Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutTRUSSRANEY COMPONENTS
ai1Ci( 19900 Independence Blvd.
Groveland, FI 34736
omponents, LLC one: (352)429-9429 - (352)429-0304 - Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS004
Printed: Fri, Oct 27 2017
goo inrormarion:
Address:
FOR Name and License Number.
,ustomerName:
Creekside Lot 4
)R Horton
3147 Tidewater Cir
lescription:
City, State, 27p:
�EAB Aria "C'
Fort Pierce, FL
L din Information
oa g
Root Loads:
Floor Loads:
TC Live: TC Dead:
BC Live:
BC Dead:
TC Live; TC Dead: BC Live:
BC Dead:
20
7
0
10
0
0
0
0
Bldg. Code.
Wind Sid:
Wind Speed:
Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C w/M
Pages or sheets covered by this seal from: 1 thru
22 Total 22
# DESCRIPTION SEQNO #
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO
1 Al 2
AtA
3
A2
4
A3
5 A4 6
A5
7
A6
8
A7
9 A8G 10
A9G
11
B1
12
B2GE
13 CiGE 14
Mvi
15
MV2
16
V1
17 ER 18
EVA
19
BJ5
20
8J3
21 BJ1 22
0J7
SO
4
Digitally signed by Manuel Martinez
i DN:c=US, o=ldenTnut ACES Business
nuelRepresentative,
ou=M AND E
' ASSOCIATES P.A, m=Manuel Martinez,
0.92342.1920 D300.100.1.1-AO 10980000
•
0014B4CFKBFE960000211F
Y50:48 -04'W
IDate:20t7.10301
��Adobe Acrobat DC version:
&
2015.006.30352
TMltetsEk eory okCizvtdsz zi ad madualadby IlAas-AManincz•,
m. tk.p4at!2{dn the ax,s!tiv'an vf,±!�g a 514A,L
acttenfiase- ~
t�tad c�ieta#tt�s �uc.a�: n5t co�Aa�'a8 38nasi srod :sal4d
M the BHA.•I rnt c'a93 esralc'n ti{4`av r3fd�f �i1u rc1cUn7tn
—ins.. ..
Page 1 of 1
a•
�iAe 1co
Job Number: 136DC3004
Ply: 1
SEQN: 692773 ! T11 / COMN
R
4EAB Aria "C" /DR Horton MEAB Aria "C"
I
Qty: 8
FROM: AH
DRW:
Truss Label: Al
Wgt: 221.2 Ibs
/ ...
10/27/17
T10" 144"7
19'4" 24'3"9 30'10" 38'8"
T10" 6'67
4'11"9 4'11"9 6'6"7 T10"
E=5X6
13X4 D Fa3X4
12
6 p
o
(a) 1�1 5X6
05X6C
(a) (a) G
=4X6(A2) B
A
H=-4X6(A2)
I
P
O N M L K J
912X4
=3X6 =3X4 =3X8 =3X4 =3X6 1112X4
4W4I
5'0"l 4'0
5941 3114
1�
77'88""1112'
4011 47 2831"2
8'82
'
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. Udell U# LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.168 L 999 240 B 1606 /692 / 936 ! - / 433 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.367 L 999 180 H 1606 / 692 / 936 / - /-
18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.070 J - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.153 J - - B Min Big Width Req = 1.9
NCBCLL: 0
Mean Height: 15.00 ft
Code / Misc Criteria CreepFactor: 1.5 H Min Brg Width Req = 1.9
Soffit: 2.00
2.0
TCDL: 4.2 psi
BCDL: 5.0 sf
P
Bearings B & H are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.615 9 g
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.548 Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.616
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
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: 17.01.01A.0723.13 A - B 27 0 E - F
B - C 1398 -2866 F - G
1083 -1835
1219 -2327
"Lumber
C - D 1219 -2326 G - H
1399 -2867
Value Set: 13B (Effective 6/1/2013)
D - E 1082 -1835 H -1
27 0
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
B - P 2484 -1085 M - L
1989 -774
j P- O 2481 -10M L- K
2482 -1092
Bracing"
(a) Continuous lateral restraint equally spaced on
O - N 2481 -1084 K - J
N - M 1988 -750 J - H
2482 -1092
2485 -1092
member. Or 1x4 "T" reinforcement. 80%length of��
�,#�°�-
�
web member. Same species & SRB grade or better,
°r� wig,
"
attached with 8d Box or Gun (0.113"x2.5",min.)nails
Maximum Web Forces Per Ply (Ibs)
, "
@ 6" oc.
a Webs Tens.Comp. Webs Tens. Comp.
No 047142
P - C 289 -13 M - F
457 - 710
Tray Scab(s)
% C - N 388 - 565 F - L
476 - 204
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
- N - D 475 -204 L - G
388 -565
scab to face of chord with: Nails @ 8" oc, plus
BRG.: heel: 1stSTATE
' D - M 457 - 709 G - J
289 -15
additional nail clusters at: (0), (0),
(0).
E - M 1320 -720
panel point:
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
' p�
clearance.
�' . •
y- ,—
Wind
40t31 3E FF 55,81,80 BB 7F48 00 99:2E 95 FB
Member design based on both MWFRS and C&C.sieenrfelz
sgnad�a8x�al°dbgtAas3lAaetz,
$FL, tPr..Gtii292(�rna�axF3JwivnaEtw�it^.'tngs3N�i
4°Ij t1�1$iSYt�i}ff5 t�o.'CT2i:Ei�9 Li+Yt LT.fiFt3SY7T-uY�'f11F3s.�3'� Sialdltf
;�E ttrz.'Lag.R9tant�tcaair:�et^tuC�rat3f�.:.tao am•�dcctmra3:: .
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating9 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
for to these functions. Installers
Component Safety Information, by TPI ana'SBCA) safety practices prior performing shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
(fifer
as applicable. Apply plates to each face of truss and positionl
as shown above and on the Joint Details, unless noted otherwise. to
drawings 16CA-Z for standard plate positions.
AI ine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in ANSI 1, for handling installation bracing trusses.A seal on this drrawing
conformance with or shippirilq,
and of or cover page, ,
listing this drawing indicates acceptance of prot'ession
and use of this drawing for any structure is the responsibility
I engineering responsibility solely for the design shown. The suitability
of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'oUs general notes pacie and these web sites: ALPINE: www.at ine!hw.com: TPI: www, inst.o ; SBCA wwwsbandu .corn; IM www.iccsafe.org
Job N!; ber: 136DCS004 Ply: 1 SEQN: 692775 / T22 / COMN
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: A1A Wgt: 257.6 Ibs .. / ... 10/27/17
�19'4�" 2478
'r;:1 1 31 12
7'10" 14'4"8 iT10"4 2�_1'1"1�2 30'10" 388"
7'10" 6'6"6 3'S"12 r 1�9"1� 6'6"8 7'10"
F=5Xfi
I92X4 �3X6 E26X10 63(4 6X4 =5X10 =3X8 16(4
L7' 7'8"13 4'3"3 2'2"12 3'9"4 3' 3'S"4 2'2"12 4'3"4 7'8"12 1�
f T813 12' 14'2"1 18'�, 21' 24'S"4 26'8" 30'11"4 38'B"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.87 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (P9,Pf in PSF)
DeflICS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.180 O 999 240
B 1523 1690 / 935 / - / 433 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.416 O 999 180
J 1523 1690 / 935 1- / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.092 L - -
Wind reactions based on MWFRS
HORZ(TL): 0.213 L -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 1.5
J Min Big Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI:. 0.584
Bearings B & J are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.557
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.834
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 17.01.01A.0723.13
A - B 27 0 F - G
1406 -2320
B - C 1395 -2690 G - H
1351 -2379
C-D 1211 -2132 H-1
1211 -2132
D - E 1337 - 2330 1- J
1395 - 2690
E- F 1372 - 2263 J- K
27 0
'. .
40015A38 f`F 58 8180 BB7F48 00 99 2E 85 FB
M lsa t as 8ttecseVd waizi by PCBW ttl*r;
aszthentlraacaals,
E�r�tsz�a er�ins�rcf� sirr�:xm: araxcazra�f£crad n:xxaa toad
wt tl .=:.-"as�3aenf a9f asec 9e msave axe:msrliiaef:marp c�sctrmr
plus:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - U
2327 -1081
P - N
12 -6
U - T
2324 -1081
N - M
2324 -1090
T - S
2324 -1081
M - L
2324 -1090
S- R
12 - 5
L- J
2327 -1091
Q - O
1847 - 646
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
U-C
293 -12
F-O
962
-619
C-S
390 -581
O-P
36
-2
S - D
247 -681
O - G
140
-44
S - Q
2129 - 871
O - H
509
-227
D- Q
331 0
O- N
2190
- 920
E-Q
149 -42
H-N
312
-796
Q - R
45 - 2
N - I
391
- 582
Q - F
935 - 607
I - L
293
-15
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
SCSI. Unless noted o�therwise,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 TO,
AppTy plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
-1 PI 1, or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page,
ie design shown. The suitability
Job Number: 136DCS004
Ply: 1
SEQN: 635711 / T7 / SPEC
4EAB Aria "C" /DR Horton /4EAB Aria "C"
Qty: 2
FROM: AH
DRW:
Truss Label: A2
Wgt: 221.2 Ibs
/ ...
10/27/17
7'10"
144"7 f9' 24'3"9 30'10"
38'8"
7'10"
6"7 4'7"9 5'39 6'6"7 T10"
=5X6 E
03X4 D F,3X4
12
6 p
o
(a)
�4 5X6
�5X6 C
(a) (a)
`'
Cl)
=4X6(A2) B
H=4X6(A2)
P
O N M L K
J
012X4
=3X6 =3X4 =3X8 =3X4 =3X6
1112X4
r1' 7'8"12 4'3"4
2'0"1 10'6"2 2'0"1
4'3"4 78"12
1�
7'8"12 12'
1 14' 1 24'7"1 26'8"
30'11"4 38'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.168 L, 999 240
B 1606 / 684 / 934 ! - / 427 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.367 L 999 180
H 1606 / 684 / 934 ! - / -
/ 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.070 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.153 J - -
B Min Brg Width Req = 1.9
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor. 1.5
H Min Brg Width Req = 1.9
Soffit: 2.00
TCDL: 4.2 psf
BCDL:5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.615
Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.548
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.616
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration:1.60
WAVE VIEW Ver: 16.02.01 D.0314.13
A-B 27 0 E-F
B - C 1379 -2866 F - G
1061 -1835
1199 -2326
Lumber
C - D 1199 -2326 G - H
1379 -2867
Value Set: 13B (Effective 6/1/2013)
D-E 1061 -1835 H-1
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
B - P 2484 -1066 M - L
1989 - 769
P - O 2481 -1066 L - K
2482 -1077
Bracing
40
O-N 2481 -1066 K-J
2482 -1077
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length
1% OW, e ,�
°-"
N - M 1988 -731 J - H
2485 -1077
of
web member. Same species & SRB grade or better,
. sv�. ,
* io
Maximum Web Forces Per Ply (Ibs)
attached with 8d Box or Gun (0.113"x2.5",min.)nails
6" oc.
_ »
Webs Tens.Comp. Webs
, Tens. Comp.
"
P-C 289 -13 M-F
463 -709
TrayScab(s)
eam
Aw
C - N 388 - 565 F - L
476 - 204
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
to face Nails 8"
106
Aw
ft
N - D 475 -204 L - G
389 -565
scab of chord with: @ oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
D - M 463 - 708 G - J
289 -15
panel point: (0).
TT' F »
M - E 1319 -724
1.4
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
#
clearance.
#
�
Wind
40 015A 38 FF 513 8180 857F AS CO 99 iE S5 FIB
Member design based on both MWFRS and C&C.
ThUt npza 7z rnd 6=lad by 3traru-A Mirk ,
�lvtamAwb3 .tetztrs
PE(ai.[<..C$i.t32.t 91&Y.'E�iuA $.tL 8hfa6'itk abaw if iag a SHA.'I
A9..C'fii3t79`xC7S cede.
tea d notmraldmad:mo d clad
ambxhx�3'asadscstka nasmse3amxa7iba dfbdm clecu=k
radius:
"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,
Col Safety Information,
installing and bracing. Refer to and follow the latest edition of BCSI (Building
by TPI and SBCA) for safe
bracing per BCSI. Unless noted otherwise, top chord shall 4ave
y practices prior to performing these functions. Installers shall provide temporary
properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral
applicable. Appty to face truss
restraint of webs shall have bracing installed per BCSI sections
the Joinf Details,
B3, B7 or 610,
(2efer to
as plates each of and position
drawings 160A-Z for standard plate positions.
as shown above and on unless noted otherwise.
Alpine, a division of ITW Buildingg�Components Group Inc. shall
truss ANSI PI 1, for handling
not be responsible for any deviation from this drawing any failure to build the
installation bracing trusses.A this drawing
in conformance with or shipping,
listing this drawingg indicates acceptance of professiona
and of seal on or cover page_ .
engineering responsibility solely for the design shown. The suitability
and use of this 7iawing for any structure is the responsibility
of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes pageand these web sites:
ALPINE: www.al ineftw.com; TPI: www. inst.o ' SBCA www.sbcindu .wm'
ICC: www.imsefe.ong
Job Number: 136DCS004 Ply: 1 SEQN: 635709 / T6 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A3 Wgt: 236.6 Ibs / ... 10/27/17
2 "+ "4 300" + 38W4112 ~44'B2'95 412 T10"T10'
25X6 --5X6
E F
ih
3(A2)
162X4 m3X6 =4X10 =3X4 =4X10 m3X6 p12X4
�1' 7'8"13 4'3"3 22"12 5'1"4 5'1"4 2'2"12 4'3"3 78"13 11
7'8"13 12' 14'2°1 19'4" 24'5 4 26'B" 30'11"3 38'8"
Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): 0.164 G 999 240 B 1626 / 694 / 940 / - / 385 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.355 G 999 180 1 1626 / 694 / 940 / - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: CHORZ(TL): 0.152 K - - B Min Brg Width Req = 1.9
Mean Height: 15.00 ft
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.9
TCDL: 5.psf Bearings B & I are a rigid surface.
MWFRS Parallel Dist: h/2 to h
Soffit: 2.00 BCDL: .0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 9
Load Duration: 1.25 TPI Sid: 2007 Max BC CSI: 0.555 Bearings B & I require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.773
Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1417 -2316
Lumber B - C 1467 -2911 G - H 1282 -2362
Value Set: 136 (Effective 6/1/2013) C - D 1282 -2361 H - I 1467 -2912D - E 1417 -2315 1- J 27 0
Top chord 2x4 SP #1 E - F 1140 -1832
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
i ,[ B - Q 2524 -1149 N - M 1800 -699
Loading+ Q - P 2521 -1149 M - L 2522 -1178
Truss passed check for 20 psf additional bottom +I" ► P - O 2521 -1149 L - K 2522 -1178
chord live load in areas with 42"-high x 24"-wide ,' + O - N 1800 - 677 K -1 2525 -1178
clearance.
�' Maximum Web Forces Per PI Ibs
Wind s Y (Ibs)
Member design based on both MWFRS and C&C.
• Webs Tens.Comp. Webs Tens. Comp.
w° Q - C 292 -13 N - F 269 -195
C - O 391 - 573 F - M 751 - 502
' .
-1-0 283 - 256 M - G 283 -256
STATE � ��. O - E 749 - 502 M - H 391 -573
E - N 270 -196 H - K 292 -15
40 01 5A 38 FF 56 8180 66 7F48 00 99 2E 85 FB
Thit item Y:xs been xkamtka*epp dwJ scaled by kAn , Jkurtincs,
?E (&l. itc.C�iT:HZl anCia @a4c stmeirsarxa�a tr'ng a SHA>i
au^thertica3izes st ~tin
eva�tad zrup�szct'this docer�ratam nc�t crosaidcaed s�nr¢s arsd seated
and rise 5z�awT autkientsattst�zade nr�t La acdtsd � acrpdectmnis
caa�ias.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryv
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
i�id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
11e.- Appfyr plates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to
a division of
for any
its drawing,any failure to build the
on this drawing or cover page
re design shown. The suitability
these
Truss Label:
Arba'C" //DR Horton MEAB Aria "C" I Wgt 239.4 Ibs I FROM: AH 707 / T5 /HIPS I DRW % 10/27/17 I
7'10"
12
6
05X6
1 4X6(
Ajg
19'4" 23'8" 4'�"'.,,10 30'10" 38'8"
4'4" 4'4" �"10 6'4"6 + T10"
-5X6 1112X4 =5X6
E F G
112X4 D H 112X4
k-5X6
m
I
f7
J=4K6(A2)
F1'
R
112X4
7'8"12 4'3"
7'8"12 12'
Q P O N M
=3X6 =3X8 =3X8 =3X8 =3X6
2'2"12 5'1"4 5'1"10 2'2"6
14'2"1 U4" 24'5"10 26'8"
L
1112X4
4'3"4 T'8 2
30'11"4 38'8"
1�
Loading Criteria (pst)
Wind Criteria
Snow Criteria (Pg,Pt in PSF) DefllCSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U#
Loc R / U /. Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.164 F 999 240
B 1612 / 696 / 938 / - / 345 18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.357 F 999 180
J 1613 / 697 / 938 / - /-
/ 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.070 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
HORZ(TL): 0.153 L - -
B Min Brg Width Req = 1.9
NCBCLL: 10.00
TCDL: 42 sf
p
Code / Misc Criteria Creep Factor: 1.5
J Min B Width Re
r9 q = 1.9
Soffit: 2.00
BCDL:5.0-psf
Bldg Ca
g de: FBC 2014 RES Max TC CSI: 0.612
Bearings B & J are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.554
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.624
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01 D.0314.13
A - B 27 0 F - G
B - C 1497 -2882 G - H
1270 -2048
1465 -2279
Lumber _
Value Set: 13B (Effective 6/1l2013)
C - D 1313 -2332 H -1
1314 -2335
D - E 1465 - 2276 I - J
1497 - 2882
Top chord 2x4 SP #1
E - F 1270 -2048 J - K
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "1313" uses design values
Chords Tens.Comp. Chords
Tens. Camp.
approved 1/30/2013 by ALSO
Loading
MAP
R-Q 2495 -1184 N-M
2496 -1213
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wider;+
Q - P 2495 -1184 M - L
P O 1933 L J
2496 -1213
2499
clearance.
6
- -792 -
-1213
V" -
Wind
No
0'
Maximum Web Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
'ft
Webs Tens.Comp. Webs
p'
Tens. Coin P�
R-C 291 -13 O-G
260 -171
ow, om
C - P 393 - 572 G - N
709 - 542ox
,
il 0 " SE
D - P 349 -231 N - H
P-E 710 N-1
345 -230
391
* Ai
-545
-571
as v.
E - O 259 -171 I - L
291 -15
F-O 210 -232
40015A 39 FF5681BOBB7F4800992E85Fla
akhIternh24bomcrac sd nad'ass9zaa1adWMas eMarttnes,
E(A.M047.t971 an thea swkkl
azzhent muzn di
tad"pin ofthisdwsxs:Awenot awzJ&and tqnedand=lad
and the S�5b2 av9hc t1coLmcede muse taawarifttd en mydectrark
ta'vim:
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing InsTalled per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc; ,shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIffPI 1, or for handling shipping, installation and bracing of UUSSes.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pro�es�sionA 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.
•
Job Number: 136DCS004 Ply: 1 SEQN: 635705 / T4 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW.
Truss Label: A5 Wgt: 215.6 Ibs .. / _.. 10/27/17
T "9 13' 19'4" 25'8" 30'97 38'8"
T10"9 5'1"7 6'4" 6'4" 5'1°7 7'10"9
=6X6 1112X4
TD E im 6F
12
6 �3X4C C' g3x4
\V10
co
r•
=4X6(AA2) B H=4X6(A2)
P O N M L K J
012X4 m4X6=3X4 =3X8 m3X4=4X6 1112X4
7'8"13 4'3"3 1' 6"" 6'4" 1' 4'3"3 7'8"13 1�
7'8"13 12' 13 19'4" 25'8" 26' " 30'11"3 38'B"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Lac R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.176 E 999 240 B 1616 1699 / 931 / - / 304 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1616 / 699 / 931 / - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 J - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.154 J - - B Min Brg Width Req = 1.9
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 1.5 H Min Brg Width Req = 1.9
NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 9
p TPI Std: 2007 Max BC CSI: 0.513 Bearings B & H require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: hJ2 to In
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.412
Loc. from endwall: not in 9.00 it FT/RT:20(0)/l 0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1435 -2373
Lumber B - C 1531 -2878 F - G 1387 -2425
C - D 1387 -2424 G - H 1531 -2879
Value Set: 13B (Effective 6/112013) D - E 1435 -2373 H -1 27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B - P 2493 -1213 M - L 2103 - 949
P-0 2491 -1213 L-K 2491 -1242
Loading O - N 2491 -1213 K - J 2491 -1242
Truss passed check for 20 psf additional bottom N - M 2103 -920 J - H 2494 -1243
chord live load in areas with 42"-high x 24"-wide`'
clearance. ' �# "
, Z - Maximum Web Forces Per Ply (Ibs)
Wind Webs Tens.Comp. Webs Tens. Comp.
Member design based on both MWFRS and C&C. + P - C 263 -14 M - F 388 -236
C - N 369 -487 F - L 483 -224
D - N 482 -225 L - G 368 -488
ft D - M 388 - 236 G - J 263 -16
E-M 301 -376
CY
.
�.
ON
SERIAL
40 01 SA 38 FF 50 8130 85 7F49 00 99 2E'85 F8
ThU itemttas bem cledm9ciAo i$pad =6 sealed by rAwf jmzrtrae3,
a€ (a, tie.a•Sa.Ssz! �, O,�ssata ahawr$ aba�s uslag asNSwi
a,,-thentacazE� axrd a.
Pttgtcu c��s,zdYf�s dstarm stet ccrui�,ixad sagas*dar,� saa�u
aad the-S,rl maent"Sa tcede mmt ba acdf'sed m avy dectwnk
rs�ias:
*"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingp handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI and'SBCA) toF safety practices prior to performmg these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinComponents 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 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 ANSI/TPI 1 Sec.2.
For more information see this'oUs general notes page and these web sites: ALPINE: www.al ineitmoom: TPI: www. inst.o ; SBCA www.sbcindu .com; IM www.iccsafe.o
Job Number: 136DCS004
4EAB Aria "C" /DR Horton MEAB Aria "C"
Truss Label: A6
I
Ply: 1
Qty: 2
Wgt: 218.4 Ibs
SEQN: 635703 / T3 / HIPS
FROM: AH
DRW.
1 ...
10/27/17
11'
61
2
"23
'1"1
9
76 0
3818"19
3'1"8
24
8TT11006
7'10"8
i 6X6
112X4
=5X6 112X4
1a6X6
D
E
F G
H
T 6 12
(� �3X4C
I�3X4
T
0
oCD
M
1=4X6(A2)B
A
Jm4X6(A2)
K
�3
S
R Q
P
O
N M L
1112X4
=-3X4=3X6
==3X8
==3X8
=3X6=3X4 1112X4
1' 7'B"12
f'
3'3"4
4'6"1
5'7"12 4'6"3 1'
7'8"12
1'
7'8"12
11'
16'6"1
22'1"13 26'8" 27' "
38'8"
1,
334
I
3�'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 loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.173 F 999 240
B 1523 / 701 / 918 ! - ! 263 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.399 F 999 180
J 1523 1701 1918 / - /-
/ 8.0
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): 0.065 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.149 L - -
B Min Brg Width Req = 1.8
NCBCLL: 00
Mean Height: 15,00 ft
Code / Misc Criteria
CreepFactor. 1.5
J Min Brg Width Req = 1.8
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.602
Bearings B & J are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.504
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 it
Rep Factors Used: Yes
Max Web CSI: 0.421
Loc. from endwall: not in 9.00 ft.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 16.02.01D.0314.13
A -B 27 0 F - G
1604 -2475
Lumber
B - C 1561 -2676 G - H
1604 -2475
C - D 1499 -2347 H - I
1499 -2347
Value Set: 13B (Effective 6/l/2013)
D - E 1604 -2475 1- J
1661 -2676
Top chord 2x4 SP #1
E - F 1603 -2475 J - K
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Chord Forces Per Ply
Lumber value set "l3B"
uses design values
9
Chards Tens.Comp. Chords
Tens.Camp.
approved 1/30/2013 by
ALSC
B - S 2312 -1238 O - N
2048 -1059
Wind
Member design based on both MWFRS and C&C.�a
��
AP "
S - R 2309 -1238 N - M
R - Q 2047 -1029 M - L
2048 -1059
2309 -1267
e
Q - P 2047 -1029 L - J
2312 -1267
P - O 2493 -1298
._
NO 71
Maximum Web Forces Per Ply (Ibs)
wZ
Webs Tens.Comp. Webs
Tens. Comp.
aso
S - C 236 -19 F - O
88 -93
,
Oj
C-R 332 -417 G-O
D- R 397 O- H
242 -279
606
-25B
D P 606 H M
-379
397
- -379 -
-258
E - P 241 -279 M -1
P-F 88 -94 I-L
331 -416
235 -21
40 015A38 Ff 58 8180 8137E 48 00 90 2E 95 FB
Stair limmhaatcc»ekcr ys wad zatualadby rit za lMartbams,
:?s. (FL. a
asaffiiersbsaemda.
aasatad ct5xsmrrfs cunt•.•.<.r arm notasnsacd �and.sa4ad
and th¢�A 'S auiffim�ticrtccsaec�lmra+nt izamarbftedratarsy adaztrmtsk
rarylm.
-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) safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insiailed per BCSI sections B3, B7 or B10,
as applicable. Apply plater 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 Buildingp 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 rofessiona engineering responsibility solely for the design shown. The suitability
and use of this q�awing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Job Number: 136DCS004 Ply: 1 SEQN: 635701 / T2 / HIPS
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A7 [Wgt:214.2lbs / ... 10/27/17
f' 7'8"12 �9' , 14'3"12 19'4" 244"4 + 29'8" 30'1�"4 38'8" i
7-8"12 1'3"4 5'3"12 50"4 5'0"4 5'3"12 1'3" 7'8"12
o5X6 =3X4 m5X6 m3X4 Z5X6
D E F G H
l� R Q P O N M L I`
=-3X4 =3X6 =3X4 ==-3X8 3X4 ==-3X6 =3X4
F1' 7'10"8 4'1"8 2'0"4 5'3"12 5'3"12 2'04 41"8 '7'10"8 1�
7'10"8 12 14'0"4 19'4" 247°12 26'8" 30'98 38'8"
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: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bet chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf In PSF)
Deft/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.222 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.513 F 898 180
Snow Duration: NA
HORZ(LL): 0.070 L - -
HORZ(TL): 0.160 L
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.556
TPI Std: 2007
Max BC CSI: 0.559
Rep Factors Used: Yes
Max Web CSI: 0.478
FT/RT.20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
40 01 5A38 FF 58 8180 BB 7F48 00 99 2€ 85 FB
TUU lie hm bz'm d wd Word by t to .l kurttacs
?£ E&i.. th..C#Y?.&2I cntA¢da3E.shuwn a6mse Ming a SNR•3
ati2hcrittra�saw,.ade,
P'isatsd c"eafttus docrrzaat ms not cns+Y&mds nrriand;salad
and ttae Esa-Z autrientkat�=c*de mutbe aevdif dmaayd"Indnk
=ias.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1523 /703 /900 /- /222 /8.0
J 1523 /703 /900 /- /- /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.
Y
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1927 -3075
B - C
1593 - 2686
G - H
1802 - 2842
C - D
1758 -2638
H - I
1758 -2638
D - E
1802 - 2842
1- J
1593 - 2686
E- F
1927 - 3075
J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - R 2323 -1266 O - N 2873 -1554
R-Q 2187 -1142 N-M 2187 -1172
Q-P 2187 -1142 M-L 2187 -1172
P - O 2873 -1543 L - J 2323 -1295
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - R
400 - 328
O - G
273
-155
R - D
491 -422
G - N
355
-484
D - P
883 - 527
N - H
883
- 527
P - E
355 -484
H - L
491
-422
E - O
273 -155
L - I
400
- 328
F - O
198 - 265
`"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, bVy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryv
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing msialled per BCSI sections B3, 67 or 610,
e. Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
any
of the
failure to build the
g or cover page
. _
in. The sui bdlty
SBCA:
Job Number: 136DCS004 Ply: 1 1 SEQN: 635721 / T10 / SPEC
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: A8G Wat: 226.8 Ibs I I ... / ... 10/27/17
�
19"1
2' 2
7'
12'8
17'64 19W 26' 31'8" 38W
7'
5'8"I
4'10"4 1'9"1 4'10"4 548" 7'
II16X8(R)
1113X4
=5X6 =8X8 =5X6 1113X4 !lI6X8(R)
12
C
D
TC2 E F G H TC3 I
T 6�
0
T
=4X6(ABA2)
j
J=4K6(A2)�
1
S
R Q-
P N M- 6 L
1113X4
=4X6
1114X6(R) 1114X6(R) =6X8 1t3X4
T112 4'10
771"12 12'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 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 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bet chord 2x4 SP #1
Webs 2x4 SP 93
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TC- From 56 plf at -1.00 to 56 plf at 7.00
TC- From 28 plf at 7-00 to 28 plf at 19.33
TC- From 56 plf at 19.33 to 56 pif at 31.67
TC- From 56 plf at 31.67 to 56 plf at 39.67
BC- From 4 plf at -1.00 to 4 pif at 0.00
BC- From 20 plf at 0.00 to 20 pif at 7.03
BC- From 10 plf at 7.03 to 10 plf at 12.00
BC- From 10 pif at 12.00 to 10 pif at 19A6
BC- From 20 plf at 19.06 to 20 plf at 26.67
BC- From 20 plf at 26.67 to 20 pif at 38.67
BC- From 4 plf at 38.67 to 4 plf at 39.67
TC- 200 lb Conc. Load at 7.03
TC- 171 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06
TC- 174 lb Conc. Load at 19.06
BC- 513 lb Conc. Load at 7.03
BC- 127 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06
Wind
Wind loads and reactions based on MWFRS_
5' 12'8"
8" 5'1"12 3'0"8 5'1"12 8" 4'10"4 7'1." 1
2 17'9"12 20'& 26' 6 31'6"4 38'8"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.080 S 999 240
B 1513 1747 / - 1- 1- / 8.0
Lu: NA Cs: NA
VERT(TL): 0.188 S 999 180
O 2910 / 1365 / - / - ! - / 8.0
Snow Duration: NA
HORZ(LL): 0.024 P - -
N 415 / 134 / - / - / - 18.0
HORZ(TL): 0.058 P - -
J 401 / 193 / - / - / - 18.0
Code / Misc Criteria
Creep Factor. 1.5
Wind reactions based on MWFRS
Bldg Code: FBC 2014 RES
Max TC CSI: 0-528
B Min Big Width Req = 1.8
TPI Std: 2007
Max BC CSI: 0.734
O Min Brg Width Req = 3.4
Rep Factors Used: Yes
Max Web CSI: 0.785
N Min Brg Width Req = 1.5
J Min Brg Width Req = 1
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Bearings B, O, N, & J are a rigid surface.
Plate Type(s):
Bearings B, O, N, & J require a seat plate.
WAVE
VIEW Ver: 16.02.01D.0314.13
$TAT Fi OF
40 015A38 FF 58 8180 BB 7F 49 00 99 2E 95 FB
Thu lkombmbekam&o4Mpad FA2r 1Marttn=
P£ (ri.. Lk."7192.1 "the WA r.
aiat3tent�atiara�a.
ftblcdccPdasa4tfitdwmnlrAwonot craasideradd r3and=and
and the.: '.a4.2 xrdi+antuat4�"tcie nr t b4vrdficd maaydcctrar&
coplas:,
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp -
A - B
27 -20
F - G
1348
-646
B - C
1346 -2721
G - H
569
-263
C - D
1070 -2170
H -1
569
-263
D - E
1068 -2169
I - J
138
-296
E - F
169 - 365
J - K
27
-20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S
2366 -1147
O - N
610 -1294
S - R
2396 -1154
N - M
258 - 97
R - Q
2396 -1154
M - L
258 -97
Q - P
495 - 243
L - J
246 -103
P - O
219 -453
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - S
720 -158
F - O
1063
- 2237
C - Q
101 -270
O - G
420
-769
D - Q
506 - 645
G - N
896
- 427
Q - E
2059 -1015
H - N
256
-321
E - P
878 -1556
N - I
347
-798
P- F
2025 - 968
L- I
282
0
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s reqquire extreme care in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, b TPI anf7 SBCA) to)safety practices prior to pertormrng these functions. Installers shall provide temporary
er BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheaihinp and bottom chord shall have a properylr y
riggid ceiling Locations shown for permanent�lateral restraint of webs shall have bracing insTalled per BCSI sections 63, 67 or 610,
icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to
)s 160A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing, indicates acceptancefe of prossional engineering responsibility solely_for the design shown. The suitability
any
Job Number: 136DCS004 Ply: 1 SEQN: 635699 / T19 / HIPS
4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 1 FROM: AH DRW.
Truss Label: A9G Wgt: 215.6 Ibs / ... 10/27/17
7' 7' 56""4h I 2 +338'8"
64 942 669"112 14 + 7'
11
m6X8 a7X8 m6X8 m6X6
TC2
12 C—avar"•s D E F TC3 G
PPPPP'
M 0 0 h-
P O N M L U 'K J
1112X4 m5X6oH0308 =6X12 mH03O8m5X6 1112X4
264"i 12W
1' 6'10"4 5'4" 1'9"1 5'4" 5'4" 1'9"1 5'4" 6'10"4 1'
} 6'10"4 12'24 + 14' 19'4" F 24'8" F26'5"12 31'4"12 387
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.87 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W4, W6 2x4 SP #1:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
("")1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #1 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
fi
to
(10(B3)
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.154 D 999 240
B 1764 / 813 / - / - ! - / 8.0
Lu: NA Cs: NA
VERT(TL): 0.359 D 879 180
Q 4124 11841 ! - / - / - / 8.0
Snow Duration: NA
HORZ(LL): 0.044 M - -
H 228 / 127 / - 1- 1- / 8.0
HORZ(TL): 0.102 M - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 2.1
Bldg Code: FBC 2014 RES
Max TC CSI: 0.767
Q Min Brg Width Req = 4.9
TPI Sid: 2007
Max BC CSI: 0.875
H Min Brg Width Req = 1.5
Rep Factors Used: No
Max Web CSI: 0.728
Bearings B, Q, & H are a rigid surface.
Bearings B, Q, & H require a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE, HS
VIEW Ver: 16.02 01D 0314-13
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 - 20 E - F 875 -1944
B - C 1494 - 3272 F - G 1883 - 836
C - D 1506 - 3365 G - H 257 -151
D - E 875 -1944 H -1 27 -20
0
SERALk
40015A38FF5081SO3137F4800992E85FB
T1alt Itumk=a nsltaressrtaiI?Apdd mdsszladby rAam lMarmtz
Pi {R' uc.MIR21 on thx date xfiawn ahnrem sang a 5%.Gi
abttiertasasz�Ya,
�9^aec+d e�icsraf ihls dar�ssrt arm ne;tearsic'mad si�nat a�nil sealant
as.E thz.".o'A"& aen>jcats�s c�a sw+at ba azrif�strasaays9ectra`sk
cc3<tas.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - P 2867 -1281 M - L 711 -1656
P - O 2832 -1276 L - K 711 -1656
O-N 3368 -1529 K-J 91 -191
N - M 3368 -1529 J - H 85 -164
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P - C
611 -117
M - F
4036 -1778
C - O
640 - 276
F - K
1477 - 2695
O - D
287 - 63
K - G
898 - 2040
D - M
733 -1596
G - J
664 -146
E - M
641 - 792
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Ire
Information, b TPI anr7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny
l7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
'le. ADDty Dlates to each face of truss and Dosition as shown above and on the Joint Details. unless noted otherwise. (2efer to
a division of
rfPl 1; or for h
acceptance
any structure
tis drawing,any failure to build the
on this drawing or cover page
to design shown. The suitability
Job Number: 136DCS004 Ply: 1 SEQN: 635724 / T181 COMN
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 3 FROM: AH DRW.
Truss Label: B1 Wgt: 93.8 Ibs .. / ... 10/27/17
6'4"8
6'4"8
12
6 p
m
N
rn
=3X4(A1) B
A
1, 6'2"12
6712
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL:6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500'
Lumber value set "l36" uses design values
approved 1130/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
9'8. + 12'11"8 + 18.
TY8 3'3"8 5'0"8
D=5X6
03X4 C
K J I
1112X4 m3X4 =3X8
E �3X4
ua
f�
F %3X4 N
G 1113X10(E5)
yT
1
M
5'4"
12'8"
1'9"4 1 8" 3'S"4
4'10"12
13'1"4
18,
Snow Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.036 F 999 240
B 617 / 296 / 378 / - / 194 / 8.0
Lu: NA Cs: NA
VERT(TL): -0.042 F 999 180
L 442 / 154 / 303 / 0 / 0 18.0
Snow Duration: NA
HORZ(LL): 0.022 F - -
M 363 / 194 1232 / - /- 18.0
HORZ(TL): 0.026 F -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.395
L Min Brg Width Req = 1.5
TPI Std: 2007
Max BC CSI: 0.298
M Min Brg Width Req = 1.5
Rep Factors Used: Yes
Max Web CSI: 0.179
Bearings B, L, & M are a rigid surface.
Bearings B, L, & M require a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 16.02.01D.0314.13
Chords Tens.Comp. Chords Tens. Camp.
A- B 27 0 D- E 684 -445
B - C 816 - 804 E - F 602 - 374
C-D 647 -452 F-G 614 -414
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-K 659 -656 I-H 612 -808
K - J 656 - 655 H - G 299 - 398
,MAP
J-1 656 -655
x,
Maximum Web Forces Per Ply (Ibs)
y+ "
No
Webs Tens.Comp. Webs Tens. Comp.
K-C 234 -44 1-E 228 -136
C -1 495 -420 E - H 332 - 312
D - 1 225 - 392
STATE,
40 01 SA638 FF 56 8180 BB 7F48 00 99.2E &5 FB
iiki(!t@15aat'iZL�� ala�rrysrt9dmad.mAlAd fly 6BAIiHtk�
:m£ €a. Lk.C4nuij an the daw stown abo m a^.�rg;a sxa.a
m,tnd Zft—.°etds tf=t s azw not cmila ads —AMA=led
mad iia¢.� mntkaY�sc�le matt bmxcr3fae;fraa aFsrdcctroak_
CRxyia3.
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s reqquire extreme care in fabricatingp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy
per BCSI. Unless noted oherwise,top chord s�rall have properly attached structural sheathing and bottom chord shall have a proppefly
tl riggid ceiling Locations shown for permanen lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
icable. Apply plater to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
fs 160A-Z for standard plate positrons.
a division of ITW Buildint��LComponents Group lnc, shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIrtPI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawing, indicates acceptance of professional engineering responsibflity solely_for the design shown. The suitability
any
Job Number: 136DCS004 Ply: 1 1 SEQN: 704579 / T17 / GABL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: B2GE Wgt: 119.0 Ibs I / ... 10/27/17
918" + 19'4'
9,8" y,8„
�'- 1'8" -+ 1'4"-�
(TYP)
Im4X4
19'4'
1, 194'
19'4"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.033 S 999 240 B* 91 / 39 / 53 ! - / 16 / 156
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.043 S 999 180 P* 168 / 91 1121 / - /- / 24.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 M - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.027 M - - B Min Brg Width Req = -
Mean Height: 15.00 It Code / Misc Criteria Cree Factor. 1.5 Q Min Brg Width Req = -
NCBCLL: 10.00 TCDL: 4.2 psf p Bearings B & Q are a rigid surface.
Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.167 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.162
Rep Factors Used: Yes Max Web CS 1: 0.120 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: ft
Loc. from endwawall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 27 0 1-1 384 -85
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 B - C 169 -190 J - K 341 -108
Lumber C-D 169 -171 K-L 233 -56
D - E 205 -151 L - M 203 - 76
Value Set: 13B (Effective 6/1/2013) E - F 252 -131 M - N 177 -99
Top chord 2x4 SP #1 F - G 300 -110 N - O 141 -121
Bot chord 2x4 SP #1 G - H 351 -89 O - P 37 -80
Webs 2x4 SP #3 H - 1 401 -87
Lumber value set "l38" uses design values
approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs)
Plating Notes
Ya Chords Tens.Comp. Chords Tens. Comp -
All
�
All plates are 2X4 except as noted. eras• B -AC 194 -182 W - V 65 -22
a AC -AB 196 -183 V - U 64 22
Wind AB -AA 197 -185 U - T 64 -21
Member design based on both MWFRS and C&C. e AA- Z 198 -185 T - S 64 -21
� Z-Y 198 -186 S-R 65 -21
Additional Notes+ Y - X 199 -186 R - Q 66 -21
See DWGS A16015ENC101014 & GBLLETIN1014 for X - W 199 -187 Q - P 79 -14
gable wind bracing and other requirements..,
V1
SERIAL*
40 015A38 FF 5B 818t) BB 7F 4E 00 99 2E85 FB
ziaixilatnexsrs bzen alacYz�ps{gnedzralmd 6y Yaxurl AAarthrrx, PEf M. Lk. C47I82!an the Shawn abm ,ga SFwl
a4"df ediG"Ca4i��.ade,
F*riated Cntn=aff lsa d=Lmax M Mat Crunsfd'caad Of.1W and staled
And 1IN4 WWI a-1ffi0Atk2bQaaa de tamsf Sam arat IW an aay dodfatlk
cat<ias.
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-AC
112
-55
V-J
145
-28
D -AB
107
- 75
U - K
282
-198
E -AA
99
- 73
T - L
70
- 31
F - Z
100
-73
S - M
66
-25
G-Y
154
-74
R-N
86
-27
H - X
187
- 82
Q - O
323
-189
I-W
40
-242
*'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details. unless noted otherwise. kefer to
a division of
any
tis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS004 Ply: 1 SEQN: 697166 / T91 GABL
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: C1GE Wgt: 43.41bs / ... 10/27/17
4,2" 8'4"
47 4,2°
1 '6" ��� 1 '4"
(TYP) E=4X4
12
6 D F
C Gto
N O
2X4(A1)B H=2X4(A1)
T I
UI
N M L K J
8-4"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.026 K 999 240 B 375 / 173 / 251 / - / 118 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.030 K 999 180 H 375 1173 / 251 1- / - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.012 D - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL):-0.014 D - - B Min Brg Width Req = 1.5
Mean Height: 15.00 it Code / Misc Criteria Cree Factor. 1.5 H Min Brg Width Req = 1.5
NCBCLL: 10.00 TCDL: 4.2 psf p Bearings B & H are a rigid surface_
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2
Soffit: 2.00 BCDL: 5.0 sf Bldg Cade: FBC 2014 RES Max TC CSI: 0.187 9
p TPI Std: 2007 Max BC CSI: 0.147 Bearings B & H require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.058 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 E - F 573 -349
Lumber B - C 499 -386 F - G 531 -368
C - D 530 - 368 G - H 500 -386
Value Set: 13B (Effective 6/1/2013) D - E 573 -349 H - 1 27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B - N 316 -282 L - K 313 -272
$ N - M 315 -276 K - J 315 -278
Plating Notes
M-L 313 -272 J-H 316 285
All plates are 2X4 except as noted.
�p Maximum Gable Forces Per Ply (Ibs)
,
Wind ., ya ie Gables Tens.Comp. Gables Tens. Comp.
Member design based on both MWFRS and C&C.
. C-N 91 -15 K-F 148 -36
Additional NotesV D - M 148 -36 J - G 91 -15
See DWGS A16015ENC101014 & GBLLETIN1014 for E - L 152 -237
gable wind bracing and other requirements. ,
a
TATE OF
SERK
40 015A38 FF 5B SiBO BB 7F48 00 99 2E &5 Fla
Thu16rn h=beeneka s nedzM seated by uamml btartbnc.-a,
FE(a. Uc.C3 WI cn the dace haw" above wJng a SNA+1
ash;crtira&nraja
Ptbwd-p =af 6. d==vd ma not ccr 11=if s4pw f=d seabed
aas4ti41—K A'2 s ANcAf,c ficAmt!e m w t t t uadfbd m m 4 dv:Im"1
wins.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`"IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses recq7uire extreme care in fabricating, handlin 'shippping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, by TPI an r7 SBCA) to)isafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise ,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache tl rigid ceiling Locations shown for permanen lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B1 D,
as applicable. Apply plates to each face_ of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Nefer 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 ANSIPI1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page. .
listing this drawingg indicates acceptance of pro essionai engineering responsibility solely for the design shown. The suitability
and use of this 7iawing for any structure is the sponsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCA: www.sbrindu .com; ICC: www.iccsafe.orcj
Job Number: 136DCS004 Ply: 1 1 SEQN: 697167 / T20 / VAL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: MV1 Wgt: 16.8 Ibs .. / ... 10/27/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
=&"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: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWG VAL160101014 for valley details.
4'3"8
4'3"8
4'3"8
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
R
DeflICSI Criteria
PP Deflection in loc L/defl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.007 C - -
HORZ(TL):-0.008 C - -
Creep Factor. 1.5
Max TC CSI: 0.188
Max BC CSI: 0.140
Max Web CSI: 0.111
Mfg Specified Camber:
♦ Maximum Reactions (Ibs), or'=PLF
Loc R I /Rw /Rh /RL /W
D• 75 /16 /52 /- /12 /51.5
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 36 -84
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp.
A-C 151 -15
40 015A 88 FF 5B rap 818'0't„,8.B 7F48 00 99 2E 85 FB
di4a mu itemi}StYBb{tLti Hdt� jgewddiaalddhyF7aX�]?.lWrthtz
n(Ft. Lk. mxatszI as oe ex sttswn aba aarmsasKi i
zvthcwicar4ncode.
rsttatadcqlumw+dttasaioa(a=tatava not =Wetondu'ga�a an9c lad
ant ttc MWI autftont;c t2mocda moat bx vmfW m=V dr_tmnk
=V10a.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 175 -98
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bVy TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty
iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 67 or 610,
e. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to
60A-Z for standard plate positions.
a division of
"ipi 1;orforh
acceptance
any structure
its drawing,any failure td build the
on this drawing or cover page
ie design shown. The suitability
Job Number:
n I I 168 ! T21 / VAL I
EABruss Ar "C/D2 Horton MEAB Aria"C" , FROM: AH DRW:TWgt14.0 Ibs I I / 10/27117
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Lumber value set "1313"
uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014
for valley details.
*"WARNING— READ AND
"IMPORTANT'* FURNISH THIS DRAIN
a division of
any
12
6 F�:;;-
B
1112X4
1— 213"8 P
2t3tt8
2'3"8
T
04
Snow Criteria (Pg,Pf in PSF)
DeflfCSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc Udefl U#
Loc R ! U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): NA
D* 75 / 13 / 49 /- / 10 / 27.5
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.001 C -
D Min Brg Width Req = -
HORZ(TL): -0.001 C -
Bearing D is a rigid surface.
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.037
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.038
Chords Tens.Comp.
Rep Factors Used: Yes
Max Web CSI: 0.030
A - B 19 -37
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp.
A-C 76 -7
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 78 -48
No 047,10.2
40 015A38 FF 5B 81 BO BB 7F 48 00 49.2E 85 FB
Stilt liamhra�ualett ' a�ncdaxz9 s�alsd by ktar:�sd Martinez,
PF.OL. ttr.CdTIti21 ant e&s&csft�aita a£iama tr.%oga Si%R�3.
tantfaa,�3z7
Priataa xs�5xx.arztvs dir_tx�s-�t zaa noresau}dsa�d sf�rter3snd x�iad
stab Sh ¢.T..«�:.i an3£tae�aCit�ssmAcrns�[ fanxrsif:edcakaa�dectratsY
caylas.
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
�pmg, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Wty practices prior to performing these functions. Installers shall provide tempora
e properly attached structural sheathing and bottom chord shall have a propperly
pi restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
ition as shown above and on theJoin Details, unless noted otherwise. (2efer to
shall not be responsible for any deviation from this drawing any failure to build the
pping, installation and bracing of trusses.A seal on this drawing or cover page,
,onal engineering responsibility solely for the design shown. The suifabrhty
ions!bility of the Bu!Idinq Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS004 Ply: 1 SEQN: 697169 / T1 / VAL
4EAB Ana "C" /DR Horton /4EAB Ana "C" Qty: 1 FROM: AH DRW:
Truss Label: V1 Wgt: 16.8 Ibs / ... 10/27/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: %00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
1'6" 3'
1'6" 1'6"
1"M
3X4(D1) B=3X4=3X4(D1)
T A C
v
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL:5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "1313" uses design values
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
0
3'
3'
Defl/CS1 Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.002 999 240
VERT(TL): 0.003 999 180
HORZ(LL): 0.001 - -
HORZ(TL):-0.001 - -
Creep Factor. 1.5
Max TC CSI: 0.032
Max BC CSI: 0.044
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.20
40 01 SA 38 FF 58 8180 BB 7F48 00 99 2E 85 FB
i3ykis¢m'hn $.¢anela ¢¢d.aa sealadbY Mawd Martb= M91.. ur.r�rSsa! ¢eta da2c ahovu4 atxa ung a 5N1
ataih¢rCcat�s¢tsyc.
2a%as¢dc¢pi tctusd b.:¢aaisac "rot cs s6 aad stgwd.2nd miad
we di�.�"'-it,.f a�¢s+Uc¢9s`ces¢vada nscY Sac a�'Ni�t rrt sergdc:imr�
CIWAm.
♦ Maximum Reactions (Ibs), or *=PLF
LOG R / U / Rw / Rh / RL / W
D* 75 / 18 / 35 /- / 5 136.0
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
A-B 125 -115 B-C 125 -115
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 118 -100
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, byV TPI anc7'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporarryY
BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610,
i e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
"i PI 1, or for handling Shipp
acceptance of professioi
any structure is the respor
ral notes page and these web sites:
failure to build the
g or cover pa� ge.
rn. The su%bility
Job Number: 136DCS004 Ply: 1 SEQN: 697170 / T15 / EJAC
4EAB Aria "C"/DR Horton MEAB Aria "C" Qty: 20 FROM: AH DRW.
Truss Label: EJ7 I Wgt: 23.8 Ibs .. / ... 10/27/17
I C
12
6
C7
I Cl) N)
d'
2X4(A1) B
13 A
D
1 r I
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 too Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): NA
B 336 1 117 / 259 1- / 173 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 127 / 20 / 101 / - / - 11.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): -0.021 D - -
C 171 / 133 / 91 / - / - / 1.5
Des Ld: 37.00
EXP: C
HORZ L 0.031 D - -
)
Wind reactions based on MWFRS
NCBCLL: 00
Mean Height: 15.00 ft
9
Code / Misc Criteria CreepFactor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
2.
TCDL: 4.0 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.496
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: h/2 t In
Max BC CSI: 0.000
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Fa ors
Rep Factors Used: Yes Max Web CSI: 0.00
Rep
Bearing B requires a seat plate.
Loc. from endwali: not in 4.50 ft
FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 I
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp_
Lumber
A - B 27 0 B - C 77 -151
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "13B"
uses design values
approved 1/30/2013 by
ALSC
B - D 0 0
Wind
Member design based on both MWFRS and C&C.
No 047102
40 015A,38 FF 56 8180 8B 7F 49 00 99 2E-85 FB
Thb anj= dd by rl20A mirtinx.
P£(FL. 1tc.0471Uf Do th c4ata 31tawn atXt'H2f7d°ngastiA3
icrtrat�saeesla
era tedcr�t efth dtx x�r�t out=Wdmad d�sa�d
I ad6ltsesiPi43au"ibent fSiwws,usdemu�t arrif fm z7d"tmn:
spins.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. installers shall provide temporary
bracing per BCSL Unless noted d"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {defer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIlfPI 1, or for handlia 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 fs the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For rrmrs information see this iob's general notes oaae and these web sites: ALPINE: www.a[Dineitw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: IM www.iwsafe.orq
Job Number: 136DCS004 Ply: 1 SEQN: 697171 / T16 / EJAC
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: EJ7A Wgt: 21.0 Ibs I ... 10/27/17
2X4(A'
T
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
7'
7'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.024 C -
HORZ(TL): 0.034 C - -
Code I Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.505
TPI Std: 2007
Max BC CSI: 0.373
Rep Factors Used: Yes
Max Web CSI: 0.000
FTIRT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.20
U��
SERIAL #.
40 015A 3E FF 5B 81 BO BB 71`48 00 99 2E 85 FB
V&Itet bAsbeaa e{sciaraniu }s ncd mid xcalad by FAa lMartinez,
ltc.0471921 a SNA.1
aae�dienr+raee4lc.
?Mlad copher aftfss dtr-or Aaam not camFdond sl`i wde dmind
and its"S-Almaerydxtmnk
mplas.
B
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 270 / 41 1 188 / - / 100 / 8.0
C 128 /13 /104 !- /- 11.5
B 174 181 /95 /- !- /1.5
Wind reactions based on MWFRS
A Min Big Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
e. ADDIv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
a division of
I t'i 1, or for nanoungf snippinq, inst@w
acceptance of pro essiona engmi
any structure is the responsibility of
its drawin any failure to build the
on this drawing or cover pa e
ie design shown. The suitability
Fiat 1 Sec.2.
Job Number.
4EEAB Aria Labe C"B/DR Horton /4EAB Aria "C" I I � 66.8 ibs FROM: AH 172 / T12 /JACK DRW:
Truss.. / ... 10/27/17
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: If
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 4
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Dell/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.009 D -
HORZ(fL):-0.011 D -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.309
TPI Sid: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.20
0
40 01 5A 38 FF 5B 8180 BB 7F 48 00 99 2E 95 FB
:hit itarnhmbranalactrozicaffiA s;Fnada dsalad by fAarxcd Marlines,
n (FL. Lk. gd71Hi1 an lt.,edaxc ahawa almae wing a SFiA i
aztMenrdeasier wJe.
Fr�tod crp��rttda dacrci-.tan not crAsddarad sTdESed and roalmd
and QawAf9cd wtaayd¢atronk
amtaL
C
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 263 / 96 / 208 / - / 129 18.0
D 90 /13 /70 /- /- 11.5
C 119 /93 /62 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -120
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
—WARNING'- READ, AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
le. ADoTv plates to each face of truss and Dosition as shown above and on the Joint Details. unless noted otherwise. (lifer to
a division of
its drawing,any failure to build the
on this drawing or cover page
Lq design shown. The suitability
any
Job Number: 136DCS004 Ply: 1 SEQN: 697173 / T13 / JACK
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW,
Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 10/27/17
C
12
6
CM
2X4(A1) B
CV
T
A
D
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.004 D -
HORZ(TL):-0.004 D -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
TPI Std: 2007
Max BC CSI: 0.072
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
WAVE
go
o 047182�
a! �
A
�F
Y' A r 9
b g
000
• if"'�flJ
p
40 01 5A 38 FF 58 81 B0 BB 7F48 00 99 2€ 85 FB
rkkitamAas been eMrsirnira�pxgnc ada+st scalad by tAaias9 Marttnu,
PE (FL, tic.047[d21 on the data Shawn abase WaS a SRA-1
a[.'�taii `f+fatiL"n Ca-1'C.
ftistcd crny is ofthis dscus4nt ata not ccnsidsed t%nzd and Scaled
ane the ritvl authontcat{cn code mut bevtdfiad cnaaytdcctrant
etm
♦ Maximum Reactions (ibs)
Loc R / U / Rw I Rh / RL I W
B 193 / 76 / 162 /- / 86 18.0
D 51 /6 141 /- /- /1.5
C 64 /51 /30 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, bVV TPI anr7'SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
Cceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10,
_ Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
a division of
any
its drawing any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS004 Ply: 1 I SEQN: 697174 / T14 / JACK
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 6 FROM: AH DRW.
Truss Label: BJ1 Wgt: 11.2 lbs .. / ... 10/27/17
4"3
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP. C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
"WARNING— READ
"IMPORTANT"' FURNISH THIS E
a division of ITW Building�Components
conformance with ANSI PI 1, or for h
this drawing, indicates acceptance
ie of this drawing for any structure
12
�6 C
2X4(A1) B coC)LO
A -�
D
1'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
• Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 150 177 1145 ! - / 42
/ 8.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 10 / 18 ! - / -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.001 D - -
C -14 / 28 / 25 / - / -
/ 1.5
HORZ(TL): 0.001 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2D07
Max BC CSI: 0.015
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 16.01.01.0402.20
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
ST
40 015ASE FF 5B SI BO BB 7174800 99 2E 8 t FB
ThU itestAasPsecn elo�s redssmd=afed byP .,rez! Marttnez,
a"E (n.. Lk.047U21 on the suer shown abm tang a SFWl
am�icdtiY.igid£64&m3a,
,"+bend eopinaitfas docce-..rtAt not cuauad smutandzralad
acidk1w '&asathen a4icus¢ade eausr fiaa ftiwd a�dectmr "
Cs rj .
FOLLOW ALL NOTES ON THIS DRAWING!
ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
safety practices prior to performing these functions. Installers shall provide temporarryy
hall have properly attached structural sheathing and bottom chord shall have a properly
t lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
position as shown above and on the JoinCDetails, unless noted otherwise. Refer to
Inc. shall not be responsible for any deviation from this drawing,any failure to build the
! shipping, installation and bracing of t usses.A seal on this drawing or cover pa e_ .
{esslona7 engineering responsibility solely for the design shown. The suitability
F4EAB
umber: 136DCS004 Ply: 1 SEQN: 697175 / T25 / HIP_
Aria "C"/DR Horton /4EAB Aria "C" Qty: 3 FROM: AH DRW:
Label: CJ7 Wgt: 42.0 Ibs / ... 10/27/17
T
67 9110"1
6'3" 3'7"
�-- 1'5" 6'1"4 3'2" 6"1
6'1"4 9'3"4 911
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 113012013 by ALSC
Special Loads
-(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TC- From 0 plf at -1.41 to 55 plf at
0.00
TC- From 2 pit at 0.00 to 2 plf at
9.84
BC- From 0 plf at -1.41 to 4 plf at
0.00
BC- From 2 pit at 0.00 to 2 plf at
9.84
TC- -7 lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TC- 238 lb Conc. Load at 7.07
BC- 23 lb Conc. Load at 1.41
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria ft,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.015 G 999 240
B 330 / 208 /- /- /-
110.6
Lu: NA Cs: NA
VERT(TL): 0.034 G 999 180
E 385 / 175 /- / 0 / 0
/ 1.5
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 114 /- /- /-
/ 1.5
HORZ(TL): 0.010 F - -
Wind reactions based on MWFRS
Code J Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.241
E Min Big Width Req = -
TPI Std: 2007
Max BC CSI: 0.326
D Min Big Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.256
Beating 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: 15.01.01.0402.20
Chords Tens.Comp. Chords
Tens. Camp.
A-B 14 -11 C-D
55 -72
B - C 330 - 650
40 01 5A 38 FF 513 81.80 811 7F48 00 99 ZE 85 FB
it, 41umhas nests eto dramkalgs:incsi amadas+.6y Lu., lMartttor,
M'ft. UE:. C471n1 on the dats'hurat *WM wjag a 54A.1
aL t Ad aseescoda.
iWM,i cwt naftikd •nwa ara mat crsA&ma dgrrd=d smbit
=j ft wf b-8 asahentisadiw cede mt f 6bs nm MA of asrjdutw4c
cMlos.
"'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
any
astralnt of webs shall have bracing installed per Bt
as shown above and on the Join?Details, unless
Maximum Sot 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
of
failure to build the
g or cover page
vn. The suitability
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orn 120 moh Wind Sneed. 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace x
(1) 2x4 'L' Brace ill
(2) 2x4 'L' Brace Kr
(1) 2x6 'L' Brace ■
(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
p
#1 / #2
3' 10'
6' 7-
6' 10'
7' 9'
8' 1'
9' 3'
9' 7-
12, 2'
12, B'
14' 0'
14' 0'
U
S i F
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' V
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Q
H r
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6-
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
1 6' 8'
6' 11'
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
_j
N
S P
P
#2
3' 10,
6' 7'
6' 10'
7' 9'
e' 1'
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' 1 t'
7' 5'
9' 2'
9' 7-
t0' ill
tl' 8'
14' 0'
14' 0'
Stud
3' 9-
5131
5' 7-
6' 11'
7' 5'
9' 2'
9' 7'
10, ill-
11' 8'
14' 0'
14' 0'
Standard
3' 6-
4' 7'
4' 11'
6' 2'
6. 7'
8' 4-
8' 11'
9' B'
10' 4'
13' V
14' 0'
U
#1 / #2
4' 5-
7' 6'
7' 9-
e' 10,
9' 3'
10' 7'
11' 0'
13, Ill
14' 0'
14' 0'
14' 0'
'i'�
_
S P P
#3
4' 2'
7' 1'
7' 9'
e' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
U
r
Stud
4' 2'
7' V
7' 6•
8' 9'
9' 1'
10' 5'
10' 10,
13, 9'
14' 0'
14' 0'
14' 0'
O
f
Standard
4' 2'
6' V
6' 5'
8' 1'
8' 8'
10, 5'
10, 10,
12' 81
13' 7'
14' 0'
14' 0'
0)
#1
4' 7'
7' 7-
7' 11'
9' 0'
9' 4'
10' 8'
it, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
D F L
#2
4' 5'
7' 6-
7' 9-
8' 10'
9' 3-
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'.
#3
4' 4'
6' 5-
6' 10'
8' 6'
9' 1'
10' 6'
10, Il'
13' 4'
14' 0'
14' 0'
14' 0'
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10' 11•
13' 4•
14' C'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10, 10,
11' 10,
12' 7'
14' 0'
14' 0'
0
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
10, 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
LJ
U
S P F
u
#3
4' 7'
8' 2-
8' 5-
9' e'
10, 0'
ti' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10' 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
r, P
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
#1.
5' V
8' S.
8' 8'
9' It'
1 10' 3'
1 11, 9'
1 12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12' V.
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
li' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
r
D r L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
1P 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6-
6' ill
8' 8'
9' 3'
11' 6'
12' 0'
13, 7'
14, 0'
14' 0'
14' 0'
Zut
able Truss
Diagonal brace option,
T
vertical length may be
doubled when diagonal
18'
brace Is used. Connect
L
tltngonal-brace-for 600q__
_
'L'
at each end. Max web
_
-/Z?
Brace
total length Is 14'.
_
-2x6
DF-L #2 or
diagonal
Tbetter
1Vertical
length shown
Ibracer
single
8,
In table above.
I
or double cut
45•
(as shown) at
L 1
upper end
Connect diaoonal at
a tQ rg
AN 11'WCOMPANY
13389 Lake60n1 Drive
Earth City, MO 63DIS
1�111�I1
lContlnuous Beorin i\` `+'1IilOtj�I��j
Refer to chart above for _X% � U `"Ap„ng
o VARNWU- READ AND FDLLOV ALL NOTES- W TNIS DRA\D1KBmil.
wwD�(TANTwe F1RMW THIS MAWDIG TD ALL CM4/TRACTORS D(a.OM THE MTALLERS
c \`jEN �A .
asses reWIr•e extrene care In fabricat4+g, handBrgl,-cWpppng, Installing and brating. Refers to and
w the latest editbn of SCSI (Bue,Rng Canponent Safety Information, by TPI and SBCA) f r'sofety
tbes prior to perfomb,g there sanctions. Installers shall provide teriparan•y bracing per BCSL
\-
1
ss noted otherwise, top chord shall have properly attached structural rhea Wng and bottb dwrd
Locatlons for lateral -of
have a property attached rldtl ceiDng. shown permanent restraint webs
have bracing Installed per BCSI sections $3, B7 or B10, ns aappppllkoble. Applyy plater to each face '
rues and ppoosltlon as shown above and on the Joint Details, nudes noted other' Ise.
to drawings 16DA-Z for standard plate positions.
-
��
Ane, o divW- of ITV Building Component. Group Inc shalt not be responsble for any deviation from
w ANR. {„
drnwft, any felture to build the truss in eonfornance with ANSI/TPI 1, or for handling, shipping,
6 bracing trusses.
�3 Y_
�• ft �� '(f
dlatbn of
seal on this dm.Vg ar cover page fttft this drawft, 65dicntes acceptance of professional
\\\
x 4 ng re solely for the design shown The suitability and use of this drawing
any structures this a responsfWUty of the BUTArp DesJ n r per ANSLTPI 1 Sec?.
k''na/aa�nne,,,
for more Information see this Job's ii-at notes page and these eeb site.
"tktA!\\\\
Bracing Group Species and Gradesn
Group AI
S ruse -Pine -Fir Hen -Fir
Rl / #2 Sta
na2 Stud
a3 Studdnrd #3 Stud
Douglas Flr-Larch Southern Pinew*%
#3 03
Stud i Stud
Standard I Standard
Group Bt
Hem -Fir
al 6 Btr
#1
Do ins Fir -Larch Southern Plnewww
al a1
a2 a2
lx4 Braces shall be SRB (Stress -Rated Board).
awFor ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 pif over
continuous bearing (5 psf TC Dead Load>.
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with lod (0,128'x3,0' min) nails.
)K For (1) -L' braces space nails at 2' o.c.
In 18' end zones and 4' ae. between zones.
31E?t(For (2) 'L' bracesn space malls at 3' o.c.
In IS' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80X of web
member length.
It Gable Vertical Plate Sizes 11
Vertical Lennth
No Spike
Less than 4' 0'
2X3
Greater -than -4'- -but_
less thou
_3X4-
Greater than 11' 6'
04
II{ Refer to common truss design for II
peak, spllce, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
TOT, LD, 60 PSF
AX. SPACING 24.0'
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Oro 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
or. 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nr, 1nn mnh luinr9 Snppd. in, Mpnn Hpinht. pnrtinlly Fnrinspd. Fxnncurp It. K7t = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Hrnces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace x
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace No
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
�
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' P.
11' 7'
12' 0'
13' 9'
14' 0'
U
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' t'
11' 3'
ill it'
13' 7'
14' 0'
LI C
Stud
3' 6'
5' 4'
5' 8'
7' 2-
7' 7'
8' 8'
9' 1'
11' 2'
ill 11'
13' 7'
14' 0'
O
�l r
Standard
3' 6'
4' 7'
4' it'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
#1
3' 10' 1
6' 4'
6' 7' 1
7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12' 2'
13, 11'
14' 0'
—J
S P
#2
3' 8'
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2' 1
11' 7'
12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10'
13' 8'
14' 0'
(U
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
H' 9'
9' 1'
to, 1'
to, t0'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' e'
6' V
7' 9'
8' 3'
8' It,
9' 7'
12, 2'
13, 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
e' 5'
H' 9'
10, 1'
10, 6'
13, 3'
13, 9'
14' 0'
14' 0'
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11'
t0' 4'
13' V
13' 7'
14' 0'
14' 0'
U
Stud
4' 0'
6' 7'
7' 0'
8' 4'
H' e'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
F
Standard
4' 0'
5' e'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' t0'
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10' 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
S P
02
4' 2'
7' 2'
7' 5'
8' 5'
H' 9'
t0' 1'
10. 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' V
5' 11''
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
0)
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
t0' 5'
12, 5'
13' 3'
14' 0'
14' 0'
Standard
4' 07
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10, 2'
lt' 0'
Ill 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
u
U
O
u F
f 1
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
t0' 11'
it' 5'
14' 0'
14' 0'
14' 0'
0
14' '
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10' 11'
Ill 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
Ill 2'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
Ill 1'
Ill 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
c
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
ill 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
l4' 0'
Standard
4' 5'
6' 1'
6' 5'
8' 1'
1 8' 7'
10, 11'
11' 5'
12, 8'
13' 7'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group A•
S ruse -Pine -Fir Hem -Fir
#1 / #2 Stand. #2 Stud
#3 Studrd 1 03 IStandard
Dou ins Fir-LoreSouthern Pinerrx
43 03
Stud Stud
Standard Standard
Group III
Hem -Fir
01 & Btr
01
Dou ins Flr-Larch Southern Plnerrr
tll 01
tl2 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
rrfor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards, Group B
values maybe used with these races.
Gable Truss Detail Notesi
Wind Load deflection criterion is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' min) nails.
Atioutjti
)K For (1) 'L' bracei space na0s at 2' o,a
ably Truss
In IS' end zones and 4' o.c between zones.
)()KFor (2) 'L' braces, space nails at 3' o.c.
Diagonal brace option.
T
In 16' end zones and 6' o.c. between zones.
vertical length may be
doubled when diagonal
18'
)K
bracing must be a minimum of 60X of web
brace Is used Connect
L
I
member length.
diagonal brace for 690tl
'L'
Gable Vertical Plate Sizes
at each end. Max web
Brace
I
total length Is 14'.
)K)K
Verticnl Len th No S lice
I
2x6 DF-L 02 or
Less than 4' 0' 2X4
better diagonal
T_
Greater than14' 0', but 4%4
Vertical length shown
braces single
8,
less than 12' 0'
In table above.
45'
or double cut
(as shown) at
L
_L
+ Refer to common truss design for
upper end,
peak, splice, and heel plates.
ntinuous Bearing
Refer to the Building Designer for conditions
Connect dla ono at
D
41i111N 111f not addressed by this detail.
length
midpoint of vertical web.
Refer to
chart above
for max gadbke rq(beq
uVARN1NG1rw BEAU AND F410V ALL NOTES IN THIS DRAVRai
wwllpplTANTww rURNISH THIS BRAVING TO ALL CONTRACTORS ICLUDDNG THE INSTALLERS,
�� /ri
T/���,�
REF ASCE7-10-GAB16030
Trusses require ewt— care h Fabricating, handling, shpphg. Installing and bracing. Refer to and
Follow A" latest ocetion of BCsI (Bu0..Bng Component Safety Information, by TPI and SBCA) for safety
���` �,
\�Q` �ENSer '
`
DATE 10/01/14
pr,ctkes prior to perforning these functions. Installers shall pravkle tomporary bradrlp per BCSL
Unless top have she. Nng on button chard
DRWG A16030ENC101014
noted otherwise, chord shall properly attached structural
shall have a properly attached r�Ippld eelWng, Locations shown for permanent Interol restraint of ebs
DID, Apply to each face
r No
-
Q
��
s vni-abl¢. plates
shall have bracing inctaaetl per Bha sections the j t Betnlc, ,rAess noted otherwise.
truss and ppoosition ae shown ahav¢ and the
drowlrngs
= )l
ios.
160A-2 far standnrtl plate positions.
Re to
Refer to
Alpine, ITV BuComponents Group Inc, be for any deviation from
ATE OF
AN fIWCOMA4NY
division of Rding shall not esponslbl¢
tN. droring, any fa0ure to build the truss In —form.— with ANSI/TPI 1, or for handing, shipping,
hstallatlon L bracing truss.,.
% .Q //��
MAX. TOT. LD, 60 PSF
of
A seal on this cl de c — cover page listing this d— e. Hates neceptance of professlarol
for the desfpn The sulWAIty and ase of
p ry /,
�T��v�ca�''�v �'•
engheere,g respornsanBity solely shown.
for arty stncti+re Is the responsibility of the Butderg Designer per ANSI/TPI 1 Sec.2.
MAX, SPACING P4,0'
13J89 Lakalronl Drive
Earth Cily, M063045
For pore Information see this Job's general notes page and these web sites
IM
ffgS" ��AI AI ttiai
qf, 'Vrt:s
ALPINE. rwr.nlpineitwcom) TPI. w tpdnat.orgr SBCA, wwr.shcendustryargr —1-safearg
Gable Detail
For Let -In Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace is 90% of member length,
Gable vertical length
greater than 48' 'L'
Dr 'T' brace required
Gable
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
E)Refer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Example, 2*2X4
*2X8
v No 'L'
uirere d �.
bracerequired
i t
In lieu of scab brace Gable
Provide connections for uplift specified on the engineered truss design.
vertical length greater than
Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required
End Driven Nalls,
10d Common (0.148'x 3: ,min) Naps at 4' o.c. plus
(4) nalls In the top and bottom chords.
Rigid SheathInip
Toenalled Nalls,
10d Ccmmon <0.148Ix3',mIn) Toenails at 4' o.c, plus
4 Nall
(4) toenails In the top and bottom chords.
.T.
This detail to be used with the appropriate Alpine gable detail for ASCE
Reinforcing
wind load
Member
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, AU030051014, A10030051014, A14030051014
Gable
Truss - -Spaced A_t_ _ ------------_________Al15l5ENCI0IGI4,
ASCE 7-10 Gable Detail Drawings
4' O.C.
A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014—A20015ENC101014,-A20015END101014, A20015PED101014, '
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014---
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDICIO14
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Dr - M End -null
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.
Jeb Length Increase w/ 'T' Brace
'T' Relnf.
IT.
Mbr. Size
Increase
2x4
30 %
2x6
20
Example,
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
_U> 2x4 'L' Brace Length = 8' 7'
Maxir�um 'T' Reinforced- Gable- Vertical- Length
L30 x 8' 7' = 11' 2'
V V
�/a JI IIJI�\\Ill
AN ITVV COMPANY
13399LekekmlDrW
Ea.t Cfty,MO63M
NVARNDICa" READ AND FLLLDV ALL MWM ON Mn HRAvahci
-Ulu RTARTee FIX*M TlW HRAV= TD ALL CQi1RAchis 71iLumm Tw DLSTALLERS.
Trusses require extrene cam F, fabricating, hmndtft, shWft, instdtUg and bracing Refer to and
follow the latest eddon of B= tHWldng Corponent safety Ltfarvntlan, by TPI and SBW for safety
orocticas prior to perfor+klp these flnctlons. L1sWitar9 shall provkle t bradna per HCSL
eas no oriwr.lae. top chard shall have properly attached strlctlrnI rhea and batter. d,ard
sholt have a property attached rpid call Locations shorn for pornona t lateral restraint of cabs
HT or H30, as un ass o Apply plates to eadi face
tradn� Installed per abooII and on the
shntt truss
of truss and ppoos7cbn as shorn above and on the .bM1t HetaRs, unless noted o#xrsise.
Refer to drawe,gs 160A-z far standard plate positions.
Alpine, a division of ITV Buldrla Conpontnts Group inc shall not be responsible for_ any d on
this drawfig, any folire to build the truss In confornw= with ANSUTPI 1, or for nnndun0•
Installa_Awwtloel L bracingdrawkV trusses. Pa Ibt6V this dmwl,p. Indicates acceptance of professional
A seal on this dim or rarer
•nwrKerr,g refow�blky snlsly for t o des�i shown The wtoeuty and use of this dm.L+p
far oey strucl,re b the respatsbllEy of tuteb,g Designer Per ANSLTPI i St4.
For more Information see this ,Job's general notes � � theca web sited
ALPINFi .v.elektel2wr�w1 Tot. rw.2ninct t IRCAI rr..alic are, TM o.Jeeeafa.Mo
,,,,,,„�„
`„�`il£l. M,11gTj4r.
q�:•��GENg �.
'.^". � d� �,=
tta attta2
= s•"
* '
:'hip a STATEqyf r•r�
'. dC/NAg1�i�t'+
"
mva8R5re1 pTsamsssasa
----
MAX. TOT, LD. 60 PSF
REF LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
DUR. FAC. ANY
MAX. SPACING 24.0°
Hip Frame Details B I -1 Hip Frame
\./AVA Mi...
2;
I'R'
Sthed
Use this detail
ASCE 7-10, 180
for,
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
Hp frame
-provided by truss manufacturer.
is designed to provide bracing for flat top
ASCE 7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
chords of
hip frame system where indicated, Flat top
ASCE 7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chords of
stepped hip system must be So. Pine lumber.
ASCE 7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
Structur k anels must be properly attached directly
Residential,
Wind TC
DL=4,2 psf, Kzt=1,00
To hin,%%0-
K►'1%4r[Ins.
rVARNDIG-- READ AND FLLDV ALL NTITIM ON TNIS DRA\TDNG Q� GEN '�,p'-. REF HIP FRAME
-Df MANTre FURNISH THIS DRAWING TO ALL CONTRACTORS DCLUJAM THE DMALLOM A fz,[�
Trusses require er7ene care In fabricating, handung, shipping, installing and bracing. Refer to and 1� �`^ �\ U`' �`` w DATE 10�01�14
follow the lotest amtlon of SCSI (Buatlirg GanpalNnt S¢Pety Infornathn, by TPI and SRW for safety No \'
practices prior to performing these functions. f+mtnUers shall gravel-- tenpoo hrn per B(SI.
lknlfes noted oHne—Ise, top chord shall have properly attached structra sheathing "7battam chard = * = DRWG HIPFR1801014
hall haven properly attochad riIgpid ceiling. Locations thorn far pernonent lateral restraint of webs,
��� steal have and
rcl Instasrd per aboI eand on BB, lJ or Beg, as opdscsino Apply plates to each faro =
d of truss and posltbn as shorn above and on the Joint Detains, en rated othenLse. � r
Refer to drawings IGGA-z for standard plot-- podtlons. .fl S. AiE OP
Alplm a division of ITV Building Conponents Group Inc shall not be sponsWe for ony deviation fron S Q^
Ui tTwI�MPANY this droring, any fall— to build the truss In conformance with ANSI/TPI 1, or for hardWng, shipping, �OQ , ``�\
hstnlWilon L brads of trusses. Fl V
A sea on this drodng or cover page Usting this draring Y ica<es naeptnnce of prefrsslaal *�r
enginerlspon.SblU Solely for the design show- The satabuty and use .; this dr = .7
1338 City. MO Dri 5 for any + For more o,ma eey this Jcb's ll anq otes paps-- and thesemeb sines �HseJ•��t
ALPINU rrralpNeltr.conl TPB rrwtptnskar'gi Sit
B[lu rrr.ebclntluetryargl 1CO rrrlcemfearg
Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Dot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
xO1 Attach each valley to every supporting truss with)
(2) 16d box (0.135' x 3.5') nails toe -nailed for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp. C, Wind TC DL=S psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=S 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 .helght does
not exceed 14'-0'.
12 3X4 Valle
12 Mnx, I— Spacing
2X4 X4
Pitched Cut
I- 8-0-0 max --I Bottom Chord
Valley
4X4 Toe -Hafted
sa
12
12 Max. I—
rX3 6-0-0 - ------ — ---\P
5 ISPL (Max Spacing) �x4 2X4 Q o-L\-`
20-0-0 (++) I
Supporting trusses at 24' o.c, maximum spacing.
2X4 4X4
Square Cut Stubbed Valley Optional Hip
Bottom Chord End Detail Joint Detail
-IWORTANTM Fl u �dANM VM M ���iRAACC,n RRE.UDRAVDG➢MG nE DMALLERs
; iUr�Rj;'''
TC LL 30
30
40PSF
REF VALLEY DETAIL
DATE 10/01/2014
True— regLdre extren. core In fobrkatbg, handung, shlpp7+9, bhstdU g and brotinp. Refer to andr.[.
rhavti=, byerb wW SBA
S1 GtAt�tbro� safety
fdlctke.'prkr
Inrs
f
x j�7,�G�
�C DL 20
15
7 PSF
olCu@fe
so Oerforwn0 fi ary per
-bottan
�`�'I�'
ct\
/
O
s rated oth.rel.., top hard shag have property attached et-1-al eh.atwrgChord
shaU have a properly attached He celUng. Locatlons shoen for person. t labrol restro]nt of sobs
of t hava Mac4q Inctas per Hb. aecd — th J or Bea ke *Ppucabte. ho Apply plater to each ace
of truss and as sha.n above and on the alnt Betake, vhles¢ rotrd atMMse.
oaQ.
�:
i�
$( DL 10
B LL 0
10-10
0
PSF
0 PSF
DRWG VAL160101014
Ip 1 O i
Refer to dro.ings I6b1-2 for tondard plat. posWons.
— 7
55
AN RWODMPANI
L—, dv of ITV BJtdhp co parents Group the aYall rat be -.a ..U. for an_y d-10 fran
Irg, fa0.ur. to bu4 th. truss h ANSIMI 1, far ha
�
t1TF. OF
TDT, LD 60
57PSF
thAI any confarnance .(th or q: sl,gpxhg,
Installatlon L bra Nhp of trusses.
A seal on tie dra or cover page Ustlg tic draft, khdcates occeptonce of professlorM
.,
f
'
f33B9 WkelfaN Drive
�`sp°"smut' solely far the drsgn sh°en. the sun°buq ""d "at °f tfss d'"°`Ir'0
Fr shyk rocponc�mAlty of the DAdVQ tfesgrar Per ANst/TPI i Seez.
i. (7 K (:) II�� p� �ti
�t r� t ,
�j
UR.FAC.1.25�1.33
1.15
1.15
SPACING
24,0'
EaM Cily, too 63045
For more Infcrhatlon see this job's generot notes page and these aeb sites+
ALPINE, .natplrhelte.co 1 TPI..ae.tpb.tcrg, SBCA, ..e.sbc4dustry—g: ICO .n kesafe.org
., of �����`v�
/� iSs
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wlnd, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 PPsf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut toads.
xx Refer to Enalneer's sealed truss desian drawino for oloovback and base truss soeclflcations.
Detail A o Purlin
12
Up to 12
4' 2'
2'
Spacing = 24' o,c, or less
24' o.c. max
Top Chord Scab <Typical Each End) Flat top chord purllns required at both
ends and at 24' max o.c, spacing in between.
Detail B ' Purlin Spacing > 24' o.c,
Piggyback sail truss slant Walled to all top chord purlin
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 R3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0,128'x3') at 4' o,c,
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0,135'x3.5').
Up to 12 V i i i i
4'
\\ I I \\ / I I I I Purlin Sparing >
24' o.c. max
Full Flat top chord purllns required at
LT'o'p Chord Scab (Typical Each End) Chord both ends, purlin spacing > 24' o,c,
Depth
Notes If purllns 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. 1�;11J+JJ+JJJJJ
WAFN M, EN READ MD FOLLIIV ALL NOTES w TWS DRAVBM7
.wa(PORTANTws FIFMSH TM DRAWING TD ALL CONTRACTORS DMa M MT THE INSTALLERS.
Trusses require extrene cwe h Fabricating, handling, shipping, InstaUin and bracFp. Refer to and ` �+C 1�
fallow U. latest edition of SCSI (Building Canponent Safety Information, by TPI and SSCA) for safety \,\V L%�� /J
practices prior to performing these functions. Instailors shall provide tenpsrary bracing per Best. ,(� G
Wde noted oth—l.., top chord shall have property tt..h.d structural Matting and bottom Nord l `
r shall have a property attached igld selling. Locations shown For permanent lateral restraint of webs
L
�� shall have nbracingdzst Installed per above
sections the
J or Bla lls apptirAbte. Apply pintos w each face =
of truss aM ppoosKbn as shorn abovr and on the .blot D.tasc, unless noted otherwise.
Refer to drawing. 16DA-Z for starukld plat. posltbas.
At In., a dlvlston of ITV Buliding Conpon.n<s Group Inc, shall net be esponsanle for any deviation Fron +'(�
AN ITIVO�MPANY this drawing, any faDure to b'A the truss In conformance with ANSI/TPI 1, ar for landU g, shippna. = 9y � AT@ or
Installation L bradng of trusses. q A seal on this drawing or cover page Ust4ng this drawing, 6xgaro cates acceptance of professil r'sebr 4 j
o - A.
erphe,wbV responsfbRlttyy solely for the design shown The sulta6tllty and use of this draft A Y'
for any struc4re Is th. reVZ= y of the Buldag Deshler' per ANSI/iP2 1 Seca
Earth ity.M nl Drive For note Mfornation see this b'a eneral not.s P
Earth City,M063045 ALPINE, ww.plo1helt..coni TPD wr.r tohst .ar'ggi SBCA,—slxYWustr A 0 IM wwwllccesaFearg n�r4104 ©U®I [.'lyNn� A�\
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 H3 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using (2) 16d box nails (0.135'x3.5').
The top chord R3 grade 2x4 scab may be replaced
with elther of the followingi (1) 3X8 Trulox
plate attached with (8) 0.120'xl.375' nails, (4)
Into cap TC 6 (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'x1,375' nails. Note- Nalling thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods)
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3XIO Trulox plates for 2x6 and larger chord
members. Attach to each face It 8' o,c. with (4)
0.120'x1,375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
8'x8'x7/16' <min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.c. with <8) 6d common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 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 Plaovbnck Plate
One 28PB wave piggyback plate to each face
@ 8' o.c. Attach teeth to pig% back at time of
fabrication. Attach to supporting truss with
W 0.120'x1.375' nails per face per ply,
Piggyback plates may be staggered 4' o.c. front
to back faces.
SPACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
CLR Reinforcing
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method is desired,
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type,
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf.
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4010
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x600
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
00 Center scab on wide--face-of—web._Apply (1) scab to each
face of web, -----
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforcement: ar
L-Reinf.
Apply to either side of web narrow face.
Attach with iod (0.128'x3.0',min) naps
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',m1n) nails
at 6' o.c, Reinforcing member is a
minimum 80% of web member length,
Sco
n
fffFFI'��11i1 l�
a 1� o
ILf�
AN tIWCOMPANY
333891.akefrant Drive
Earth City. MO 63045
VMG
—WORTArm�fuw S VRAVW TNO O °A L CONTALL RACTUM 33�cLUD�M THE 3NSTALIEas
Tru requW eztrene care In fobricatIng, handling, shippbtp, tnstaWng and brnl Refe to and
foUoe tfw Iatett edMlon of HCSI 0.11ding canponant Safety infornotlon, by T" and HCAI for safety
practicer prkr to performing these functions. Installers shad provltlr terporary trndrg per I3CSL
Untess noted otherdse, top chord shall haw property attached structural sheatNng and lmttan chord
shalt have n properly attached ripd celUng. Locution. shown For p k.U..nt lateral tao tolnt aP aces
chop Novo bro[Vlg birtalled par SCSI rrctionr H3, HT or H30, as opp/1cnWa, Apply plates to each face
of truss and position -Z shorn abovr and a iN Jdnt DataYs, �,vv,,llesc noted o!herniae.
Refer to drarVtps 160A-Z for standard plate positions
Alpine, a rgvialon o1 ITV HuUding Conponentc Group Inc shall not be responsible Far an devintlmf ran
tNs droning a y failure to bJld the truss In conformance •Ith ANSI/TPI 3, or for hoMUna shppng,
Installation L bracing of trusses
A sral on Uds awrr4,p o— mvM pagt llstLp tfdt drarhg, b•lcates o¢cptance of professlwml
�y sdely For ehe design atvarn. The suitability a.d roe of title era.hg
4.
fa` any rls tM re91ty pP the BuldNg D per ANSVTPI t Sec2
for none Information nee this ,pb'c general notes gaga and these web sites,
ALPINE- w►Alclneltw.conr TPb rr•.tortstoro, SBrk rrrsbcindustrvarm ICa mlccsafoorc
,.�Vl,q �,�
`��
r A� A-
` U (1`
A
_ DS
r/�i
Z.p
.�1
l- �'(r,'J
5r Fs f� <{,
is� ,�(yi,�y f7 t✓ . !�v,ii
dyer*'(�`(y t, ar' tat
4. U�iu1 e, ., er t.��7 .9
TC LL PSF
TC DL PSF
C DL PSF
�_ C LL PSF
-TUT, LD, PSF
REF CLR Subst,
DATE 10/Ol/14
DRWG BRCLBSUB1014
DUR, FAC,
SPACING
4
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
(L) = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member length(s) = (2XL) + (B)
Scab member length (S) must be within the broken panel,
Nail Into 2x4 members usng two (2) rows at 4' o.c., rows staggered,
Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member,
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f•
This repair detail may be used for broken connector plate at
mid -panel splices,
This repair detail ma not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads.
s
L L
4' o,c,
Typical ~
+ O -f O 'i' O + o
O + O + O + O +
-'1 2e [—
Stagger
= Back Face 10d Box (0.128' x 3', min) Nails,
= Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail Spacing Detail
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12,
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
e
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30,
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
1
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42"
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
s
L
M., B
L Distance
L
Ninlmun
L Distance
B
L z4
7�
L
L
aVARNOtGIas READ AND FVU.UV ALL NOTES ON n¢S DRAVUQ -
■-WMTANT- FURNISH THIS DRAVDING TD ALL CONTRACTORS DICLOM THE DaTALLERS,
��' "'" -- "r a "+
Q" GEN �+�r ''I
S�
REF MEMBER REPAIR
DATE 10/01/14
Trusses require Ktrene care In fabricating, handling, shipping, installing And bract+e. Refer to and
follow the latest edition of SCSI (8uldng Component Safety Infornotion, by TPI And SBCA) for safoty
V� �'\ r
p nctkes prior to peKorning these functions. Installers shaltprovide te,porory brad,g per BCSL
Unless top have attached structural sheathing and bottom char
No. \� C
DRWG REPCHRD1014
noted Otherwise, chord shall properly
shall have o properly attached NRId ceainp. Locations shown far permanent lateral restraint of webs
Q I�
o
shalt have br.ci installed per eCSI sectbnc 83, B7 or Bla, os apdkahle. Apply plates to each face
of truss and position as shown above And on the Joint Details, unless noted otherelse.
C r-�C
1�
flfi ITINODMPANY
Refer to drawings 160A-2 for standard plate positions,
Alp'uie, A dvWon of ITV Building Components Group Inc. shall net be responsible for Any deviatp�fron
this dvwhg any faHure to build the truss In confarnance with ANSI/iPI 1, air far hand 4 g, sh
G V r
r� 7
O♦ 40
Installation L brachl; of trusses.
A s.AI on this d^g or cover cover page Dsting thls drawing, evscates ncceptnnoe of professional
engNeering responsa)lgty sole) far the design shown. The sultabllt And use of this d-I
g°+g�=`
¢ �
for any strtaeture Is the respansbAity of the Bu4dbg Denlgner per ANSVTPI 1 See2
t1�
����'uG
SPACING 24A" MAX
13389 Lake`ront Dnva
Earth City, MO B304B
ALPINfor nore E w Alphwitr onloTPtovr ,n o�gI Seal :�:snnmd =and 'these owewe1;usofaarg
��',;�t'�tSt
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO TRIM
TILLER
EXISTING FILLER 1
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 OPTI❑N.
IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
❑PTI❑NAL PLANT SHELF MAY BE USED UP TO 24' MAX,
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER-DF-REQUIRED-BRACES,-SUCH-AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS N❑T POSSIBLE -TO -DEVELOP -A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
AIrTTrn ❑N THIS SHEET
T USE THIS DETAIL FOR,
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
DER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O').
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 C❑NDITIONS. BRACING REQUIREMENTS MAY
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE'
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ,
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN, VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
—8d-NAIL-S--(0.113x2,5') 2 3' -O.C, AT THE FALSE FRAME HEEL JOINT IF
DESIRED. —----____
VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) fl-GAUGE
(0.120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS,
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
-VAF"Ki of READ AND F®.LDV ALL WITES ON THIS DRAWM .+ - T`%_ 1U11 "-,
_DPgRTANTo FU 1491 n= DRAWING TIJ ALL CONTRACrllRS RIIA.MM THE D=ALLERS ��•� `� j� >, REF BC FILLER
Trusses regWre extreme care In fabricating handling, shippin , Inst.tn and brack�g• Refer to and \� \ r"r
Ito, the latest eustlon of SCSI 1,1,g Cpmponsnt Safety IntParentlan, by 111 11 for safety Q` �GE�S �� . DATE 10/01/14
ctlGe prior to performing these functions [nstntlers shall provLie tenpornryy bradng per BCSL
ess noted otherrisr, top charts shalt have properly attached structural shentNng end battam cbor N DRWG REPBCFILiD14
shall have a properly attached rlpid ceitinR• Location shorn for permanent taternl restroint of robs
shall have 'a. rg lon —rd per aboI sections th j or D10, as applicable. Apply plates to each face
of truss antl ppnodtbn nc sham above antl an tho .bint DetaGs, uMess rotetl otharrise.
Refer to drarings 16DA-Z for standard plate positl—
Alpe,ed, a Avtslon of ITY Bu0.dlrp Components Group Inc shnll no! be responsible for arty devihtlan fr 8 Ae Ir aF' AN 1TWCOWANY tFdr rarkg mY fnftury !o bJW th¢ truss to conformance rtth ANSVTPI 1. or for MndWrg, sHPptrrp,
Instnllatbn t bracY,g of trusses. q�I �.,
A seal on thlr ara.4w or Dover pope lbting this draeNp, trldientes xceptance of professWral :!' '�,� oE'' �Gv
rnR*teeNnp responsbRlty solely for the aast�, shorn. The sultaMliy aril use oP iHs drara,g o O
for nny sirvcture is In
rmation see this
the s ge Doslgner per ANSIRPI 1 See2 �i �F r'�,"v
Earth ity,M nt Odve i Cf V
Earth City, MO 63045 For more inform m T see thts Job's genernl notes pope and these rrb sits. �� G_ v%
_ ALP[Id7 rrraip,nelte,eor0 TPD m.tpinstorgJ SDCN nr.sbelntlustrygrpt tCQ rrrJeesnfe.orp 4e,' �f G� ,itv�
l
SCAB 2X4
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,
❑VERHAN❑ DETAIL
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 Cam),
NOTE: #2 is the minimum lumber grade allowed for all species.
N❑TE1 Add 210# uplift (max.) to reported truss uplift for wall connections,
T ALL CONTRACT
MS a RE An ANB MLgv ALL NOTES oN TM BRAV[NCl
DJ�v , TOTAL TOP CHORD REF 2X4 SCAB O,H,
--DMTAW FILWam TMRAVING TO Q2S INf1UDBiG HE 47STALl.ERS.
Trusses require extreme care In fate l-ting, handl4q, shipping, Installing and trod,&. Refer to and g�, \�GENSF LOAD NOT TO DATE 10/Ol/14
fallow the latest etlltbn of HCSC ®ultltng Component Safety Inforrmtlon, by TPI and SBCA) for safely EXCEED 40 PSF
pnctic¢s prior to perfarning tMca functions. Installers shall, provide temporary bradnp per BCSi.
ess mated other.ise, top chord shall her¢ properly attached structural shea and bottom shard _ No CDEAD PLUS LIVE) DRWG ❑HSCB2X41014
shag hove a properly attached rlgtl ce 1 Locations shorn for pernanent lateral restraint of webs _
shall have bracing Installed per BCSI sections B3, B7 or BID, as aPpticdbte• ApptY plates to each face
of truss aM position aG whom above and on the Joint Betels, -A.- noted otherwise.
Refer to drawings 16DA-Z for standard plate posltlons. $ ATE OF
Alpine, s &W n of ITV B.Aod Conponents Group Inc shall no be responsible for any deviation from
AN ITWCOMPANY this 1vng, any f,.M ro to build the truss In cml.r,once with ANSI/TPI 1, or for harwung sbppu
hatollatbn L brodng of truss¢s�
A sent an this dra.kv or cover page U tb,g this dra.hg, Indicates acceptance of pref—lonat ,O .`�Q
engtleerYg re y sdely far the design zt— The sdtN,Olty and use of this dra.Utg y \.\ DUR, FAC, 1,15/1.25
13389 far amY struettretfw respons6AKy of the Bul,Bng Despner per ANSI/TPI I Secs.i°(�p�1t� �\\
Esnh City.MO 163045 For nore lnf--- oTPl e:rti.�YcLar Qen—at no eclmpa4q.c 1 these .eb sites. m'9 �4yf �V IVPt��ttt`��\ SPACING 24°
ALPIWJ wwwA tp g Y�'gl ICG vwrJcccafe 41