HomeMy WebLinkAboutTRUSS 2-14-18l I t2- o 141
RANEY COMPONENTS
L717Cy 19900 Independence Blvd.
Groveland, FI 34736
Olt POIlel7tS, LLc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS018
Printed: Wed, Oct 11 2017
LOU" 1111 V1111d 11W 1.
Address:
FOR Name and License Number.,
;ustomerName:
Creekslde Lot 18
)R Horton
8429 Cobblestone Dr
7escriplion:
City, State, Zip:
IEAB Aria "C"
Fort Pierce, FL
I nariinn lnfnr► !2finn
-------� ----------------
Roof 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 Std:
Wind Speed:
Bldg. Useage: Building Type:
Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C
MWFRC & C&C w/M
Pages or sheets covered by this seal from: 1 thru
22 Total 22
# DESCRIPTION SEQNO #
DESCRIPTION SEQNO
#
DESCRIPTION SEONO
#
DESCRIPTION SEONO
1 Al 2
A1A
3
A2
4
A3
5 A4 6
A5
7
A6
B
A7
9 ABG 10
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11
B1
12
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13 C1GE 14
MV1
15
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16
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17 EJ7 18
EVA
19
BJ5
20
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21 BJ1 22
CJ7
RECEIVED
FEB 14 20418
ST. Lucie county, Permitting
-' DlgitallysignedbyManuel Martinez
. • 'ON: c=US, o=ldenTrust ACES Business
Representative, ou=M AND E
ASSOCIATES P.A.; cn=Manuel Martinez,
0.9.2342.19200300.100.1.1=A01098000
00014WFUE960000211F
I' Date: 2617.10.12 11:50:21-04'00'
Adobe Acrobat DC version:
2015.006.30352
SERIAL #:
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Page 1 of 1
a
RANEY COMPONENTS
apey 19900 Independence Blvd.
Groveland, FI 34736
omrorrents, Luz one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCSO18
Printed: Wed, Oct 11 2017
Job Information:
Address:
FOR Name and License Number.
stomerName:
Creekside Lot 18
1 Horton
8429 Cobblestone Dr
scription:
City, State, Zip:
AB Aria "C
Fort Pierce, FL
Information
oading
Roof Loads:
TC Live: TC Dead:
BC Live:
BC Dead:
floor Loads:
TC Live: TC Dead: BC Live:
BC Dead:
20
7
0
10
0
0
0
0
Bldg. Code:
Wind Std.,Wind
Speed:
Bldg. Useage., Building Type: Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru 22 Total 22
# DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO
1 Al
2
AtA
3
A2
4
A3
5 A4
6
A5
7
A6
8
A7
9 A8G
10
AM
11
81
12
82GE
13 01GE
14
MV1
15
MV2
16
vi
17 EH
18
EVA
19
BJ5
20
BJ3
21 Bill
22
CJ7
Digitally signed by Manuel Martinez
9nuelRepresentative,
ntative,ou=s[ACESBusiness
Representative, au�f AND E
ASSOCIATES PA,cn=Manuel Martinez,
2
tp9234219200300.100.1.1=A01098000
• 00014134CF8FE960000211F
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2015.006.30352
No .
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Page 1 of 1
I'
Job Number: 136DCSO18
Ply: 1
SEQN: 635713 / T11 / COMN
4EAB Aria "C" /DR Horton MEAB Aria "C"
I
Qty: 7
FROM: AH
DRW:
Truss Label: Al
Wgt: 221.2 Ibs
/ ... 10/11/17
14'47I
19'4" 24'13"99
3'0
3818"7'1D"
4
606'
7710" 110"
EEm5X6
3X4 D
F,3X4
12
6 p
o
(a)
415X6 r
m5X6C
(a)
(a)
G o
4X6(AA2) B
H--4X6(A2)
P
01
N
M
L K
J
912X4
=3X6
=3X4
=3X8 =3X4 =3X6
1112X4
1' 7'B"12 4'3"4 70"1 63"1 5'3"1 2'0"1'} 4'3"4 7'8"12 1'
r T T8"12 y 12' �I14'0"1 19'4" 247"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 too Udefl U# 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 / 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 / - ! - / 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 I HORZ(TL): 0.153 J - - B Min Brg Width Req = 1.9
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9
NCBCLL: 10.00 P
TCDL: 4.2 psf Bearings B & H are a rigid surface.
Soffit 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 g g
BCDL: 5.0 psf Bearings B & H require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.546
Spacing: 24.0 " C&C Dist a: 3.87 it Reps Factors Used: Yes Max Web CSI: 0.616
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 T yp e (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 1083 -1835
Lumber B - C 1398 -2866 F - G 1219 -2327
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
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC B - P 2484 -1085 M - L 1989 -774
P - O 2481 -1084 L - K 2482 -1092
BracingMA)m O - N 2481 -1084 K - J 2482 -1092
(a) Continuous lateral restraint equally spaced on `44 ' N - M 1988 -750 J - H 2485 -1092
member. Or 1x4 "T" reinforcement. 60% length of
web member. Same species & SRB grade or better, Maximum Web Forces Per Ply (Ibs)
attached with 8d Box or Gun (0.113"x2.5",min.)nails �„ 4
wp,; s. Webs Tens.Comp. Webs Tens. Comp.
@ 6" oc.
P-C 289 -13 M-F 457 -710
Tray Scab(s) e -
4 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 qac D - M 457 - 709 G - J 289 -15
additional nail clusters at: BRG.: (0), heel: (0), 1st "' E - M 1320 -720
panel point: (0).
Loading» '
Truss passed check for 20 psf additional bottom q ��'��� ,
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind 46 015A38 FF 50 81 BO 1313 7F49 00 99 2E 85 FO
Member design based on both MWFRS and C&C. olIteaiwaladby &UntH. narkbi",
6"£ i.,tic.G$T2B2f Cx7 tAe: data shaaart aban tn9ng4 SHA-L
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"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 sh! ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componengt Safety Information, by TPI anSBCA) toy saety practices prior to performing these functions. Installers shall provide temporar�
bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathimpp and bottom chord shall have a proper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, 67 or 610,
as applicable. Apply plates to each face of truss and positions as shown above and on the Joinf Details, unless noted otherv✓ise. (tefer to
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITrPI 1, or for handling shippin7, installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS018 Ply: 1 SEQN: 6357171 T22 / COMN
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A1A Wgt: 257.6 Ibs / ... 10/11/17
19'4" 24'3"8
1"5"1`1"I
7'10" 14'4"8 17'10"4 21_ 1'1"112 1_ 30'10"
T10" 6'6"8 3'512 6'6"8 7-10"
cn
0
0
T
N =4X6
1�
F_5X6
112X4 =3X6 =5X10 16(4 112X4 =5X10 `3X8 112X4
1'
F
7'8"13
TS"13
4'3"3 2'2"12 3'9"4 3' 3'S"4 2'2"12
12' 142"1 18' 21' 24'S"4 Z6'8°
4'3'4 7'8"12
30'11"4 38'8"
1'
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 Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.180 0 999 240
B 1523 / 690 1935 / - / 433 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.416 0 999 180
J 1523 / 690 /935 /- /-
/ 8.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA HORZ(LL): 0.092 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.213 L - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria CreepFactor. 1.5
J Min Brg Width Req = 1.8
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.584
Bearings B & J are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.557
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.834
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver. 16.02.01D.0314.13
A - B 27 0 F - G
1406 -2320
Lumber
B - C 1395 -2690 G - H
1351 -2379
C - D 1211 -2132 H - 1
1211 -2132
Value Set: 13B (Effective 6/1/2013)
D - E 1337 -2330 I - J
1395 -2690
Top chord 2x4 SP #1
E - F 1372 -2263 J - K
27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B"
uses design values
Maximum Chord Forces Per Ply (Ibs)
approved 1/30/2013 by
ALSC
Chords Tens.Comp. Chards
Tens. Comp.
B-U 2327 -1081 P-N
12 -6
Wind
U - T 2324 -1081 N - M
2324 -1090
Member design based on both MWFRS and C&C.wa#f
T - S 2324 -1081 M - L
2324 -1090
*asp
S-R 12 -5 L-J
Q - 0 1647 - 646
2327 -1091
.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
U-C 293 -12 F-O
962 -619
�`
C - S - 681 O - P
S - D 247 247 -681 O - G
36 -2
140 -44
S - Q 2129 - 871 O - H
509 -227
av
D - Q 331 0 O - N
2190 - 920
�+' ��s*
E-Q 149 -42 H-N
Q- R 45 -2 N- I
312 -796
391 -582
y
Q - F 935 - 607 I - L
293 -15
40 01 SA38:FI`58 51 80 BB 7F48 00 99 2E S5 FB
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asayins.
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS -
uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, b TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
BCSi. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
'iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1 10,
e. AoDQv Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
any
lis drawing,any failure to build the
on this drawing or cover page_ .
ie design shown. The suitabdtty
Job Number: 136DCS018 Ply: 1 SEQN: 6357111 T7 / SPEC
4EA8 Aria "C" /DR Horton /4EA6 Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A2 I I Wgt: 221.2 Ibs ... / ... 10/11/17
14'4"719� "0"7'1D" 9 '9
TX "7549 606'7
6'67 7'10"
=5X6 E
o3X4 D Fz�3X4
12 I -
6 p
o (a) 145X6
a, �5X6C (a) (a) G
=4X6(A2) B H=4X6(A2)
A I
P
112X4
1' 7'8"12 4'3°4
7'8"12 + 12'
O I N M L K
=3X6 =3X4 =3X8 =3X4 =3X6
F2 10'62 2'0"1
+14'0"1 24'7"1 } 26'8"
J
1112X4
4'3"4 1 Ta"12
30'11"4 38W
�1�
Loading Criteria (psf) Wind Criteria
Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg:� Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
1N1A
Pf: NA Ce: NA VERT(LL): 0.168 L 999 240
B 1606 1684 / 934 ! - / 427 18.0
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: II
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
Mean Height: 15.00 ft
Noffit: 1 00
Code / Misc Criteria CreepFactor. 1.5
H Min Brg Width Req = 1.9
TCDL: 4.2 psf
Soffit: 2.00
Bldg Cade: FBC 2014 RES Max TC CSI: 0.615
Bearings B & H are a rigid surface.
g g
. BCDL: 5.0 sf
P
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007 Max BC CSI: 0.548
Bearings B & H require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
ReplFactors Used: Yes Max Web CSI: 0.616
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01 D.0314.13
A - B 27 0 E - F
1061 -1835
Lumber
B - C 1379 -2866 F - G
1199 -2326
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. Camp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
B - P 2484 -1066 M - L
1989 -759
P-0 2481 -1066 L-K
2482 -1077
Bracing
O - N 2481 -1066 K - J
2482 -1077
(a) Continuous lateral restraint equally spaced on
"T"
A��, dlr
. r re,
N - M 1988 -731 J - H
2485 -1077
member. Or 1x4 reinforcement. 80% length of
web member. Same species & SRB grade or better,
,� v
attached with 8d Box or Gun (0.113"x2.5",min.)nails�
�* -
Maximum Web Forces Per Ply (Ibs)
@ 6„
1. me
Webs Tens.Comp. Webs
Tens. Comp.
_
.:
P - C 289 -13 M - F
463 - 709
Tray Scab(s)'
C - N 388 - 565 F - L
476 - 204
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
to face Nails 8"
-
N - D 475 -2D4 L - G
389 -565
scab of chord with: @ oc, plus
1st
TE
D - M 463 - 708 G - J
289 -15
additional nail clusters at: BRG.: (0), heel: (0),
OF STAB
M - E 1319 -724
panel point: (0).
Loading Truss check sf bottom
.
�
$dditional
passed
chord live load in eas with 42a high x 24 wideAIV
0 N
clearance.
4 z uo;
SERA"' —
Wind
40 015A38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB
Member design based on both MWFRS and C&C.
z, rate naaszeanclasnads�cafcdtyrAar�aSrnarttn� ,
P£(E.tic. YAT£82(nas2hcdaSY`siwa�aa ra umngaSN$3
aefanr,=&n itch
NgatI dcsmiase3th�s tiaet r. srea araaszytu si ad stgnaai and sealed
an6_aa vdectrank
"WARNING— READ AND FOLLOW'V1LL 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 anr7'SBCA).for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have'properly attached structural sheathing and bottom chord shall have a propperly
attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applirable. 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 8uildin�LComponents Group inc.,shall Inot be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.
2.
Job Number: 136DCS018 .;. - Ply: 1 SEQN: 635709 / T6 / HIPS
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A3 Wgt: 236.6 Ibs / ... 10/11/17
T10" 14'2"12 1T 21'8" 24'S"4 30'10" 38'8°
T10° 6'4"12 2'9"4 4'8" 2'9°4 6'4"12 7'10"
25X6 `=5X(3
E F
112X4 =3X6 = X10 M3X4 =4X10 =3X6 112X4
7'8"13 4'3"3 2'2"12 5'1°4 5'1"4 2'2°12 4'3"3 7'8"13 1�
7'813 12' 14'2°1 19'4' 24'S"4 26'8" 30'11"3 38'8"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.164 G 999 240
B 1626 / 694 / 940 / - / 385 / 8.0
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: 11
Snow Duration: NA HORZ(LL): 0.070 K - -
Wind reactions based on MWFRS
Des Ld: 37-00 EXP: C
HORZ(TL): 0.152 K - -
B Min Brg Width Req = 1.9
Mean Height: 15.00 ft
NCBCLL: 00
Code / Misc Criteria CreepFactor. 1.5
1 Min Brg Width Req = 1.9
TCDL: 4.2 psf
2.
Soffit: 2.00 BCDL: 5.0 psf
P
Bldg Code: FBC 2014 RES Max TC CSI: 0.617
Bearings B & I are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007 Max BC CSI: 0.555
Bearings B & I require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
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
C - D 1282 -2361 H - 1
1467 -2912
Value Set: 13B (Effective 6/1/2013)
D-E 1417 -2315 I-J
27 0
Top chord 2x4 SP #1
E - F 1140 -1832
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Chords Tens.Comp. Chords
Tens. Comp -
approved 1/30/2013 by ALSO
B - Q 2524 -1149 N - M
1800 -699
Loading
Truss for 20 bottom
Q - P 2521 -1149 M - L
P O 2521 L K
2522 -1178
2522
passed check psf additional
- -1149 -
-1178
chord live load in areas with 42"-high x 24"-widee
O - N 1800 -677 K -1
2525 -1178
clearance.
.
Wind
saw
No
Maximum Web Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
� ,
Webs Tens.Comp. Webs
Tens. Comp-
Q - C 292 -13 N - F
269 -195
MW
C - O 391 -573 F - M
751 -502
w 'STATE OF1,
D - O 283 - 256 M - G
O-E 749 M-H
283 - 256
391
-502
-573
.. ., a
E - N 270 -196 H - K
292 -15
40 015A38 FF 5B 8180 BB 7F48 00 99 2 £S5 FPr
iis41tnm3"sz8cme6e s?};ned �a>S,.A-lad by Be7atsue3 Matttnrr,
'A (FL. u c.G47IS21 on ttYx t$a2c ahawm a6asrm wig a SRA'I
aztt;entictt�aa rdae.
av�tcd cs�i�,nrxtas dacosszs^tai �s not cdcrad st�cs uad ssaia�
snd the S-Al authentratimccdemiat ht x ifbd caw mydectmni:. .
rr*ia1-
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
attacheyrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page- _
listing this drawingg indicates acceptance of professional 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/TP11 Sec.2.
Job Number: 136DCS018
Ply: 1
SEQN: 635707 / T5 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C"
I
Qty: 2
FROM: AH
DRW:
Truss Label: A4
Wgt: 239.4 Ibs
/ ...
10/11/17
7'10"
14712
1 ' 19'4" i 237 4' "10 3010" 38'8"
T10"
V4"12
9" 4'4" 4'4" "1 6'46 T10"
65X6 112X4 �zX6
E F G
gl2X4
D H 112X4
12
6 F:;;-
'�15X6
r� 05X6 C
o
F
m
m
=4X6(A )B
J-4K6(A2)
R
Q P O N M
L
112X4
=3X6 =3X8 =3X8 =3X8 =3X6
1112X4
7'812 4 3"4 2 2"12 5'1 "4 5'1 "10 2'2"6
4'3"4 18 2
l �
F1'
7'8"12 12'
14'2"1 1'94" 24'5"10 26'8"
30'11"4 36'8"
Loading Criteria (psq Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi 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 1- / 345 / 8.0
BCLL: 0.00 Enclosure: Closed
Lu: 14A Cs: NA VERT(TL): 0.357 F 999 180
J 1613 1697 1938 / - / -
18.0
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.070 L - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C
I HORZ(TL): 0.153 L - -
B Min Brg Width Req = 1.9
Mean Height: 15.00 it
NCBCLL: 00
Code / Misr Criteria CreepFactor. 1.5
J Min Brg Width Req = 1.9
TCDL: 4.2 psf
Soffit: 2.00
2.
Bldg Code: FBC 2014 RES Max TC CSI: 0.612
Bearings B & J are a rigid surface.
9 g
BCDL: 5.0 sf
p
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007 Max BC CSI: 0.554
Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 it
Rep Factors Used: Yes Max Web CSI: 0.624
FT/Ri:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Plate Type(.):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration:1.60
WA�,E VIEW Ver:16.02.01D.0314.13
A-B 27 0 F-G
1270 -2048
Lumber
B - C 1497 -28B2 G - H
1465 -2279
C - D 1313 -2332 H - 1
1314 -2335
Value Set: 13B (Effective 6/1/2013)
D - E 1465 -2276 I - J
1497 -2882
Top chord 2x4 SP #1
E - F 1270 -2048 J - K
27 0
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Maximum Botns. Chord Forces Per
Ply (Ibs)
Lumber value set "'I3B" uses design
n values
Chords Tens.Comp. Chords
Tens. Comp.
approved 113012013 by ALSC
%#1
B - R 2498 -1184 O - N
1933 -820
Loading
R - Q 2495 -1184 N - M
2496 -1213
Truss passed check for 20 sf additional bottom
chord lie load in areas with 42"-high x 24"-wide
,
Q - P 2495 -1184 M - L
P - O 1933 -792 L - J
2496 -1213
2499 -1213
-
clearance.t4
Wind
wts`�" a
f -
Maximum Web Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
,
Webs Tens.Comp. Webs Tens. Comp.
R-C 291 -13 O-G
260 -171
{ e -
C - P 393 - 572 G - N
709 - 542
" � S,° �a -
D - P 349 - 231 N - H
P - E 710 - 545 N -1
345 -230
391 - 571
E-O 259 -171 I-L
291 -15
F-O 210 -232
4001SA38FF5091BO8137F4800932E85FB
Slxitltet fins ts"en ale s ad xd=afadhy M awc-1Martin=,
(Fl.l tic.�Tis31 vco the shacvn�alx a�g a sHA>2
W.Ahenf3n&naxia.
Pry Idc ifs irfss drec:w•mat arm natcxasaf ad �w4dmlad
axad ehxrA>aavRAen'tm9Bcan¢swlen�ntLa�eedfaad e»a"rgadectrert
i
a�Jnt:.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses recq]uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position ais shown above and on the Join Details, unless noted otherwise. (2efer to
draw!ngs 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlgComponents 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 handlia shippinp,l installation and bracing of t usses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pro essronal 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 ANSIITPI1 Sec.2.
Job Number: 136DCS018 Ply: 1 SEQN: 635705 / T4 / HIPS I
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW.
Truss Label: A5 Wgt: 215.6 Ibs .. / ... 10/11/17
7'10"9 13'19'4"
T10"9 5 7 6'4"
m6X6
1112X4
25'8" 30'9"7
6'4" 51"7 7'10"9
1112X4 m4X6=3X4 r=3X8 m3X4=4X6 1112X4
�1' 713 4'3"3 1' 6'4" 6'4" 1' 4'33 T813 1
T8"13 12' 13 19'4" 25'8" 26' " 30'11"3 398"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
i W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.176 E 999 240
B 1616 1699 / 931 / - / 304
18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.383 E 999 180
H 1616 / 699 1931 / - / -
/ 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 Big Width Req = 1.9
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 1.5
P
H Min Brg Width Req = 1.9
Soffit: 2.00
TCDL: 4.psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
.
Max TC CSI: 0633
Bearings B & H are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.513
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.412
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
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 6/1/2013)
D - E 1435 -2373 H -1
27 0
Top chord 2x4 SP 41
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 2493 -1213, M - L
2103 -949
P - O 2491 -1213 L - K
2491 -1242
Loading
O - N 2491 -1213 K - J
2491 -1242
Truss passed check for 20 psf additional bottoms
chord live load in areas with 42"-high x 24"-wide
wk `
��
N - M 2103 -920 J - H
2494 -1243
clearance.'�a
Maximum Web Forces Per Ply (Ibs)
Wind
Webs Tens.Comp. Webs
Tens. Comp.
design based on both MWFRS and C&C.
IraMember
P - C 263 -14 M - F
38B -236
C - N 369 -487 F - L
483 -224
D - N 482 -225 L - G
368 -488
06
D - M 388 - 236 G - J
263 -16
"TAT s..
E - M 301 -376
40 015A38 FF 55 81 BO BB 7F48 00 99 2E 85 F✓8
iislt zAualedfey+ 7Sar ci AAarttnes,
?E €n., tic.aastl3z.(an tt',�ciata ifiowo alacwd u^.3nQ a 5Nb•3
aattse:f�m
?rhtad"fiMaldid drs AW¢ nor cndlieed 4n did xalad
and ikc 5iin? sssihendcascala mar tin kerleak aardcctmr
Ins:
"`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqQuire extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
ComponenF Safety Information, bV TPI ana'SBCA) faF safety practices prior to pertorming these functions. Installers shall provide temporarryv
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attache
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 JoinCDetails, unless noted otherwise. �2efer to
drawings 160A-Z for standard plate posrtlons.
AIpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
tniss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitahrllty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinstorg; SBCA: www.sbdndustrv.com; ICQ www.iccsafe.orq
Job Number: 136DCS018 Ply: 1 SEQN: 635703 / T3 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW.
Truss Label: A6 Wgt 218.4 Ibs / ... 10/11/17
T10"8 11' 16'6"1 19'4" 22'113 27'8" 30'9"8
T10"8 8 5'6"1 2'9"15 2'9"13 5'6"3 3'1"8 T70"8
=6X6 112X4 =5X6 112X4 !226X6
D E F G H
12
6 p o_3X4C I I@3X4 T.
0
I� is
=4X6(A2) B J=4X6(A2)
fi3 A K
S R Q P O N M L
112X4 =3X4=3X6 =3X8 =3X8 =3X6=-3X4 1112X4
1' 7'8"12 3'3"4 I 4'6"1 5'7"12 4'6"3 1' 7'8"12 1'
F 7'8"12 11' 1 16'6"1 22'1"13 26'8" 2T " 33 4 38B"
3� O11"4�
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 loc Udefl U# Loc R / U I Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.173 F 999 240 B 1523 / 701 1916 /- 1263 / &0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 F 999 180 J 1523 1701 / 918 1- ! - / 8.0
BCDL: 10.00 Risk Category: 11 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
Mean Height: 15.00 ft J Min B Width Re — 1.8
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 r9 q
TCDL: 4.2 psf i B & J are a Bea
rings s rigid surface.
Soffit: 2.00 BCDL: 5-0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.602 9 g
p TPI Std: 2007 Max BC CSI: 0.504 Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: OA21
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 - 1 1499 -2347
Value Set: 13B (Effective 6/1/2013) D - E 1604 -2475 1- J 1561 -2676
Top chord 2x4 SP #1 E - F 1603 -2475 J - K 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values Maximum Chord Forces Per Ply (Ibs)
g Chords Tens.Comp. Chords Tens. Comp.
approved 1/3012013 by ALSC
B - S 2312 -1238 O - N 2048 -1059
Wind, S - R 2309 -123B N - M 2048 -1059
Member design based on both MWFRS and C&C. R - Q 2047 -1029 M - L 2309 -1267
Q - P 2047 -1629 L - J 2312 -1267
p ri y as P - O 2493 -1298
Maximum Web Forces Per Ply (Ibs)
New
00: so Webs Tens.Comp. Webs Tens. Comp_
s
S-C 236 -19 F-O 88 -93
C - R 332 -417 G - O 242 -279
$TAT D - R 397 -258 O - H 606 - 379
t D - P 606 -379 H - M 397 -258
"" E - P 241 -279 M -1 331 -416
����� ^e P-F 88 -94 I-L 235 -21
40 015A 38 FF 58 8180 613 7F49 00 99 2E35 FB
This IIumRaabecnakcFnsxis l ®d "-"Imd6y BAara.*el MnrtLnc
2£(FLI Lk."Tialfan the--aY¢sfwv+a alxi u•: ngaS€ib8
st,2h aisetaatreas eTRie.
Pimad cWinaf tiffs doccrm=na nrtcemidrrmd %iipnmdmi mild
=61
, mmydedsank
sa�yim
'"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL. CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro910
erly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1 D,
as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components Group Inc. shall lot be responsible for any deviation from this drawing,any failure to build the
truss in conformance wdh ANSUfP1 1, or for handling shippinp,linstallation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing,indicates acceptance of pr 3 essiona7t 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/TP11 Sec.2.
Job Number: 136DCS018 Ply: 1 SEQN: 635701 / T2 / HIPS
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW:
Truss Label: A7 Wgt 214.2 Ibs / ... 10/11/17
7'B"12 2 4 24 3818"
8"12 37A 543"2 50"4 40"4 9382 1 7'8"12
o5X6 =3X4 m5X6 >a3X4 =5X6
D E F G H
tl
fo
u�
�r 4K6(A2)
v I_I R Q P O N M L I�
=3X4 =3X6 =3X4 =3X8 =-3X4 =3X6 =3X4
1' 7'10"8 F' T10"8 48 1 25"12 112 407'10°8
104 193 231981'12"' 4-04 427"264 1'
38'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
B 1523 1703 1900 I - / 222 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.222 F 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.613 F 898 180
J 1523 1703 / 900 / - / - / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.070 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.160 L - -
B Min Big Width Req = 1.6
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 1.5
J Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.556
Bearings B & J are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.559
Bearings B & J require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.87 it
Rep Factors Used: Yes
Max Web CSI: 0.478
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum
Tens.Comp.Chords Chords Tens. Comp.
VIEW Ver: 16.02.01D.0314.13
A - B 27 0 F - G 1927 -3075
B - C 1593 -2686 G - H 1802 -2842
Wind Duration: 1.60
WAVE
Lumber
C - D 1758 - 2638 H - I 1758 - 2638
Value Set: 13B (Effective
6/1/2013)
D - E 1802 -2842 I - J 1593 -2686
Top chord 2x4 SP #1
E - F 1927 - 3075 J - K 27 0
Bot chord 2x4 SP 91
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.
40 01538.FF5681Bit8B7F4800992E85F8
S.iala le¢reisas r,akctr�ja s®ef aiatl by Uawel Martin",
�n(n. un.0471921 on thadaw shswa abom tnbs a s94.1
a�hemt�it:xs>�adr.
tsteahzdemt3esait}� don;a^.a-�tamaorcr�s3iad �ncd�il smaiark
ms6 tltiz.Sr' .,2 wthcntkziien code nmt ffi vzdf_-d mwidminari:
=0cs.
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
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s reqquire extreme care in fabricatingg handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, bVy TPI and'SBCA) to'r safety practices prior to pertorming these functions. Installers shall provide temporarryY
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
)s 160A-Z for standard plate positions.
a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, .
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ie of this yawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2.
information see this tab's general notes nacre and these web sites- ALPINE- vavw_alnin,*w cam• TPI• www_tninstnmc SACA! www shrind—trr.rn- tCb www irr_cafa
Job Number: 136DCS018 Ply: 1 SEQN: 635721 / T10 / SPEC
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: ABG Wgt 226.8 Ibs / ... 10/11/17
2' 2 1'9"1
7' 12'8" 17'6"4 19'4° � 2l) h 31'8" h 388" {
7' N 4'10"4 19"1 4'10"4 5'8" T
1116X8(R) 1113X4 =5X6 =8X8 =5X6 1113X4 1/I6X8(R)
12 C Dj TC2 E F G H TC3
T 6� T-
o
Cl) =4X6(A2)B J=4X6(A2) ?
1 A K 1
S R- P N jP L
013X4 =4X6 1114X6(R) 1114X6(R) =6X8 I13X4
21' 5' 12W
r1' T1"12 4'10"4 8" 5'1"12 3'0"8 5'1"12 8" 4'10"4 7'1"12 1�
T1"12 12' 2 17'9"12 20'10"4 26' 6 " 31'6"4 38'8"
Loading Criteria (pso Wind Criteria Snow! Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20_00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U ! Rw / Rh ! RL / W
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.080 S . 999 240 B 1513 1747 I - l - l - / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.188 S 999 180 O 2910 / 1365 / - 1- / - / B.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.024 P - - N 415 1134 / - / - / - / 8.0
EXP: C
Des Ld: 37.00 HORZ(TL): 0.058 P J 401 / 193 / - / - / - / 8.0
NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Codel/ Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS
B Min B Width Re 1.8
Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.526 g =
P O Min Brg Width Req = 3.4
Load Duration: 1.25 TPI Sid: 2007' Max BC CSI: 0.734
MWFRS Parallel Dist: D to h!2 � N Min Brg Width Req = 1.5
Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.785 J Min Brg Width Req = 1.5
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, O, N, & J are a rigid surface.
GCpi: 0.18 Plate IType(s): Bearings B, O, N, & J require a seat plate.
Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0113.0314.13
Lumber Maximum Top Chord Forces Per Ply (Ibs)
Value Set: 13B (Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp_
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: A - B 27 -20 F - G 1348 -646
Bot chord 2x4 SP #1 B - C 1346 - 2721 G - H 569 -263
Webs 2x4 SP #3 C - D 1070 -2170 H -1 569 -263
Lumber value set "13B" uses design values D - E 1068 -2169 1- J 138 -296
approved 1/30/2013 by ALSC E - F 169 - 365 J - K 27 -20
Special Loads
-(Lumber Dur.Fac =1.25 / Plate ur.ac = te DF1.25MAPMaximum Bot Chord Forces Per Ply (Ibs)
( ) vr�nxe Chords Tens.Comp. Chords Tens. Comp.
TC- From 56 plf at -1.00 to 56 pif at 7.00 -e "4 P' P'
TC- From 28 plf at 7.00 to 28 plf at 19.33 B - S 2366 -1147 O - N 610 -1294
TC- From 56 plf at 19.33 to 56 plf at 31.67 ; S - R 2396 -1154 N - M 258 97
TC- From 56 pif at 31.67 to 56 plf at 39.67 ! 'e R - Q 2396 -1154 M - L 258 -97
BC- From 4 pif at -1.00 to 4 plf at 0.00 Q _ P 495 - 243 L - J 246 -103
BC- From 20 pif at 0.00 to 20 pif at 7.03 a
BC- From 10 plf at 7.03 to 10 pif at 12.00 a P - O 219 -453
BC- From 10 pif at 12.00 to 10 pif at 19.06 Wk.
BC- From 20 pif at 19.06 to 20 pif at 26.67 Maximum Web Forces Per PI Ibs
BOFC- From 20 1f at 26,67 to 20 If at 38.67 w T x y ( )
P P Webs Tens.Comp. Webs Tens. Comp.
BC- From 4 pif at 38.67 to 4 pif at 39.67 +�
TC- 200 lb Conc. Load at 7.03 "' ° C - S 720 -158 F - O 1063 -2237
TC- 171 lb Cone. Load at 9.06,11.06,13.06,15.06 C - Q 101 -270 O - G 420 -769
17.06
Q506 15
TC- 174 lb Conc. Load at b Cone. Load at 19.06 y Q - E 2059 -1015 H - N 266 -321
7.03
E - P 878 -1556 N - I 347 -798
BC- 127 lb Conc. Load at 9.06,11.06,13.06,15.06 SERt a P - F 2025 -968 L - I 282 0
17.06,19.06 40 015A:3E FF 5B 81 60 6B 7F48 00 99 2E85 FB
Wind nail itain'hw barn Ck ffiea }monad MrA saabdby uawm martheas PE (FL. itc.vars&al an thedim sWwa'aba- u sng aSN�1
Wind loads and reactions based on MWFRS. zaftn' wdc
i"r9atadixs�,afiF�t tlra¢'azz€r�ara nrst cr�xii'€�rad �dnas^:.srid ssakd
anE th�.°"iSR+iaviiheniSiatuaazala nr�t6a.vxrif�5nitacydect�nb_
smLlvs.
"*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reclwire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherv✓ise. (2efer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI> fPl 1, or for handiinW shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of pro essional 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: 136DCS018 Ply: 1 SEQN: 635699 / T19 / HIPS
4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 1 FROM: AH DRW.
Truss Label: A9G I Wgt: 215.6 Ibs .. / ... 10/11/17
12'6"4
t'
19'4"
26'1"12
31'8"
F 38'8" J
77' '
+ K%
6'9"12
r
6'912
5'6"4
7'
in6X8
=7X8
=6X8
=6X6
12
C=6 6 ,.
D
TC2
E
F TC3
G
T 6�
-
T
o
(a)
(a)
(a)
W4co
co
1 =3X10A(B3)BL
H=3X10(B3) a,
P
O N
M
L K
J
JI
1112X4
=5X6=H0308
m6X12
mH0308=5X6
1112X4
264"
124"
1'
6'10"4
5'4°
1'9"1
5'4"
5'4"
1'9°1�
�26'S"1T2
5'4"
1 6'10"4 1_1'
6'10"4
+ 12'2"4
+ 14'
19'4"
+
24'6"
31'9"12
38'8"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.87 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W4, W6 2x4 SP 41:
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
(`•)1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #1 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSi Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.154 D 999 240
B 1764 1813 / - 1- l - 18.0
Lu: NA Cs: NA
VERT(TL): 0.359 D 879 180
Q 4124 / 1841 / - I - I - / 8.0
Snow Duration: NA
HORZ(LL): 0.044 M - -
H 228 / 127 / - / - / - / 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 Brig Width Req = 4.9
TPI Std: 2007
Max BC CSi: 0.875
H Min Brg Width Req = 1.5
Bearing$ B, Q, & H are a rigid surface.
Rep Factors Used: No
Max Web CSi: 0.728
Bearings B, Q, & H require a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate fype(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE, HS
VIEW Ver: 16.02.01D.0314.13
Chords Tens Comp Chords Tens Comp
40 015A38IFF 58 8180 813 7F49 00 99 2E 85 FB
ThU mad =ladtag PAa 3k3nrtinns�
:1E�CCtCiq§aa:BiC..
T'«afists�dcr s mid dWMM=twamt0w&1&md14nad ad:mkd
d CA=idectM _
cwias.
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 - I
27 - 20
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-P 2857 -1281 M-L 711 -1656
P - O 2832 -1276 L - K 711 -1656
O-N 3368 -1529 K-J 91 -191
N - M 3368 -1529 J - H 85 -164
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
P - C
611 -117
M - F
4036 -1778
C - O
640 - 276
F - K
1477 - 2695
O - D
287 - 63
K - G
898 - 2040
D - M
733 -1596
G - J
664 -146
E - M
641 - 792
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,
handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI andSBCA) r safety practices prior to performing these functions. installers shall provide temposrryy
bracing per BCSI. Unfess noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propePly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The sui bllfty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Fn -- info firm con Mi. inh`e nanaml —t— nano anal th.— —h cit c Al PIMP- — alninoih.v --- TPI tnin t n RR(`A- — chrivii 4d rn irn. — i_.fa nm
i
Job Number: 136DCS018 Ply: 1 SEQN: 635724 / T181 COMN
4EAB Ana "C" /DR Horton MEAB Ana "C" Qty: 3 FROM: AH DRW.
Truss Label: B1 Wgt: 93.8 lbs / ... 10/11/17
6'4"8 } 9'8" i 12'11"8 18'
6'4"8 3'3"8 3'38 5'0"8
D= 5X6
6 2 �3X4 C E 3X4
N �
fn
F1�13X4
G 1113X10(E5)
=3X4(A1) B �- �T
A
K J I L H M
1112X4 =3X4 m3X8 1112X4
12'8"
54" l
1, 6'2"12
1-9"4 1'8" 3'5"4
410"12
6'2"12
I 8' 9'8" 13'1"4
18'
Loading Criteria (psp
Wind Criteria
Snow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA
Ct: NA CAT: NA PP Deflection in foe Udell U#
Loc R / U , / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA
Ce: NA VERT(LL): -0.036 F 999 240
B 617 12965 / 378 /- / 194 / 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA
Cs: NA VERT(TL): -0.042 F 999 180
L 442 1154 1303 / 0 / 0 18.0
BCDL: 10.00
Risk Category: II
Snow
Duration: NA HORZ(LL): 0.022 F - -
M 363 / 194 / 232 /- /- / 8.0
Des Ld: 37.00
EXP: C
HORZ(TL): 0.026 F - -
Wind reactions based on MWFRS
Code
NCBCLL: 10.00
Mean Height: 15.00 It
/ Mi.. Criteria Creep Factor: 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg
Code: FBC 2014 RES Max TC CSI: 0.395
L Min Br Width Re = 1.5
g q -
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std:
i 2007 Max BC CSI: 0.298
M Min Big Width Req = 1.5
Bearings B, t, & M are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep
Factors Used: Yes Max Web CSI: 0.179
Bearings B, L, & M require a seat plate.
Lac. from endwall: Any
FT/R
:20(0)110(0) Mfg Specified Camber:
GCpi: 0.18
Plate
Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 16.02.01D.0314.13
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 D- E 684 -445
Lumber
Value Set: 13B (Effective 6/1/2013)
B - C 816 -804 E - F 602 -374
Top chord 2x4 SP #1
C - D 647 -452 F - G 614 -414
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500'
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "1313"
uses design values
approved 1/30/2013 by ALSC
N
B - K 659 -656 1- H 612 -8D8
K - J 656 - 655 H - G 299 - 398
Wind
Member design based on
both MWFRS and C&C.i4F
+
IN
J - I 656 -655
Maximum Web Forces Per Ply (Ibs)
� _
Webs Tens.Comp.Webs Tens. Comp.
P•
K-C 234 -44 I-E 228 -136
u `Wft
C - 1 495 - 420 E - H 332 - 312
D - 1 225 - 392
TAXr
40015AM FF5883808137F4800992E85'F0
akalf 3rei c'h s�soc»ak ttad: tc�+'by 4Aarezzl MFarc3nvs;.
PEg;Luc. zsss(cnu� as stmwast u: rasa a
e��r��rt�d��,•��,rae dsi�sAs�al��
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALLICONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, byy TPI and SBCA) far safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover pa e_
listing this drawingg indicates acceptance of protessionak 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 ANS11TP11 Sec.2.
Job Number: 136DCS018 Ply: 1 SEQN: 704579 / T17 / GABL
4EAB Aria19.0 Ibs "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
10/11/17
Truss Label: B2GE Wgt: 1/ ...
to
N
ro
=2
3
1'
VW —+ 1'4- -�
(TYP)
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C
Des Ld: 37.00 Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
g8" 19'4"
9 8"
— 1W4"
19'4"
_t
19'4"
Snow Criteria (P9,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.033 S 999 240
B• 91 / 39 / 53 / - 116
/ 156
Lu: NA Cs: NA
VERT(TL): 0.043 S 999 180
p* 168 / 91 / 121 / - /-
124.0
Snow Duration: NA
HORZ(LL): 0.023 M - -
Wind reactions based on MWFRS
HORZ(TL): 0.027 M - -
B Min Brg Width Req = -
Code / Misc Criteria
Creep Factor. 1.5
Q Min Brg Width Req = -
Bldg Code: FBC 2014 RES
Max TC CSI: 0.157
Bearings B & Q are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.162
Rep Factors Used: Yes
Max Web CSI: 0.120
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 27 0 1-1
384 -85
WAVE
VIEW Ver: 16.01.01.0402.20 11
B - C 169 -190 J - K
341 -108
El
40 015A38 FF 50 8180 BB7F4E 00 99.2E 85 FB
'a'rait lteraclres iascncl�.. siud.s.�sfms day Pdaaasc9 Marttn�r,
�f+'3..tie.�Zit<a{c�rse?��€.a3eslesaaa�snY�^aa�az�nga5att L
s�laisnt�a'ta>v�f+z.
S'�=Vd crptnofthsh iincunnrAm not amAdwil: md=12d
seed 8t�s.isuQda3�tsaAia�2crns�t kzez�riF�.i.cc« a�g�ectrmr..
r�iux.
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
see this
C-D
169 -171
K-L
233
-56
D - E
205 -151
L - M
203
- 76
E-F
252 -131
M-N
177
-99
F-G
300 -110
N-O
141
-121
G-H
351 -89
O-P
37
-80
H-1
401 -87
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B -AC
194 -182
W - V
65
-22
AC -AB
196 -183
V - U
64
-22
AB -AA
197 -185
U - T
64
-21
AA- Z
198 -185
T - S
64
-21
Z-Y
198 -186
S-R
65
-21
Y-X
199 -186
R-Q
66
-21
X-W
199 -187
Q-P
79
-14
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
C-AC
112
-55
V-J
145
-28
D -AB
107
- 75
U - K
282
-198
E -AA
99
- 73
T - L
70
- 31
F - Z
100
-73
S - M
66
-25
G - Y
154
- 74
R - N
86
- 27
H - X
187
- 82
Q - O
323
-189
I - W
40
- 242
'V,Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
illfPI 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drawing or cover page- _
G acceptance of professional engineering responsibility solely for the design shown. The suitability
tr any structure is the responsibility of the Building Designer per ANSI[TPI 1 Sec.2:
oars] nntes nano and thaw wah sit— Al PINE• w alninaitw.mm• TPI[ ww Ininstam, SSCA- w sbcindustm-cam- IM www.ir fe
i
Job Number: 136DCS018
Ply: 1
SEQN: 697166 / T9 / GABL
4EAB Ana "C"/DR Horton 14EAB Aria "C"
Qty: 1
FROM: AH
DRW.
Truss Label: C1GE
Wgt: 43.4 lbs
/ ...
10/11/17
4,2"
8'4"
4'2"
4'2n
f --- 1'6"—
1'4"-
P)
E=4X4
12
6
D
F
C
G
LO
it)
CV
I
p
2X4(A1) B
H=2X4(A1)
T
1 �
N
M L K J
8,4„
.8,4„
1
Loading Criteria (psf) Wind Criteria
Snowl Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL I W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.026 K 999 240
B 375 / 173 / 251 / - ! 118 16.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): -0.030 K 999 180
H 375 1173 / 251 / - /- 18.0
BCDL: 10.00 Risk Category: II
Snow Auration: NA HORZ(LL): -0.012 D - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00
I HORZ("fL):-0.014 D - -
B Min Brg Width Req = 1.5
Mean Height: 15.00 ft
NCBCLL: 10.00
Code '/ Mi.. Criteria Creep Factor. 1.5
H Min Br Width Re 1.5
9 q
TCDL: 5.0 psf
Soffit: 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.187
Bearings B & H are a rigid surface.
9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI St! d: 2007 Max BC CSI: 0.147
Bearings B & H require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.00 itRep
Fpctors Used: Yes Max Web CSI: 0.058
Loc. from endwall: Any
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: 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 673 -349 H - 1 27
0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
B - 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.
oqp,,
Wind
x1 -
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
Member design based on both MWFRS and C&C.
s
No 04
C-N 91 -15 K-F 148
-36
Additional Notes
D - M 148 -36 J - G 91
-15
See DWGS A16015ENC101014 & GBLLETIN1014 for
E - L 152 -237
99 able wind bracin and other requirements.
t:
400 15A38,FF5BEMB0BB7F4900992E85FB
Thu he smntM04
"TEPf nn E3ie&ft, ftwia Am Wng a SH, 4
ih ent#a.:;s�as Diu.
raatc zc�i dssua ra: air tcsan ssmd aaen a, s9 sm Nd
rm kn ..
**WARNING** READ AND FOLLOW AL
—IMPORTANT"* FURNISH THIS DRAWING TO ALL
Ire extreme care in fabricating, handlin shipping, in:
Ire
Information, by TPI an r7 SBCA) for safety pract
BCS1. Unless noted dthenvise,top chord shall have prc
O101e
ceiling. Locations shown for permanent lateral rests
e- Aoo9v elates to each face of truss and position as
a division of
INCLUDING THE INSTALLERS
t. Refer to and follow the latest edition of BCSI (Building
ming these functions. Installers shall provide temperarY
ucturai sheathing and bottom chord shall have a properly
lave bracing installed per BCSI sections B3, B7 or 10,
on the Join f Details, unless noted otherwise. (2efer to
r any deviation from this drawing any failure to build the
Ang of trusses.A seal on this drawing or cover pa e
msfbllity solely_for the design shown. The suitability
any
Job Number: 136DCS018 Ply: 1 SEQN: 697167 / T20 / VAL
4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: MVII Wgt: 16.8 Ibs / ... 10/11/17
R
4'3"8
4'3"8'
4'3"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.007 C -
Des Ld: '37.00
EXP: C
HORZ(TL):-0.008 C -
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
CreepFactor: 1.5
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC'2014 RES
Max TC CSI: 0.188
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.140
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.111
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
Wind Duration: 1.60
WAVE
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.
ST '
4001SA38 FF5B 81130 80 7F4900992E&5FB
Ws 11ait>'lraalna Se md'.wd wMadby Ma ml Wrtbw,
u'�6.tis.�E42}�-�ra�sta�xh�w�waai��53S&ni
iz+�t4ra3&*a. rexfa.
aiztedc tfsr si dcmm WamBratmsa and a'd,2ndmime
mad ftwvlhaotunlbmob fa ncsr be arc ifsd raa wyda:tmtk
caries.
T
1
♦Maximum Reactions (Ibs), or*=PLF
Loc R /U /Rw /Rh /RL /W
D* 75 116 152 /- / 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 Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 151 -15
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
uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
gt Safety Information, by TPI anc7'SBCA) toi saety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610,
1 e._ Apply plates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
a division of
II PI 1; or for h
acceptance
any structure
its drawin any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS018
Ply: 1
SEQN: 697168 / T21 / VAL
4EAB Aria "C" /DR Horton MEAB Aria "C"
Qty: 1
FROM: AH
DRW.
Truss Label: MV2
Wgt: 14.0 Ibs
! ... 10/11/17
12
6 �
1112X4 B
T
3X4(D1)
ALj
iv
, 1112X4
213°8 P
2'3"8
ou iE:
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20.00 Wind Sid: 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): NA D* 75 / 13 / 49 / - / 10 127.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II Snov� Duration: NA HORZ(LL): -0.001 C - D Min Brg Width Req = -
EXP: C I HORZ(TL):-0.001 C - Bearing D is a rigid surface.
Des .00 Mean Height: 15.00
NCBCLL: 10.00 It Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.037 Maximum To Chord Forces Per PI Ibs
Soffit: 2.00 BCDL: 5.0 psf p y (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.038 Chords Tens.Comp.
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.030 A - B 19 -37
Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate IType(s): Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp.
Lumber
A-C 76 -7
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP 91 Webs Tens.Comp.
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values B - C 78 -48
approved 1/30/2013 by ALSC
Wind hi
)t
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
':. ..
r
STAT
•..
40Gi5A38FF5B81BOBB7l` 0099.2ESSFB
Tbuk rrt4 s&vecasnk ' s rasallo sLwladbyWat'dMart ,
PEIt. 6s.e47-lwtonthe a�az�fuZstraSsx�M�ogas&&a i -
PYStssu caasihi�"r_ca�nut d�:ta3�aldd
egad Ltax2'oxA.xa�asfaea�azt%�.aax�Sfl�d �r asr�md�Fmrsk
cros<Ims.
"*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALLICONTRACTORS INCLUDING THE INSTALLERS
e re
u!re extreme care in fabricating handlin sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ieng Safety Information, by TPI anc�'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary
Ter BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910,
cable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 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 handlin% shlppinp, installation and bracing of trusses.A seal on this drawing or cover pa e
this drawing. indicates acceptance of pro engineering responsibility solely_forthe design shown. The suitability
any
Job Number: 136DCS018 Ply: 1 1 SEQN: 697169 / T1 / VAL
4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW:
Truss Label: V1 Wgt: 16.8 Ibs .. / ... 10/11/17
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l36" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
1'6" 3'
1'6" 1'6"
12
6
3X4(D1) B-3X4=3X4(D1)
A C
v
3'
3'
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): -0.002 999 240
Lu: NA Cs: NA
VERT(TL): 0.003 999 180
Snow Duration:.NA
HORZ(LL): 0.001 - -
HORZ(TL):-0.001 - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.032
TPI Std: 2007
Max BC CSI: 0.044
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver. 15.01.01.0402.20
4001SA39FF5B! BGB87E4800992E85FB
3"raitftsr.cYias ess Iezz .'s nda =aW by M==Imutinez,
FE(t3.. 1€c.a9iFH3}esr t2i�: afit4u:�c aE a .s s;nga SNS 3
axsan�catia
=6 tta W'A1cac.avdmm tmnk
Pius.
♦ Maximum Reactions (Ibs), or `=PLF
Loc R /U /Rw /Rh /RL /W
D' 75 /18 /35 /- /5 /36.0
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Camp.
A-B 125 -115 B-C 125 -115
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 116 -100
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qguire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
CC.
ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610,
. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
60A-Z for standard plate positions.
a division of
-I F' I 1, or Tor m
acceptance
any structure
its drawin any failure to build the
on this drawing or cover page ie design shown. The suitability
Job Number: 136DCS018
Ply: 1
SEQN: 697170 ! T15 / EJAC
4EAB Aria "C" /DR Horton MEAB Aria "C"
Qty: 20
FROM: AH
DRW:
Truss Label: EJ7
Wgt: 23.8 Ibs
/ ... 10/11/17
C
77
12
6
M
O tfJ
M
V'
2M(A1) B
T
A
D
1 �
7,
A
T _
Loading Criteria (psfl
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL 1 W
B 336 1117 / 259 / - / 173 18.0
TCDL: 7.00
Speed: 160 mph
Pf: NP' Ce: NA
VERT(LL): NA
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 uration: NA
HORZ(LL): -0.021 D - -
C 171 / 133 191 / - / - / 1.5
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
HORZ(TL): 0.031 D - -
Creep Factor: 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code ! Misc Criteria
NCBCLL: 10.DD
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.496
D Min Brg Width Req = -
C Min Brg Width Req = -
Load Duration: 1.25
"
MWFRS Parallel Dist: h/2 to h
TPI StId: 2007
Re Factors Used: Yes
Max BC CSI: 0.366
Max Web CSI: 0.000
Bearing B r a rigid surfa
Spacing: 24.0
C&C Dist a: 3.00 ft
p ,
seat p
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 It
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-B 27 0 B-C 77 -151
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp.
Lumber value set "l36" uses design values
approved 1/30/2013 by ALSC
B - D 0 0
Wind
Member design based on both MWFRS and C&C.
Aw
`STATE
GERIALA
40 015A
38fF 5S 8160 BB7F4S 00 99 2E 85 FIB
f*E?Fi..f�e.di93.f
z13Lti@R7tdW
o���s"sEa?s ihawrtn6ma�s wtin�aSH�=1
ESC79i�'1C.
i:sudelr��rs�3'tt3s
cirx� matcs�siad it�sa*ax^ad .aai�t4
C tfirz.3
sti�fes,U`ca9'.cxacz�tszrn+�zt$•maau§f�i.�e grsdcei�vrdr.
c.&ims
—WARNING— READ AND FOLLOW ALL
NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL
CONTRACTORS INCLUDING THE INSTALLERS
latest BCSI
Trusses require extreme care in fabricating, handlingshipping, installing
Component Safety Information, bV TPI and'SBCA} g safety practices
bracing per BCSI.. Unless noted oThenvise,top chord shall have properly
Locations for lateral
and bracing.. Refer to and follow the edition of (Building
prior to performing these functions. installers shall provide temporarryy
attached structural sheathing and bottom chord shalt have a pro ppefly
of webs shall have bracing installed BCSI sections 63, 67 or 1310,
attached rigid ceiling shown permanent restraint
as applicable. Apply plate. to each face. of truss and position as shown
per
above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Buildingg�Components Group inc.,shall notl
truss in conformance with ANSIffPI 1, or for handling shipping, installation
be responsible for any deviation from this drawing,any failure to build the
and bracing of trusses.A seal on this drawing or cover page_
Iisting this drawingg indicates acceptance of professana engineering
this drawing for structure is the responsibility
responsibility solely for the design shown. The suitability
of the Building Designer ANSl1TPI 1 Sec.2.
and use of any
For more information see this tob'sgeneral notes paqe and these web sites: ALPINE:
per
wwwA ineitw.com' TPI: www. inst.o • SBCA: www.sbcindu .cm ; [CC: www.iccsafe.orcj
Job Number: 136DCS018 Ply: 1 SEQN: 697171 / T16 / EJAC
4EAB Ana "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW.
Truss Label: EJ7A Wgt: 21.0 Ibs .. / ... 10/11/17
2X4(A1
T3
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 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 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" 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)
Deft/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs:'NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.024 C -
HORZ(TL): 0.034 C -
Code / Misc Criteria
Creep Factor., 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.505
TPI Sid: 2007
Max BC CSI: 0.373
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.21)
No 047182
STATE OF
1B
4001 5A 38FF5B8180BB7F4900992E95FB
rts& ttemits<2 been aleserfassfs/s�rad aasf ssatcd by P6&�ac9 kaatttner,
Ff (tl. itc.pdISH21 asi t':ia daSc shawa usanS a sHS»7
axsdtertttatte�rsde.
P§btedcrpuzafuis dmurssastxr not cumsllwad sknesl=dml2d
and tfsC,S3R,3 asxthenE4'catcensco3a snsttaaaerifibcas argdtrar3i
czmlas..
B
♦ Maximum Reactions (Ibs)
Loc R !U /Rw /Rh /RL /W
A 270 / 41 / 188 /- 1100 / 8.0
C 128 /13 /104 1- /- /1.5
B 174 /81 /95 /- /- /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
*"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
9uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI anc7'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 properly
aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
'IF'i 1, or Torn
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
SSCA
I "
Job Number: 136DCS018 rwQPltygt:
1 SEQN: 697172 / T12 !JACK
4EAB Aria "C" /DR Horton MEAB Aria "C" : 6 FROM: AH DRW:
Truss Label: BJ5 16.8 Ibs / ... 10/11/17
C
77
12
6
t'7
C tat
CV
cM
2M(A1) B
A
D
1r
� 5'
I 5'
Loading Criteria (psf)
Wind Criteria
SnowlCriteria (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 L/defl L/#
Loc R / U / Rw / Rh / RL / W
B 263 / 96 1208 / - / 129 18.0
TCDL: 7.00
Speed: 160 mph
PUN I Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 90 113 170 / - / - / 1.5
BCDL: 10.00
Risk Category: it
Snow uration: NA
HORZ(LL): -0.009 D - -
C 119 / 93 ! 62 / - / - / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL):-0.011 D - -
Wind reactions based on MWFRS
Code 1 Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2014 RES
Max TC CSI: 0.309
D Min Br Width Re
9 q = -
'
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: � 2007
Max BC CSI: 0182
.
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
A-B 27 0 B-C 53 -120
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
o 04710
40015A38IFF5B81SOBS7F4800992E 95FB
ThItei
ttaand =IadbgVa.w lMirtins
PT. (n., tis.GSJFtt2tam �mca4c spawn abate sr.}ng a stiA<3
tad�a��svditss d�ar.:asstmm mat cmd'�ad vgma�'xnd salad
�s6 ihc=„h"k>1 stihDwandraAianrc.�e mut��ndf9�l wxamyt9txtron8: '
Maximum Bot Chord Forces Per Ply (Ibs) I c
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating'handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVy TPI andSBCA) t0F salPety practices prior to pertorming these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl 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 Buildin Components Group Inc..shail 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, ihstallation and bracing oftrusseS.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's general notes Dace and these web sites: ALPINE: www.alDineitw.com: TPI: www.tDinst.om: SBCA www.sbcindustrv.com: ICC: wwwic safe.ora
Job Number: 136DCS018 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 .. / ... 10/11/17
A
T
M
O
LO
2X4(A1) B
CV
1-3 A
D
3'
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell LJ#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA 1
VERT(TL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.004 D - -
Des Ld: 37.00
EXP: C
HORZ(TL):-0.004 D - -
Code / Misc Criteria
NCBCLL: 10.OD
Mean Height: 15.00 ft
CreepFactor. 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.174
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.072
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 15.01.01.0402.20
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 61112013)
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.
0
4001SA38FF5381BO8B7F480099 2E 85F8
rnl, item halb�okzt€anec j %syfnvd Zndf4aled by Ma M1?'tarteWX'
n (FL. Lk.047.193( cn thcea� shae�eat ,�,in� a SNd i .
authcnt�a�a,1�,
�tedzs�irercha`s tlocexaxet�m nat cmmid�xed sr`�d s�a�d
xsad etse. �=Ijl afa*Mecde mut h4wAfbd an wwrd ctre.3'
�1ns.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 193 / 76 / 162 / - / 86 18.0
D 51 /6 /41 /- /- 11.5
C 64 /51 /30 1- I- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by�r TPI andSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro pefly
id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 63, B7 or 61D,
e. ADX plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of
InCe win ANSI/ I F'I 1, or Tor n
in g indicates acceptance
5 thawing for any structure
see this lob's general notes page anc
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
I Truss
Arbae C" //DR Horton MEAB Aria "C" Il: BA Wgt 11.2 Ibs I FROM: AH 174 / T14 / JACK I DRW % 10/11/17 I
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 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
12
6 [�7- C
2X4(A1) B co
T
o Ln
co
D
Snowl Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL / W
B 150 / 77 / 145 1- / 42 / 8.0
Pf: NA Ce: NA
VERT(LL): NA
Lu: Nd Cs: NA
VERT(TL): NA
D 11 110 / 18 ! - 1- 11.5
Snow NA
HORZ(LL): 0.001 D -
C -14 / 28 / 25 / - / - / 1.5
DDuration:
HORZ(TL): 0.001 D -
Creep Factor. 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.015
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/R7�:20(0)/10(0)
Mfg Specified Camber:
Bearing B requires a seat plate.
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver,. 15.01.01.0402.20
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 28 -19
FF 50 81.80 BB7F48 00 992E 85 FB
alettir�usit�w.'jz acedad=Ia4 by rdvwml Maritrsea4
(en Me dmar0tovokabew wbi; a SBM 3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
pmtgd taapixnlcfds dwae=s aat cunstdsad Opwa dend=lad
and 11h VAA aus3irendcattcnufla mr t is aarsif ed an widmt ank
rsylos
""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
recq]uire extreme care in fabricating9 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, byy TPI and'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chard shall have a propperly
d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracinpp installed per BCSI sections B3, B7 or B10,
ira15 Apply plates to each face of truss and position as i hown above and on the Jo
Details, unless noted otherwise, (2efer to
is 160A-Z for standard plate positions.
a division of ITW BuiIdi.c�Corn .ents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIIfPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page,
this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
le of this thawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Job Number: 136DCS018 Ply: 1 SEQN: 697175 / T25 / HIP_
4EAB Aria "C" /DR Horton MEAB Aria "C" City: 3 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 10/11/17
T
41'3
6'3" 9110"1
6'3" 3'7"
6'1"4 3'2" 6"1
1'S 6'1"4 974 9'1
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 h12
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 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 0 pit at -1.41 to
55 plf at 0.00
TC- From 2 plf at 0.00 to
2 plf at 9.84
BC- From 0 plf at -1.41 to
4 plf at 0.00
BC- From 2 plf at 0.00 to
2 plf at 9.84
TC- -7 lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TC- 238 lb Conc. Load at 7.07
BC- 23 lb Conc. Load at 1.41
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
L�]
Snow Criteria (Pg,Pr in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
Pf. NA Ce: NA
VERT(LL): 0,015 G 999 240
B 330 / 208 ! - /_ / -
Lu: NA Cs: NA
VERT(TL): 0.034 G 999 180
E 385 / 175 / - 10 / 0
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 /- /- /-
HORZ(TL): 0.010 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: 0.241
E Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.326
D Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.256
Bearing B is a rigid surface.
gearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
/W
Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
WAVE VIEW Ver: 15.0101 0402Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 -290 F- E 0 0
G - F 591 - 288
%`e rya 1 ''o� Maximum Web Forces Per Ply (Ibs)
�� Webs Tens.Comp. Webs Tens. Comp.
10 G - C 286 -47 C - F 345 -709
No b4llez
i 1% STATE
40 01 5A 38 FF 50 8180 BB 7F 49 00 99 2E95 FB
lh'u iraandi=21M'by Maw.1 mart�cr,
Psi (FL. t@c.�4T.iffiteer [�.,�xSsSe sftawrt aC¢am w.feg a SN;c<i
au�cheridcattc�,¢�dtt.
ntaod cvp; aft9sdoerx; A= not cwil&rod s�pcd and sealed
and tiaa ra.z ar air S ssode ensssi ba rvulfcd maaydaaionio
taus.
"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information; byy TPI and'SBCA) 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 properly
1id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lalled per BCSI sections B3, B7 or 610,
le. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. t2efer to
60A-Z for standard plate positions.
a division of
any
its drawing,any failure to build the
on this drawing or cover pane
re design shown. The suitability
Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ors 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nrr, 1pn mnin Wind Sneed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) Ix4 'L' Brace r
(1) 2x4 'L' Brace w
(2) 2x4 'L' Brace ww
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
p r
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
B. t'
9' 3'
9' 7-
12' 2'
12' 8'
14' 0'
14' 0'
S f- r
#3
3' 8-
5' 9'
6' 2-
7' 8'
7' 11'
9' 1'
9' 6'
12, o'
12' 6'
14' 0'
14' 0'
<J
Stud
3' 8'
S' 9'
6' 1'
7' 8-
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
o
H F
Standard
3' S.
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6-
10' 4'
ti' 1'
14' 0'
14' 0'
n%
#1
4' 0'
6' 8'
6' IV
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12, 9'
14' 0'
14' 0'
-J
S P
#2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14, 0'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7-
t0' 11'
it, 8'
14' 0'
ill 0'
(U
C
D f L
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
t0' I
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' It-
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'
8' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
E)
S P F
#3
4' 2-
7' 1'
7' 9-
e' 9'
9' t'
10' 5'
101101
13' 9'
14' 0'
14' 0'
14' 0'
U
i�
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' t'
10' S'
10' 10'
13' 9'
14' 0'
14' 0'
14' 0'
a
0
O
ll P
Standard
4' 2'
6' 1'
6' 5'
B' 1'
8' B.
10, 5'
10, 10,
12, 8'
13' 7-
14' 0'
14' 0'
S P
#1
4' 7'
7' 7'
7' Ill
9' 0'
9' 4'
10' e'
it, 1'
14' 0'
14' 0'
14' 0'
14' 0'
q2
4' 5'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
t3' 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Q
r
D1 r L
Stud
4' 4-
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, it'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10, 10,
11' 10,
12' 7'
14' 0'
1 14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P P
#3
4' 7'
1 8' 2'
8' 5'
1 9' e'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
U
F
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
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' 1'
B' 5'
8' 8'
9' 11'
10, 3'
11' 9'
12, 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14'-0'-
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0-
14' 0'
14' 0'
-1
D P L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
l4' 0'
a
Standard
4' 7'
6' 6-
6' 11'
8' 8'
9' 3'
11' 6'
12, 0'
13' 7'
14' 0'
14' 0'
Truss
vertical length may be
I
I
doubled when diagonal
18'
brace Is used Connect
L
I
diagonal brace for 60011
'L'
tl
at each end. Max web
I
Brace
total length Is 14'.
31E ilE
2x6 DF-L #2 or
better diagonal
T
I
Vertical length shown
(
bracel single
B,
In table above.
(
or double cut
L
45•
(as shown) at
1
upper end
Connect diagonal at
aid oht of vertical. web,
- "
Refer to chart above for R
owvARNDN(13ww ROAD NO FOLLOV ALL NITIES'011 THIS DRANIM
��•
w.WMTANTws FURNUM THIS DRAVING M ALL ClINTRACTDRS DC=I% THE INSTALLERS
�� t
Trusses require extreme care in febricatir>B, Installing and bracing. Refefi,-to and
follow the latest edkhn of BC8I (11u4ding Conponent Safety Information, by TPI and SBCA) for`safety
Q,
prnct1c% prior to performwmg theca functions. installers shall provide temporary b•aclU per DCSI
Unless rated otherelse, top chord shalt have properly attached structural sheoSNng vM bottdn chord
y
Locations43,B7RIO, For permanent
shall have o properly attached rItildBCSI sections be. lateral t" tolnt h webs ,
zhWl have 6rocng 4mstnUvd per SCSI sections $3, B7 or H10, as oopp��kobly. Apply platys to each Pncv
+:
IILr.Il��'
of truss and position as shown above and on the Joint Dotalls, rirdess noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
AN ITWMMPAW
Alpine, a division of I1V Busding components Group Inc shall not be responsible For aarrtyry devWtkrn from
th drawing, any fail." to build the truss in conformance with ANSI/TPI 1, or for horxAng, shipping,
s
In tWtation L b-Ing of trusses.
A seal on this dm*g or cover page Usthg this drawing, bdicates aaeptance of professlan at
4
erptrwering responsmPlttyy solely for the design shown. The su ltablity and use of this drawhg
133ag Lakefranl Drive
Enrlh City, MO 63U45
for any structure Is t)ry responsbDty oP the BulIding Designer per ANSI/TPI I S-Z
For more Information see this Job's gemerel notes page and these web site.
ALPINE, nw.alpineltw.coml TPD www.talnst.oror SBCA, www.sbc WeIM ww .1-Fe.org
Bracing Group Species and Grades -
Group A;
S mute-Plne-Flr Hen -Fir
at
/ lip
#2 Stud
#3 Stud #3 Standard
Doucilds Flr-Larch Southern Pine't m
#3 #3
Stud Stud
Standard I Standard
Group Bi
Hen-Flr
#t 4 Btr
#t
Dou t¢s Fir -Larch Southern Pinewww
at #t
#2 #2
ix4 Braces shall be SRB (Stress -Rated Board).
wwFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values ran be used with these rades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uptlft connections for 75 piF over
continuous bearing (5 psf TC Dead Load).
Goble end supports load from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' NO nails.
)K For (1) 'L' bracer space nails at 2' o.c,
In IS' end zones and 4' =_ between zones.
)K)KF'or (2) 'L- braces, space nails at 3' o.c.
In IS' end zones and 6' o.c, between zones.
'L' bracing must be a minimum of 80'/, of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No Splice
+ Refer to common truss design for peak, splice, 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
Less than 4' 0'
2X3
Greater than
AST/AT,U Or
MAX, TOT, LD, 60 PSF
MAX, SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nl 1Pn mnh Wind SOPPd. 3n' Mann Hninht. Partially Fnrlmsed. Fxnn Sure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) Ix4 'L' Brace )I
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace tK
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace 11
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
i--)
#1 / #2
3' 8'
6' 3'
6' 6'
7' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
S P f
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14, 0'
U
L� P
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
I1' It,
13' 7'
14' 0'
O
I�
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' Ill
9' B'
10' 4'
13' 1'
14' 0'
#1
3' 10'
6' 4'
6' 7'
7' 6' 1
7' 9'
8' 11' 1
9' 3'
11' 9' 1
12' 2'
13, 11'
14' 0'
—
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' I1'
8' 9'
9' 1'
10, 1'
to, 10,
13' 8'
14' 0'
'
F
Stud
3' 7'
4' 10'
5' 2'
6' S'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10,
13, 8'
14' 0'
d
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
8' 3'
e' 11'
9' 7'
12' 2'
13, 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
U
S P F
L_I
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' S.
9' 11'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
O
/� F
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' 10,
12' 8'
0
14' '
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'
/
11
S P
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
93
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
to' 5'
12, 5'
13' 3'
14' 0'
14' 0'
QJ
D F L
Stud
4' 1'
5' 11'
6' 4-
7' 1t'
8' 5'
10, 0'
10' 5'
12' 5'
13, 3'
14, 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' S'
10' 2'
li' 0'
It, 9'
14' 0'
14' 0'
C5
U
S P F
#1 / #2
4' 8'
7' 11'
1 8' 2'
9' 4'
9' 8'
t0' 1'
Ill 6'
14' 0'
14' 0'
1 14' 0'
14' 0'
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
to, it,
it, 5'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
e' 1'
9' 2'
9' 6'
10' 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
H F
I
Standard
4' 5'
6' 6'
6' 11'
8' 6'
9' 3'
10' It
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
e' 3'
9' 5'
9' 9'
11' 2'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
Il' 1'
il' 6'
14' 0'
14' D'
14' 0'
14' 0'
#3
4' 6'
6' 10,
7' 3'
9' 1'
9' 7'
Ill 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' C'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
Ill 0'
It- 6'
14' 0'
14' 0'
14' 0'
14' 0'
ri
Standard
4' S'
6' 1'
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12' 8'
13' 7'
14' 0'
14' 0'
able Truss
,
Diagonal brace option,
T
vertical length may be
doubled when diagonal
18'
)K
brace Is used. Connect
L
diagonal brace for 690#
'L'
at each end. Max web
Brace
total length Is 14',
ilfB
2x6 DF-L #2 or
better diagonal
T
Vertical length shown
braced single
I
8,
)K
In table above.
or double cut
L
45•
Cos shown) at
1
_
upper end.
ipi
Connect dlagonol at
midpoint of vertical wek
AN ITW COMPANY
. 13388 Lekefr10rive
Earih City,on
M063045
W�l N41 N11k, Refer to chart above for rnx gsl0le'"" "'r4tNa4 leng
—WARNING" READ AHD FOLLOW ALL NOTES ON TI9S DRAWRQ �� ;" 1"
uDPMTANT- FURNISH THIS DRAVIM TO ALL CONTRACTORS H70.U011,113 THE INSTALLERS.
Trusses require te care In Pabrk¢ting, handling, shipping, installing and bracing. Refer to and ��\�`��&
folios the latest edition of BCSL UhAe'ng Conponont Safety Information, by TPI and SBCA) for safety
practices prior to performing these functions. Instaltvrs shall provide temporary bracing per BCSL
Unless noted otherwise, top chard small have properly attached structural sheathing and bottom chord _2 No
shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of ebs
shall have bracing Instaged per SCSI sectors B3, 87 or BID, s apptk:abte. Apply plates to each face = .A..
of '[1'UGi antl p061Slon a shorn bovv and on the Joint Details, uMrss noted otherwise. 76
Refer to drawings 16OA-Z for standard plate posltlons, = -r c
Alpine, a Wvislon of ITV DWIding Components Group Inc. shall not be responsible for any deviation from - A 1 E Or
this drawa+g, any failure to bWtd the truss h conformance rith ANSI/TPI 1, or for handl no, shipping, % .Q
hstallatlon L bracing of trusses. t�
A seal an this drawing or cover page Us" this drawing, h+Acates acceptance of professional
engi,eerYg responsgsDty solely for tlx deem rn shoThe sultabluse of and of this dwr4p
For anY stlr+Ctun'e hi the respondhWty of tM Building Deslgner Per ANSL47PI l SecP ;�'n✓V/ 9 ia`
For none Infornotlon see this Job's general notes page and these web sited �fij9 }�j��]AI AI y tttAA�
ALPINE, rrr.alpineitw,caa) TPI, r tphstorg) SBCA, rrr.sbclndustry.org) ICd rrrlccsnfvorg tiff *.ElYF4te t
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hem -Fir
MI / #2 Standard #2 1 Stud
#3 Stud 1 1 #3 Standard
Douglas Fir -Larch Southern Pinewxr
#3 #3
Stud1 Stud
StandardI Standard
Group B,
Hem -Fir
#I S Btr
#1
Dou las Fir -Larch Southern Pinewwr
#i #1
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
wwFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous hearing (5 psf TC Dead Load).
Goble end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Attach 'L' braces with 10d (0.128'x3.0' min) nails.
X For (1) 'L' brace, space nails at 2' o.c.
In 18' end zones and 4' o.c, between zones.
)()KFor (2) 'L' braces- space nails at 3' o.c.
In 18' end zones and 6' o.c, between zones,
'L' bracing must be a minimum of 807 of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No S lice
Less than 4' 0' 2X4
Greater than 4' 0', but I 4X4
less than t2' 0'
* Refer to common truss design for
peak, splice, ¢nI heel plates.
Refer to the Building Designer, for conditions
not addressed by this detall.
REF ASCE7-10-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
AX. TOT. LD. 60 PSF
, SPACING. 24.0'
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'
�r 'T' brace required
-Pc
016
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.
Examples 2X4
2X4 2X8
7+ 1 No 'L' or
�./ brace required {.
\
In lieu of scab brace Gable
Provide connections for uplift specified on the engineered truss design.
vertical length greater than
Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required
End Driven Nails,
10d Common (0.148'x 3.',min) Nails at 4' o,c. plus
(4) nails In the top and bottom chords.
Rigid Sheathing
Toenalled Nallss
10d Common (0.148101,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-Detall-Drawings
A13015051014, A12015051014, AL1015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
Gable
Truss Spaced At
ASCE 7-10 Gable Detail Drawings
4' o,c,
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014
4
Ceiling
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Or - IN End-ndl
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detall).
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.
Mbr. Size
'T'
Increase
2x4
30
2x6
20
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
(1) 2x4 •L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
I'\\\ili
���Ol� g�
U
AN ITyVCOMPANY
13369Lakehn1DM
EeA6Clry,M063045
sv RE -An Arm n..Uv ALL WITS ON Dn WRAvam
WKINF tTAW" nXMW D= DRAw1NG M ALL CQARACTQIS VOCIMEM TIE INSTALLER&
Trusses req�•e extreme cars h fatrtoMp, handlFp, ship hstnlW�p and bracing Refer to and
fWlor the latest edNbr. of SCSI t d3ft Compownt ttor,sy L�formation, by TPI and SBCA) for safety
practices prior to perforNig these functions. D�stallers shalt provide ten br per BCSL
n1U esa noted otherwise. top chord shalt have properly atta�l,ed str�cs�„•at°h' v nlnsa hart«, arxx•d
sholl have a properly attached risk! cetlYq, Locatbns shown for p¢rmanant lateral restraint of webs
B7 or D10, as applicable. Apply pates to each fats
shall have and
seed on the
of truss arx!potbn as shown show and on the Jokit OeWas, �mless rated otherwise.
si Hstalles own above
Refer to dra.V4s- 16OA-2 far standard plate p.Atbns.
��e' a dvblan of Iry Dubdro ConponeMs Group Inc. shall not be reapanaMe for wn_y deviation from
this drawln0, any failure to buld� the truss In conformance with ANSInPI 1, or for hanaup, shipphO,
hot setbn L is *a of trusses.oriel far Z shod. i�f
A scot on this drawYp or aver IlsthO this dra Indicates of esatonal
;= s�ttyy rf,p«�elrcy wry pTpR and uaa of this a oub
ear strucara tlx of tTx ANs M i S*CP-
Ne For more Information see this Job's General rates page and these web sites
mc...�......,dw...,... — a.�.m.,r..�,..,... arm ..«�.. .a4..o......�-1....,..a..we..,,.,
y�p�jaua,#etch.
�:RT�ry'4
-,,.� ��ag F',r'-<
Kw 0471" ^
a*j �°=
° '
glrn'iE i3f
•.S?••. �, ''`i+^
'' F�c `•.a el yl��t.'�j>�r
R I,;,?
a........isamsnaasrs.
— — - —
M -
MAX. TOT. LD. 60 PSF
REF LET —IN VERT
DATE 10/01/14
DRWG GBLLETIN1O14
DUR. FAC, ANY
MAX. SPACING 24.0'
2
n
Hip frame stops at plumb cut of
jacks to maintain pitch continuity,
x Hip frame lumber is SPIT, So, Pine, HF,
or DFL Standard, Stud grade, or better,
Hip Frame Details
See Engineer's sealed design for setback,
Lumber, plating, loading, and duration factor required,
R' Hip frame chords may be trimmed up to 2' to
purlins must be intact and properly attached,
Hip Frame
Stepped Hip
Svstem Trusses
Pitched and Sheathed
Chord Area
Hip Framew
B Bottom Chord.
o- Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0,131'x3,5' nails
Bottom chord of hip frame to be attached to
#1 hip with 0,131'x3,5' nails @ 6' o,c. maximum spacing,
�-- Setback —•-� Stepped Hip
System Trusses
Use this detail
ASCE 7-10, 180
for,
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C, or
Hip Frame
-provided by truss manufacturer,
ASCE 7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D, or
Hip frame
is designed to provide bracing for flat top
ASCE 7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II, Exp C, or
chords of
hip frame system where indicated. Flat top
ASCE 7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II, Exp C,
chords of
stepped hip system must be So. Pine lumber.
Residential,
Wind
TC
DL=4,2 psf, Kzt=1,00
Structur anels must be properly attached directly
To hin,%%fP �� !idwrlins,
MWMTMTM FFu s�BRn we M NJL marTMMRc MNUTU ON MULI � THE RIVAL ms QMAWNG� GE�t1 "�7i REF HIP FRAME
Trusses requVe e•trene care V FabrtcatAg, handling, shipping. Installing and bracing. Refer to and ��\ SF
Polio. lo*dIatwic's
¢moof's'C&+ 'Canp "'saf¢tyyInaDATE 10/Ol/14
prattltopthesefunctions.Inalgravid¢ te�orwy�bradrg per BCS1.Unless oteoher•Ise, tap chard shoo W'P•rlr attached structural shentnmpand bottoe Chord *. _ DRWG HIPFR1801014
hnU he pperly niWch¢tl rgitl ceUNp Locotbns shorn for perwanent tot¢ral rostratnt oP ebe.shad he rong ion assper abo sections th J or Blg, as npolaWo. Apply plates to each Face_�of truad sitbn as aho+n obove and on the Joint Oeta0.s, unllees rated ather•Lse. SERrFer tfiOA-Z for stnntlwd plate pasitbns. "fl Of
Alpine, a mvlslon of CTV Hu11dIn0 Components GroutW Inc shall not be respansUile for viyy deNntbn from S Q^
AN Il W 170MPANY tins drnrJr- any I-- to —d the t—. In c— or-- with ANSI/TPI 1, or for harmUn2, stdplp%U iFQ
in.1 noon L brn.Ng of trusses. p(l Fyy W
A seat on this d-adrg or cover pope Ustft this drarVg, Vacates acceptance of professlmnt '{r
eMnner,A sporrsAigty 111=1 for the deslgt shorn Toe adtn=Y and use of this d-oft 'r/{y 4 ��4F??ii,{ipd�N L q,\'� �t•
1338E Lakefront Drive For onY farmoreti,VnFornn�Wn see thus job's genegral�nc es popeand thesewebspas
Earth Ciy,M083U45 ALPIND coal 1111111i1111
pV¢Itr.comt TPB a Oft nst s g nem rr notes
page
%nd rgi Ie eb alto ofeerp
Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
)K)KAttach each valley to every supporting truss with,
(2) 16d box (0,135' x 3.5') nails toe -nailed for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown,
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates.
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') malls at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with:
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used In lieu of purlin spacing as specified on
Engineer's sealed design,
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0',
3X4
12
12(-
2X4 X4
Pitched Cut
I- 8-0-0 max —� Bottom Chord
Valley
4X4 1
12
12 Max, I—
IX3
5X4 SPL
2X4
2X4
VaLLey -1 JR
Spacing
Square Cut Stubbed Valley
Bottom Chord End Detail
oe-nailed Valley . . . . . ... . . . . .
Optional Hip
Joint Detail
1 t,ommon 11 usse5 Partial Framing
20-0-0 (++) at 2 o.c. Plan
Supporting trusses at 24' o.c. maximum spacing,
j51111111111i111///
-VAFMQ- READ AND FMlDV ALL NIT= ON TKS DRAB I ALL C,�`�
—DWORTAHin FURNISHAA�,'',� TC LL 30 30 40PSF REF VALLEY DETAIL
THIS DRAVING TD l41TRACTULS lILT.UM THE INIMALLERS. `�
Tn,sses requre ..tram* cars In fabric tkv, handing, shipping, Instaleng and bracing. Rsf.r to, and '
folk the
a�tmer! OCSI
ctlor�a Inata6ers Safety
shsU provlde'teepornrbnBW�ip par B(SLsafety
��� ,,,��'t`4�'.4t♦c51C DL 20 15 7PSF DATE 10/Ol/2014
tLJ s riots other•Ise, tap h.,d shall have properly attached st—',, d shenthhg and bottan morn DL 10 10 10 PSF DRWG VAL160101014
shall have o property, attached Mold ceRing Locatbns shorn far pernanent tat.ral rost,.ht of eb.
�� (�' shall have Ma Installed a SCSI sect].- B3, H7 H10, as a able. Appl plates to each face i 9 s
of truss " p dtbn as sheen above and an the Jalnt Details, ulsss rated other.]— = B V LL 0 0 PSF
Refer to d—Inps 16OA-Z Fo toed-d plate posM.—
Alpine, a mvlslon of ITV Huill��na Conpw.ente Grv��pp tnc, shall not be r.sPo.wbt. vor an�y devatbn from - ` l-f1T>" �f•. TOT, LD. 60 55 57PSF
AN MCOMPAW tMs dr kV, any FMur. to bu9d the truss In confornnncr •1th ANSI/TPI 1, o for hana0rp, stJppin9, �n
hst.H.U. t. brnehp of trusses.
A seat m this dra.b.g or cover page Wing this drawing, kx1catas acceptance 09 prafessland
or,gt+eerlro n es�nsmuty solely for the deeiari shown. me awtabuty and use of tNs mrow,g .� 1,,? j'� Irs Q� �`L UR,FAC. 125y1.33 1.15 1.15
13389 Lake —1 Drive Far nny etrucW !s the rosparcaRty of tiu 0 adhp Designer per NaLnPI I Sect h C t r
EaM Qly. MO 63045 For mare hf—tion see this job's general notes ppnn��e and these reb sites ,G;s 1 ♦y,1.` *♦�♦ SPACING 24,0'
ALPINE. —tpl-It-1 TPL ••r.tpa.stArgl SHCAu c...sbc4Wustry.orgl ICO .—I..Fearg L
1111, 9•v9•t
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 PPsf (min), Kzt=1.0.
Or 14D mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= S.D psf (min), Kzt=1.0,
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or, purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain pur(ins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Enotneer's sealed truss desion drawino for oioovbark and base truss snecificatlans.
Detail A 1 Purlin
12
Up to 12 17
4' 2'
2'
Spacing = 24" o.c, or less
spacing =
o.c. max
4'
I —Top Chord Scab <Typical Each End) Flat top chord purlins required at both
ends and at 24' max D.C. spacing In between,
Detail B ' Purlin Spacing > 24" o.c,
Piggyback cop truss slant nulled to all top chord purlin
bracing with <2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails <0,128'x3') at 4' o.c,
12 Attach 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 do, O.C. max
FUL Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at
Depth both ends, purlin spacing) 24' o,c,
Note. If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max. and use Detail A. lb}]]j]jlij]jJ
oWMMG" HIS READ AND FERLOV ALL NGTES ON TDRAVM ``vv� `v /1 wffl��
wwIXP0RTANTw+ FU MSH TM DRAWIG TD ALL CDNTRACTaRs. MMUDW THE DISTAU-M& �. �1 'l/'�T
Trusses require extreme care In fabricathg, handling, shipping, Installing and b-cingg Refer to
fwlo+ the latest edition of SCSI fHUAtlhg Component Safety information, by TP! and SHCA) For safety
a.g �,xGE�s
practices prior to performing these fctlons. Installers chats provide tehporory bra 1% per B=.
UNes noted other ls., top chord shoil have propwrly attached structwnl sheathing aid bottom hard N \�
shall have a properly attached rigid c ffing. Locatlons sham for pert -t laterat restraht of ebs
Q I7 pg shot, have busing Installed per BCSI sections th 87 J or 8I0, as
appltnblo. d oty rwise. to each face _
11'.II� of truss nrd ppoostUon as shorn above and on the .bht Brides, unless noted otherwise.
Refer to drowings 16CA-Z for standard plate positions.
Alpine a tllvlcion of ITV Buliding ConpaneMc Grouupp D+c, shall not be rasponsa.te for anyy deviation Fron
AN ITWOOMPANY tHs drawing, any faDure to build the truss In co, ormance with ANSLTPI 1, or for handUng, shipping, 3 c OF
hstailation L bradng of trusses.
A seal on this dra+ing ar cover page Usthg W. drawing, hddates acceptance of professlor. 1 ++e � ) o � G
er�pineerY.g respmn4Mty solely for the deslpn slnwn The sultnblUty and use of thls draft
$g +(
for any stwcttre Is tlx resporwdiullty aP the &Acib.g Deslgrxr per ANSI/TPI-1 Sec2
Earth sty, M nl 3045 Far here Information see this job's eneral notes age and these web sites+
Earth City, MO 63045 ALPINE. vewatphelt+.coml TPB wwwtphstorgi SBCIv w+.sbchdustry.orgi IM wwkc-Pearg
• futullnlna
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 03 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 #3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' nails, (4)
Into cap TC 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, Malting thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulax plates for 2x6 and larger chord
members. Attach to each face @ 8' ox. 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
B'xB'x7/16' (min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.C. with (8) bd 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) IOd box nails (0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c, front to back faces.
28PB Wave Piggyback Plate
One 28PB wave plgggyback plate to each face
@ B' o.c. Attach Eeeth to plgg back at time of
fabrication, Attach to supporting truss with
(4) 0.120'xi,375' nails per Face per ply.
Piggyback plates may be staggered 4' o.c. front
to back faces.
24,0'
EF PIGGYBACK
ATE 10/01/14
RWG 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
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6W
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,
GO Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
or
L-Reinforcement:
Apply to either side of web narrow face.
Attach with 10d (0,128'x3.0',min) nails
at 6' o.c, Reinforcing member is
a minimum 807 of web
member length,
Scab Reinf orcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o,c. Reinforcing member is a
minimum 80% of web member length,
T-Reinf.
or
L-Reinf.
./ . -4
VA
H /i
l
Scab Reinf,
hw
(T ��
Q 11 ILJ)�
IL�u'�
AN (TVdCiOMPANY
13389 Lakefront Drive
Earth City. M063045
MVARh DJM- READ NO FOLLOW ALL NBTES ON nos DRAVDU
u@tPQtTANTo nlRtaSFI THIS IDWVING TD ALL CWTRACTtStS INCLUDING THE ]NSTALLERS
Trusses req." extreme care M fabricating, handling, sUppMo. Mstalgng and bracing Refer to and
fallow the latest AID, of SCSI OB ,,, Component let, trMornation, by 11 and SBCA1 for safety
practices prior, to perfoming these F—bons. Installers shell provide temporary bradng Per BCSL
Unless noted otherwise, top chord shall have property attached structurd sheatwng and bottom Chard
shaft have a property attached rigid Ceiling. Locations shown For pernanent laternl restraint of webs
shall have bracing Mstatted per SCSI sectlans 23, BT or 310, as npplicabie. Appty ptntee to each face
f truss and position az who— above and on the Joint Deta6s, unless noted otherwise.
Refer to drawings I60A-Z far standard plate positions.
alpha, a division of ITV BWIdMg Conpments Group Inc. shall not be respansble for an ndeviatlon iron
ws drawing, any faRure to buR the truss in conformance with ANSI/TPI t, or for ha e, shlppinD.
Installation 6 brad,hg f trusses.
a zeal an thew drnwYg ar cavwr page lLstLp 14J.s drawing, Mdcates ncceptorce of professlwul
e r¢spansdUq sdelY for the design shown. The sWtabwty art use of trhls drarMg
far one y sieycWre Is the rrspanslbHltY of the Bu0.drg Bes7gner per AHSI/TPI t See2.
AIPINE, rwrolpMelAsoni TPl,ewmtotoMsbtorai SIM w■.ahcindustry osICO wwwlccsofacrg
.\''>' - ��pp "`'�.
``�> ``eL A44Asvi�
�� �� �,77/ �i
- r t �A-4
`� � �`v��U '(/ �i
_ f�
= '�
•� AT8 d!L
.ef
% J'` t,;, Q
may; {� i f'
Zs Al O fT 1
6f146.1,7�IslAlxh ft{>111�$•\�ie\�
TC LL PSF
TC DL PSF
C DL PSF
$C LL PSF
ItQT, LD. PSF
REF CLR Subst.
DATE 10/01/14
DRWG BRCLBSUB1014
DUR, FAC.
SPACING
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
orweb 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
specles as damaged member. Apply one scab per face.
Minimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Will Into 2x4 members using two (2) rows at 4' o,c„ rows staggered,
Nall 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
detall Is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring. within the connector plate area.
Broken chord may not support any tie-in loads.
s
.04 L L
4' 0.
c
7Typ1cOLt ~
O
+ + 0 \�'_+
o +
O + O + o + +
-i 2' [—
Stagger
+ = Back Face lOd Box (0.128' x 3', min) Nailsi
o = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Sto.ggered
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12,
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
M
4
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
s
L
Nlnlnun B
L Distance
Nail Spacing Detail �,.— `"II 11',",r L rl
�aVARNMGPs READ AND fuL13V ALL HUES ON THIS DPAVMfd REF MEMBER REPAIR
arD(PMThW- FURNISH THIS WAVING M N.L CDNTR UMIS MMUDDIG THE INSTALLERS, ti� t4.� ,+� ✓I
Trusses requW extreme care In fobrkatln0, handling, shipping, InstolUng and bradng. Refer to and � 'l% '�r
l folio. the latest edition of BCSI (Bu46rg Camponvnt Safety Infor-tlon, by TPI and SBCA) for safety V � �� � DATE 10/01/14
practices prim to perfoming these functions. installers sYwLL provide temporary bradr+g per BCSL �510, L
Unless aced otherwise. tap chord shnll hnve properly attached struchral shentWng and Batton d)ar DRWG REPCHRD1014
n shall /mve a properly attnchod Ndd c¢41np, Locations shorn for permanent lateral restrnlnt of rubs
d <�J oft have broaing Initased per SI sectand
an the
J or B)a, as pless o APPLY proles to each fore a
ft a to and ra pOSlt16G as Shorn above antl an the Joint D¢to45, uN.ISS M<rd otherwise. O�
Refer to draw I64A-2 for standartl plate positions.
Alpine, a division of IN Building Components Group Inc. shall not be respanslble for any devlttlon fro,
AN ITW ODMI34N1' this d-aeing any faliure to bu4d the truss In cenforman with ANStfm 1, or far handling, shipping, i "l'+t
ristaLLation 4 bracing of trusses.(/
A cto! on this droeNg or cover page Usting this drawing. hdcntes acceptance of professbrol Ip� .10 enaineering respansbtlty s.1, few the design sno— The sWteblity and ust of this tlrarC+D
133191,1,L ni DAve for any atruct— Is the respgnsmWty of "= Macy Designer per ANSIAPI 1 Sec2
Earth Ciry, M06304H ALP naral�witr'�con�O"Tpj see this
SDCN rn.abclpntlustryar971C6 :�t�«snft.or9 4�f��s�(�a�'t`'ttt�t SPACING 24,0' MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' GC MAX. LENGTH TO, TRIM FILLER
r EXISTING FILLER �-- I
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' D.C. MAX„ OR SEE NEXT ❑PTION,
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW).
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ❑RIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O,C, FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' 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 C❑NFIGURATION FOR 24' D.C. MAX.
SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FORT
STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
INTERIOR BEARINGS AT ANY L❑CATION ON THE TRUSS.
LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME,
DRAG LOADS CONNECTED TO THE FALSE FRAME.
TOP CHORD APPLIED FALSE FRAMES,
LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'),
FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATI❑NS AFTER MODIFICATI❑N,
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 APPLIE➢
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
—CU-T—VER-T-IBAL-S—T❑-L-AP-BOTH THE STRUCTURAL CHORDAND-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 OSB) GUSSET TO EACH FACE AND
Sd NAILS <0.113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
<0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
<6) 10d BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE
FACE ONLY),
WARNR03- READ AND FOLLOW ALL NDTE4 ON TM MAVM
—DPWMT1a. FUDIISN 7M MiAVM M ALL MTRNCTMS DIUMM DE INSTALLERS
Trusses requW extreme care In fabricating, handling, shipping, tnstalUng and bracing, Refer to and
fIXlow the latent edttwn of HCSL ®uShcnp Conponen} Safety Infornatlon, y TPL one SBEA) for Safety
WWnnccUcas prier to performing theca. functions. [nstnUers shnU provkle tenpOrnnrryy �bratlsg pow BCSL
Unleca noted otherwise, top chord shall have property nttnchad atrutturn{ ahoniNng and botton cha
shalt have a Properly ottnched r1pId selling. Locallo shorn for per.ment lateral restraint of webs
stall have brndnp Installed per HEST sections the
87 ar 810, o . unit-
no Appty Plates to each face
of truss nM ppo t16O os shownfor
abovo and to lino Jaht Details, smess rototl otherwise.
Refer to droeings 160A-Z far stontlwd plate paslUorns,
AN RWCOMPANY Atpase, a dvLston of ITV Buldng CoInc.mponents Group Inshalt not be responsrole for any devlatlan fr
this dro N any failure to b,Jtd the truss h confornonce with MUM 1, or for handling, shipping,
hetatlatbn 6 bracing of trusses.
A seal on this drowing r cover page Us*V this drawing, adcahs occeptonce of professlorM
resPons sIXely for the tle> shorn nd The sultdAilty ause of this drawtrp
13389 Lakefront Drive for y� Is respons6llty of lino BuRdN Daslgner per ANSI/TPI I S.CZ
Earth City, MO 63045 n ar For more hfMrnotlamsee this Job's geroe�nl notes pope and these web sites,e^^M
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
N
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
30.00 ft Mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00,
ASCE 7-10 160 Mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft Mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00.
Minimum 2X4 scab, sane grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0', min)
nails at 8' o,c, plus clusters of four nails where shown In figure below 00.
N❑TE1 #2 is the minimum lumber grade allowed for all species.
NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections,
■■nPaRTANTvF Tf� DRAAVMTOREAD MD °&LCMMCTrnO'S NMum T`/nEMSTAlLM
:oWQ `�J�'- p� -et�''+
TOTAL TOP CHORD
TO
REF 2X4 SCAB O.H.
DATE 10/Ol/14
Trusses require extreme cnre In F.W..tirq, handthe, shipping, hetolUng and brochg. Refer to and
folio. the lnteet editlon of BCSI ®uadhg Component Safety lnforration, by TPI and SBCN for safety
+ . "GE1tls'C
` ;EXCEED
LOAD NOT
40 PSF
DRWG ❑HSCB2X41014
prnctic¢s prbr to perforning these functlons Inatall¢rs sbati provWe temporary r" p¢r BCSL
Unless nat¢d other•Ise, top chora sMll have properly ottX d structural sham d bat:an a,aw
for (oterol •eb.
_ No
_
CDEAD PLUS LIVE)
Q �U
shall have a properly attached rigid ceNnO Locations sheen permanent restralnt of
B7 or BID, l s nppilcnble. Apply plates to each face
per BCSI sections the
of truss and pposltWn as sho•n above sections
shall use and positionas shown on the Joht 0¢tnas, unl¢ss n . A other.ise.
= y
T
Refer to drn•hgs 16HA-2 for standard plate posltbns.
S A.rE OF
AN fTWCOMPANY
Alpha, a JvWon of ITV Bu&drq Components Wo� Inc shall rot be rosponslW¢ for any deviation from
tNs droe ng, arty Po0.ure to bJld the truss h conformance .1th ANSIRPI 1, or for ham sWpphg,
�
iQ�
tnstnlloHw+ L A. d a of trusses.
A sad on tNs draeho or cover Pope U,14- this dra•bp, htlknt¢s oceeptance of esslonal
responsQiAlt solely far the design afin•ru TTte sultnblUty •rw use of thtr dra.hg
`
`O{
@ R ��
DUR, FAC. 1,15/1.25
the per AWI/M
WSWes
`°" °"y �t
$ �*� �.®
�ySaf '1pNAL�
SPACING 24'
1338g Lakelroal Drive
Earth Cily. MD 63g45
are 1p� ey �� �� 6t .. ar�d I ebb �Ite f¢�
AIMED nea con, TPI� • hatar SBCAJ .r•.sbclndustr
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