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HomeMy WebLinkAboutTRUSSSCANNED
J U
RANEY COMPONENTS
71e 19900 Independence Blvd.
Groveland, FI 34736
ompOtlentS, ttt one: (352)429-9429 • (352)429-0304 ' Fax: (352)429-7429
Job Information. Address:
rstomerName: Creekside Lot 28
R Horton 8617 Cobblestone Dr
?scription:
city, State, Z/p;
=AB Aria "D" LL OL Fort Pierce, FL
Cover Sheet
Order #
JOB # 36CS00028
Printed: Fri, May 11 2018
FOR Name and License Number:
li o/Loads:
C Live: Tic Dead:
BC Live:
BC Dead:
Floor Loads:
TC Live: TC Dead: BC Live:
BC Dead:
20
7
0
10
0
0
0
0
Code:
W1nd Sld:
Wind Speed.,
Bldg. Useage: Building Type: Wind Type:
Jidg.
BC 2017 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C W/M
P "ges
or sheets covered by this seal from: 1 thru
35 Total 35
# DESCRIPTION SEQNO #
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
1 Al 2
AIA
3
A2
4
A3
5 A4 6
A5
7
A6
8
A6D
9 A7 10
A71)
11
ABD
12
A81-
13 D1 14
D1GB
15
E1GE
16
L01
17 L02 18
V1
19
V2
20
MV1
21 MV2 22
EJ7D
23
EJ7
24
EJ7A
25 WED 26
BJ5
27
BJ58
28
BJ3D
29 BJ3 30
EJ31-
31
BJ1
32
BJ1L
33 CJ7 34
0J7A
35
CJ3L
Digitally signed by Manuel Martinez
Manuel DN:c=US,o=ldenTrus,
ACES
Business Representative, ou=M AND
�E ASSOCIATES P.A., cn=Manuel
M a r 42:1 i 0.100.1.1=A01096
7 90000A517
,,nst3t.t2£lJ.. ]xty�y9•it -04'00'
No 047182
IV, "STATE
Page 1of1 71'00000100000 06e5cd1Ca991cM36
r
Job Number: 36CS00028 Ply: 1 SEQN: 668182 / T8 / COMN
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 7 FROM: AH DRW.
Truss Label: Al I _ �'Wgt 224.0 Ibs .. / ... 05/11/2018
6'4"9 17'10"B 14'4"8 + 19'1 + 24'3"8 30'9"7 143.7 38'8"
6'4"9 r 1'6""t 6'5'15 4'11"8 4'11"8 6'5"15 1'6" 6'4"9
Fmsxs
116(4 ;a4X6 =3X4 a3X8 =3X4 4X6 III XM
I
I
V
N
O
B(A2)
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
P' l 62"13 5'9"3 2'1"+ 6, 5'3" 21 5'9"3 6'2"13
+ + + + T +1�
6'2"13 12, 14'1" 19'4" 24'7" 26'8" 32'53 38'8"
I
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
B' 1606 / 692 / 936 / - 1433 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf, NA Ce: NA
VERT(LL): 0.176 N 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.454 N 999 180
J 1606 / 692 / 936 / - /- 18.6
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0:074 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.132 L - -
B Min Brg Width Req = 1.9
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
J Min Big Width Req = 1.9
Soffit: 2.00
TCDL: 4.2 psf
BCDL:5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.645
Bearings B & J are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.5B4
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.573
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: 17.02.02.1208.15
A - B 27 0 F - G 1089 ' -1841
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
in
7f 00 OO 0100 00 614b 6Q 5c of ea 9g le 1[0 36
B - C
1449 -2955
G - H
1211 -2320
C - D
1183 -2359
H - 1
1184 -2359
D - E
1210 -2320
I - J
1449 ; -2956
E- F
1089 -1841
J- K
27 0
i
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. ;Comp.
B - R
2583 -1155
O - N
I'
2009 - 786
R - Q
2580 -1155
N - M
256,1 -1159
Q- P
2580 -1155
M- L
2581. -1159
P - O
2008 - 763
L - J
2584 -1159
I'
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
R - C
278 - 5
O - G
486 - 756
C - P
419 - 604
G - N
460 -164
P - E
460 -164
N - I
419 - 604
E - O
486 - 755
I - L
278' - 6
F - O
1372 - 763
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey
attacheA rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. i2efer to
drawings 16DA-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 11uSses.A seal on this drawing or cover page,
listing this drawingg indicates acceptance of professions engmeertng 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.
P. m...a info fin snn this inhle novaral Dates nano and those w h sites• At PIMP• unmv alnineihv mm, TPI, w tninst nm• SRCA, aemvshdndustiv_c - IM w it fe.nm
f
Job Number: 36CS00028 Ply: 1 SEQN: 6681841 T19 / COMN
4E IAIB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 2 FROM: AH DRW:
Tnf l s Label: A1A Wgt 260.4 Ibs .. / ... 05111/2018
Des I
NCB
Soffit
Load
Spac
Luml
Top(
Bot c
(a) G
meml
web
attacl
@ 6"
Wind
19'4"
64"9 T10" 14'4°8 iT10"4 121'1" 26'38 30'10° 38'8"
6'4"9 1'5 6'6"8 3'5"12 1'9"1 5'1°12 4'6"8 1'S" 6'4"B
Gm5xr
®2X4 64X6 -5x10 m2X4 m2X4 ®BX16 M&4
SEAT PLATE REQ.
SEAT PLATE REQ.
388°
F1' 6'2°13 5'9°3 22°12 3'9°4 3' 5'8° 5'9°4 6'2'12 1�
6'2"13 12' 14'2"1 1B' 21' 26'8" 32'S"4 38'8°
Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
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
B 1523 / 691 1935 / - / 433 / 8.0
7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.185 H 999 240
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.508 H 999 180
L 1523 1691 / 935 /- /- 18.0
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.092 N - -
Wind reactions based on MWFRS
37.00
EXP: C
HORZ("fL): 0.172 N - -
B Min Big Width Req = 1.8
Code / Misc Criteria
10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
L Min Brg Width Req = 1.8
2.n:
TCDL: 4.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.596
Bearings B & L are a rigid surface.
ation: 1.25
5.0 psf
MWFBCDRS
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.596
Bearings B & L require a seat plate.
24 0 "
C&C Dist a: 3 87 ft
Rep Factors Used: Yes
Max Web CSI: 0.821
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15
2x4 SP #1
2x4 SP #1
SP #3
iuous lateral restraint equally spaced on
Or 1x4 7" reinforcement. 80% length of
ibex. Same species & SRB grade or better,
with 8d Box or Gun (0.113"x2.5",min.)nails
design based on both MWFRS and C&C.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
G- H
1435 - 2347
B - C
1445 - 2779
H - I
1328 - 2398
C - D
1177 -2167
1- J
1269 -2251
D - E
1205 - 2130
J - K
1251 - 2288
E - F
1348 - 2343
K - L
1428 - 2747
F- G
1362 - 2250
L- M
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - V 2427 -1151 R - P 1844 - 645
V-U 2424 -1151 Q-O 16 -6
U - T 2424 -1151 O - N 2389 -1136
T- S 11 - 5 N- L 2392 -1135
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
V - C
282 -6
G - P
1002
-663
C-T
419 -618
P-Q
B5
-1
T - E
295 - 729
P - H
255
-170
T-R
2156 -888
P-1
318
-211
E - R
282 -13
P - O
2130
- 932
F - R
110 -13
1-0
204
-456
R - S
22 -1
O - K
322
- 463
R - G
924 - 594
K - N
229
- 9
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses eqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Comport n[ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to
drawing 'I160A-Z for standard plate positions.
Alpine, al division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use l of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
�t
.,
Job
Numbr:
4EAB Aria" D 36 L OL DR Horton 14EAB Aria "D" LL OL I WQt 224.0 Ibs ISFROM:AH
180 / T7 /SPEC I DRW:/ 05/1112g1 B I
Truss Label: A2
r' 6'4"9 + 1'6" 6 5415 + 4'"8 'E' 5 3-8 r 6 59 5 F T6"� 6'4 9
F
1634 ®4X6 -3X4 a3X8 a3X4 4X6 m2X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'6"
I�
6''2 +3 I'2r 196" 2'13 1'' 63247" 82.13 12' 43 2
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1,25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.87 It
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
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. 1 13"x2.5",min.)nails
@ 6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
PF NA Ce: NA
VERT(LL): 0.176 N 999 240
B 1606 / 684 / 934 1- / 427
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.454 N 999 180
J 1606 / 684 / 934 /- /-
18.6
Snow Duration: NA
HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.132 L
B Min Brg Width Req = 1.9
Code / Misc Criteria
Creep Factor. 2.0
J Min Brg Width Req = 1.9
Bldg Code:.FBC 2017 RES
Max TC CSI: 0.645
Bearings B & J are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.564
Bearings B & J require a seat plate.
I
Rep Factors Used: Yes
Max Web CSI: 0.577
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ips)
Chords Tens.Comp. Chords Tenyy. lComp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G
1066 -1841
B - C 1429 - 2955 G - H
1191 J - 2320
C - D 1163 -2359 H - 1
1164 -2359
D - E 1190 - 2320 1- J
1430' - 2956
E-F 1068 -1841 J-K
271 0
SERIAL # ,
7f 00 00 0100 00 01 4b 6e Sc d1 ca 9910 f0 36
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords TenS.I Comp.
B - R
2583 -1137
O - N
2
- 772
R - Q
2580 -1137
N - M
2581
-1144
Q - P
2580 -1137
M - L
2581
-1144
P - O
2008 - 744
L - J
2584 -1144
Maximum Web Forces
I
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Teds. Comp.
R - C
278 -5
O - G
492 -755
C - P
419 - 604
G - N
480 -164
P - E
460 -164
N - 1
420 -604
E - O
492 - 754
I - L
278 -6
O - F
1370 - 768
inqq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
31rfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
is acceptance of professlona engineering responsibility solely for the design shown. The suitability
fr any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
'Numb
4EAB Aria' D 36 L OL DR Horton /4EAB Aria "D" LL OL I City: 2 Wgt 236.6 Ibs I FROM: AH 178 / T6 /HIPS I DRW_/ 05/11/2018 I
Tru s Label: A3
1 a4X6
33 c
r 6'T + 30'9 7'4"9 12'48 1778 2° 2473664 488i32'37F 38"
c
05X6 a6X6
F G
02X4 ®3X4 ®3X6 ®3X8 a3X4 a3X6 m3X4 IM4
SEAT PLATE REQ.
38'8"
Loading Criteria (pst)
TCL 20.00
TC1 �: 7.00
BCL a: 0.00
BCD : 10.00
Des 11d: 37.00
NCBCLL: 10.00
Soffi 2.00
Loa �Duration:1.25
Soadina: 24.0 "
SEAT PLATE REQ.
510°3 1'11" I r 4'6"4 ir_ 53'10"3 6328'813 1
248�22"'1133 1'2'1"3t1_2 21
T- 1�7'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.87 it
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
But c ord 2x4 SP #1
Web 2x4 SP #3
Brac ng
(a) C' ntinuous lateral restraint equally spaced on
mem er. Or 1x4 "T" reinforcement. 80% length of
web ember. Same species & SRB grade or better,
attacf'ed with 8d Box or Gun (0. 1 13"x2.5",min.)nails
@ 6" b..
sed check for 20 psf additional bottom
load in areas with 42"-high x 24"-wide
design based on both MWFRS and C&C.
Snow Criteria (Pg,Pt in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate'Type(s):
WAVE
Defi/CSI Criteria
PP Deflection in loc L/defi L/#
VERT(LL): 0.157 P 999 240
VERT(TL): 0.418 P 999 180
HORZ(LL): 0.067 M - -
HORZ(TL): 0.123 M
Creep Factor. 2.0
Max TC CSI: 0.372
Max BC CSI: 0.454
Max Web CSI: 0.690
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.16
o o 047182
tr
STATE OF
4
SERIAL #€
7f 00 00 0100 00 014b 6e 5o d7 ca 991n f0 36
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1562 / 695 1940 / - / 385 18.0
K 1566 1695 1940 / - / - 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
K Min Big Width Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
27 0
G-H
1218 -1969
B - C
1499 - 2833
H - 1
1345 - 2347
C - D
1326 - 2377
1 - J
1326 - 2386
D - E
1344 - 2338
J -K
1500 - 2842
E-F
1213 -1951
K-L
27 0
F - G
1153 -1697
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - T
2468 -1194
P - O
2055 - 953
T - S
2466 -1194
O - N
2055 - 953
S - R
2047 - 924
N - M
2474 -1221
R - Q
2047 - 924
M - K
2476 -1221
Q - P
1702 - 702
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
T-C
230 -6
G-P
619
-331
C - S
322 -465
P - H
416
- 584
S - E
389 -159
H - N
388
-160
E - Q
415 - 585
N - J
322
- 464
' F - Q
596 - 343
J - M
230
- 8
Q - G
227 - 221
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI ano'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10,
AppTV plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to
Of
ITW Buildinq Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
rice ANSIrrPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
ing indicates acceptance of professronaT engineering responsibility solely for the design shown. The suitability
yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 36CS00028
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL
Truss Label: A4
Ply. 1 SEQN: 668176 / T5 / HIPS
Qty: 2 FROM: AH DRW:
Wgt:253.4lbs / ..
r 6-4"9 1'6""„P 4 5 14 + 27"9 + 4-4"" + 4'4e" + 269"5 r 4'4"2 + 1'6", 6'4 9 �I
112X4 m5X6
102X4 !e X4 m3X613X4 m3X8 m3X463X693X4 11120
I
05/11/2018
I
i
I
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
�1+ 6213 + 5'10"2 + I'll "; 4'4„ 4'4" 1' 58"6 6'2"13 1 J
6.2"13 12'0"15 14' 1, 19W 23'8" 24' " 2,0„1 32'5"3 38'8" -1
H 2' 6'8"13
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL i W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 B 1523 / 697 / 938 ! - / 345 18.01
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 / 697 1938 / - /- 18.6
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.118 N - - B Min Brg Width Req = 1.8
NCBCLL: 10.00 Mean Height: 15.00 ft p L Min Br Width Re 1.8
Code / Misc Criteria Creep Factor: 2.0 9 q = �
TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.381 Bearings B & L are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bearings B & L require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.439
Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.470 1
Loc. from endwall: not in 4.50 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.
i
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1272 -1856
Lumber B - C 1525 -2751 H -1 1331 -2009
Top chord 2x4 SP #1 C - D 1358 -2288 I - J 1382; -2257
T
Tot chord 2x4 SP #1 D - E 1377 - 2249 J - K 1364 - 2296
Webs 2x4 #3 E - F 1336 -2009 K - L 152,4 I -2749
F- G 1272 -1856 L- M 27 0
Wind
Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tensl. I Comp.
B - V 2395 -1227 R - Q 175,41 - 818
V - U 2393 -1227 Q - P 1974; - 985
U - T 1965 - 949 P - O 1974 - 985
T - S 1-9 O - N 2391 -1255
S - R 1754 754 - 78789 N - L 2393 -1255
Maximum Web Forces Per Ply (Ibs)
#% Webs Tens.Comp. Webs Tens. Comp_
" a V-C, 235 -6 R-H 262 -170
o 047182 C - U 327 -475 H - Q 537, - 362
� e ''.Z U - E 355 -161 Q - I 397 - 522
E - S 404 - 529 1-0 352 -161
F - S 545 -372 O - K 321 -465
F- R 2-K- N 232 9
STATE OFJ . '* G - R 223 23 -257
257
s
m
0�4*000
SER AL
7f 00 00 0100 00 014b 60 5b d'1 ca S91 o ro 36
**WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
ComponenC Safety Information by TPI ang�SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly
all chetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this d►awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
T f
Jos Number: 36CS00028
4 B Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL
Truss Label: A5
si
6'4"9 13'
6'4"9 6'77
I
Ply: 1 I SEQN: 668174 / T4 / HIPS
City: 2 FROM: AH DRW:
Wgt 212.8 Ibs / ...
194" 258" 327 38'8"
6'4" - 6'4" 677 64"9
o5X8 1112X4 -5X8
D E F
6X4 2a iX4a3X6 mR8 !�3X6-3X4 1112X4
05/11/2018
SEAT PLATE REQ.
1' 6'2"13 6'9"3
f' 6'2"13 13,
38'8"
1' 5'4" 5'4" 1'
14 19'4" 24'8° 25' "
SEAT PLATE REQ.
69"3 6'2"13 1'
32'5"3 38'8"
Loa
ing Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL
± 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCD
s 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.182 E 999 240
B 1616 1699 / 931 /- / 304
/ 8.0
BCL
!• 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.467 E 999 180
H 1616 / 699 1931 1- /-
/ 8.0
BCD
! 10.Op
Risk Category: it
Snow Duration: NA HORZ(LL): 0.074 J - -
Wind reactions based on MWFRS
Des 4d:
37.00
EXP: C
HORZ(TL): 0.131 J - -
B Min Brg Width Req = 1.9
NCB6LL:
10.00
Mean Height: 15.00 it
Code / Misc Criteria Creep Factor. 2.0
H Min Brg Width Req = 1.9
Soffit.
2.00
TCDL: 4.psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.443
Bearings B & H are a rigid surface.
Load,
Zuration: 125
MWFRS Parallel Dist: D to h!2
TPI Std: 2014 Max BC CSI: 0.576
Bearings B & H require a seat plate.
Spaci'1g:
24.0 "
C&C Dist a: 3.87 it
Rep Factors Used: Yes Max Web CSI: 0.555
Loc. from endwall: not in 4.50 it
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.
er
Wind Duration: 1.60
)
WAVE VIEW Ver: 17-02.02.1208.15
A - B 27 0 E - F
B - C 1572 -2952 F - G
1430 -2366
1372 -2452
Lum
j
C- D 1373 -2451 G- H
1572 -2953
Top c
Bot c
ord 2x4 SP 91
ord 2x4 SP #1
D - E 1430 -2366 H - I
27 0
Webs
2x4 SP #3
'
jg
Maximum Bot Chord Forces Per Ply (Ibs)
Load!
Chords Tens.Comp. Chords
Tens. Comp.
Truss
assed check for
20 psf additional bottom
chord
eve load in areas
with 42"-high x 24"-wide
B - P 2576 -1273 M - L
2118 - 961
clears
ice.
P - O 2573 -1273 L - K
2118 -961
I
O - N 2118 -931 K - J
2574 -1303
Wind
,
N-M 2118 -931 J-H
2577 -1302
Memb
r design based on both MWFRS and C&C.
'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
*
!
P - C 247 -4 M - F
C O 379 505 K G
355 -215
378 505
�qV y4'
"e
- - -
D - O 437 -171 F - K
-
437 -171
`
% ip
o 047182
D-M 356 -215 G-J
E - M 272 -344
247 -6
0
STATE OF
ilk
4
" Rl,*"a
SERtAL *
7t00000100 00014b6eSod1 ca91cf036
*`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses Lquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componpnf Safety Information, bV TPI an c� SBCA) toy sa�ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI., Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
attachec�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t
as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise- (2efer to
drawings I160A-Z for standard plate positions.
Alpine, a ,division of ITW Buildin —QComponents 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 tgis drawing, indicates acceptance of professions engineer!ng responsibility solely for the design shown. The suitability
and us jj of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
For more in onnation see this ioVs general notes Dace and these web sites: ALPINE: www.aloineitw.mm: TPI: www.tninst.om: SBCA www_sbcindustrv_mm, ICC, www_imsafe om
r
Job Number: 36CS00028 Ply: 1 SEQN: 668170 / T3 / HIPS i
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW.
Truss Label: A6 Wgt: 212.8 Ibs / ... 05/11/2018
6'4 16'6"1 19'4" 22'0"1 27'8" 32'3"7 38'8"
6'4"9 4'77 5'6"1 2'9"15 2'8"1 5'7"15 4'77 6'49
=6X6 Ip2X4 m3X6 =3X4 =6X6
D E F G H
M
r0
6(A2)
If: X4 =3X4 EaA6 =3X8 =3X4 a3X6 =3X4 1I X4
SEAT PLATE REQ. SEAT PLATE REQ.
36'8" I i
1' +4'9"3 +3+2+ "7I 3' 34I 6213
38825363 11' 4666 23 244 78" 1'
I
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP 41
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.87 ft
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W 1
Pf: NA Ce: NA
VERT(LL): 0.177 E 999 240
B 1523 1701 / 918 / - 1263 18.0
Lu: NA Cs: NA
VERT(TL): 0.485 E 999 180
J 1523 / 701 / 918 / - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.066 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.124 L - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 2.0
J Min Brg Width Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.357
Bearings B & J are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.453
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.415
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G
1605 -2478
B - C 1593 -2734 G - H
1598 -2467
C - D 1470 - 2360 H - I
1470 - 2360
D - E 1605 -2478 1-1
1592 -2734
E- F 1605 -2478 J- K
27 0
I
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Camp.
B - S 23T/ -1286 O - N
2057 -1068
S - R 2375 -1287 N - M
2057 -1068
R - Q 2057 -1038 M - L
2375 -1316
Q - P 2057 -1038 L - J
2377 -1316
P - O 2483 -1295
SERIAL *
V Odd 00 0100 00 01 4b 6e 5c d1 ca $910 f0 S6
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens; Comp.
S-C
202 -8
G-O
263
-311
C - R
301 - 386
O - H
589
- 366
D-R
364 -178
H-M
361
-176
D - P
598 - 374
M -1
300
- 385
E - P
259 - 307
I - L
203
-10
P-G
109 -107
*`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
F Safety Information, bV TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
iid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310,
e. AvpTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. . Defer to
a division of
failure to build the
g or cover page
in. The suitability
Des
Top
Bot
(a) Ci
meml
web
attacf
@ 6"
Wind
umber: 36CS00028 Ply: 1 I SEQN: 668186 / T20 / SPEC
Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW:
Label: A6D Wgt:217.0lbs .. / ... 05111/2018
6'4"8 7'10" 13'10" 16'8" 22'2" 27'8" 323"8 38'8"
8'4"8 1'6" 5'11"7 2'10" 5'6" 5'6" 4-7"8 6*4"8
=4X6
102X4 =3X6=4X10 6X4 =3X8 =3X6=3X4 012X4
SEAT PLATE REQ.
38'8"
N
X(A2)1
SEAT PLATE REQ.
1' 8'2"12 5'9"4 1110" 5'4"4 4'6" 1' 4'9"4 6'2"12 1'
r + 6'2"12 12' + 13'10iL 2�11 12� 22'2" 26'8" 27' " 32'5"4 38'8"
16 21
Criteria (psf)
Wind Criteria
20.00
Wind Std: ASCE 7-10
7.00
Speed: 160 mph
0.00
Enclosure: Closed
10.00
Risk Category: II
EXP: C
37.00
Mean Height: 15.00 fit'
10.00
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
24.0 "
C&C Dist a: 3.87 It
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
2x4 SP #1
2x4 SP #1
SP #3
wous lateral restraint equally spaced on
Or 1x4 "T" reinforcement. 80%'length of
fiber. Same species & SRB grade or better,
With 6d Box or Gun (0.113"x2.5",min.)nails
design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
DefI1CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Loc Udefi L/#
Pf: NA Ce: NA
VERT(LL): 0.192 P 999 240
Lu: NA Cs: NA
VERT(TL): 0.528 P 999 180
Snow Duration: NA
HORZ(LL): 0.068 L - -
HORZ(TL): 0.128 L - -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.540
TPI Std: 2014
Max BC CSI: 0.557
Rep Factors Used: Yes
Max Web CSI: 0.960
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
%.v Ks I .. '� `
4A,
No +712
as '
a
' STATE OF
tit
SERIAL*
7f 00 00 0100 00 014b 6a 5o d1 cat 991c ff) 36
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 1523 / 695 / 921 / - / 321 18.0
J 1523 /698 /916 /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
J Min Brg Width Req = 1.8
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B
27 0
F- G
1645 - 2484
B - C
1635 - 2773
G - H
1645 - 2484
C - D
1381 - 2189
H - I
1494 - 2359
D - E
1406 - 2150
I - J
1617 - 2735
E-F
1440 -2101
J-K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S
2420 -1302
O - N
2055 -1089
S - R
2417 -1302
N - M
2055 -1089
R - Q
2417 -1302
M - L
2376 -1338
Q - P
2462 -1308
L - J
2378 -1338
P - O
2463 -1308
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S - C
273 -4
G - O
277
-335
C - Q
412 - 590
O - H
608
- 398
E - Q
1523 - 979
H - M
363
-178
Q - F
913 -1293
M - 1
302
- 388
F-P
109 -2
I-L
203
-10
F - O
115 -113
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byY TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryv
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
,jid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
le. AppTv plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
of
ivi i,ortor n
acceptance
any structure
failure to build the
g or cover page, .
rn. The sui bllfty
T
1!
Job Number: 36CS00028 Ply:
EQN
I Truss Aria LabeIDA� OL DR Horton /4EA8 Aria "D" LL OL Wgt1201.6 Ibs I FROM: AH 168 ! T2 /HIPS I DRW:/ 05111/2018 I
T
a
=4X6(.
M3
6'4"8 } 9' F 15101 228"3
6'4"8 2'T'8 6'10"1 3'1"t5 3'8"3
—5X8 102X4 m3X6 m3X4
D E F G
29'8" J. 32'3"81 38'8"
6'1111"13 2'7"8
m 5X8
H
t,4i
B
-
S R Q P O N M L I`
1112X4 =3X4 =3X6 =3X10 =3X4 =3X6 =3X4 012X4
SEAT PLATE REQ. SEAT PLATE RE(
38'8"
1' 6'2"12 2'94 1 5' 1'10" 7'1"10 1'8"�{. 5' 2'9"4 6'2"12 1'
r + 6'2"12 + 9' T' 14' r15'10 1 22'11°11 + 24'B" 29'8" { 32'5"4 388"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.221 E 999 240
B 1523 1703 / 900 ! - / 222 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.607 E 999 180
J 1523 1703 1900 / - / -
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.070 L - -
Wind reactions based on MWFRS
Des Ld:EXP:
C
HORZ L 0.131 L
�)
B Min B Width Re 1.6
q
CL 10.00
NCBCLL: 00
Mean Height: 15.00 ft
9
Code / Misc Criteria
CreepFactor. 2.0
J Min Big Width Req = 1.8
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.519
Bearings B & J are a rigid surface.
9 9
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0:620
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 it
Rep Factors Used: Yes
Max Web CSI: 0.710
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):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G
1896 -3011
Lumber
B - C ' 1616 -2723 G - H
1884 -2992
C - D 1577 -2495 H - 1
1577 � -2494
To chord 2x4 SP #1
p
D - E 1696 -3011 I - J
1616 - 2723
Bot chord 2x4 SP #1
E - F 1896 -3011 J - K
27' 0
Webs 2x4 SP 93
1
Bracing
Maximum Bot Chord Forces Per Ply (16s)
(a) Continuous lateral restraint equally spaced on
Chords Tens.Comp. Chords
Tens. Comp.
member. Or 1x4 "T" reinforcement. 80% length of
B - S 2365 -1303 0-N
2207
-1182
web member. Same species & SRB grade or better,
S - R 2363 -1303 N - M
22Q7
-1182
attached with 8d Box or
Gun (0. 1 13"x2.5",min.)nails
@ 6" oc.
R - Q 2206 -1152 M - L
2363
-1332
Q - P 2206 -1152 L - J
2,A4
-1332
Wind
P-O 3017 -1633
Member design based on both MWFRS and C&C.�
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens.I
Comp.
S - C 140 -12 G - O
3�- 393
W
o 041182,
C - R 235 - 243 O - H
D- R 340 H- M
949 - 566
335
-190
-188
g
D - P 967 - 579 M - 1
233 - 242
a
E-P 316 -389 I-L
142 -14
P-G 97 -93
i
.
sIM� STATE OF
�
� r
SERIAL # .
7f 00 00 01MOO 014b 6e 66 d1 ca 9910 f0 36
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
in�L,Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
il/TPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_
!s acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
rr any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
neral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry.com; ]CC: wwmiccsafe
1
Joq Number: 36CS00028 Ply: 1 SEQN: 668188 / T10 / SPEC
4EAB Aria "D" LL OL /DR Horton 14EA8 Aria "D" LL OL Qty: 1 FROM: AH DRW:
Trus Label: A71) Wgt: 212.8 Ibs / ... 05/11/2018
Des
NCBi
Soffit
Load
Spac
Luml
Top(
Bot c
(a) Q
meml
web
attact
@ 6"
Wind
ae4X6
6'4"8 7'10" 13'10" 18'8" 242" 29T 32'3"8 38'8"
6-4"8 1.5" 6' 4'10" 5'6" 5'6" 2-7"8 8'4"8
E=5X6
12=6X10(SRS) 012X4 =-6X6
6 F G H
�5X8D
63X4C 1�3X4 T
(a) �
-Iv
Ate) B J Ez46(A2)
K1
S R Q P O N M L
1112X4 =3X6 =4X10 1112X4 =3X10 m3X8 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
1' { 6''2 �5{2I '68" 3' 2223'954 f 6382'82
2.12 124 T,3 01 18'9"12 61'
{
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI1CSi Criteria
♦ Maximum Reactions (Ibs)
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
B 1523 / 695 / 910 / - / 321 / 8.0
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.231 P 999 240
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.635 P 999 180
J 1523 1698 1904 / - / - 18.0
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
37.00
EXP: C
HORZ(TL): 0.136 L - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
J Min Brg Width Req = 1.8
2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.551
Bearings B & J are a rigid surface.
g g
at!on: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.630
Bearings B & J require a seat plate.
24.0 "
C&C Dist a: 3.87 It
Rep Factors Used: Yes
Max Web CSI: 0.861
Loc. from endwall: not in 4.50 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.
VIEW Ver: 17.02.02.1208.15
A - B 27 0 F - G 1891 -2900
Wind Duration: 1.60
WAVE
2x4 SP #1
2x4 SP #1
SP #3
nuous lateral restraint equally spaced on
Or 1x4 "T" reinforcement. 80% length of
fiber. Same species & SRB grade or better,
with 8d Box or Gun (0.113"x2.5",min.)nails
design based on both MWFRS and C&C. "' --fit
%04
B - C 1650 - 2772 G - H 1891 - 2900
C - D 1397 - 2190 H - I 1607 - 2487
D - E 1423 - 2153 I - J 1649 - 2725
E-F 1451 -2141 J -K 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B - S
2419 -1302
O - N
2190 -12D1
S-R
2416 -1302
N-M
2190 -1201
R - Q
2416 -1302
M - L
2366 -1363
Q - P
3064 -1720
L - J
2368 -1363
P - O
3067 -1720
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S-C
272 -4.
G-O
270
-331
C - Q
409 - 588
O - H
921
- 587
E - Q
1498 - 932
H - M
314
- 202
Q - F
. 1125 -1633
M - 1
251
-274
F-P
172 -2
I-L
158
-14
F-O
166 -217
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses,r,eguire extreme care in fabricating, handfin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componensl Safety Information, by TPI and'SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary
bracing der BCSI. Unless noted olherwise,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 10,
as appli able. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to
drawing I160A-Z for standard plate positions.
Alpine, all division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in Conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and us , I of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more information see this'ob's general_notes page and these web sties: ALPINE: www.alpineaw.com: TPI: www.tpinstom: SBCA: www.sbcindustrv.com: ICC: www.Iccsafe.oro
Job Number: 36CS00028 Ply: SEQN:
Try B Labe1D A D OL DR Horton 14EAB Aria "D" LL OL I w9t 1200.2 Ibs I FROM: AH 164 / T27 / SPEC I DRW; 05l1112016
7'10" 13'10" 20'8" 26'0"4 31'8"
T10" 6' 8'10" 5'4"4 5712
D t15X6(R)
12
8 05X6 C Ea5X6 F ;G8
n
(a)
=3X6(A1) B
A
P O N M -4X4K L J
102X4 m3X6 =3X8
m3X6(• )
SEAT PLATE REQ.
20'8"
.68"
38'8"
7'
SEAT PLATE
12'4"
7'8"12 4'3"4 1'10" 7'1"8 54' 4'9"8 11, 2 1�
7'8"12 12' 13'10 20'11"8 28'3"12 2 ' "12 31'8"4 38'8"
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
Webs 2x4 SP 93
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.
Special Loads
---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at , -1.00 to 56 plf at 27.60
TC: From 28 plf at 27.60 to 2B plf at 31.67
TC: From 56 plf at 31.67 to 56 plf at 39.67
BC: From 4 pif at -1.00 to 4 pif at 0.00
BC: From 20 plf at 0.00 to 20 plf at 26.67
BC: From 10 plf at 26.67 to 10 plf at 31.64
BC: From 20 plf at 31.64 to 20 pif at 38.67
BC: From 4 plf at 38.67 to 4 plf at 39.67
TC: 174 Ib Conc. Load at 27.60
TC: 160 Ib Conc. Load at 29.60
TC: 191 lb Conc. Load at 31.64
BC: 128 lb Conc. Load at 27.60
BC: 124 Ib Conc. Load at 29.60
BC: 477 Ib Conc. Load at 31.64
Plating Notes
All plates are 3X4 except as noted.
(`•) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.027 P 999 240
Lu: NA Cs: NA
VERT(TL): 0.077 P 999 180
Snow Duration: NA
HORZ(LL): 0.015 J - -
HORZ(TL): 0.028 J - -
Code I Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
'Max TC CSI: 0.704
TPI Std: 2014
Max BC CSI: 0.520
Rep Factors Used: Yes
Max Web CSI: 0.573
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
Wind
Wind loads and reactions based on MWFRS
44 or No 8'a
4STATE Off
SERIAL
7f 00 00,0100'00 014b 6e 66 d1 6a 991r f0 36
♦ Maximum Reactions (Ibs), or'=PLF
Loc R / U / Rw / Rh I RL IV
B 798 /392 /- /- 1-
/8.0 1
M' 448 1212 / - I- I-
168,'()
H 808 / 398 /- / - 1-
/ 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
M Min Brg Width Req = -
H Min Brg Width Req = 1.5
Bearings B, M, & H are a rigid surface.
Bearings B & H require a seat plate.
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. ,Comp.
A-B 27 -20 E-F
301 -138
B-C 557 -1122 F-G
280! -100
C - D 297 - 576 G - H
555 : -1145
D- E 301 - 579 H- I
7 I -20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
B- P 929 -434 M- L
66 1 - 255
P - O 926 -436 L - K
972' -435
O - N 926 -436 K - J
97,2. -435
N - M 95 -229 J - H
943, -429
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
P-C 290 0 M-F
84 -140
C- N 271 -576 F- L
A -608
D- N 244 0 L- G
641 -1439
N - E 759 - 343 J - G
724 -159
E - M 513 -878
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vqire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
r BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le. AoDW plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of
fis g
drawin ,any failure to build the
on this dfawing or cover page
Le design shown. The suitability
any
ember: 36CS00028 Ply: 2 SEQN: 668166 / T31 / HIPS
Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 1 FROM: GM DRW.
Label: A8L Wgt:270.21bs .. / ... 05/11/2018
37'12 7' 11'4"4 15'5" 19'4" r 23'3' 27'3"12 31'8" �_ 35'0"4 38'8"
37"12 + 3'4"4 + 4'4"4 + 4'0"12 3'11" T 3'11" 1 4'0"112 T 4'4' 4 r 3'4"4
T
'1
m3X4 m4X4 =7X8 =3X8 m4X4 m3X4
J
SEAT PLATE REQ.
SEAT PLATE REQ.
J
38'8"
1'
7' 4'0"12
4'0"12 4'2"8
3'11" 4'4"4
4'D"12 7'
1'
r +
7' + 11'0"12
+ 15'1"8 + 19'4"
23'3° } 277"4
31'8" r 38'8"
Loa
ing Criteria (psg
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL
: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCD
�: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.247 G 999 240
B 3058 / 1391 / - ! - / -
/ 8.0
BCL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.686 G 986 180
L 3059 / 1392 / - / - / -
/ 8.0
BCD�ld.
: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.050 D - -
Wind reactions based on MWFRS
Des
37.00
EXP: CHORZ
L 0.095 D - -
Cr)
B Min B Width Re 1.5
q =
NCBLL:
0.00
Mean Height: 15.00 It
Code / Misc Criteria
Cree Factor: 2.0
P
L Min Brg Width Req = 1.5
Soffi
�
.1 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.227
Bearings B & L are a rigid surface.
Load
Duration: 1.25
BCDL: 5.0 sf
P
MWFRS Parallel Dist: 0 to h!2
TPI Std: 2014
Max BC CSI: 0.276
Bearings B & L require a seat plate.
Spac
g: 24.0 "
C&C Dist a: 3.87 It
Rep Factors Used: No
Max Web CSI' 0.273
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17-02.02.1208.15
A - B 13 -10 G - H
2O45 -4568
B - C 1413 -3094 H - I
1949 -4356
Lum
I'er
C - D 1366 -3050 I - J
1684 -3758
To P
Bot chord
chord 2x4 SP #1 :TC2
,
2x6 SP M-26
2x6 SP #1:
D - E 1683 - 3757 J - K
1366 - 3051
WebJ2x4
SP #3 :W3 2x4 SP #1:
E-F 1949-4355 K-L
1414 -3-10
I I
F- G 2045 - 4568 L- M
13 10
Nail S6hedule:0.128"x3", min. nails
Top hord: 1 Row @12.00" o.c.
Bot C ord: 1 Row @12.00" o.c.
We l : 1 Row @ 4" o.c.
Use a ual spacing between rows and stagger nails
in eac row to avoid splitting.
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind I ads and reactions based on MWFRS.
u �
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - T 2742 -1246 Q - P 4390 -1971
T - S 2729 -1216 P - O 3822 -1719
S - R 3822 -1719 O - N 2730 -1217
R - Q 4389 -1971 N - L 2743 -1247
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-T
34 -15
Q-H
236
-98
D - T
300 - 67
H - P
253
- 395
D - S
1343 -609
P -1
717
-309
S - E
428 - 764
1-0
428
- 764
E - R
718 - 309
O - J
1343
- 609
R - F
254 - 395
J - N
300
- 68
F - Q
236 - 98
N - K
34
-15
G-Q
179 -223
SERIAL *
7t 00 00 0100 00.014b 6e 5o d1 ca S91c 110 36
—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
Compo en[ Safety Information, by TPI anr7'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly
attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq tnsfalled per BCSI sections B3, 67 or 61D,
as appli' ble. Apply plates to each face of truss and position as shown above and on the Join Details, uless noted otherwise. (2efer to
drawing 160A-Z for standard plate positions.
Alpine,,division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in nformance with ANSI fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing t is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and usP of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this ioUs aeneral notes Dane and these web sites: ALPINE: www.alDineilw.00m: TPI: www.tninst.ora: SBCA: www.sbdndustrv.com: [CC: www.iccsafe.om
Job Number: 36CS00028 Ply: 1 SEQN: 668191 / T161 COMN
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL City: 3 FROM: AH DRW:
Truss Label: D1 Wgt: 137.2 Ibs / ... 05/1112018
6'4`7 T109 13'10' 21'3"9 26'4°
6'41 1'6"2+ &1V7 )' T5°9 + 5'0'7
E m4X6(R)
I
12
6 F,;- g3X4p
� 03X4 C
€o
F03X4 1O
n
(a)
G ®3X4(R)
®3X4(At)B
A
4
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
21' 5'4"
i
1' 6'2°11 5'9"5 1'10" T9"1 4'8"15
s'z°11 12' �' 13'10- 217"1 �' 2s'4°
Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Def 1CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / WI
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.047 L 999 240 B 933 1429 / 578 / - / 274 18.101
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.129 L 999 180 M 640 1273 / 388 10 / 0 / 8.0
Risk Category: II
BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.016 H - - N 480 / 227 / 245 / - / -
EXP: C
Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.031 H - - Wind reactions based on MWFRS
NCBCLL: 10.DD g Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 i
TCDL: 4.2 psf M Min Br Width Re 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.481 g q = N Min Brg Width Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.455
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.346 Bearings B, M, & N are i rigid surface.
P 9: Bearings B, M, & N require a seat plate.
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_
Lumber
Top chord 2x4 SP #1 A- B 27 0 D - E 563; -853
Bop chord 2x4 SP #1 B - C 790 -1512 E - F 57.2 - 893
Webs 2x4SP#3 C-D 538 -893 F-G 361-5t# .
Bracing Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. I Comp.
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better, B - L 1296 - 660 J - I 1051 552
attached with 8d Box or Gun (0.113"x2.5",min.)nails L - K 1293 -66Q 1- H jl� -34
@ 6" oc. K - J 1293 - 660
Wind Maximum Web Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.` Webs Tens.Comp. Webs Tens Comp.
.:
L-C 285 -8 F-1 362 -585
O
V o C - J 425 - 626 1- G 450 230
K
" °cs E - J 376 -153 G - H 292 -404
J - F 386 -182
..No. 047.182
e.Igo
STATE Q
4agW .
SERIAL *
V0000.010000014bSe5c�dfca99 is11036
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to
60A-Z for standard plate positions.
of
lis drawin any failure to build the
on this drawing or cover page
ie design shown. The suitability
any
Jol II'Number: 36CS00028 Ply: 1 SEQN: 668194 / T17 / GABL
4EAII B Aria "D" ILL OL /DR Horton AEAB Aria "D" LL OL Qty: 1 FROM: AH DRW:
Trufiis Label: D1GB Wgt: 240.8 Ibs Page 1 of 2 .. / ... 05/11/2018
I� 6'4"8 13'10" 21'3'9 _, 26W
CI r 6'4"8 T5'8 }' IT 607
Des
Load
criteria (psf)
20.00
7.00
0.00
10.00
37.00
: 10.00
2.00
ation: 1.25
24.0 "
N_
m
3X4(R)
SEAT PLATE REQ.
26'4' -
1' _, 6'2"12 _, 77"4 _, T9"1 i_ 4'6'15 J
6'2"12 1340" 217'1 26'4'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot c ord 2x4 SP #1
Webs 2x4 SP #3 :W2 2x4 SP #1:
(a) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box o ;Gun (0.128"x3",min.)nails @ 6" oc.
Platinl Notes
All pla es are 2X4 except as noted.
Wind f
Memb I design based on both MWFRS and C&C.
Additi'� nal Notes
See D GS A16015ENC101014 & GBLLETIN1014 for
gable rid bracing and other requirements.
Snow Criteria (Pg,Pf in PsF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or *=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.044 U
999 240
B* 86 / 40 / 45 1- / 13
Lu: NA Cs: NA
VERT(TL): 0.056 U
999 180
BF 218 180 / 139 /- / -
Snow Duration: NA
HORZ(LL): 0.023 U
- -
Wind reactions based on MWFRS
HORZ(TL): 0.025 U
- -
B Min Brg Width Req = -
Code / Misc Criteria
Creep Factor: 2.0
BF Min Big Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.232
Bearings B & BF are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.162
Bearing BF requires a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.586
1256
18.0
FT/RT;20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Camp.
WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 L - M 251 0
e
SERIAL *
7f 00 00.01. 00 00 01 4b 6e So d1 ca 991c f0 36
B-C
25
-68
M-N
241
0
C-D
68
-18
N-O
222
0
D-E
111
-13
O-P
162
-25
E-F
152
-8
P-Q
114
-45
F-G
71
-79
Q-R
93
-67
G-H
79
-78
R-S
92
-76
H-1
76
-45
S-T
�135
-75
1-1
124
-24
T - U
127
-98
J-K
173
-4
U-V
69
-137
K - L
232
0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B -AK
163
-50
AD -AC
177
-54
AK-AJ
171
-52
AC -AB
93
-21
AJ-AI
174
-53
AB -AA
93
-21
AI-AH
176
-54
AA-Z
93
-21
AH-AG
177
-54
Z-Y
93
-21
AG-AF
177
-54
Y-X
185
-43
AF-AE
177
-54
X-W
25
-34
AE-AD
177
-54
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
AH- F
26
-61
AW-AX
273
-152
F-AL
207
-76
AY -AZ
270
-151
AM -AN
214
-78
BA -BB
263
-148
AO -AP
215
-79
BC-S
269
-150
AQ-AR
221
-81
S-X
178
-85
AS -AT
208
-77
X-BD
114
-30
AT -AC
236
-85
BD -BE
113
-29
M -AC
0
-120
BE- V
96
-26
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing Ayer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
attached'rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610,
as appliccaable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to
drawingdl160A-Z for standard plate positions.
Alpine, 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 t is drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability
and us41 of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
c
J
Job Number: 36CS00028
Ply: 1
SEQN: 6681941 T17 / GABL
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL
Qty: 1
FROM: AH
DRW:
Truss Label: D1GB
Wgt: 240.8 Ibs
Page 2 of 2
/ ...
05/11120118
AC -AU 281 -156
V - W
243, , -174
AU -AV 266 -148
Maximum Gable Forces Per Ply
(Ibs)
Gables Tens.Comp.
Gables
Tens- IGomp.
C -AK 164 -95
D -AJ 95 -68
AU- N
AV -AB
711
251
-40
111
E -AI 85 -68
AW- O
212
88
H -AL 98 -77
AX-AA
105
-66
AG -AM 93 -75
AY- P
114
-72
1 -AN 100 -72
AZ- Z
97
I -62
AF-AO 101 -72
BA-Q
107
-72
J -AP 114 -71
BB- Y
41
-49
AE-AQ 103 -65
BC- R
31
-35
K-AR 212 -88
BD-T
20
-18
AD -AS 252 -111
BE-U
12�
-51
L -AT 71 -40
SERIAL *
7f 00 00 0100 00.014b 60 50, d1 ca 9.910 i0 36
""WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> re uire exVeme care in fabricatins handfin shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
nen� Safety Information, by TPI ana'SBCA) toy sa�ety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted oytherwise,top chord shall have properly attached. structural sheathingg and bottom chord shall have a properly
d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per SCSI sections 63, B7 or 1D,
icable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer to
Is 160A-Z for standard plate positrons.
a division of ITW BuildinppComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI fI PI 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
information see this iob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: wwwsbcindustrV.com; ICC: www.iccsafe
Number: 36CS00028
B Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL
s Label: E1GE
Ply: 1
Qty: 1
Wgt: 43.4 Ibs
47'
4'2"
SEQN:6681441T1/GABL
FROM:AH DRW.
8'4"
4'2"
05/11/2018
1'6" --�— 1'4" --{
(TYP) E=4X4
12
6 D F
M
iA
C G
T
N=2X4(A1) B
o
H =2X4(A1) N
4"3 A
1
1
I
N M L K J
SEAT PLATE REQ. SEAT PLATE REQ.
1
1' I
8,4„
I 1
8,4„
Loa mg Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCL' :1 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
1 W
TCD4l 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.018 K 999 240
B 375 1173 1251 / - / 118
18.0
BCL I1' 0-00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.021 K 999 180
H 375 1173 1251 / - / -
/ 8.0
BCD�441c 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): -0.009 D - -
Wind reactions based on MWFRS
Des l;ld: 37.00
EXP: C
HORZ(TL): 0.009 D - -
B Min Brg Width Req = 1.5
NCB ILL: 10.D0
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor. 2.0
H Min Brg Width Req = 1.5
Soffits"I 2-00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.187
Bearings B & H are a rigid surface.
Load uration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.147
Bearings B & H require a seat plate.
Spaci'lg: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.058
Loc. from endwall: Any
FT/RT:20(0)110(0) Mfg Specified Camber:
p Chord Forces Per Ply (Ibs)
Maximum Top
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver. 17.02.02.1208.15
A - B 27 0 E - F
573
-349
Lumber
B - C 499 -386 F - G
531
-368
1
C- D 530 -368 G- H
500
-386
Top chord 2x4 SP #1
Bot cl(6rd 2x4 SP 91
D - E 573 -349 H - 1
27
0
Webs x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Notes
Platiniels
Chords Tens.Comp- Chords
Tens. Comp.
All pia are 2X4 except as noted.
B - N 316 -282 L - K
313
-272
Wind
N - M 315 - 276 K - J
315
- 278
I
M - L 313 -272 J - H
316
-285
Memb r design based on both MWFRS and C&C.
Additinal Notes
Maximum Gable Forces Per Ply (Ibs)
See D GS A16015ENC101014 & GBLLETIN1014 for���
'"ind
Gables Tens.Comp. Gables
Tens. Comp.
gable bracing and other requirements.
MAPj
C - N 91 -16 K - F
148
-36
tbe�efamw�� fit
D-M 148 -36 J-G
E - L 152 -237
91
-15
m see td
O 047182�a
e*
cw o e
FA I
"No lost
SERIAL
7f 00 00,0100 00 01 4b 6e So di 0a 99 le ffl 36
*"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingA shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Compon�nt Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing p r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached gc]ici ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, 67 or 610,
as applic ble. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to
drawings I160A-Z for standard plate positions.
Alpine, a vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in cdnformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page,
listing th s drawingg indicates acceptance of pprofessfona engineering responsibility solely for the design shown. The suitabdity
and 'of this drawing for any structure is the responsibility of the Building Designer per ANSIPfPI 1 Sec.2.
For more inf �rmation see this lob's general notes oaae and these web sites: ALPINE: www.alDineltw.00m: TPI: wwwldnst.om: SBCA: www.sbcindustrv.com: ]CC: www.iccsafe.om
Job Number: 36CS00028 Ply: 1 1 SEQN: 668145 / T36 / COMN
4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 2 FROM: AH DRW:
Truss Label: L01 Wgt: 37.8 Ibs I / ... 05/11/2018
u
5' 10,
5' 5'
C=4X4
III LA4
9'9"8 11 f1Am
5' p,
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 Defiection in loc Udefl U#
LOG R / U / Rw / Rh / RL /
B 438 1202 /286 /- / 134 /
TCDL: 7.00
Speed: 160 mph
Pf NA Ce: NA
VERT(LL): 0.006 F 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.017 F 999 180
D 438 / 202 / 286 / - /- /
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.003 F - -
Wind reactions based on MWFRS
Des
EXP: C
HORZ TL 0.005 F - -
( )
B Min Br Width Re 1.5
9 q
Code I Misc Criteria
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
9
Creep Factor. 2.0
D Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.219
Bearings B & D are a rigid surface.
9 9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.215
Maximum Top Chord Forces Per Ply
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.083
Chords Tens.Comp. Chords Tei
Loc. from endwall: not in 4.50 itFT/RT:20(0)/l0(0)
Mfg Specified Camber:
A - B 27 0 C - D
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
B - C 366 -503 D - E
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
SERIAL f
7f 00 00 0100 00 014b 6e 5c d1 ca 991c fO 36
Maximum Sot Chord Forces Per Ply
Chords Tens.Comp. Chords Te
B-F 405 -191 F-D
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 217 -32
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
re uire extreme care in fabricatin9 handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
nen� Safety Information, byy TPI ana'SBCA) foi sa�ety practices prior to pertorming these functions. Installers shall provide temposrryy
per BCSI. Unless noted olherwlse,top chord shall have properly attached structural sheathinSl and bottom chord shall have a propperly
tl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
icable. Appty plates to each face of Vuss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
)s 160A-Z for standard plate positions.
a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
this drawing. indicates acceptance of pro�essionat engineering responsibility solely for the design shown. The suitabrhty
-503
0
-191
s cirawing Tor any
see this tab's general nc
I j
Jopj Number: 36CS00028 Ply: 1 SEQN: 668165 / T35 / HIPS
4 B Aria "D" LL OIL /DR Horton /4EAB Aria "D" LL OIL + : Qty: 1 FROM: AH DRW:
Trues Label: L02 Wgt: 44.8 Ibs / ... 05111/2018
i
I _ 3' + 7' 10,
r 3' 4' 3'
Des
Load
fi
12
6
2X4(A1) B
C=
u
I I I zA'+ = OAI+
E=2X4(A1)
F
1 W 9'9„8 AJ
1, 3'1"12
3'1"12
Criteria (psf)
Wind Criteria
20.00
Wind Std: ASCE 7-10
7.00
Speed: 160 mph
0.00
Enclosure: Closed
10.00
Risk Category: II
EXP: C
37.00
Mean Height: 15.00 It
10.00
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot c ord 2x4 SP #1
Webs 2x4 SP #3
�I Loads
SpecilI`�1-ber
Dur.Fac=1.25 / Plate Dur.Fac.=1.25)
TCom56plf at -1.00 to 56 pif at
3.00
TOom 28 plf at 3.00 to 28 plf at
7.00
TO, rom 56 plf at 7.00 to 56 pit at
11.00
BC: rom 4 pitat 1.00 to 4 pit at
0.00
BC: rom 20 plf at 0.00 to 20 plf at
3.03
BC: rom 10 plf at 3.03 to 10 plf at
6.97
BC: rom 20 pif at 6.97 to 20 plf at
10.00
BC: From 4 plf at 10.00 to 4 pif at
11.00
TO: +196 lb Cone_ Load at 3.03, 6.97
TO: '166 lb Conc. Load at 5.00
BC: 21 lb Conc. Load at 3.03, 6.97
BC. I52 lb Conc. Load at 5.00
Wind 'I
Wind I ads and reactions based on MWFRS.
Left anQ, right cantilevers are exposed to wind
3'6"12
6'8"8
3'3"8 1,
10,
Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs)
Pg:NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W
Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 639 / 278 ! - 1- / -
Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 639 1278 / - / - / -
Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS
HORZ(TL): 0.012 G - - B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES Max TO CSI: 0.202 Bearings B & E are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.234
/ 3.5
/ 3.5
Rep Factors Used: Yes
Max Web CSI: 0.068
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp_
Plate Type(s):
A - B 27 -20 D - E 395 -986
WAVE
VIEW Ver: 17.02.02.1208.15
B - C 394 -992 E - F 27 -20
C - D 328 - 885
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 857 -330 G - E 852 - 331
H - G 873 - 328
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 174 0 G-D 178 0
C-G 13 0
**WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
[Safety, Information, bVV TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
d�id ceiling.Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
le._ Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
Of
I F'I l , or Tor r
acceptance
any structure
Iis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 36CS00028
Ply: 1
SEQN: 668146 / T18 / VAL
I .
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OILQty:
1
FROM: GM
DRW:
Truss Label: V1
Wgt: 25.2 lbs
/ ... 05/11/2018
3'11"8 7111"
3'11"8 3'11"8
12 B-4X4
N =3X4(D1) =-3X4(D1)
A C
-ew
E
D 1112X4
f T11"
3'11"8 3'11"8
3'11"8 7'11"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL !
E- 73 / 28 / 34 / - / 8 / 95.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.009 D 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.016 D 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.004 D - -
E Min Big Width Req = -
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
HORZ(TL): 0.005 D - -
Bearing E is a rigid surface.
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor. 2.0
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.141
Maximum To Chord Forces Per PI Ibs
p y (�
)
Load Duration: 1.25
MWFRS Parallel Dist: h12 to h
TPI Std: 2014
Max BC CSI: 0.121
Chords Tens.Comp. Chords Tens.
Comp.
A - B 200 -178 B - C 2001
-178
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.109
Lac. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (bs)
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Chords Tens.Comp. Chords Tens.1
Comp.
Lumber A - D 235 -146 D - C 235 -146
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Wind B - D 366 -309
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
•e, W
7. e
ATE OF
41
' raEir2iAL #�: �
7t oar oo o1 boom 4b6e 5c d1 S9 le to 36
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating9 handlinq shipping, installing and bracing..Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI an7'SBCA) foF safety practices prior to perfonntng these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
have bracing installed BCSI 63, B7 810,
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin ' Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIAPI 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 engineeringg responsibility solely for the design shown. The suitability
this gnawing for is the the 8uiiding Designer ANSI/TPI 1 Sec.2.
and use of any structure responsibility of per
For more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA www.sbcindust .com' ICC: wwwkesafe.ong
i
Jot�`Numben 36CS00028 Ply: 1 SEQN: 668147 / T11 / VAL
t "'! 1 FROM: GM DRW.
41J�1B Aria "D" LL OL /DR Horton /4EA6 Aria "D" LL OIL Qty:
Truss Label: V2 Wgt: 16.8 Ibs / ... 05/11/201 AB
Loading Criteria (psf)
Wind Criteria
TCL ± 20.00
Wind Std: ASCE 7-10
TCD�' 7.00
r!
Speed: 160 mph
BCL 0.00
Enclosure: Closed
BCD�L: 10.00
Risk Category: II
1d1 37.00
EXP: C
Des
Mean Height: 15.00 ft
NCB LL: 10.00
`�
TCDL: 4.2 psf
Soffit 2A0
BCDL: 5.0 psf
Load uration: 1.25
MWFRS Parallel Dist: h/2 to h
Spaci 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
lg:
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot c ord 2x4 SP #1
Wind 11
Memb"' design based on both MWFRS and C&C.
Additi nal Notes
See XG VAL160101014 for valley details.
I 1111"8 3'11" I
r 1'11"8 f. 1'11"8
12
6
B=3X4
3X4(D1)=3X4(D1)
A C
D
3-11"
3'11"
3'11"
Snow Criteria (Pg,Pf in PSF)
Defi/CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf NA Ce: NA
VERT(LL): -0.004 999 240
Lu: NA Cs: NA
VERT(TL): 0.008 999 180
Snow Duration: NA
HORZ(LL): 0.001 - -
HORZ(TL): 0.002
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.058
TPI Std: 2014
Max BC CSI: 0.069
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
SERIAL
7f 00 00 0100 00 01` 4b 6e 56 d1 ca SO to f0 36
♦ Maximum Reactions (Ibs), or "=PLF
Loc R / U 1 Rw / Rh / RL 1 W
D' 70 122 /31 /- /6 /47.0
Wind reactions based on MWFRS
D Min Big Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 188 -162 B-C 188 -162
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 158 -149
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlinA shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
[ Safety Information, byy TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
e. AppQy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
of
'I NI 1, or Torn
acceptance
any sructure
ris drawing,any failure to build the
on this drawing or cover page_
te design shown. The suitability
Job Number: 36CS00028
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL
Truss Label: MV1
@M
I= 4'
4'
4'
Ply: 1 SEQN: 668148 / T22 / VAL
Qty: 1 FROM: GM DRW:
Wot:14.0lbs .. / ...
R
06/1112018
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 Udell U#
Loc R / U / Rw / Rh / RL / W
D' 73 / 28 / 52 /- / 18 / 4t3.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.004 C -
D Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ L 0.005 C - -
(T )�
Bearing A is a rigid surface.
9 I
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 42 psf
Creep Factor. 2.0
i
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.164
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 125
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.124
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.096
A - B 33 -78
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
FT/RT:20(0)/10(0)
Plate Type(s):
Mfg Specified'Camber:
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
Lumber A - C 145 -14
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs)
- Webs Tens.Comp.
Wind B-C 162 -91
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
No 047182
swm of
�- * tot
**av e�
7 -4�
SERIAL.
7f 00 06 01 00.00 014b 6e Sc ci f ca 991 c 110 36
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI�t 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 engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
c.,...,...e W,,... fit � e,i, s„h s ncne.al nntea nane and these weh skes: ALPINE: www.alDineitw.com: TPI: wwwADinstom: SBCA www.sbcindust(y.com; ICC: wwmicesafe.orcl
oti Number: 36CS00028 Ply: 1 1 SEQN: 668149 / T30 / VAL
J4 Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW.
Truk Label: MV2 Wgt:11.2lbs I / ... 05/11/2018
Des
Load
Top c
Bot cl
Wind
12
6 � B
3X4(D1) T
A"It
0
l 2'
OA
2'
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R 1 U / Rw / Rh / RL 1 W
D• 75 112 148 /- 110 124.0
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.011 B 999 240
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.017 B 999 180
Wind reactions based on MWFRS
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.005 B - -
D Min Brg Width Req = -
37.00
XP: C E
HORZ(TL): 0.005 B - -
Bearing A is a rigid surface.
Code / Misc Criteria
10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
2.00
TCDL: 4.psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.046
Maximum Top Chord Forces Per Ply (Ibs)
ation: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2014
Max BC CSI: O.OBS
Chords Tens.Comp.
24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
A - B 0 -22
Loc. from endwall: not in 9.00 it
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
A-C 64 -6
i 2x4 SP #1
12x4 SP #1
Member design based on both MWFRS and C&C.
Additional Notes
See DVV. G VAL160101014 for valley details.
V 00 00 0100 00 01 4b, 6e 5c d1 ca 991c f0 36
"WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses equire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compononr Safety Information, by TPI an7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing r BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as of l5 e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Kefer to
drawings ,160A-Z for standard plate positions.
Alpine, a ddivision of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in cb'nformance with ANSI PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ .
listing th s drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and usef of this drawing for any structure is the responsibility of the Building Designer per ANSII 1 Sec.2.
Job Number: 36CS00028 I
Ply: 1
SEQN: 668150 / T24 / EJAC
4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" ILL.OL
Qty: 2
FROM: AH
DRW:
Truss Label: EJ7D
Wgt 26.6 Ibs
/ ... 0511112018
C
i
12
I
2X4(A1) B
� I
D a
A I
i
SEAT PLATE REQ.
{r_ 2,4„ 7'
7'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in for, L/defl L/#
Loc R / U / Rw / Rh / RL / W
'
B 438 / 178 1370 / - / 202 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 124 / 12 / 101 / - 1- / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.010 D
C 160 1 125 / 78 / - /- 11.
Des Ld: 37.00
EXP: C
HORZ L 0.017 D - -
(T )
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 It
TCDL: 4.2 psf
Creep Factor. 2.0
P
B Min Brg Width Req = 1.5
D Min Brg Width Req =
Soffit: 2.00
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.544
-
C Min Brg Width Req =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.348
Bearing B a rigid surface.
Spacing: 24.0 "
P 9�
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
r
Loc. from endwall: not in 4.50 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver 17.02.02.1208.15
Chords Tens.Comp. Chords Tens.1
Comp.
A - B 63 0 B - C 148
chord
Top 2x4 SP #1 I2
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp.
Member design based on both MWFRS and C&C. B - D 0 0
II
I
NA Sok
•a. ,
11
w0
00 m ti
a e,
STATE Of
is� goo
SERIAL
7# 00 00 0100 00 014b 6� 56 d1 oa 991c 110 36
`"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
""IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Co on Safety Information, ba�rr TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
bracing (per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
for lateral have bracing installed BCSI sections B3, B7 or B10,
attachetl rigid ceiling Locations shown permanent restraint of webs shall per
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. t2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible far any deviation from this drawing,any failure to build the
bracing trusses.A this drawing or cover e
truss in conformance with ANSI PI 1, or for handling shipping, installation and of seal on pa
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 ANSIITPI 1 Sec.2.
For more information see this Fob's general notes page and these web sites: ALPINE: www.al ineftmoom; TPI: www. inst.o ; SBCA: www.sbcindust .com; IM www.iccsafe.o
Job Number: 36CS00028 Ply: 1 SEQN: 66111511 T151 EJAC
4EB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 10 �FROM:AH DRW:
Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 05/1112018
Des
Load
Top c
Bot cl
Wind
T
SEAT PLATE REQ.
C«
7' _I
I
7'
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
B ' 336 / 117 / 259 / - / 173 / 8.0
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 127 120 / 101 / - / - / 1.5
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.014 D -
C 171 / 133 / 91 / - / - / 1.5
37.00
37.00
EXP: C
HORZ(TL): 0.025 D -
Wind reactions based on MWFRS
Code / Misc Criteria
Mean Height: 15.00 ft
Creep Factor: 2.0
B Min Brg Width Req = 1.5
2.00
TCDL: 4.0 psf
BCDL: 5.0
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.496
D Min Brg Width Req = -
=
ation: 1.25
psf
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.368
C Min Brg Width Req -
Bearing B is a rigid surface.
24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
Bearing B requires 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
I VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
2x4 SP #1
2x4 SP #1
design based on both MWFRS and C&C.
P
o 047182
sTAT
�.
SERIAL t
7100 00.01 00 00 01'4b 6e Sc tit ca g91c 00 36
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
r '9uire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ne: t Safety Information, bV TPI an7'SBCA) ioi safety practices prior to performing these functions. Installers shall provide temposrY
�I r BCSt.. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10,
cable. Apply plate- to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
Is 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 ANSIPI 1, or for handling shlppinp, installation and bracing of trusses.A seal on this drawing or cover page
. .
thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
e of this "aw!ng for any structure is the responsibility of the building Designer per ANSIfrPI 1 Sea2.
Job Number: 36CS00028 Ply: 1 1 SEQN: 6681521 T9 / EJAC
4EA6 Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 5 FROM: AH DRW:
Truss Label: EJ7A Wgt: 21.0 lbs ! 05/11/2018
T
=2X4(A'
SEAT PLATE REQ.
B
7-I'
r 7-
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
A 270 / 79 / 188 / - / 151 18.01
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
C 128 / 21 1104 / - / - / 115,
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.017 C -
B 174 / 135 195 / - l - ! 1151
Des Ld: 37.00
EXP: C
HORZ(TL): 0.027 C - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
P
A Min Brg Width Req = 1.5
I '
Soffit: 2.00
TCDL: 4.2 psf -
BCDL: 5.D psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.505
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.373
B Min Brg Width Req = -
Bearing A is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing A requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT.:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Itis)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
A-B 78 -152
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Wind
Member design based on both MWFRS and C&C.
�-�+ '
o 04718
v.
too -P
-a STATE Au
w
SERIAL
V00000100 00014b6a50dl as991c11036
I!
Maximum Bot Chord Forces Per Ply (lb
Chords Tens.Comp.
A-C 0 0 II
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! .1
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI pind'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryv
bracing per BCSI. Unless noted dtherwlse,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or Fro,
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 Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page.
listing this drawingg indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the euiiding Designer per ANSIITPI 1 Sec.2.
For more information see this iob's general rotes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.tpinst.orgSBCA www.sbandu .coin; [CC: www.iccsafe.org
i
Numb
4EAB Aria"D" 6 L OL DR Horton MEAB Aria "D" LL OL I Qty: I9.6 Ibs FROM: AH 153 / T23 / JACK I DRW % 05/1112018 I
Truss Label: BJ5D
C
SEAT PLATE REQ.
2 4"
5-
5.
i
Load ng Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL'1 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
TCD 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 373 / 162 / 330 (- 1158 / 8.0
BCLL 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 85 113 177 / - /- / 1.5
BCDL I 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.007 D - -
C 103 / 82 / 42 1- /- 11.5
Des 37.00
L
EXP: C
HORZ) 0.008 D - -
(TL
Wind reactions based on MWFRS
NCB LL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
P
B Min Brg Width Req = 1.5
Soffit: !I 2.00
TCDL: 4.psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSt: 0.544
D Min Brg Width Req =
Load uration: 1.25
MWFRS Parallel Dist: 0 to h12
TPI Std: 2014
Max BC CSI: 0.171
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spaci 'g: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwali: not in 4.50 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Lumb�'
A - B 63 0 B - C 46 -115
Top chord 2x4 SP #1
Bot ch 'rd 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind �I
Chords Tens.Comp.
Memb r design based on both MWFRS and C&C.
B - D 0 0
o 047182
'
P
oPl
O �
. sTATE
I. A,
7f 00 00 0100.00 014b 6e Sc d1 ca 991c f0 36
I '*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
�I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
r qquire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
neOf Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
Perrrri BCSI., Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
d M id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
icap e. Appfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, (Refer to
is 1 OA-Z for standard plate positions.
a d vision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
co fonnance with ANSIrI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. _
thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00028
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL
Truss Label: BJ5
T
SEAT PLATE REQ.
Ply: 1 SEQN: 668154
City: 4 FROM: AH
Wgt:16.8 Ibs
r-
/JACK
DRWEl
M
O LO
CV
1
5'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (lbs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Lac R / U / Rw / Rh / RL / W
B 263 196 / 208 / - / 129 / 810
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 90 / 13 / 70 / - / - / 1 15
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.007 D - -
C 119 ' 193 162 / - / - 11.
Des Ld: 37.00
EXP: C
HORZ(TL): 0.008 D -
Wind reactions based on MWFRS
Code I Misc Criteria
NCBCLL:10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
p
B Min Brg Width Req = 1.5
�
Soffit: 2.00
TCDL:42 psf
p
BCDL: 5.D psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0,309
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.182
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 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ib
Wind Duration: 1.60
WAVE
VIEW Ver: 17-02.02.1208.15
Chords Tens.Comp. Chords Te6s.
Lumber
A-B 27 0 B-C 153
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply
Wind Chords Tens.Comp.
Member design based on both MWFRS and C&C. B - D 0 0
0
SE OF
ONAI',
SERIAL #:
7f 00.00 0100 00 0144. &a 5o d1 ca 991c f0 36
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating, handlin sh! ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, bVy TPI anc7'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, 1
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. i2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's aeneral notes Dace and these web sites: ALPINE: www.alpinedw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry.com ICC: www.iccsafe.org
-120
Jai Number: 36CS00028 Ply: 1 SEQN: 668155 / T28 / JACK
4EA6 Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL City: 1 FROM: AH DRW.
Truss Label: BJ5B Wgt: 15.4 Ibs / ... 05111/2018
Des
Soffit:
Load
Top c
Bot cl
Wind
T
2X4(A
SEAT PLATE REQ.
±�1
-61
B
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
A 195 / 56 / 135 / - / 107 / 8.0
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
C 91 / 15 l74 I - ! - / 1.5
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.008 C - -
B 123 / 96 467 / - / - / 1.5
37.00
EXP: C
HORZ(TL): 0.010 C - -
Wind reactions based on MWFRS
Code / Misc Criteria
: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
A Min Brg Width Req = 1.5
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.319
C Min Brg Width Req = -
ation: 1.25
MWFRS Parallel Dist: 0 to h12
TPI Std: 2014
Max BC CSI: 0.187
B Min Brg Width Req = -
Bearing A a rigid
24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
a sesurfat
plate.
Bearing A requires a sep
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
A-B 55 -122
2x4 SP #1
2x4 SP #1
design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
1—,IMPORTANT'- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
ne IS afety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
pe ,BCSI.. Unless noted Yherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
tl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
ca e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
)s 1 OA-Z for standard plate positions_
a d vision of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
co 'formance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
this' drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
le of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2.
information see this iob's general notes oaae and these web sites* ALPINE: www.alDineitw.com, TPI: www.tnInst.omc SBCA: wwwsbcindusW.com: ICC- wwwlmsefe.
Job Number: 36CS00028
4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL
Truss Label: BJ3D
T
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
Ply: 1 SEQN: 6681661 T21 / JACK
Qty: 1 FROM: AH DRW:
Wgt 15.4 Ibs .. / ...
C
SEAT PLATE REQ.
3'
2W
T
O
e— LO
N
3
Snow Criteria (P9,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R I U / Rw / Rh / RL IV
B 324 1167 1309 / - 1 115 / 8
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
D 44 125 / 57 1- 1- 11
Snow Duration: NA
HORZ(LL): 0.009 D -
C 34 / 30 / 32 1- 1- / 1
HORZ(fL): 0.009 D - -
Creep Factor. 2.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code I Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.938
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.231
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Te6
A-B 63 0 B-C (
SERIAL t
7f 00 00 0100 00 01 =4b 6e"50 dl ca 991G f0 36
Maximum Bot Chord Forces Per Ply (It
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) f-or safety practices nor to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properl� 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. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawingq 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 dPawing or cover page_
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
-83
Job'Number: 36CS00028
Ply: 1
SEQN: 668167 / T13 / JACK
4EAb Ana "D" LL OL /DR Horton MEAB Ana "D" LL OL
Qty: 5
FROM: AH
DRW.
Tru 'Is Label: BJ3
Wgt: 12.6 ibs
/ ... 05/1112018
'I
C
12 _
II 6
i
M
O �
2X4(A1) B
A
{ D
I
d
SEAT PLATE REQ.
I
3' J
3'
I
Loadi, g Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: I 20.00
Wind Std: ASIDE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi U#
LOG R / U / Rw / Rh / RL / W
B 193 / 76 / 162 / - 186 / 8.0
TCDL 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 51 16 / 41 1- 1- 11.5
BCDL';I 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 D
C 64 / 51 130 / - /- / 1.5
Des L ': 37.00
NCBC L. 10.00
EXP: C
Mean Height: 15.00 ft
HORZ TL 0.003 D -
( )
Creep Factor. 2.0
Wind reactions based on MWFRS
B Min Br Width Re 1.5
9 q =
Code / Misc Criteria
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
D Min Brg Width Req = -
C Min Brg Width Req = -
Load uration: 1.25
i
"
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Rep Factors Used: Yes
Max BC CSI: 0.072
Max Web CSI: 0.000
Bearing B a rigid
S P acin s 24.0
C&C Dist a: 3.00 ft
a seatsurface.
Bearing B requires a seat plate.
I
Lac. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chrd 2x4 SP #1 A-B 27 0 B-C 29 105
Bot chiid 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp.
Membe ldesign based on both MWFRS and C&C. B - D 0 0
� ��,
�' ��«xc+►ra®yet
ll 4"
gaS TATE O�
SERIAL P.
7f 00 00 01 tat} 00 014b 6e S0 tl1 ca 991C 110 36
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
PIj IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen (Safety Information, by TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing BCSI. Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall have a
pe properly properly
attached n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicab e. App y plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Etefer to
drawings 1 OA-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in con ormance with ANSI9 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_fessiona7 engineering responsibility solely for the design shown. The suitability
gnawing
and use aIf this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more info aeon see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: %way. into ; SBCA www.sbcindu .com; ICC: www.iccsafe.orq
Job Number: 36CS00028 Ply: 1 I SEQN: 668158 / T33 / EJAC
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 3 FROM: AH DRW:
Truss Label: EJ3L Wgt: 12.6 Ibs .. / ... 05/111201 B
C
T
n
to
M
CV
3'
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R ! U / Rw ! Rh / RL /
B 190 175 1 160 ! - 186 /
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 52 / 7 142
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 D
C 66 / 52 / 32
Des Ld: 37.00
EXP: C
HORZ(TL): 0.003 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0,178
D Min Brg WidthReq = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.078
C Min Big Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Te
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
1 WAVE
Lumber A- B 27 0 B- C
Top chord 2x4 SP #1
Bet chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply'
Chords Tens.Comp.
Wind B - D 0 0
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
V 00 00 01 bO 60 014b 6e So d 1 ca 991 C f 36
"`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
Componenf Safety Information, by TPI an a SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locafions shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildint�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 oftrusses.A seat on this drawing or cover page_
listing this drawing,indicates acceptance of pprotessiona engineeringg responsibility solely for the design, shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t;iinst.orgSBCA: wwwsbdndu .coin ICC: www.iasafe.or
-106
Ja Number: 36CS00028 Ply: 1 SEQN: 668159 / T14 / JACK
4F�B Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 6 FROM: AH DRW:
Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 05111/2018
4"3
Loading Criteria (psf)
Wind Criteria
TCLL j 2000.
Wind Std: ASCE 7-10
TCD 7.00
Speed: 160 mph
BCLL 0.00
Enclosure: Closed
8CD ` 10.00
Risk Category: 11
Des L : 37.00
EXP: C
Mean Height: 15.00 It
NCB LL: 10.00
TCDL: 4.2 psf
Soffit: I 2.00
BCDL: 6.0 psf
Load Ouration: 1.25
"
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60 -
Lumb 'r
Top third 2x4 SP #1
Bot chQl rd 2x4 SP #1
Wind II
Member design based on both MWFRS and C&C
n
12
6 � C
2X4(A1) B
SEAT PLATE REQ.
co T
o LO
r T
1'
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D -
HORZ(TL): 0.000 D -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
TPI Std: 2014
Max BC CSI: 0.015
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
SERIAL V
V 00 00 0100 00.01 4b 6e 5c dl ca 991c 110 36
co
■
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 150 / 77 / 145 / - / 42 18.0
D 11 110 /18 /- !- 11.5
C -14 /28 /25 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
*'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Corn ne Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing pe PSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t
as al , icab e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
drawings 1P0A-Z for standard plate positions.
Alpine, a d vision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in co formance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_
listing thi drawing indicates acceptance of professfona engineering responsibility solely for the design shown. The suitability
and use f this thawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
t
y
Job Number: 36CS00026 Ply: 1 SEQN: 668160 / T34 / JACK
4EAB Aria "D" LL OL/DR Horton 14EAB Aria "D" LL OL Qty: 4 FROM: AH DRW:
Truss Label: 13J1L Wgt:11.2lbs / .. 05/11/2Q18
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 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Wind
Member design based on both MWFRS and C&C
Left cantilever is exposed to wind
A
12
6 � C
2X4(A1) B
1IT
1'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL
/ y
Pf: NA Ce: NA
VERT(LL): NA
B 134 / 77 / 143 1- 142
/ 3
Lu: NA Cs: NA
VERT(TL): NA
D 13 / 9 / 18 / - ! -
11
Snow Duration: NA
HORZ(LL): 0.000 D -
C 1 / 23 122 / - / -
/ 1
/
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Sid: 2014
Max BC CSI: 0.013
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply
Chords Tens.Comp. Chords
Ten
WAVE
VIEW Ver: 17.02.02.1208.15
A-B 25 0 B-C
Maximum Bot Chord Forces Per Ply (I
Chords Tens.Comp.
B-D 0 0
No 047182.
STATE :OF
SER(AL *
V000001.0000014b60 681ds9910f036
"''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 anr7'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly
attachesripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinc� Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing, indicates acceptance of pprofessrona engineering responsrb!irty solely for the design shown. The sur e .
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this!ob's qeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.or
-16
t .
Jobumber: 36CS00028 Ply: 1 SEQN: 668161 / T26 / HIP-
4 B Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 2 FROM: AH DRW:
Truss Label: CJ7 Wgt 42.0 Ibs / ... 05/11/2018
6'3" 9110"1
6'3" 3'7"
Des
Soffit:
Load.
T
SEAT PLATE REQ.
Criteria (psp
Wind Criteria
20.00
Wind Std: ASCE 7-10
7.00
Speed: 160 mph
'0.00
Enclosure: Closed
10.00
Risk Category: II
EXP: C
37.00
Mean Height: 15.00 ft
10.00
TCDL: 4.2 psf
2-00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2i 4 SP 93
-(Lumber DucFac =1.25 / Plate Dur.Fac.=1.25)
TC: F* 0 plf at -1.41 to
55 plf at 0.00
m
TC: Fr 2 pIf at 0.00 to
2 plf at 9.84
BC: Fr' m 0 pif at -1.41 to
4 plf at 0-00
BC: Fr "gym 2 pif at 0.00 to
2 plf at 9.84
TC: 7 lb Conc. Load at 1.41
TC: 1 8 Ib Conc. Load at 4.24
TC: 2j38 lb Conc. Load at 7.07
BC: 3 Ib Conc. Load at 1.41
BC: 1 3 Ib Conc. Load at 4.24
BC: 1 :9 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
i]
6'1"4 3'2" 1
+
6'1"4 9'3"4 9'101
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw I Rh / RL / W
B 330 1208 1- /- /- / 10.6
Pt NA Ce: NA
VERT(LL): 0.015 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.041 G 999 180
E 385 / 175 / - / 0 / 0 / 1.5
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 / - /- /- 11.5
HORZ(TL): 0.008 F - -
Creep Factor: 2.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.241
E Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.326
D Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.256
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE -
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
SERIAL *
7f000001 0000014bGe56d1 ca 991cf036
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp- Chords Tens. Comp.
B- G 604 -290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 -47 C - F 345 -709
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Compone Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing re, BBCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t
as applicab e. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 1POA-Z for standard plate positions.
Alpine, a division of ITW BuildinccL�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 professional engmeerm responsibility solely for the design shown. The suitability
and use 91 this 8rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 36CS00028 Ply: 1 I SEQN: 6681621 T26 / HIP_
4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: CJ7A Wgt:42.0 Ibs .. / ... 05/11/2018
T
r_ 6'3" 9110"1
r 6'3" 3'7"
SEAT PLATE REQ.
C
1
6'1"4 3'3"12 6"
"1
ri
6'1"4 95"1 1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in for. Udefl U#
Loc R / U / Rw / Rh / RL / 4
B 303 / 204 ! - /- /- / 1
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.013 G 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT( L): 0.038 G 999 180
E 353 / 165 ! - / 0 / 0 11
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 31 115 1- /- l- l 1
Des Ld: 37.00
EXP: C
HORZ(TL): 0.007 F - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
P
B Min Brg Width Req = 1.5
Soffit 2.00
TCDL: 4.psf
BCDL: 5.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.200
E Min Brg Width Req = -
Load Duration: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.301
D Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.233
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCp!: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Ch d T C Ch d T
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
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 pif at 9.84
BC: From 0 plf at -1.41 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: -7 lb Conc. Load at 1.41
TC: 99 lb Conc. Load at 4.24
TC: 222 lb Conc. Load at 7.07
BC: 23 lb Conc. Load at 1.41
BC: 96 lb Conc. Load at 4.24 $
BC: 174lb Conc. Load at 7.07 mea ism}
,ems r �'Dr
Wind
Wind loads and reactions based on MWFRS."No
a
a
ORI
a to
ea e
7f0000010000 01gib6a6cd1oaSS1�f036
or s ens. amp.
ors
A-B 14 -11
C-D
5I -66
B - C 316 - 590
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Ten's.
Comp.
B- G 550 -278
F- E
i0 0
G'- F 538 - 276
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs T ns. Comp.
G - C 271 - 62 C - F 331 - 645
"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
ComonenF Safety Information, bVV TPI anaSBCA) fr safety practices prior to pertormrng these functions. installers shall provide temposrrvy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathincql and bottom chord shall have a properly
attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing instaleed per BCSI sections 63, B7 or B10,
as appiicab�e. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW 8uildinr�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of lrusses.A seal on this drawing or cover page_ _
listing this drawingg indicates acceptance of professtona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Bu!Iding Designer par ANSI/TPI 1 Sec.2.
Fnr mnm inrnnnatinn see Oils inh's general notes nacre and these web sides: ALPINE: www.alDineitw.com: TPI: www.tpinst.orm SBCA: www.sbcindustry.com: IM wwwkcsafe.org
L
Jo° Number: 36CS00028 Ply: 1 SEQN: 668163 / T37 / HIP_
4 { B Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL City: 2 FROM: AH DRW:
Truss Label: CJ3L Wgt: 16.8 Ibs .. / ... 05111/2018
Des
Soffit:
Load
do
413
V
C
410116
17i$ vI -- —�
4'0"6
ig Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
LOG R / U / Rw / Rh / RL / W
B 153 / 81 / - / 4.2
7.00
Speed:. 160 mph
Pf: NA Ce: NA
VERT(LL): NA
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 69 / 1 / - / - / - 11.5
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.001 D - -
C 30 13 /- /- / - ! 1.5
37.00
EXP. C
HORZ(TL): 0.002 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
10.00
Mean Height: 15.00 it
Creep Factor: 2.0
B Min Brg Width Req = 1.5
_L:
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.057
D Min Brg Width Req = -
vration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.107
C Min Brg Width Req = -
Bearing B is a rigid surface.
g: 24.0 "
CSC Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
A-B 16 -12 B-C 12 -7
;r
Top chord 2x4 SP #1
Bot ch rd 2x4 SP #1
Wind II
Wind I ads and reactions based on MWFRS.
SERIAL
V 00 00,0100 00 014b 6e 5c dl ca 991a f0 36
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
j IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
r quire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ne f Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
pq , SCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 810,
icaq e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
Is 16OA-Z for standard plate positions.
a dvision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
co formance with ANSI> i PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page
thi ,drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ie pf this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
Gable Stud Reinforcement Detail
ASCE 7=10 �160-r�ph-Wind-Speed-=T5'=M-�an_N_e-i_ght-Enc-lased-,-E-xp.os-ure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kz_'= 1:00 -
Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orr 120 moh Wind Speed, 15' Mean Heloht. Partially Enclosed, Exposure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) ix4 'L' Brace ■
<1) 2x4 'L' Brace x
(2) 2x4 'L' Brace wis
(1) 2x6 'L' Bracer
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12, 8'
14' 0'
14' 0'
-
S P r
#3
3' B.
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' 1-
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
O
H �-
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
0)
(U
D F L
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
#2
3' 10,
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12, 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' it,
7' 5'
9' a'
9' 7'
10, 11'
ii' 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7-
6' 11'
7' 5'
9' 2'
9' 7'
10' It'
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' it,
9' 8'
10' 4'
13' V
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
4->
_
U
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'
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
H F
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' 5'
10' 10'
12' 8'
13' 7'
14' 0'
14' 0'
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
14' 0'
14' 0'
0
14' '
Q
S P
#2
4' 5'
7' 6'
7' 9-
8' 10,
9' 3'
10' 7'
IF 0'
13, 11'
14' 0'
14' 0'
14' 0'
Q1
D F
#3
4' 4'
6' 5'
6' 10,
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Stud
4' 4'
6' S'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8
6' 0'
7' 6'
8' 0'
10' 2'
10, 10,
11' 10,
12' 7'
1 14' 0'
14' 0'
Q
#1. / #2
4' 10'
8' 3'
8171
9' 9'
10, 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' V
d
S P F
#3
4' 7'
1 8' 2-
B' 5'
9' e'
10, 0'
11' 6-
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
u
U
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
le, 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
H F
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10' 0'
il' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
141.
5' 1'
8' 5'
e' 8'
9' 11'
10, 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
02
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'Ell
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
03
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
12, 0'
14' 0'
14' 0'14'
0'
14' 0'
I
DF L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' il'
8' 8'
9' 3'
12, 0'
13' 7'
14' 0'
14' 0'
14' 0'
�ymm
About,
able Truss
Diagonal brace option.
T
vertical length may be
doubled when diagonal
18
XE
brace Is used. Connect
L
diagonal brace for 600#
at each end. Max web
Brace
total length is 141.
1
31E 31f
11
2x6 DF-L a2 or
better diagonal
'r
Vertical length shown
I
bracer single
8,
In table above.
i
or double cut
45'
(as shown) at
rill IN Irt]
upper end
IN
ontinuous Bear
Connect Diagonal at
'
midpoint of vertical web.
Refer to
chart above for r1
-VARNDG- READ AND FOLLUW ALL NOTES -IN THIS DRAWIMQ
`
-DOMTANTww RMM PM DRAWING TD ALL COMRACTGR3 DIMUDDai THE IMTALLERS
Trusses require extreme care In fabricating, handling, -shipping, Installing and bracing. Refenr to and
folio• the latert edtbn of BCSf (BUIIoMg Component Safety Infornatlan, by TP] and $BCN fo'`.safety
practIC prior to Perform these fumctions. TnstnOers shall proNde temporaryy irar Ing per BCSt.
Unless rated otherwise, top chord shall have properly attached structural shwthirg onW be ch.
�f
shall have o properly attached rigid cel . Locations shown for permanent lateral restraint of webs ,
�_ -
f1
shall have "-CiMg Installed per BCSI sections $3, B7 or 810, - nppllcobly. Apply plot- to each face
ILI��
f truss nM position as sMm above and on the Joint Details, nirdess noted otherwise,
Refer to drawv gs 16OA-7 for standard plate positions.
. 1
Iil�'ILr=�
Alpine, a division of IN BuWmp Components Group Imo shall not be responsible for any devlatlon from
-g
AN 1TIWCOMPAW
this drarimg, any failure to bocci the truss In conformance with ANSI/TPI 4 or for bonding, shipphp,
Installation 6 bracing aP trusses,
eygI
A seal on this drawing or cover page Ustbg this drnw@p, indicates acceptance of professional
qj
ergbrwr4p re solely for the design shown Tine sultnbrty antl ure of tfss drawing
far any strueshae is the respoetzmWty oP She "dingDo:•Jgner per ANSVTPI 1 See2
133B9 Lakefianl Drive
Earth City, MO 63045
For note Information see this Job's genres, notes page and these web site.
ALPINE, nwAlpl neltw.cnmi TPD www.tpAt.orgi SBCA, wwwsbclndustry.or,gl IM rw*J.".Fe4,g
�r
Bracing Group Species and Grades -
Group AI
S ruce-Pine-Fir Hem -Fir
#1 / a2 IStandarDd 1 #2 1 Stud
03 1 Stud j 1 #3 Standard
Dou las Flr-Lorch Southern Plnerww
#3 #3
tu Sd Stud
Standard Standard
Group B,
Hen -Fir
at a Btr
a1
Do las Flr-Larch Southern Plnewww
#1 #1
a2 #2
ix4 Braces shall be SRB (Stress -Rated Board).
awFor ix4 So, Pine use only Industrial 5 , or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these prades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Land),
Gable end supports load from 4' 0' outlookers
with e' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' min) naps.
X For (1) 'L' bracer space malls at 2' ox,
In 18' end zones and 4' ox. between zones.
)K)KF'or (2) 'L' braces. space naps at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical Length No Splice
+ Refer to common truss design for
peak, splice, and heel plates,
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Less than 4' 0'
2X3
i'
A A1'Ca OF®�e,'a�MAX, TOT, LD, 60 PSF
�� �
MAX, SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orl 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ori 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace Not
(1) 2x6 'L' Brace if
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
n
#1 / #2
3' S'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13, 9'
14' 0'
Q1
U
O
S P F
u
I 1
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
ill 2'
11' it,
13' 7'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
#1
3' 10-
6' 4'
6' 7'
7' 6'
7' 9' 1
8' 11'
9' 3'
11' 9'
12, 2'
13' 11'
14' 0'
-�
11
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
1 8' 9'
9' 2'
11' 7'
12, 0'
1 13, 9'
14' 0'
iu
D F L
#3
3' 7'
4' 10'
5' 2•
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
to, 10,
13, e'
14' 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' ill
8' 9'
9' 1'
10, 1'
10, 10,
13, 8'
14' 0'
d
Standard
3' 3'
4' 3'
4' 7'
S' 8'
6' 1•
7' 9'
8' 3'
8' Ill
9' 7'
12' 2'
13' 0'
U_
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13, 9'
14' 0'
14' 0'
�)
U
S P rr
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7•
7' 0'
8' 4'
8' 8'
9' Ill
10' 4'
13' V
13' 7'
14' 0'
14' 0'
O
H F
Standard
4' 0'
5' B'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
ill 10,
12, 8'
14' 0'
14' 0'
S P
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
1 10' 2'
10' 7'
13' 5'
1 13' 11'
14' 0'
14' 0'
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
to, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14, 0'
#3
4' V
5' it,
6' 4'
7' 11'
e' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' U'
D F L
Stud
4' V
5' 11'
6' 4'
7' It'
8' 5'
10, 0'
to, 5'
12, 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
to, 2'
11' 0'
11' 9'
14' 0'
14' 0'
Q
#1 / #2
4' V
7' 11'
8' 2'
9' 4'
9' B'
10' 1'
11' 6'
14' 0'
14' 0•
14V01
' 0'
d
S P F
�lStandard
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill
Ill 5'
14' 0'
14' 0'
14'
0'UuF
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9'6'10,
li'
11' 5'
14' 0'
14' 0'
14'
0'O
4' 5'
6' 6•
6' 11'
8' 8'
9' 3'
10, Il'
11' 5'
13' 7'
14' 0'
14'
0'XS
#1
4' 10'
8'0'8'
3'
9' 5'
9'9'11'
2'
11' B'
14' 0'
14' 0'
14
0'd
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
il' 1'
il' 6'
14' 0'
14' 0'
14'
0'c
#3
4' 6'
6' 10'
7' 3'
9'i'9'
7'
11' 0'
11' 6'
14' 0'
14' 0'
14'
0'Dr
L
Stud
4' 6'
6' to,
7' 3•
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14'
0'Standard
4' 5'
6' 1•
6' 5'
8' 1'
8' 7'
to, 11'
11' 5'
12' 8'
13' 7'
14'
0'
Bracing Group Species and Grades)
Group AI
S ruce-Pine-Fir Hem -Fir
#I / #2 Stnndard #2 Stud
#3 Stud 1 1 #3 Stondaroi
➢ou ins Fir -Larch Southern Pinexxx
#3 #3
Stud Stud
Standard Standard
Group Bi
Hem -Fir
#I a Btr
#I
Dou vas Fir -Larch Southern Pinexxx
ai #t
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
"For 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
11
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 Land),
Gable end supports load from 4' 01 outlookers
with 2' 0' overhang, or 12' plywood overhang.
About L Attach 'L' braces with IOd (O,128'x3.0' min) nails.
able Truss X For (1) 'L' bracer space nails at 2' oc.
In 113' end zones and 4' ac, between zones.
ce
afts at
Diagonal brace optloni T)IE
n IS' 2end ,zones eand 6' o.c nbetween 3zones.
vertical length may be
doubled when diagonal 18' 'L' bracing must be a minimum of 80X of web
brace Is used. Connect L member length.
diagonal brace for 690# ( 'L' at each end. Max web Brace Gable Vertical Plate Sizes
total length Is 141, Vertical Len tin No S lice
I Less than 4' 0' 2X4
2x6 better
d q2 or
better diagonal r' Greater a than 4. 01, but 4X4
Vertical length shown braces single 8, less than 12' 0'
In table above.
or double cut
45• (as shown) of L +Refer to common truss design for
upper end, U U peak, splice, and heel plates.
ntinuous Hearing Refer to the Building Designer for conditions
Connect dlagona at t{{Illllfll not addressed by this detail,
midpoint of vertical web, Refer to chart above for max q." e rt'(NaAf length,
..WARNuxa.. READ Arm LLD FaW ALL NOTES ON TVdS, DRAW,Nm .�` j�' REF ASCE7-10-GAB16030
1)(PORTANTu FURNISH TM DRAWING TD ALL CWfRACTCRS 1NCI.UDING THE DISTNJXRS.
Trusses require e.trene care In fabricating, handling shipping. Installing and bracing. Refer to and �` ��CjG'WSfi DATE 10/Ol/14
folio. thv lot@st etatipn of SCSI (Buamng Component Safety Infwmntbn, by TPI and SBCA) far safety
Mactkes prior to performing these functions. Installers shall provide tenporwy bracing per BCSL
ess noted otherwise, top chard shah have properly attached structural sleatHng and bottom hard No �' DRWG A16030ENC101014
shall have a properly attached Igid gelling, Locations shown for permanent latarol restraint of webs f
shall have and
vid Installed per above
and
the
J or BID, ks unless
APPLY Prates to each face
a aF truss
and pasnion as Shawn SCSI@ and an the 7 or BID, a, 1#II@55 noted otherwise.
e. TQ
Refer to drawings 16DA-Z for standard plate positions,
Alpine, a division of Iry DuAding Conponents Group InG shall not be responsible far any deviation from ATE OF
AN RWCfJMPANY tWs drawing, any failure to build the truss In c nfornance with ANSI/TPI 1, or for handling, shipping, .Q Q _ _ _ - - - - --- - -
bistallution e. bracing of trusses -
A seal - this drawing or cover page. Ustkg tNs_ticbwhg,_Indcates-neceptnnc^-ef-pmFass7wgl- rS�
M - _D,=60-�cr
--_.---- mo}n@erkip re aver:„ -solely -iv-- dwsAyr wn-The s-3i fo6ility and use of this drawng * ��
- - few any strucha•e Is the r@spor�&IUCY o F the-Hu0.dnB BeslOner fxr ANSVTPI 1 Sac2. Spa p&�
Eanh City. MO 63045 J page and these web sites ty°4*t !'.G'10&Tptp `t 'i^ a��aa
For awe ell. don see -Pais job's general notes tyf4rt
ALPINE. www.atalnelt..cam, rnb .w.ton,staror SBCN www.sbclndustrvarar ICG'wxwlccsafvoro af.,.. - ,tt4MAX. SPACING 24,0'
Detail
FOr Let=ln—Vertjc--als Gable -Truss-Plate -Sizes
_—.-_.--
A, o,-, + If web has a scab brace, then webs Refer to appropriate Alpine gable detail for
over 48' from Joint to Joint need minimum plate sizes for vertical studs.
to be braced with 'L' or 'T' braces.
Brace is 90% of member length, +)Refer to Engineered truss design for peak,
splice, web, and heel plates.
Gable vertical length ®If gable vertical plates overlap, use a
+ greater than 48' 'L' single plate that covers the total area of
or 'T' brace required the overlapped plates to span the web,
4sspbd + Example, 2X4
2X4 2X8
No 'L' or 'T'
brace required
In lieu of scab brace Gable
vertical length greater than
48' 'L' or 'T' brace required
IT
Relnfo
Memk
Go.
Tr
Provide connections for uplift specified on the engineered truss design,
Attach each 'T' reinforcing member with
End Driven Nallsh
10d Common (0148'x 3.1,min) Nails at 4' o.c. plus
(4) nails In the top and bottom chords.
Toenalled Nails,
10d Common (01481x3%min) Toenalls at 4' o.c. plus
(4) toenails In the top and bottom chords.
This detalt to be used with the appropriate Alpine gable detalt for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, AU015051014, A10015051014, A14015051014,
A13030051014, A12030051014, AU030051014, A10030051014, A14030051614
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC103014, A20030END101014, A20030PED10IM4
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -null - Dr - End -nail
IN
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.
Web 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. SIR #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
"VARNINGim READ AND FOLLOW ALL NOTES ON TICS DRAWING!
swCNP�'FANiww FIFPCSII TICS DRAYI!!fi TO All WiiRACRRS IAltf0D7G THE 3NSTAIJ.ERS.
�T*
REF LET -IN VERT
DATE 10/01/14
Trusses
o: the l ,,=extreme
of U= Gin uR�n fabricating.
SafetySaU�r� lit, b and
� SSBCA)ina @fer to for safety
ys'�O.�,}%lt,.
«�.��':tiaCd°Sb'`•��:-.�
es prior to performing these functlonm Installers shall provide temporory brnMp per DC.SI.
Unless noted otherwise. top chord shad have properly attached seructurat shenthln9 and bottom chard
=. Na "716% _
Via; =t =
DRWG G$LLETIN1014
v V
�!T ��(� t7�
I 0 lull\vl l
shall have a properly attached rind celtlhp, Locations shown for permanent lateral restraint of webs
J or De as apptruble. Apply plates to each face
shod have and
of truss arm bracinginstalled aperm HCSI sections the
I as shoes above and on the Joint 210. as, hnhlele rated ogi plate
position
-la- STATE OF ^�
., c �'+�
!'L—
Refer to draw 1GOA-Z far standard
hga plate positions.
y`'aCaNAI:�O
AN ffWCOMPANY
Atpine, a division of IFV Puking Components Group Line, shott not be responsible for any deviation from
this drarhg, any folure to bW.d the truss in conformance with ANSVTPI L or for handing.
a:xzxhma�
shipping,
Ihstatlatlon L bracing of trusses,
cA915aS8if5e82,FaP691389f&
MAX. TOT, LD, 60 PSF
A weal on It& drnwbq or cover pa Usthg this drawb)p, Indicates acceptance oP professivml
erhpNeerinp rewoh:mllLy sdely for tin desip shown Thr sUta::y and terse of this wawbtp
for ap straw. Ia dine the Dddr� admire'
....._... "`-"°"",""
DUR. FAC. ANY
1WLake(rxtDM
a resporuWElly of Pn' ANSVFPI 1 See2.
MAX. SPACING 24.0'
Eat CIV,MOW*
For more information see this Job's generat sofas pogo a�d these .ab sites,
ALPINE eweal eltwconi TPD wepAphstorgl SHCN www ICCh weelccsafe.org
_....e...-.�....._�......
X Hip Frame Details Hip Frame
2;
'R'
tthed
Use this detail for,
ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or
Hip Frame -provided by truss manufacturer,
ASCE 7-10, 160 mph, 30 Mean Hgt, Partially Enclosed, Exp D, or
Hip frame is designed
to provide bracing for flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or
chords of hip frame system where indicated. Flat top
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C,
chords of stepped
hip system must be So. Pine tumber,
Residential, Wind TC DL=4,2 psf, Kzt=1,00
Structura4j.'panels must be properly attached directly
To h0o JYwrlins,
l�
..WAMM" REAR Arm FEW ALL NUM EW TRtB BRAWIIND
wwWMTAWr FUW04 TM DRAWING TO N.L MTRACMRS uMOM TW LiSTALLFRS.
Trusses rtq.1re trene cure 1. fabricating, h¢ndung, shippl g. 6.st.lUng and bracing• R.F.r to andtS�
e, GEN ® %
REF HIP FRAME
fauow tut lntesL amtlan of BCSI CBu9ding Conponent Safety Infarnatbn, by TPf and SBCA> for safety
pr.etkes prior to perForning those iunctlons. Ins2¢Uers shall provide I—POrwy brad per BCSI.
Unless noted otherwise, top chard shoU have properly attached str.rctur¢I sheathing on'� batten hard
shalt have a properly attached r1g1d ceRk* Locatbns eM.n for permanent lnterat restraint oP .ebs.
_
-
—
=
_
DATE 10/01/14
DRWG HIPFR1801014
B7 ar BCD, ns untess no APpIY Wotes to ouch Fact
E InstasM per above
shall have and
sections the
of truss and cin Inn as shorn above and an the Jotnt BIO, , vde Cd noted ather.lse.
Refer to drawings I6OA-Z for standard plate posklons.
S' E OF
�'fl
`
`
AN ITW aOMPANY
Abine, n dlvWon of CTV Hooding Ca+paneMs Group Inc shall not be responsible for a. deviation from
this drnwtng, 9Y XJ! to bued the truss In confor.mnce with ANSf/TPI 1, or fvr hs.ndlir.g, shipping,
hst.11ntseallon 6 bradng trusses.„
l
— --- —
-- -
of
A on this dro. V cover Page IlstMg=this_drntk�g,-Mlcnles-¢txepiance-yE pmf — —
or
--, .P =ANY-faP-tir=daWan-slneri -'Ilse s.�t�71 st OP this dre.kq u
W
. -.' - - -
----
nore Infornatt— see this job's generat notes page and these web sttes.
nA10heltw.coni TPB sew.tpinstorni SBCA. w...sbdndustrvorm IM .w.lccso
Valley Detail - ASCE-7 r0-150 mpl -30'-Mean--Height ncl-ose_d.-_-Exp; C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
)OK Attach each valley to every supporting truss with,
(2) 16d box (0,135' x 3,5') nails toe-nalled for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with+
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
Xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
4
2X4 X4
12 3X4 Valle
12 Max, - Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional. Hip
�-- 8-0-0 max --i Bottom Chord Bottom Chord End Detail Joint Detail
Valley Va
4X4 Toe-+ ailed /
Q%G\pq,
SQP_
20-0-0 (++)
Supporting trusses at 24' o.c, maximum spacing,
llN1U t 11111I/,1,�
-WARM M- REAR NO FOLLOW ALL NUM ON TIES BRAVDQ ���` Afyi ,'�,� TC LL 30 30 40PSF REF VALLEY DETAIL
-WMTMTas RMISN THIS 11RAVIM TO ALL CIINIRACTCRS IICLU➢M THE MSTALLUM
Trusses ragJrextretw rnre h Fn irg C rq, nnr, S. sh4Info Instdgn9 °� braWg. Refer to and � 1� P,r�, .�C DL 20 15 7 PSF DATE 10/01/2014
pirIXnlor the latest editlan of BC21 ®JltlfnO Component Safety infornntlan, by TPi and SBCC1rA)gfor safety �f-
lWesscanoiad othnorraisref t p cF M "halt
tl�Fwive properly atio hed ts�rucwdI h otyhln0 and b�ott- h.,d`� ' g DL 10 10 10 PSF DRWG VAL160101014
sMll nave properly attad»tl Ng�a ceNng Loratbns shorn far pern�ent lotersl restraint of ebs
dshell have M.Cblg lnetaltetl er BCSI sections B3, B7 or B10, as nppucable. Apply plotes to each fore —
��� of truss a d ppaoskkn ae shorn nb.- and an the .loins BetoAs, ntese ratad inerrsv. : / BC LL 0 0 0 PSF
Refer to drarings 160A-Z for t.W.rd ptate p-Mons.
alpine, a dvision of 1TV Bulldng Components Grouupp tnc. slwlt not be responsible for any de„Iatwn from 3rTtiTE OF TOT, LD, 60 55 57PSF
AN R W OOMPANY this d ..1 g ony fo0ure to bu0d ttw truss In conformance rith ANSI/iPi 1, or far hardbv, sNP&g.
InstaUatlan t. bradng of trusses, ^-
A seal on tW d- hV or cover page Usrig t" draring. Mcates nccepionce of pmf—Zonal ��
gteareg re solely for tna aasgl sha.n ti+e suttabuey and usa i ttu d kV i„ ly?' � +'� r ©� w UR.FAC.1.25/1.33 1.15 1.15
13389 Lakefront Drive for orry strvsMe Is thr recparti;m0lty oP tna Buvdp eesl�ter per AISIRf'I I Seel.,.'` l ;
F.aM City, IA063046 For nor. brf.—tion see this Job's general notes page antl these reb sites �, �•,, � ,*L`�v� SPACING 24,0'
ALPMN rrrAd-Itr.canr TPI. e—toh.tarcr SBCM rrr.sbeindustry.orgl TCD endccsafe.org /i.. L9, /TA r n 1 i'� ..v
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0.-
Or 140 nph wind, 30.00 ft Mean -Hot, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purtins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o,c. 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 drawing for olonvback and base truss soecificntlons.
Detail A I Purlin Spacing = 24' o.c, or less
12
Up to 12
4'/a' /\ // I I I I I I I I \\ /\ \ 4'
irun spacing =
24' o.c. max
L—Top Chord Scab <Typical Each End) Flat top chord purtins required at both
ends and at 24' max o.c. spacing In between.
Detail B ' Purlin Spacing > 24' o,c,
Piggyback cap truss slant Walled to all top chord purtln
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 N3 grade scab (I side only at each end)
attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c.
12 Attach purtln bracing to the flat top chord
using a minimum of (2) 16d box nails (0,135'x3,5').
Up to 12 V I I I I \\
I I \\ I I \\ ( I I // I I z4- O.C. max
Top Chord Scab (Typical Each End) Chord Flat top chord purtins required at
Depth both ends, purlin spacing > 24' o,c,
Note, If purtins or sheathing are not specified on the flat top of the base
truss, purllns must be Installed at 24' o.c. max. and use Detail A.
oVARND0- READ AND FOLLAV ALL NOTES (IN TTOS DRAVINGI
.■INPrnTANT■■ FURNISH THIS DRAVVG m ALL. cwTRACTURS umuDDIG THE INSTMiER&
Trusses require extreme care in fobricaVM handling, shipping, Installing and brnci.g Refer to and
folio. the latest editl " of BCSI LD1, component Sol,,information, by TPI and SRCA) For safety
practices prior to performing these functions. Installers chali provide temporary bracing per BCSI.
Unless noted otherwise, top chord shall have properly attached structural smoathlr,g and bottom chord z
shall have a properly attached rigid ce%Ing. Locatlons shorn for permanent lateral restraint of rbs
d �U shall havo brarJng Installed per BCSI sections the
J or lStO,iet as applicable. Apply plates to each Fnce =
IUL_J) of truss aM cpfto Inn all shorn hove sections
on the Joint Details, unless noted Y Pt -se. _
Refer to draeings 160A-Z for standard plate positions. /
Alpine, a division of ITV building Components Grouupp lac, shall rat be sponsible far any tlevlatlon from
AN RW COMPANY this draelno, any failure to build the truss In conformance with ANSI/TPI 1, or for hondgngm shipping, )
Installation L bracing of trusses. -
A -at an this drawina pr cpyer pope Ustino this drank g Indicate$-a«eptanc@- aferaL ,— _ -
t33 eve roni Onve �ony�pt-ructwe-ls t/ce resp-.Ujty of the g Aoft D-Jammer per MISI/IPI 1
Ennh City, MO 63045 for more Infarmotlon see this Job's general notes page and then
ALPINEi eeeAlpMNte.Com) TPL vvetplmstorgl SSCM w sbclndustry.orgl 11
C9
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2> 16d box nails <0.135'x3.5')
and secure top chord with 2x4 k3 grade scab
(1 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 N3 grade 2x4 scab may be replaced
with either of the following, (1) 3X8 Trutox
plate attached with (8) 0.120'xl.375' nails, (4)
Into cap TC S (4) Into base truss TC or <1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0,120'xl,375' nails. Note, Nalling thru holes of
wave plate is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trutox plates For 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face a 8' o.c. with (4)
0,120'xl,375' nalls Into cap bottom chord and (4)
In base truss top chord. Trutox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' <min) APA rated sheathing gussets
(each face). Attach @ 8' o.c, with (8) 6d common
(0,113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord, Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face),
Attach @ 8' o.c. with (6) 10d box nails <0.128'x3'>
Per scab, (3) In cap bottom chord and (3) In
base truss top chord, Scabs may be staggered
4' o.c, front to back faces.
28PB Wave Piggyback Plate
One 28PB wave plgggyback plate to each face
@ 8' o.c. Attach Eeeth to plggtyback at time of
F¢brication, Attach to suppor Ing truss with
(4) 0.120'xl.375' nails per face per ply.
Piggyback plates may be staggered 41 o.c. front
to back faces.
V
rE Or _ -
��tIC1�"
Wit ealla� ��SPACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
I
This detall Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method is desired,
Notes:
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-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
I row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(3iE)
T=reinforce ment, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
(BYO Center scab on wide face of web. Apply (1) scab to each
face of web.
T-Reinforcement
Or T-Reinf.
L-Reinforcement{ or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c, Reinforcing member is
a minimum 80% of web
member length,
T-Reinf, L-Reinf,
Scab Reinf orcement:
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.
"VARNINGD- READ AND FmlOW ALL NOTES ON THIS DwtvnQ TC ILL PSF REF CLR Subst,
"1NPIRTANT" FURNISH n= BRAWM TO ALL CONTRACTORS R CLUBRC THE MST&LERS �� Mq L1 /i�
Trusses rnqulro eatrane care In fabricating handling, shlpphg, instaWng and bracing. Refer to and `�. TC DL PSF DATE 10/Ol/14
follow the {ntact erDtwn of BCSt CBu0.dng Component Sofvty UMornntion, by TPt and S8CA) for safety S Cjl� /J.
pprractices prior to perfornsn9 these Functions. Installers shall provide temporary bracng per BCSL ` G�51�
Unless rested otherwise, top chord shall have properly attached structural sheathing and bottom hw d ` 1� IFIC DL PSF" DRWG BRCLBSUB1014
a shall Imve a Properly attached Hold telling. Locations shown For permanent lateral restratnt of webs
shall Mve brndng Installed per BCSI sections H3, BT or Ble, ns nppllcnhle. Apply pintas to each face 1�
d ILJJ� of truss and position as shown above and on the .Jaunt Detals, unless noted otherdse. $C LL PSF
Refer to drawings 160A-Z for standard plate posttlons _
Alpha, n divtslon of Iry BWl.2 Conponents Group Inc shall not be responslble for on deviation from �'pT, LD. PSF
MI RWQDMPANY Ws draw g, any faRure to b.R the truss to confnrnance with ANSLTPI 1, or for horcAlnR, shippig, �`� ��
inataUation 6 6radrg of trus—
A seal an this drawing or cover page Ustirg) this draeing, hNcates ac-Ptance of professiarul ` 01
Faty0Drive eforprhacneyr�s�t+rr+ecs4praer.PIusbUStyhesdreely for Htlthye odfestighne 1of this drawing
DUR. RAC,sMg ThWr Te
PI Sec2 Dryf
133it0h9CLiakeMfot63045 notes ALPINE,. rw�oulpineltw,ron Information
TP2 w w.tpinskorgi SBCA,t ww�sbdndustryorgi ICOw www.Jccsofo.org EfA4 CN a SPACING
fffff/11111111111111i1
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be Increased for
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12, max length of damaged section
CU = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nall into 2x4 members 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 may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
s
L L
4' o,c,
Typical ~
+ o + o + o + o
o + o + o + o +
—1 2` 1--
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nails:
O = Front Face 2x4 Member - Double Row Stagger(
2x6 Member - Triple Row Staggere
Nail S
,4�,PINE
� u
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18`
975#
1055#
1295#
1415#
Web or Chord
2x4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
e
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
1
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
4
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#
)acing Detail r
—VAMINGas READ AND FOLLOV ALL NOTES ON THIS DRAVDU
..WPORTAM FURNISH THIS DRAWING TO ALL CMITRACTM DCI.UDDO THE INSTALLERS.
Trusses requW xtrehe care In fabriCating, hmndilho, chipping, Inataift and bracing. Refer to and
'Ito. the IatecL Batlon of BCSI (Buadng Conponent Safety Information, by TPI gnat SBCA) for .. ty
_trees prior to performing these functions. Installers shall provltle tehporary bratlno per BCSL
Mess noted otherrise, top chord shall have property attoched structural sheatYdno and bottom chor
Intl have a properly nttochetl 2 c. e1Ing• Locations shorn for permanent lateral restraint of rubs
Si �nll have bro[Ing Initalletl pot B c anc 3
3, B7 or BID, s pWionble. Apply plates to each face
truss and position as shorn above and on the Jdnt Detaft, unless noted othrruse.
rfer to dravings 160A-Z for standard plate positions.
Alpine, a division of 1TW Building Colponents Group Inc. shall not be responsible for any deviation frc
ils draring any falUre to b Ad the truss h colfarnance ." ANSI/TPI L or fw handling, shipping,
:tallntian L brac41g of trusses.
A seat on this dradna or cover bone Ustln this draetnp. Indenter aeoeptnnce_oP_professlornl-
strvacfm e'i^`tFia responslbWty of the M&ng Designer per ANSI/TPI 1 Sea
For more Inforratlan see this Job's general notes page an these reb
ALPINE nralntneltr.conl TP1. rrr.tpinstolal SECA- rrr.sbclndustry.Orgl NCO -
Knlhun
L Distance
SPACING 24.0'
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4I 01 GC MAX. _� LENGTH TGTRIM ILLER
(• EXISTING FILILLER�I
SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
LOCATE VERTICALS AT 4'-0' O.C. MAX,, OR SEE NEXT ❑PTION.
IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
XLATERAL BRACING IS NORMALLY REQUIRE➢ 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' D.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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD -
LOADING -AND ANY TRUSS WEB C❑NFIGURATION FOR_ 24' O,C, MAX.
SPACING AND- 10PSF MAX,- CEILING- LOAD„ WITH THE EXCEPTIONS
AiITTrn IVJ TWTQ lZWlr P'T - - -
T USE THIS DETAIL FORT
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.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
BER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS <IF>4'-0'),
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
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 CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION,
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0.128'x3'> NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLC
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE
FACE ONLY).
..nmoRTANT—�FUFWM its�'nmvANDm TO &L LOW commams DICLUDM TTW uuTr,LL�xs �`'�GI- Ivlqq�.,��✓r REF BC FILLER
Trusses r uW extreme care In fabricating, handling, sin Impp, Installing and bracing, Refer to and \ �,
falow the latest edition of SCSI C13"np Component Safety In by TPI and SEM for safety c Q \aid is E'(,� DATE 10/01/14
pr¢ctices prior to perfo-Ing these functbns. Instalters shall provide tend,00rroo��yy bratlng per SCSL t v �Ys
Urdasc noted otherwise, top chord shag have property attached ctructwal she& ng and bottom N DRWG REPBCFIL1014
shall have a property att chid rlgld retUpermanent ng. Locations shown For lateral restraint of webs
Q ��� stint have and
a Installed per abo sections andan the
J or Det as ogles no Apply plates to each face A -
Q Re trues and Wtion16O as sins+n above plate
to a l Joist natalc, uNess noted othar+tse. F�
Refer W draw 160A-Z for standard plate posltbre.
Alpine, a dvlsbn of ITv BuRdlrp Cwnponedts Group Inc shalt not 6e responsOfle for nnY devbibn F STIEF
AN RWCOMPANY thk drowirp, anY fdlure 4o build the truss to conFornance +Ith ANS[/TPI t, or for hondW.g, shipp4.g. .
Instnllotbrl 6 broeing Of trusses. ,t.
A sent on this drab,g or cover page tlstlng this drnwlny Indicates acceptance of proF'es,lanol %9 �"T°' �Gf
responas,�plt�Iv,�sorely for tins tlesign afia.n. Tn. mata6Wty and use of this arasag ®qe O R 4 Cj�,r�`
13389 Lakefront Odve for�dre - _'_ responsWKy of tno Bu0.�6ng Des7gner per ANS[RPl l Sac2 �ii�+ �Cf (��\l�
Ea,lh City. MO 63045 For more informtlon see this job's general notes gaga and these web sites e�. tLs)y��ii.�V,t`
ly ALPTWj +w+.alnlneltwcnm, TPI, www.tolnstorot SWA www.sbclndustrv.arpt ICO www.1cceofe.om '%44,-- Y ttt
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,
VARMNM-. READ AND FM.MW ALL NO S 1W THIS BMVM
..BPORTANT.. FL MST1TMTBRAYING M ALL CMMCTBRS INCLUMW THE INSTALLM
Trusses r Mlre a t-.. care In fol rkat)rg, handit, shipping, InstolUn9 and bracing. Refer to and
fdlow the latest edition of BCSI (Buldng Component Safety Inform=, by TPI and SECA) for safety
practices prPor to performing these Functions. Installers sMU proWtle temporaryy brndng per BCSL
Unless noted otrar.k., top chord sh It hove properly attachetl structural heatNn9 anal bottom chord
sh.11 have a properly aitnch,d rlgid ce�yp Locntlons sha.n Par permanent lateral restraint of .ebs
�', f� shall have broclrg Installed per SCSI sections 83, 87 or B10, es applknble. Apply plates to each face
J� Il—. of truss aM p..tion as shorn above and on the Joint petals, urA.- noted otherylse.
ILr_7' Refer to dra ings 168A-Z for stondord plate posltb ,
AN ITWCOMPANY tNAllphne, a dvlsion of 1TW BuarBng Components (Irma Inc SMU not be responsible for any �dew�t��ngfron �
instnllot ing, 6roc�ure to bid the truss In confornonce .M ANSI/TPI 1, or for handU
s.
A Seal on tNs drinibm or Coof aver Mo. Ust6g !Ns drneNg,.tndcates.occeptaru_r_of- --- — �.�
73389 LakeBont Orive for —any structure Is tam responsb0.lty of the BWtdng geslgner per ANSVW1 I SCcZ
Eadh City. MO 63945 For more InfarnoGon see thk job's general notes page nM these .eb Itas-
ALPINE .....tphelt..canl TPIr ....tpinstorg, sacA ew.sbc mdustryar9, ICG
OF
TOTAL TOP CHORD
LOAD NOT TO
EXCEED 40 PSF
+(DEAD PLUS LIVE)
DUR, FAC. 1,15/1.25
SPACING 24'
REF 2X4 SCAB O.H.
DATE 10/01/14
DRWG OHSCB2X41014
T
Elk
TYPICAL
TOP LIVE LOAD:
TOP DEAD LOA[
BOTTOM DEAD I
TOTAL:
STRESS
WIND DESIGN: h
ASCE 7-10 MA
**WARNING** Read & F,
Furnish this drawing to all
K
GG,EJ W
End Jack (EJ
12 (2) 16d TOE NAILS SCISSORS BOTTOM CORD
VARIES Leveled Jack (BJ) _
OPTIONAL
(2) 16d TOE NAILS
8-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
N.T.S.
12 (4) 16d NAILS
VARIES See Connection Detail
OPTIONAL WEB CONFIGURATION
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
SET INSTALLATION
)ING (P.S.F.)
TILE: SHINGLES:
20 20
15 7
10 10
45 37
1.25 1.25
160 MPH PER
z4° O.C.
N all notes on this drawing.
itractors including the installers.
—(4) 16d NAILS
See Connection Detail
m W
(BJ) v 0
m _a CONNECTION DETAIL
(2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
G� 2x4 SYP Nailer 16" Long
Goc�L 6-G• MAx. Top & Bottom use 16d
�o, Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
OPTIONAL WEB CONFIGURATION
1-- 12
VARIES ✓ (4) 16d NAILS
B See Connection Detail
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
e0y9ai6i41itp0�®t
o �
® No
STATE
q
o
r
OF 441
R 1�\�e�a
111901511
MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182