC1
sill sr► ee'i1192113i'a� fh. Cil b :7 y eu.a.P d° .- Pw RangPsms +4r , a+P „a �, RYWs' Cttwa mds =a ,eue
_ y Iaugaaaywd dP ,�ua}e,i a m--WA •eupto�p aty} ev}ai ,ead ,,nog dP 01 11 uP IPn v
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•umoys sv
a.no payo:.ld uo a.mnbs aq rCaw p,aoyo wi
001 = 4-zN 'dsd S=3Q 31 pulM 'Q •dx3 '6ulpling
pasolou3 '4.y61aH uvaW ,0£ •ydw ObT OT-L 33SV
,q]
00'1 = �z>l 'dsd S=-lQ 31 pulM '3 'dx3 16ulpling
pasolou3 '� y61eH J'i ,OE 'ydw 091 OT-L 33SH
.403 pallroi slivu (.S'£ x ,S£1'0) xoq pi (a)
iy}lm ssn.a3. 6ul4.uoddns fWana off. r(allvn y0va y7044y )K)K
,.aa44aq .4o a# 1-3Q 'Z#/T# 3dS '£# dS tixz sgaM
•.Aa}:1aq uo Z#/T# 3dS uo NZ# dS bxa puoN3 :i.og
•,i uo a# -1-3Q 'a#/T# 3dS 'NZ# dS i,x2 puoy3 dol
00'T=4.z>j 13 'dx3 'p3sopu3 '4-q61aH unaW ,06 `qdw 09T 1OT-L 33Sd - WOiiad AaWOA
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00
160 mph Wind, 30.00 Pt Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bid& 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 purlins. The building Engineer of Record shall
provide diagonal bracing or, any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Enolneer's sealed truss desion drawlno for oloovback and base truss soecificatlons.
Detail A 1 Purlin Spacing = 24' o.c, or less
12
Up to1217 11
/� II
4'
O.C. max
i—Top Chorq Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing in between,
Detail D ' Purlin Spacing > 24' o.c,
Piggyback cup truss stunt nulled to all top chord purlln
bracing with (2) 16d box nails (0.135'x3.5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c,
12 Attach purlln bracing to the flat top chord
using a minimum of (2) 16d box nails (0.1351x3.51).
Up to 12 V I I \�
Purlin Spacing)
\\ I I \\ I I I I
24' o c, max
Top Chord Scob (Typical Each End) Chord Plat top chord purllns required at
Depth both ends, purlln spacing)
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purtins must be Installed at 24' o.c. max. and use Detail A. ,?dd%sill%1%j
uwARf@161ws REM AND F=nV ALL NQTES (IN THIS DRAVDIGI
■wIWMTANTss fURMSH THIS DRAVIM M ALL C@ITRACTMS 1Nf1.UDING THE INSTALLERS
Trusses require extreme core In fnbricathg, handiing, shipping, installing end brocing. Refer to oho
fouox the latest edM- of RCSI 11h eftng Component Safety Information, by TPI ones SBCA) for safety ` 1VE
/
rpproroctices prq— to performing these funstnt nctlons. Ilars chap provide <onpororyy nraCng per BCS1. v "V
Unless noted otheretse, top chord shots hove properly ttoched structural he. mg and bottom chord N s
shall hove a properly attached rigid cellIng. Locations shown for permanent lateral restraint of wens
shall hove bracing Instnilvtl per DCSI sections th 1J or Bea os-tessniv. Apply pintec to each face —
of truss and ing. 6C as shown mho w pl on the Joint Detalc, uMesc ratetl otherwise.
R¢fer to drnrhgs I6aA-Z far standortl pWte positbns.
AN rrW(30MPANY Atp4n, a ovislon of ITV Building Components Group Inc. whoa rat ne raspons ale for any dvv ot,on frw
this drawing, arty faaure to btAd the truss In con ormonce with ANSI/TPI L or for ha ng, shipping, = AN 'Qr Oje
Instollaticn 6 bracing of trusses. r
A seal on tins drawha or cover pate U tkq this dr .In& YWcates acceptance of profesdfonnl s /� �+
er�neerwg responsmRity solely for the design ahom The suitoWlty oho use of tits drosYg sg 4/�'�
for nrry str•uchs•e Is H,v r:sporx�llty of the tldirg Msss per AV11 1 I Sect �Ao
13389 LabeDont Wive fr none Infarmntion see this a enrol notespage web
Earth City, MO 63045 ALPME, ww►alainelt— TPA mxwtolmstoro, SSCA, wwwsbctnductrv. roiv CG wew cc ofvarg
Piggyback cap truss slant nailed to all top chord
purlln bracing with (2) 16d box nails (0.135'x3.5')
and secure tap chord with 2x4 #3 grade scab
U side only at each end) attached with
2 rows of 10d box nails <0.128'x3') at 4' o.c.
Attach purtln bracing to the flat top chord
using <2) 16d box nails <0.135'x3.5').
The top chord #3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trulox
plate attached with (8) 0.120'xl.375' nails, (4)
Into cap TC L (4) Into base truss TC or <13 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xi.375' nails. Note, Nulling thru holes of
wave plate is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'xt.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 sheathingg ggussets
(each face). Attach @ 8' o.c. with (a) lid common
(0.113'x2') nails per gusset, (4) in cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face),
Attach @ S' o.c. with (6) 10d box nails (0,128'x3')
per scab, (3) In cap bottom chord and (3) in
base truss top chord. Scabs may be staggered
4' o.c, front to back faces.
28PB Wave Piggyback Plate
One 28PB wave piggyback plate to each face
@ 8' o.c. Attach Teeth to PIgg back at time of
fnbricatton. Attach to supporting truss with
(4) 0.120'x1.375' nails per face per ply.
Piggyback plates may be staggered 41 o.c. front
to back faces.
SPACING 24.0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
17
CLR Reinforcing
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired,
Notesl
This detail is only applicable for changing the specified CLR
shown on single ply seated designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative,
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf.
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4OO
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(31E)
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
00 Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforcements or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',m1n) nails
at 6' o.c. Reinforcing member is
a minimum 807 of web
member length.
T-Reinf, L-Reinf,
Scab Reinf orcements
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 80% of web member length.
Scab Reinf.
••D�tTANTM F S BMWIIG TO FOLLOW1 ALL
ACTIM INICL ON THISIMTFE INST,UI�s
Jt7,�
TC LL PSF
REF CLR Subst,
Trusses ¢quW extreme care In fabricating, handling, shipphg. Installing and bracing. Refer to and
follor the latest emt)on of SCSI (BuA,sng Component Safety Information, by TPI and SECA) far safety
practices prior to perfornhg these f,mctlons. Installers shop provide temporary b—ft per BCSL
T'�.•,
IS,
� �x
�
�,C��Ys 2
TC
TC DL PSF
DATE 10/01/14
DRWG BRCLBSUB1014
Unless noted otherwise, top chord shag have property attached structural sheathing and bottom word
shall have a property attached rtgid celling.sactio Locations shown for lateral res oP aces
`�
C DL PSF
/7
t O
1IFlI� v
permanent
to
shalt haveas oppllas no Apply plates to each face
orating Installed per HCS[ sections the
J or Details,
f truss am n as shown above an the Joint petals, unless mated otherwise.
�j
$_ C LL PSF
l�//�I
dpo rawings 1
ReFer to drarhgs 160q-2 for standard plate positions.
plate
/
i
t�Ll
Alpine, a d.1.1- of ITV Utdin Components group Inc shalt not be responsible for any deviatlon from
1/
LD, PSF
API fl W COMPANY
this drodnp, n Y faI— to bind the truss In conformance with ANSVTPI 1, or for handling, sh1pphg,
A�,� dF
C !/
-TOT,
Installation 6 br dng of twsses.
A seal on thisdrawingor cover page listing this drawing, Indicates acceptance of prof esslonal
erplm1!w solely for the design shorr� The sWtabNty and use of this drawing
.n
DUR, FAC.
13389 Laketront Drive
�apotfsONty
for any str ture Is the responsibility of the Bu0.dng Designer per ANSI/TPI 1 Sec2.
SPACING
Forth City, M0630a6
For more Information see this job's general notes page and these eb sites,�{+�(�)
r ALPINE, rww,alpheitw.com) TPI- www.tphstorgi SBCA, www.sbchdustryorg) ICaswwAccsofaarg
a ��,,
¢Q _ (, �/fi)Aih��7
e e
o
Cracked or Broken Memloer Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces May be Increased for Duration of Load
or web member,
This design is valid onlyy 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.
Nail Into 2x4 members using two (2) rows at 4' o.c„ rows staggered.
Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side, member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f,
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail ma not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
S
L L
4' o.c
__� Typical ~
Maximum Member 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
r
975#
1055#
1495# 1
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
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#
1 6660#
S
tanlnun
L Distance
D
L
L
+ O + O + O + O
0 + 0 + 0 + 0 + Mlnnun
L Nstance
i^ /
Stagger `
+ = Back Face 10d Box (0.128' x 3', min) Nallsl
0 = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Trile Row Staggered
Nail Spacing Detail ��,�t "`�'� ` a. L
ovARNDXPN READ AND FU=W ALL WTES UN THIS DRAVINa REF MEMBER REPAIR
..DPMTANT- nMdSH THn DRAWNG M ALL t�TRACTM DIM01% TK DISTALLERS, Q, CANs� . +�.
Trusses req." xtrene cnrw h Pnbrknteg, handling, shipping, installing and brnceg. Refer So and V\ l)L� � DATE 10/01/14
lellor
lthe latest edUon of SCSI <Huadrg Co,hponent Safety Infortwtbn, by Tpl nntl SHCA) for snPety
aices prior to performing these functions, Installers shatt provlde tenporary bradng per BCSL No, g
ls noted otherwise, top chord shall have properly attached structural sheatHng and bottom char DRWG .REPCHRD1014
hr aFmw properly attached rigid ceiling, Locations shown for permanent lateral restroint of webs w l' aP nZ tnstalted per HCSI cecttons H3, H7 or H1o, as np� so z Apply plates to each face
F9uss and posltlfi as formaboveand on the i-s. DeWRs, unless notM ottvraisa. to andhdngs 1 . as for st-be a plate positions. 0�:
AN fTW 00MPANY Alpine, a dvisimh of ITV k4ding Conponents Group Inc. shalt not be responsible for any (it ilon from
this drawkV any fn&re to bAd the truss in conforhance with ANSI/TRI 1, or for handling, sapping,q,-
M.taltatlon L bradng of trusses. %i �%� �` o �,o • {(f�;w
A seal on gtls d-nwYng or cover page gstWQ this drawLg, lactates a—pt— of professimnl
englrneertng respansHhlity solely for the design shown. The svlmbUty and use of tHa drating13389 i r
For army structure IS the respmisVWty of the Malmi; Designer per ANS[/TPI 1 Se & �r4• � q,V ����
Earth C iyeMO 63045 ALpNc"w.aminelirconti MI. .tomc'i:orn; Secal:riesnc�aDiesvVridornaICO web sites, rf°�ff�,, It... M�ttP��t SPACING 24.0' MAXI
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX, LENGTH T0TRIM FILLER
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' O.C. MAX., OR SEE NEXT OPTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX,
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS N❑ SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
(THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATI❑N FOR 24' O,C, MAX.
SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
I USE THIS DETAIL FORI
ICTURAL BEARINGS UNDER THE FALSE FRAME <NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME.
i LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS <IF>4'-0'),
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE= FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CON➢ITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIEDI
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) i0d BOX
<0,128'x3') NAILS AT EACH END OF EACH VERTICAL. <12' MIN. VERTICAL BLOCK
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') 2 3' ❑,C, AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
<0,120') x1,375' NAILS INTO EACH MEMBER CONE 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 CONE
FACE ONLY),
--maK� f�A TREADA F� V �l��s Vc=IWTHTHE INSTALLERS ;a``'`J�4 lyl�'tp�J,rp+r_yryrm REF BC FILLER
Trusses require extreme care In fabrIcatiN, handling, shipping, instaltlno and bm JAQ Refer to and `� \ /^�EN(t '(fp '°�' DATE 10/01/14
Follow the latest emtlan of HCSt (Butldinp C-PAnent Safety TnfornAtbn, y TP[ And SBCN for safety �v V �1`
practices prior to performing these £unctions. Installers sYnit provide tenporor bra drg per SCSL
Unlace noted othewlse, top morel shall have property attached structural swaw�g and bottom N - DRWG REPBCFIL1014
Q ��O shall hove n pro In. attached rldW ceNng. Locntbre shorn far pernoneM lateral restrnlnt oP webs
shalt have bradtp In. per St se.tlan. D3, B7 or DID. As npptfcnbL.. Apply plates to each face
of truce and podtbn as Chown above And on the Joint Details, unless noted ather.ice.
Refer to dra.hgs 16CA-Z for standard plate positions.
Alpine, A division of tTV Building Conpments GroupInc shop not be responsible for my devlhtlon fr S Al E C'1F
AN irWCOMPANY this daft, any FAR— to build the truss 1, conformance with ANSVTPI 1, or for handling, ahlpping, ,.�
installation L brocing of trusses,
A scat An thls diow4q or cover pope ILstk,g this dnsNg, Indicates acceptance of professional
mgY,eerMp re sdNy far the design t— The sultn y 4M use AP this dra.Uig
13389 Laheltont Odve for wry sin,c tlw raspons6LltY of the "ding Designer Per ANSVm 1 See2
Earth City, M063045 For more Infornntlm see this Job's general notes pope And these web sItes�� t- �vaati
ALP90 --lolnelt..conr TPD w.w.toln.t.—, SBM ..w.sbcius ndtrv.orai ICO rwwJccsafemm Ni4,,. M 0
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00,
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0', min)
nails at 8" o.c. plus clusters of four nails where shown in figure below 00.
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections,
3L ,
(
� A. AA AAA VTaAI 1,
12
2 T❑ 12�
(10
VARNMM- READ AND f13LDv ALL W= UN THU DRA MG .�- —i ---- •• 1 r, - •. ' REF 2X4 SCAB O.H.
..DMTANT FIIRRusa TNIS DRAVING To ALL CMMCTMS ntc1.1111M THE INSTALL01 `�J /� TOTAL TOP CHORD
Trusses require extreme care In fabrlmtlhg, handWq, shlppino, Instufto and broth@ Refer to and tom. \GF—A `�� LOAD NOT T❑ DATE 10/01/14
follow the latest etlttwn of BCSI G9ulW.o Component Snfety Info—tgtion, by TPI and SBCN for safety �Al` ` \ EXCEED 40 PSF
proctfces prior to perforning these functbns Instaucrs shnu provWe tenparary b,.d7 par RCSL
ess no oth.—T.% top chard shalt have property attached st—tu..t ahea and battan chard NO (DEAD PLUS LIVE) DRWG OHSCB2X41014
shot{ have a properly attached NDid ceNNnnpp,, Locntbns thorn for pernonent lateral restraint of webs
.hall hove hraclrq Installed per above
cectfeon the
j or Bly, lls a dlC no Apply plot"rwlse. to each face
of truss and posltmn ac shorn above aml on the JoYtL Detals, u ecs noted otherwise.
Refer to drawinos 16OA-Z for standard plate positiay. A.r� OF
Alpine, a dIvWon of ITV BulaI Components Group Ina shall not be responsible for any deviation from S Q. _
AN ITWCOMPANY tints droenp any FaEure to bWd the truss In confornonce with ANSI/TPI 1, or for handling, . ppPp, .Q
bistallatbn 6 hracino of trusses. t n
A seal on thl. drawing or cover paoe Usting lints dra.lnp, trxDcates nccrotonae of professlanl �® �4 W [ ,� ���
re y solely fo— the design whe— Tin. s,ttabElty and use of thm dra.ino � �*. �. DUR. FAC. 1,15/1,25
far anY s tlw respensbllKy of the "&* Deslgner per 44SL/M 1 Sec. �i f
73380 Lakefiont Drive . `"t \
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