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HomeMy WebLinkAboutTRUSSa' • z
RANEY COMPONENTS
L7ney 19900 Independence Blvd.
Groveland, FI 34736
onlponents, Lwow (352)429-9429 • (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS014
Printed: Fri, Oct 13 2017
d UU llll Ul Mali Ull.
Address:
FOR Name and License Number:
.ustomerName:
Creekside Lot 14
)R Horton
8409 Cobblestone Dr
lescription:
City, State, Zip:
�EHB Hayden-2601 "D" OL OW
Fort Pierce, FL
I narlinrl Infnrmafinn-
Root Loads:
Floor Loads:
TC Live:
TC Dead:
BC Live:
BC Dead:
TC Live:
TC Dead:
BC Live:
BC Dead.,
20
7
0
10
40
10
0
5
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
56 Total 56
#
DESCRIPTION SEQNO
#
DESCRIPTION SEQNO At DESCRIPTION SEQNO # DESCRIPTION SEQNO
1
A01
2
A02 3 A03
4
A04
5
A05
6
A06 7 A07
8
A08
9
A09
10
A10 11 All
12
Al2
13
A13
14
BOiGB 15 B01
16
802
17
M2G8
18
M6GB 19 M6
20
V1
21
V2
22
V3 23 V4
24
V5
25
EJ7
26
EJ2 27 EJ2A
28
BJ5
29
BJ5L
30
BJ3 31 BJ3L
32
BJ1
33
CJ7
34
CJ2 35 Lol
36
L02
37
EJ3L
38
BJ1L 39 WX
40
FT1
41
FT2
42
FT3 43 FT4
44
FT5
45
FT6
46
FT7 47 FT8
48
Fr9
49
FT10
5o
FT11 51 FT12
52
FT13
53
FT14
54
FT15 55 FT16
56
FT17
Digitally signed by Manuel Martinez
'
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rn-Man e1 Martnez,
AWF0F19200300.100.1.7=A010980000007
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Adobe 201155.006.30352
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Th&itemhat �e:rwr+ala� etcdsealodhY FAaas:,r9 R4YrtiRC$
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Page 1 of 1
o.
Job Number: 136DCS014
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Haydeq-2601 "D" OL O
Truss Label: A01
6'4"7 ' 1'6"1' 1 6'4°4
1112X4E
12
6
y3X6 D
03X4C
(a)
r'4X6A(A2) B
3�
P O N
112X4 I OH0308 =4X10
Qty:t '200.2 Ibs I FROM: AH 847 / T10 / COMNI DRW;
16'4" 425"3 289"7 30'3" 36'6"
4'1"3 '1"3 6'4°4 1'6" 64"7
Faa5X6
G Itl2X4
(a) (a) `�3X6
H
1 k3X4
(a)
M L K
=4X10 MH0308 112X4
10/13/17
j ER4X6(A2)
a
L1' 6'2"11 5 22"13 8'2"7 2'2"13 5'9°5 NOV'2"11 12' 14'2"13 225'3 24'8' 30'5"5 36'8"
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 Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.159 G 999 240 B 1537 1704 / 855 / - / 395 15.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 G 999 180 J 1474 / 666 / 786 / - 1- /-
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: CHORZ(TL): 0.140 K - - B Min Big Width Req = 1.8
Mean Height: 22.84 ft
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = -
Soffit: 2.00 TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 Bearing B is a rigid surface.
BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.759
Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_
GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1456 -2193
Wind Duration: 1.60 1 WAVE, HS VIEW Ver. 15.01.01.0402.19 B - C 1548 -2797 G - H 1287 -2183
Lumber C - D 1244 -2216 , H -1 1261 -2222
Value Set: 13B (Effective 6/1/2013) D - E 1270 -2179 I - J 1608 -2817
E-F 1452-2191
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs)
Lumber value set "l38" uses design values Chords Tens.Comp_ Chords Tens. Comp.
approved 1/30/2013 by ALSC B - P 2443 -1275 M - L 2461 -1322
P - O 2441 -1275 L - K 2461 -1322
Bracing �t�0 - O - N 2441 -1275 K - J 2464 -1322
(a) Continuous lateral restraint equally spaced on enas�a N - M 1502 -588
member. Or 1x4 'T" reinforcement. 80% length ofe *�
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 .v
@ 6" oc. wr a Webs Tens.Comp. Webs Tens. Comp.
xvNo 04710.2
Tra Scabs
Y :; P - C 274 -10 F - M 967 - 650
., C - N 470 - 586 M - G 409 - 381
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach m . E - N 410 - 383 M -1 524 -606
scab to face of chord with: Nails @ 8" oc, plus 4
N - F 961 - 647 I - K 278 14
additional nail clusters at: BRG.: (0), heel: (0), 1st ,m+- a� +u
panel point: (0). '
e
e�
Loading
chard ITruss ve Toad nassed eareack os witt142' h20 psf igh x 24itional "wide`
clearance. '.
Wind �'� #$)!U�' •-
40 015A 39 FF 56 61 SO 813 7F 49 00 99 2E 85 FB
Member design based on both MWFRS and C&C. 111tit©rrPtaet�9ca;mated yaaMart�a,
Pf ({i.. L&.64TEffi�cS ma ;!Yaxru a6twaa u%�g � s5t&.1
asr�s ¢n Staz�xs ss�4r:. . .
2rffitad rdpfff ,tittira eastma�na\t C-11 6 d, SkT.4=A zmkd
=61hawA-!aathcntca sc`4e.n-tuvwiftesfana rdeurur:6-
amlas. •
'.1
"'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 ant7'SBCA) for saety practices prior to performing these functions. Installers shall provide temporary
oracing er BCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache5rt id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
3s applicable. ApplVV� plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group In'
c. shall not be responsible for any deviation from this drawing,any failure to build the
Truss in conformance with ANSI PI 1, or for handling ;shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 1 SEQN: 676093 / T29 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW.
Truss Label: A02 Wgt: 235.2 Ibs / ... 10/13/17
6'4"7 T10" 14'2"12 17' 19'8" 22'S"4 28'9'7 30'3" 36'8"
6'4"7 1'6" 6'4"3 2'9"4 2'8" 2'9°4 6'4"3 1'6" 6'4"7
=5X6
1112X4 =3X8 =4x10 =3X4 =6X10 =3X6 1112X4
r1' 8'2"'1 5'9°5 2'2"12 4't"4 4'1"4 2'2"12 59"5 6'2"11 1�
6'2"11 12' 14'2"1 18'4" 225"4 24'8" 30'S"5 36'8"
Loading Criteria (psq 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 IJdefl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.137 E 999 240 B 1447 1705 / 862 / - 1384 15.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.315 E 999 180 K 1447 1705 / 862 / - / - 15.5
BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.058 M - - Wind reactions based on MWFRS
EXP: C HORZ L 0.133 M - - B Min Br Width Re 1.7
Des CLLd: 10.00 Mean Height: 22.50 ft �) 9 q
9 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.7
NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.574
Spacing: 24.0 " C&C Dist a: 3.67 It Rep Factors Used: Yes Max Web CSI: 0.969 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp.
GCpi: 0.18 Plate Type(s): A - B 27 0 G - H 1498 -1972
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1587 -2618 H - 1 1311 -1961
Lumber C - D 1284 -2000 I - J 1284 -20M
D-E 1311 -1961 J-K 1587 -2618
Value Set: 13B (Effective 6/1/2013) E - F 1499 -1972 K - L 27 0
Top chord 2x4 SP #1 F - G 1156 -1455
Bot chord 2x4 SP #1
Webs 2x4 SP #3
- Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
B - 5 2283 -1268 P - O 1452 -674
Bracing N4
S - R 2280 -1268 O - N 2280 -1294
MAIJ (a) Continuous lateral restraint equally spaced on P► R - Q 2280 -1266 N - M 2280 -1294
member. Or 1x4 'T' reinforcement. 80% length of Q - P 1452 -659 M - K 2283 -1294
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails �+� Maximum Web Forces Per Ply (Ibs)
@ 6" oc. $ 2 Webs Tens.Comp. Webs Tens. Comp.
Tray Scab(s) a
S-C 285 -11 P-G 221 -192
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach - C - Q 467 -624 G - O 798 -630
scab to face of chord with: Nails @ 8" oc, plus E - Q 421 -380 O - H 421 -380
additional nail clusters at: BRG.: (0), heel: (0), 1st Q - F 798 -630 0-1 467 -624
panel point: (0). a1 e
1,x � � F - P 222 -193 J - M 285 -12
Member design based on both MWFRS and C&C.�
40 015A38 FF 50 8180 BB 7F48 G0 99 2E 85r FB
ThU!tiny' h'asbeen elach jvOadend "atadbyldz lmarthms,
PF fA.. tk.c4;rts21 on the data shown abaw acing a 5Fwl
S tmd cspkiertU& d=x A armnet=Aidtaed ugned and seated
mad iF,e W sn3 au�¢nCcrSisntcod¢ mus[ @a m�3f�.ttae amy etcctronk
tx�7as.
*`WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporal
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper[
id cei!inqq. Locations shown for permanent lateral restraint of webs shall have braclng insTalled per BCSI sections B3, B7 or 1310,
e. AoDTv Dlates to each face of truss and position as shown above and on the Join. Details, unless noted otherwise. (2efer to
a division of
I PI 1, or for nandling snipp
acceptance of prot'esstoi
any structure is the respor
ral notes page and these web sites:
Of
tis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
1
Job Number: 136DCS014
4EHB Hayden-2601 "D" OL OW /DR Horton l4EHB
Truss Label: A03
6'48
6'4"8 1
12
6 p
601 "D" OL O I gL1233.8 Ibs I FROM: AH 849 ! T16 !HIPS I DRW;
14'2"12 +'z5•aL' 26's7 J-03a as•s"
'66'4"3 2T4 2'8" 9°41'6 '4"8 76
F G
102X4
'a3X6
i
0
R Q P O N M L
012X4 =4X6 Z10 ; U4 �4X10 �U6 1112X4
6'2"12 5'9°4 22"12 4'1"4 4'1"4 2'2"12 59"4 6'2"12
6'2'12 12' 14-2'1 18'4" 22'5'4 24'8' 30'S"4 36'8'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R ! U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.136 E 999 240 B 1449 1706 1862 / - 1368 / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.316 E 999 180 K 1385 / 667 1793 1- / - I -
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS
EXP: C HORZ 0.134 L - - B Min B Width Re 1.7
Des Ld: 37.00 Mean Height: 22.50 ft �L) q
9 Code I Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = -
NCBCLL: 10.00
TCDL: 4.2 psf Bearing B is id surface.
Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 g a rigid
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.574
Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1168 -1459
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1589 -2622 G - H 1502 -1976
Lumber C - D 1288 -2004 H - 1 1330 -1967
D - E 1314 -1965 I - J 1304 - 2006
Value Set: 13B (Effective 6/1/2013) E - F 1511 -1975 J - K 1649 -2640
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC B - R 2286 -1328 O - N 1456 -702
>#f R - Q 2283 -1328 N - M 2302 -1358
Bracing J Q - P 2283 -1328 M - L 2302 -1358
(a) Continuous lateral restraint equally spaced on tl° 6a P - O 1456 -710 L - K 2306 -1358
member. Or 1x4 "T" reinforcement. 80% length of ��� � � •
web member. Same species & SRB grade or better, X,�u
p attached with 8d Box or Gun (0.113"x2.5",min.)nails Maximum Web Forces Per Ply (Ibs)
*
6" oc. � Webs Tens.Comp. Webs Tens. Comp.
@
Oft R-C 285 -11 O-G 221 -193
Tray Scab(s) e`
wa_ C - P 466 - 623 G - N 800 - 632
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach,: E - P 421 -379 N - H 419 -377
rc
scab to face of chord with: Nails @ B" oc, plus w : , . P - F 798 - 630 N - J 521 -642
additional nail clusters at: BRG.: (0), heel: (0), 1st 0 F - O 224 -194 J - L 289 -15
panel point: (0). $ ae,.
°�40, o
Wind
Member design based on both MWFRS and C&C.� J x
40 01 5A 38 FF 56 81 BO 067F 4900 99 2E 85 FB
AEik3t¢miazt"srnakzus j nedm3=ledbyMwx-,^.1Wartkwc
2 (rt.tts.r.�ssaz(oz, CimdisshAwrs aE¢w tang a SRA4
mdiandcaxrsars ux4a.
tteatvdzopi:xs:¢s5tf 4radmd :salad
and the ii3 as.Kfien>;ca:kexrsd¢m+sr Ea xs�ifli�d yraayd"tmrsL-
mylm
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingrt handiing shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempos
bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ripld 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. (tefer to
drawings 16OA-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 drrawing or cover page_
listing this drawing,indicates acceptance of profession% engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 746850 / T8 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW.
Truss Label: A04 Wgt: 219.8 Ibs / ... 10/13/17
6'4"814'2"12 15� 21'8" 4 28'9"8 30'3" 36'8"
84"8 1'8"1 8'4"3. �9" 98" 9" 6'4°3 1'6° 8'4B
E55X6
0100 WM � X8 =3X4 =3X8 =3X6 102X4
1' 12 59"4 2'2"12 4'1"4 4'1"4 2'2"12 5V. 82"12 1'
F' 82"12 12' 14'2"1 18'4" 22'5"4 24'8" 30'S"4 36'8°
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 22.00 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: 3.67 ft
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Ce: NA
VERT(LL): 0.135 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.311 E 999 180
Snow Duration: NA
HORZ(LL): 0.059 M - -
HORZ(TL): 0.135 M -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.569
TPI Std: 2007
Max BC CSI: 0.577
Rep Factors Used: Yes
Max Web CSI: 0.710
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 15.01.01.0402.19
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1447 / 707 / 868 I - 1344 15.5
K 1447 / 707 / 868 / - / - 15.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.7
K Min Brg Width Req = 1.7
Bearings B & K are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
A- B
27 0
G- H
1553 -1960
B - C
1614 - 2617
H - 1
1344 -1963
C - D
1318 - 2002
I - J
1317 - 2002
D - E
1344 -1963
J - K
1614 - 2617
E- F
1553 -1960
K- L
27 0
F - G
1262 -1635
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S 2282 -1303 P - O 1626 - 837
S - R 2278 -1303 O - N 2278 -1335
R - Q 2278 -1303 N - M 2278 -1335
Q - P 1626 -810 M - K 2282 -1335
No -.0471821
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
e
S-C
284 -10
P-G
203
-173
C - Q
461 -619
G - O
732
-652
ft
S V
E - Q
Q F
468 - 348
732 -652
O - H
O - J
469
460
- 348
-619
P,A.
-
F-P
203 -173
J-M
284
-12
40 01 5A 38 FF 58 8180 BB 7F 49 00 99 2E 85 FB
Th6 Item has bee elwmftkarqod mo waled by maftel wrtin",
PE(*L. Lc.9471921 tm tha9t2R Owwn abeme wing a SPWI
�hene�a3trxse-
ndcrpiaafdiv admadsalad
sn: ft,SiAr2 eniEca83 ses:dc rt�zsE Sac vsttied rn a�ye9ect�mrk
cmplm
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bqq TPI ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
11id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610,
le. ADDIV plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to
a division of
—IPI Tortorh
acceptance
any structure
ALPINE:
n this drawing,any failure to build the
eal on this drawing or cover page. .
irthe design shown. The suitability
SIfrP11 Sec.2.
SBCA: www.sbcindustry.com; [CC: www.icesafe.
a I
Job Number: 136DCS014 Ply: 1 SEQN: 746851 / T15 J HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW:
Truss Label: A05 I Wgt: 218.4 Ibs .. / ... 10/13/17
6'4"7 T10" 14'2"12 1 ' 21'8" 2'5"13 28'9"8 30'4" 36'6"
6'4"T 1'6°1 63 9" 6'8° 1 6'3"11 17"1 6'3"6
or5X6
F m 8G
112X4E i1 IM4
IE
12
6 F,-,- @3X6
M 3X6 D I
b
� 03X40 I JZ43X4 �
in(a) ta)
=4X6A(A2) B x=4X6(A2)
R
Q P O N M
L
®2X4
=3X6 =3X8 =3X4 =3X8 =3X6
112X4
L1' 6711 5'9°5
22°124'1113 2"3
5'00"6 61.1044421
I- 6'2"11
12'
1253 24
36"6 36W
Loading Criteria (psf)
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 loc Udefi U#
Loc R / U / Rw J Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf., NA Ce: NA
VERT(LL): 0.134 H 999 240
B 1449 1708 / 868 / - / 328 / 5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.312 H 999 180
K 1385 1670 / 799 J - /-
/ -
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.059 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CHORZ(TL):
Mean Height: 22.00 ft
0.136 L - -
B Min Brg Width Req = 1.7
NCBCLL: 10.00
TCDL: 4.psf
Code J Misc Criteria
Creep Factor. 1.5
K Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.571
Bearing B is rigid surface.
9 a 9
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.582
Spacing: 24.0 "
C&C Dist a: 3.67 ft
Rep Factors Used: Yes
Max Web CSI: 0.711
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
GCpi: 0.18
I
Plate Type(s):
A - B 27 0 F - G
1275 -1639
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
B - C 1626 -2621 G - H
1558 -1971
Lumber
C - D 1330 -2006 H -1
1360 -1972
Value Set: 136 (Effective 6/1/2013)
D - E 1356 -1967 I - J
1334 -2013
E - F 1565 -1964 J - K
1676 - 2645
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
B - R 2285 -1370 O - N
1631 -865
R - Q 2282 -1370 N - M
2307 -1384
Bracing*
Q - P 2282 -1370 M - L
2307 -1384
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
9t °
a� a�4�
wti
P - O 1630 -873 L - K
2310 -1384
web member. Same species & SRB grade or better,
vv,fs
rg ,'� bra
attached with 8d Box or Gun 0.113"x1.5",min. nails
( )
, e
+
Maximum Web Forces Per Ply (Ibs)
6" oc.
W
No 04t*02 own,
Webs Tens.Comp. Webs
Tens. Comp.
R-C 284 -10 O-G
204 -173
Tray Scab(s)
..
a u -
C - P 460 -619 G - N
737 -652
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
'"" +
n
"
E - P 468 - 348 N - H
467 - 350
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
-'
°
P - F 731 - 652 N - J
513 -638
panel point: (0).
STATE ,
Aj V ..
F - O 205 -173 J - L
287 -13
Wind
Member design based on both MWFRS and C&C.�
La
40 015A38 FF55 8180 BB7F 49 00 99 2E85 FS
x#UhomWr tmn dkdrw g 4nad zs9:a 10 by 6A2AM Martens:,
n(R. Lk,i%47,101 on UiadE %,Aawn ahwm ering a DWI
entk2&Mmda.
RS,ftwd toph a afdim docer..ctataaa not crm em-d dgnr„* ar^.d =lad
sn621aav:=A>3 avRhanGca ansa9arnrzi be dfbd on say c9oamoic
capim
"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, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI._ Unless noted oThenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Irjc, 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 drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability,
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 746852 / T7 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW.
Truss Label: A06 Wgt: 201.6 Ibs / ... 10/13/17
6'4"9 13' 18'4" 30'3"7 36'8"
64"9 6'7"7 5'4" 5'4" 67 7 6-4"9
1112X4
16X4 =4X6=3X4 m3X8 =3X4=4X6 It2X4
1' 6'2"13 5'9"3 1' S'4" 5'4" 1' 5'9"3
6'2"13 12' 13 18'4" 23'8" 24' " 30'5"3 366"
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: If
EXP: C
Des Ld: 37.00
Mean Height: 21.50 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.67 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): 0.138 E 999 240
B 1447 1709 / 868 / - / 303 15.5
Lu: NA Cs: NA
VERT(TL): 0.318 E 999 180
H 1447 1709 / 868 / - /-
/ 5.5
Snow Duration: NA
HORZ(LL): 0.058 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.134 J - -
B Min Big Width Req = 1.7
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = 1.7
Bldg Code: FBC 2014 RES
Max TC CSI: 0.476
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.488
Rep Factors Used: Yes
Max Web CSI: 0.584
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 E - F
1430 -1924
WAVE
VIEW Ver: 15.01.01.0402.19
1 B - C 1634 -2597 F - G
1406 -2072
C - D 1406 -2072 G - H
16M -2597
D- E 1430 -1924 H- 1
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B- P 2260 -1319 M- L 1777 -971 I
P - O 2257 -1319 L - K 2257 -1351
O - N 2257 -1319 K - J 2257 -1351
N - M 1777 -939 J - H 2260 -1351
Y*V 0 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
No 04
P-C 252 -10 M-F 265 -192
C - N 422 - 532 F - L 425 -194
1104, D - N 425 -195 L - G 421 - 532
41 D - M 265 -193 G - J 252 -12
E - M 233 - 270
$TAT
` g
40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 95 Fla
XA.t ircnahasU= ek - %sptdanr6s IadbyMar.--7MarmM
n (R. Lts.0431V 21 cm the &1admwa aham v*ig a 5NT L
maakend =rkn Ga'da.
ftkud ccpi"c thi&dacra..=spot ca W&md%Wgmtda dsaalad
aro6llso, ,x d9s l@StYii94s�aa xda sear havMfX-j MmYrAgamrk
ants
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by 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 pro gpeny
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
i e. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
ivi 1; or tor nanoiing snipping,instaiiatior
acceptance of professions engineent
any structure is the responsibility of the
its drawing,any failure to build the
on this drawing or cover page
to design shown. The suitability
Job Number: 136DCS014 Ply: 1 SEQN: 746853 / T14 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW:
Truss Label: A07 I Wgt: 201.6 Ibs .. / ... 10/13/17
6'4"9 �13' 18'4" 23'8" 30'3'7 368"
6'4"9 67"7 5'4" 5'4" 67-7 6W9
H12X4
T8 E rM5XQF
12
6
b y3X40 I G %3X4
rG
r`
1 g Hm4X6(A2)
—, )
i1\V1 9
O
N M
L K J
I
II2X4
=4X6=3X4
m3X8 saU4m4X6
1112X4
6713
1"3
1 1' 5'4"
5'4° 1'
5'9"3 6'Z"13
rt'
6'2"13 12'
13' 18'4"
23'8" 24' '
30 8" -5.3 36'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
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
Pit NA Ce: NA
VERT(LL): 0.137 E 999 240
B 1449 / 710 1868 / - / 287 15.5
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.319 E 999 180
H 1385 / 672 / 799 I - /-
I -
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.058 I - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(fL): 0.135 I - -
B Min Brg Width Req = 1.7
NCBCLL: 10.00
Mean Height: 21.50 ft
Code / Misc Criteria
Cree Factor. 1.5
p
H Min Brg Width Re
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.485
Bearing B is rigid surface.
9 a g
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.489
Spacing: 24.0 "
C&C Dist a: 3.67 It
Rep Factors Used: Yes
Max Web CSI: 0.605
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00
FT/RT.20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
GCpi: 0.18
Plate Type(s):
IA - B 27 0 E - F
1446 -1929
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
B - C 1645 -2601 F - G
1419 -2079
Lumber
C - D 1418 -2076 G - H
1672 -2619
D - E 1446 -1929
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "1313" uses design values
B - O 2263 -1385 L - K
1783 -1000
approved 1/30/2013 by ALSC
O - N 2260 -1386 K - J
2280 -1391
N - M 2260 -1386 J -1
2280 -1391
Wind
mAg
M - L 1780 -1006 I - H
2283 -1391
Member design based on
both MWFRS and C&C.
x
-
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
,
O04,7102.
O-C 252 -10 L-F
265 -192
C - M 421 - 632 F - K
428 -200
D - M 424 -194 K - G
446 - 551
D - L 268 -194 G - 1
256 -15
TAT
E - L 235 - 270
� 7
001,AAi FF5B81B0BB7F48G0992E85FB
i}sit ltaBshas Bzers clectcars3aa ;ai�nad anA waled by FAaA"zl martbwsr
3'� (t`L,1�.64iFS3.(on�asS�ashawmatxi a�ingaSHArP
acihasdrat�aaxta.
Matadccplaxalthvdactani:asgotC=X1 ctdtqnadaril=bd
anE ttsc5i4A 2aa. taut a9uas is rout 6s9eWL3 d M=ydmtMrk
=WL
"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
[ Safety Information, byy TPI anti'SBCA) f9OF safety practices prior to performing these functions. Installers shall provide temporariyy
r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
le. AppTy plates to each face of truss and ppsition as shown above and on the Joinf Details, unless noted otherwise. (Refer to
60A-Z for standard plate positions.
ivision of ITW BuildinptLComponents Group Inc. shall not be responsibie.for any deviation from this drawin any failure to build the
ifonnance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _
drawing indicates acceptance of professronaT engineering responsibility solely for the design shown. The suitability,
A this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 7468541 T61 HIPS
4EHB Hayden-2601 "D" OL OW/DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW.
Truss Label: A08 Wgt: 193.2 Ibs / ... 10/13/17
11' '4" _7I 36'4"9 8L7"9 478T447 489" {
1112X4
I
r
1
6X4=3X4L4X6 =3X8=4X6=3X4 012X4
1' 6'2"13 4'9 3 1' 6'4" 6'4" 1' 4'9"3 6'2"13 1'
6'2"13 11' 12 18'4" 24'8" 25' " 30'5"3 36'8"
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 / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.156 E 999 240
B 1447 1712 / 861 / - / 263 15.5
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.360 E 999 180
H 1447 1712 / 661 / - /-
/ 5.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.057 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.132 J - -
� )�
B Min Br Width Re 1.7
g q
NCBCLL: 00
Mean Height: 21.00 ft
9
Code / Misc Criteria CreepFactor. 1.5
H Min Brg Width Req = 1.7
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.553
Bearings B & H are a rigid surface.
9 9
Load Duration: 1,25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007 Max BC CSI: 0.567
Spacing: 24.0 "
C&C Dist a: 3.67 ft
Rep Factors Used: Yes Max Web CSI: 0.528
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 it
FT/RT:20(0)11 0(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):.
A - B 27 0 E - F
1654 -2312
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.19
B - C 1643 -2569 F - G
1508 -2203
Lumber
C - D 1509 -2203 G - H
1642 -2569
D- E 1654 -2312 H- I
27 0
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "13B"
uses design values
B - P 2229 -1321 M - L
1922 -1090
approved 1/30/2013 by ALSC
P - O 2227 -1321 L - K
1922 -1090
O - N 1922 -1058 K - J
2227 -1353
Wind
N - M 1922 -1058 J - H
2229 -1353
Member design based on
both MWFRS and C&C.�
0
r " 'W
11
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
�No 047182*
P-C 191 -12 M-F
490 -341
.
C-O 319 -370 K-G
318 -370
10
D - O 399 -192 F - K
399 -191
D-M 490 -341 G-J
191 -14
a
E-M 378 -439
STATE
40 01 SA38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB
r#�ix ital;ci�-aa �acetr cleztrotcEr.�fFzgieds�saalnd 6y Fdaamsai vtatti�iea,
PEOL i§c.tR3r3HztontTe aushawna uengassiT 1 ..
aasitterl3caa�ia_
a-Waad'TIngfe" sir amu M not crmfdraad*Wdand sxalad
aas'. tFe A,1 a�.�ent�a3�soNa naxr � vetN3� ac as�mlcctror�. .
bias.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV TPI and SBCA) t0F safety practices prior to performing these functions. Installers shall provide temposrrvy
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins.
per BCSI sections B3, 67 or 810,
T.'. A,,Tv Plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI�I 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
>e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 676125 / T13 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB HaydIen-2601 "D" OL O Qty: 1 FROM: AH DRW.
Truss Label: A09 I Wgt: 193.2 Ibs I / ... 10/13/17
6'4"9
6'4"9
11' 18'4" + 25'8" 1 30'3"7 + 36'8"
7'4° 7'4" T 4'1 64"9
112X4
Dm
E
v F
T
12
Ir
I
6
�
g3X4C
C' �3X4
b
=3X6(A1) I�
H
I RE3X6rA1) B
I
I
1 � �4
D
112X4
I m3X4 m4X6
sa3X8
m X6 =3X4 112X4
62"13
4'9°3
1' 6''
6'4" 1' 49°3 6'2"13
F1'
6'2"13
11'�
18'4
12' "
2425 '8° ' 30'5"3 368"
"
Loading Criteria (psg
Wind Criteria
Snow Criteria (PIN in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.155 E 999 240
B 1449 / 713 1861 / - / 247 / 5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.361 E 999 180
H 1385 / 674 / 792 / - /-
/ -
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.057 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.133 1 -
�)
B Min Br Width Re 1.7
9 q
NCBCLL: 10.00
Mean Height: 21.00 ft
9
Code / Misc Criteria
CreepFactor. 1.5
H Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.554
Bearing B is rigid surface.
9 a 9
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to It
TPI Std: 2007
Max BC CSI: 0:568
Maximum Top Chord Forces Per
Ply (Ibs)
Spacing: 24.0 "
C&C Dist a: 3.67 it
Rep Factors Used: Yes
Max Web CSI: 0.532
Chords Tens.Comp. Chords
Tens. Comp.
Loc. from endwall: not in 9.00
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
A - B 27 0 E - F
1673 -2319
Wind Duration: 1.1
WAVE
VIEW Ver: 16.01.01B.0614.20
B - C 1654 -2573 F - G
1619 -2213
Lumber
C - D 1520 -2207 G - H
1669 -2592
D - E 1673 -2319
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP Al
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Chords Tens.Comp. Chords
Tens. Comp_
Webs 2x4 SP #3
Lumber value set "1313"
uses design values
B - O 2233 -1387 L - K
1929 -1120
approved 1/30/2013 by
ALSC
O - N 2231 -1387 K - J
1929 -1120
N - M 1925 -1125 J - 1
2251 -1393
Wind
M - L 1925 -1125 1- H
2253 -1393
Member design based on
both MWFRS and C&C.ax
+
s� m
441
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
w
NO 047182 1 "A
O-C 191 -12 L-F
488 334
C - N 318 - 370 J - G
331 - 389
s
D-N 399 -191 F-J
403 -197
D - L 493 - 343 G -1
196 -19
ATE
E - L 379 -439
40 015A38 FF59818f5 gB 7F48 00 99 2E 85 FB
Mu item Rea been eltamotogy*nodaadecaladbyi7xr lrAanow4
F£'�F{.. l�. G+[i3sPtcn th¢dax¢zhaw�iotmaa a8asifA"�,
a€u3hent56atkasua3e,
tadcapttsofthkdoomwaare not C=z1 "6 upmi and %mind
wrtips Se�RP t"Iheaikationcode Mott be —chid on mydectmnk
carlet.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricafing, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI ant? SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have.properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. kWr to
drawings 160A-Z for standard plate positions. l
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI Pi 1, or for handlings shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. _
listing this drawing indicates acceptance of professionag engineertng responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the iesponsibility of the Building Designer per ANSIITPI 1 Sec.2.
"
Job Number: 136DCS014 Ply: 1 SEQN: 676087 / T2 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW.
Truss Label: A10 Wgt: 201.6 Ibs / ... 10/13/17
6'2"12 + 9' 1 15'2"2 + 18'4" y 21'4"2 + 27'8" + 30'5"4+ 36'8"
6'2'12 2'9°4 6'2"2 3'1"14 3'0"2 6'3"14 2'9"4 6'2'12
li
0
I =3X6KAB
12
6 p
-5X8 1112X4 =3X6 =3X4 Z�5X8
D E F G H
m3X4 116(4 m4X6 Min
m X4 m4X6 102X4 m3X4
�('�'
K
h1' 8 2'9"4 2'10"4 3'2"2 6'5"8 34 2'10"4 2'9"4 8'4"8 2,
6'4°B 9'1"12 12' 15'2"2 21'7"10 248" 27'6"4 303"8 36'8°
rn
1
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 1445 1774 / 850 / - / 247 / 5.5
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.186 E 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.426 E 999 180
J 1505 / 817 1919 / - /- / 5.5
BCDL: 10.00
Risk Category: 11
Snow Durafion: NA
HORZ(LL): 0.061 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.139 L - -
B Min Brg Width Req = 1.7
Code / Misc Criteria
NCBCLL: 00
Mean Height: 20.25 ft
CreepFactor: 1.5
J Min Brg Width Req = 1.8
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.523
Bearings B & J are a rigid surface.
9 9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.526
Spacing: 24.0 "
C&C Dist a: 3.67 ft
Rep Factors Used: Yes
Max Web CSI: 0.568
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 0 F - G 1858 -2698
GCpi: 0.18
Plate Type(s): •,.
VIEW Ver: 16.01.01B.0614.20
Wind Duration: 1.60
WAVE
B - C 1638 -2558 G - H .1849 -2678
C - D 1755 -2499 H - 1 1737 -2464
Lumber
D - E 1858 -2698 I-J 1627 -2531
Value Set: 13B (Effective
6/1/2013)
E - F 1858 -2698 J - K 52 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per
Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp.
Chords
Tens. Comp.
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
B - S 2219 -1262
O - N
2039 -1158
S - R 2D45 -1120
N - M
2039 -1158
Wind
1f
R - Q 2048 -1121
M - L
2036 -1157
Member design based on both MWFRS and C&C.
1m
'Afa w;'
Q - P 2048 -1121
P - O 2700 -1558
L - J
2191 -1310
"
047162
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens.
Comp.
C - S
275 -214
G - O
319
- 357
S - D
320 -304
O - H
799
-534
-S �
D - R
D P
81307 07
M - H
H L
171
284
- 31
v�
-
E P
-532532
308 350
-
L I
258
-270
-
-
-
-195
t w
P-G
92 -84
SEftX
46 01 5A 38 FF 55 81 P.0 BB 7F 48 00 99 2E 85 FB
St7t itnmr<"saatten clxzttacics�3gsig}tcdasi 5czled6y rsar •�9lnarttrses,
€�L, ltc'. �.'a.iiiP{ i!k[ Lhmdals2 �hawa at*aW➢fYdflg a SFi�•i
��icntkaYwvstsure.
meted vvlofdi&ds =nt= not ccW&ad*ne and=led
ms! i�^c �:A�as44daant�ayceas�edfe m�zt �rarogrif�d.aracay�cctmnk
rc�iu4.
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have -bracing insTalled per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of tTW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e
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 ANSIITPI 1 Sec.2.
For more information see this IoVs general notes page and these web sties: ALPINE: www.al ineitw oGin: TPI: www. into ; SBC/k www.sbdndu .00m; IM www.loesafe.ong
Job Number: 136DCS014 I Ply: 1 SEQN: 631761 / T3 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW:
Truss Label: All Wgt: 198.8 Ibs .. / ... 10/13/17
'
4'94
4'2"12 '
I T9'
73'12
'
E05X8
=3X4
=5X6
D
E
F
12
T
6
a
42X4C
(a)
Ia
I
1 3�
=4X%A2) B
OI
N M
LK
m5X6
m3X6 ®3X4
®4=
3W i 3'9°6
T7"4
B.
IZ8" 165"8
24'0"12
4'
9'
(a)
31'8"
T7"4
31'8"
5'
G
T
1H.,ff4X4(R)
i M
�1
N
1
B4X4
5'
36'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
♦ Maximum Reactions (Ibs)
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
Pf: NA Ce: NA
VERT(LL): 0.185 E 999 240
B 1454 / 786 / 868 / - / 177
/ 5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.430 E 999 180
1 1380 / 748 / 713 J - /-
I -
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.051 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.116 I - -
B Min Brg Width Req = 1.7
NCBCLL: 10.00
Mean Height: 20.51 ft
Code / Misc Criteria
Creep Factor. 1.5
1 Min Brg Width Req = -
2.00
TCDL: 4.psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
g
Max TC CSI: 0.635
Bearing B is a rigid surface.Soffit
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.651
Spacing: 24.0 "
C&C Dist a: 3.67 ft
Rep Factors Used: Yes
Max Web CSI: 0.950
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):
A - B 27 0 E - F
1806 -2572
Wind Duration:1.60
WAVE
VIEW Ver: 16.01.01 B.0614.19
B-C 1719-2594 F-G
1807 -2572
Lumber
C - D 1602 -2378 G - H
1079 -1579
D - E 1946 -2795
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (lbs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "l3B" uses design values
B - O 2265 -155B L - K
1370 -884
approved 1 /30/2013 by ALSO.
O - N 2092 -1349 K - J
1370 - 884
((-
N - M 2092 -1349 J - 1
10 -12
Bracing
%
M - L 2813 -1798
(a) Continuous lateral restraint equally spaced on
Or lx4 "T" 80% length of
rages a
member. reinforcement.
web member. Same species & SRB grade or better,e
i° ye
Maximum Web Forces Per Ply (Ibs)
attached with 8d Box or Gun (0.113 tQ.S",min.)nails
e a
'
Webs Tens.Comp. Webs
Tens. Comp.
@ 6" oc.
�»�
C - O 240 -198 F - L
353 -415
D-0 371 -117 L-G
1401 -884
Plating Notes
• -
'
D - M 823 - 536 G - J
349 - 415
(")1 plate(s) require special positioning. Refer to
e -
M - E 312 -281 J - H
1469 -942
scaled plate plot details for special positioning
�
E - L 190 - 283 H - I
954 -1345
requirements.
rSTAT E' OF
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at right end. Attach
scab to face of chord with: Nails @ 8" oc, plus
4. ' y 4 �
additiona_l nail clusters at: BRG.: (0), heel: (0), 1st
,
P Po ()•
L
Hangers / Ties
40 015A38 FF 58 9180 813 7f48 00 99 2E 95 FB
(J) Hanger Support Required, by others
mit item saaledbycts oMmarun=a
PE M. Ut. L"-37I01 an the daaz Acm at arrm WAS a si%4 l
Wind
"enC mnws e-
Member design based on both MWFRS and C&C.
Mated ecetuaf"dw, A, mot Md rmas q=dwabd
Right end vertical not exposed to wind pressure.
and the MWIau +eotkata-acmerrr .r rya w.itaad mmycle mr
ca�las:
—WARNING— READ ANDIFOLLOW
ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING
TO
ALL CONTRACTORS INCLUDING THE INSTALLERS
I reqquire extreme care in fabricating,
handlin f shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenF Safety Information, by TPI anctSBCA) fof safety practices prior to pertorming these functions. Installers shall provide temporary
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 bracing installed per BCSI sections 63, B7 or 910,
cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
Is 160A-Z for standard plate positions.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
cronfonnance with ANSUI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
this drawingg indicates acceptance of pprofessrona7 engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS014 Ply: 2 SEQN: 676103 / T36 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O 1.Qty: 1 FROM: JAH DRW:
Truss Label: Al2 Wat: 217.0 Ibs I ... / ... 10/13/17
fi
T
7'
12'10"10
5'10"10
18'4" + 23'9"6 + 29'8° 36'8"
5'5"6 5'5"6 5'10"1D T
m3X4 =5X6 m3X4 m5X8
4'10°4 f7"� 5'8°14 + 5'8"11 17" 36,82 2, �
T1"12 12' 2' "2 18'4" 24'0"14 44 29'6"4 36'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 19.76 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: 3.67 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Lumber value se "13B" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
T
T
Snow Criteria (Pg,Pf in PSF)
Defl/CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.276 E 999 240
B 2893 / 1503 /- /- /-
15.5
Lu: NA Cs: NA
VERT(TL): 0.639 E 682 180
H 2942 11567 / - / - /-
/ 5.5
Snow Duration: NA
HORZ(LL): 0.059 C - -
Wind reactions based on MWFRS
HORZ(TL): 0.137 C - -
B Min Brg Width Req = 1.7
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Req = 1.7
Bldg Code: FBC 2014 RES
Max TC CSI: 0.556
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.509
Rep Factors Used: No
Max Web CSI: 0.496
Maximum Top Chord Forces Per Ply (Ibs)
Ff7RT:20(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 13 -11 E - F
2067 -4048
WAVE
VIEW Ver: 16.01.01B.0614.20
B - C 1497 -2896 F - G
1873 -3670
C - D 1877 -3672 G - H
1485 -2887
D - E 2067 -4048 H - 1
23 - 24
No 047102
r
STATE OF
40 015A 38 FF 5B Si 60 BB 7F48 00 99 2E85-F8
ThU hari Hvn bvm ctccia nettmdualed by Luwiti Marunox..
{R. ua.e471921 on urecaw Aawnabr wksa SRJ6.1
au�tlserti:atiea�lc,
Ng-md o-p —fehi� docnrmwA art not cundiored Ognad and staled
and t}c;.:irst w ant�aliascode meat tvaardfsesl a� a�alactranlr.
C'rYy'itl1.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - P 2559 -1311 M - L 3717 -1908
P - O 2573 -1314 L - K 2563 -1302
O - N 2573 -1914 K - J 2563 -1302
N - M 3719 -1911 J - H 2550 -1299
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - P
333 - 76
M - F
393
-189
C - N
1293 - 662
F - L
416
- 565
N-D
413 -562
L-G
1301
-672
D - M
390 -185
J - G
327
-67
E - M
269 - 304
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
)iid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or,B10,
e.. Appty plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
of
,irl i,orrorr
acceptance
any structure
ris drawin any failure to build the
on this drawing or cover page
re design shown. The suitability
i
Job Number: 136DCS014 I Ply: 2 SEQN: 631765 / T23 / HIPS •
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW.
Truss Label: A13 I Wgt: 219.8 Ibs .. / ... 10/13/17
11
0
I m3X
1 3�
T 113'10"10 20'4" 2676 33'8" 36'8"
T I6'10"10 65"6 6'5"6 6'10"10 3'
E3X4 =5X6 =4X4 -5X14
.
-"qql
-qqqq
:
P
B12X4
7'1"12
T1"12
4X6 T
T
N a
N
O N M L K J I
=4X6a4X6 m3X10 =5X6 �4X10 �4X6 1113X10
11" 6'8"14 4'4" 26"6 6'5"10 i_ 3'
6 �3 '2 20'4" I 248" } 272 33 "6 I 18"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.351 E 999 240
B 3380 12077 ! - l - 1-
15.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.751 E 583 180
1 3387 12121-
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.074 C - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(rL): 0.159 C - -
B Min Brg Width Req = 2.0
NCBCLL: 0.00
Mean Height: 20.01 ft
Code / Misc Criteria
Cree Factor. 1.5
p
1 Min Brg Width Req = -
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.953
Bearing B is rigid surface.
9 a 9
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.653
Spacing: 24.0 "
C&C Dist a: 3.67 It
Rep Factors Used: No
Max Web CSI: 0.932
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens, Comp_
GCpi: 0.18
Plate Type(s):
A - B 13 -11 E - F
2894 -4636
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.01B.0614.19
B - C 2134 -3445 F - G
2268 -3628
Lumber
Hangers 1 Ties
C - D 2766 -4444 G - H
1030 -1641
Value Set: 13B (Effective 6/1/2013)
(J) Hanger Support Required, by others
D - E 2894 -4636
Top chord 2x4 SP #1
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Sot chord 2x6 SP #1
Webs 2x4 SP #3
Wind loads and reactions based on MWFRS.
Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "l38" uses design values
Right end vertical not exposed to wind pressure.
B - P 3050 -1881 M - L
3703 -2325
approved 1/30/2013 by ALSC
P - O 3067 -1885 L - K
3703 - 2325
O - N 3067 -1885 K - J
1461 -915
Nailnote;5
N- M 4484 -2802 J- 1
3 -2
Nail Schedule:0.128"x3", min. nails4.�e*
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Webs : 1 Row @ 4" o.c.
Use between
equal spacing rows and stagger nails
No 7.
C - P 392 -89 F - K
693 -901
in each row to avoid splitting.
.
C - N 1556 - 995 K - G
2447 -1527
Special Loads
wa q 16 Ma
N - D 435 -477 G - J
557 -725
--(Lumber Dur.Fac =1.25 / Plate Dur.FaG.=1.25)
4
10
D- M 173 -105 J- H
E - M 333 -344 H - I
1741 -1090
1068 -1698
TC- From 56 pif at -1.00 to 56 plf at 7.00'
TC- From 28 at 7.00 to 28 at 33.67Ci
M - F 1060 -646
pif pif
TC- From 28 pif at 33.67 to 28 plf at 36.671
` "sr
BC- From 4 plf at -1.00 to 4 plf at 0.00��
w4
BC- From 20 plf at 0.00 to 20 plf at 7.03mv�d
10 7.03 to 10 36.67
BC- From pif at pif at
TC- 339 lb Conc. Load at 7.03 I
,
TC- 171 lb Conc. Load at 9.06,11.06,13.06,15.06
ai
SERLk
17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06
33,06,35.06
40 015AS8 FF 50 8113081371748 00 992E85 FB
BC- 538 lb Conc. Load at 7.03
z%istsamisabcmclesxcn °sjsi aawtd=1adbyLUm1L4ArtV=
BC- 127lb ConG. Load at 9.06,11.06,13.06,15.06
K(FL.�•r47102IMth. x�a�6�'a+ sawm-1
17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06
fenfita Coda.,
33.06,35.06
tadcrP&s, fdisd_t wat mot =sadsmdsiewdmism W
and tlae adz sthentScaad sscds ms the gv#f_,i ca=ydcctrmnit
raVlas.
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
rrusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
fo'r to these functions. Installers temporarryY
om.ponent Safety Information, by TPI and'SBCA) safety practices prior performing shall provide
iracmg per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position
as shown above and on the Join? Details, unless noted otherwise.
(2efer to
irawings 160A-Z for standard plate positions.
41pine, a division of ITW Buildin�!L�Components Group Inc :shall not be responsible for any deviation from this drawing,any failure to build the
bracing this drawing
:russ in conformance with ANSI PI 1, or for handling shipping, installation and of trusses.A seal on or
isting this drawing indicates acceptance of rofessiona engineering responsibility solely for the design shown.
and use of this drawing for any structure is thje responsibility of the Building Designer per ANSI/TPI I Sec.2.
cover page
The suitability
Job Number: 136DCS014 Ply: 1 1 SEQN: 676089 / T9 / GABL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OIL O Qty: 1 FROM: JAH DRW:
Truss Label: B01GB Wgt: 64.4lbs .. / ... 10/13117
f 7' I 14'
7' 7'
�— 3 fTYP1 E=4X4
M L K J I
14'
14'
{
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria
♦ Maximum Reactions (Ibs), or •=PLF
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.003 1 999 240
H• 80 / 47 / 40 /- / 11
/ 168
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): -0.003 1 999 180
Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): -0.002 M - -
B Min Brg Width Req = -
EXP: C
Des Ld: 37.00
HORZ(TL):-0.003 M - -
Bearing B is a rigid surface.
Mean Height: 20.01 It
NCBCLL: 10.00 TCDL: 4.2 psf
Code I Misc Criteria CreepFactor: 1.5
Soffit 2.00 BCDL: 5.psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.128
Maximum Top Chord Forces Per
Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.070
Chords Tens.Comp. Chords
Tens. Camp.
Spacing: 24.0 " C&C Dist a: 3.00 it
Rep Factors Used: Yes Max Web CS 1: 0.098
A - B 27 0 E - F
270
-52
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
B - C 74 -61 F - G
192
-68
GCpi: 0.18
Plate Type(s):
C - D 177 -52 G - H
8B
-107
Wind Duration:1.60
WAVE VIEW Ver:16.01,01B.0614.20
D-E 262 -53
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
B - M 136 -52 K - J
149
-55
Webs 2x4 SP #3
M - L 145 - 53 J -1
142
-56
Lumber value set "'I3B" uses design values
L - K 149 -55 I - H
133
-59
approved 1/30/2013 by ALSC
Maximum Gable Forces Per Ply (Ibs)
Plating Notes
' '
Gables Tens.Comp. Gables
Tens. Comp.
All plates are 2X4 except as noted.
sa ee,
s��
C-M 232 -129 J-F
305
-115
Wind
TZ
D - L 310 -119 I - G
329
142
Member design based on both MWFRS and C&C.'
E - K 13 -75
No 047M
Additional Notes
See DWGS A16030ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
OF
' =STATE
40 015A38 FF 5B 81 BO BB 7F 48 CO 99 2E 85 FB
3'>att item has isen ckrrz }vaned&,A=ledby lAasysel manks,
iE (z1, uc.r4lunj on the ctascahowaabaw U^ bg aSNA'3
aa�t etststaS3en �1e.
�r'nted zrgriasatlas dflct rr,L ra a�at cu dii ttds we=tl=lad
M
the S'x...eA tenrcatiemseadc must U writ'a d Many dedrea c
cjes.
"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, byy TPI anr7SBCA) for safety practices prior to performing these functions. Installers shall provide temposrrYY
bracing per BCSI., Unless noted olhervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceitlnq Locations shown for permanent lateral restraint of webs shalt have bracingp installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buifdinpp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of 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 drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitmoom; TPI: www.tpinst.org; SBCA: www.sbcindustrV.com: IM www.jccsafe.oni
C
Job Number: 136DCS014 Ply: 1 SEQN: 676050 / T26 / SPEC
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW.
Truss label: B01 I Wat: 105.0 Ibs I I ... / ... 10/13/17
T I i 12' 15'10" 19'8" 21'B"
7' 1 5' 3'10" 3'10" 2'
C=4X4
T 126 F:;-
T
Z5X10(SRS) 1112X4
D E =6X8 F n
(a) d
M
=3X4(A1) B L'=3X4(A1) v
L K J I 1
=6X6 1112X4 =6X8 1112X4
r 1, TI-12 5' 3'8"4 3'8"4 2'1"12
T1"12 12'1"12 15'10" 19'6"4 21'B"
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: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL ! W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.304 D 843 240 B 889 1550 1- l - l - / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 /- / - ! - / 5.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.085 C - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.191 C - - B Min Brg Width Req = 1.5
Mean Height: 20.01 it Code / Misc Criteria Cree Factor. 1.5 G Min Brg Width Req = 1.5
NCBCLL: 10.00 TCDL: 4.2 psf p Bearings B & G are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.841
Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.06 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): A - B 27 -25 E - F 1914 -3264
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.0113.0614.20 B - C ' 840 -1361 F - G 928 -1584
Lumber Tray Scab(s) C - D 824 -1363 G - H 27 -25
Value Set: 13B (Effective 6/1/2013) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach D - E 1914 -3264
Top chord 2x4 SP #1 scab to face of chord with: Nails @ 8" oc, plus
Bot chord 2x4 SP #1 additional nail clusters at: BRG.: (0), heel: (0), 1st Maximum Bet Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3 panel point. (0). Chords Tens.Comp. Chords Tens. Comp_
Lumber value set "'I3B" uses design values B - L 1149 -681 J - 1 1389 -798
approved 1/30/2013 by ALSC L - K 4007 -2371 I - G 1381 -802
Bracin K-J 4010 -2361
MAt?
(a) Continuous lateral restraint equally spaced on 1i �NMaximum Web Forces Per Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80% length of � Webs Tens.Comp. Webs Tens. Comp -
web member. Same species & SRB grade or better,.
attached with 8d Box or Gun (0.113"x2.5",min.)nails � as - �a C - L 788 - 332 E - J 194 -196
@ 6" oc. No 047,82. L - D 1716 - 2890 J - F 1944 -1157
D-K 121 0 I-F 104 0
Special Loads D - J 463 -774
--(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC- From 56 pIf at -1.00 to 56 pIf at 7.00 " a
tr
TC- From 56 If at 7.00 to 56 If at 12.00, -,
TC- From 56 pIf at 12.00 to 56 pit
at 15.60
TC- From 28 pIf at 15.60 to 28 pIf at 19.67 y "r A4,
TC- From 56 pIf at 19.67 to 56 pIf at 22.67
BC- From 4 pff at -1.00 to 4 pIf at 0.00�+mow
BC- From 20
BC- From 10 pIf at 15.60 to 10 pif at 21.67
BC- From 4 plf at 21.67 to 4 plf at 22.6
TC- 33 lb Cone. Load at 16.60,17.60 SERIAL
TC- 51 lb Cone. Load at 19.64 4001Sit38FF50818013137F4800992€85FB
BC- 32lb Cone. Load at 15.60,17.60 r4$Itamius asckurmz3ca tsf nedwdwalcdbyFAwum7naartnu,
BC- 37lb Cone. Load at 19.64 PEVL. M.N7193tan mdats i weatxi � gasxT°a
zU1twdQtAM=d&
Wind
tndcr4sUaxarzhk dotrxaeraara natdi*sed a� znd ssmla6
Wind loads and reactions based on MWFRS. a, eri�=a samctstr� ccan sruvs�fary�actrmr�
cnplm
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610,
as applicable. Apply plates to each face of truss aqd 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping; installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su"stability
and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TP11 Sec.2.
:or more information see this iob's general notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.oro: SBCA: www.sbdndustrv.com: ICC: wwmiccsafe.orn
Job Number: 136DCS014
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Truss Label: B02
T
0
15
T 10'6"E
T 3'6"6
C 1114X6(R)
Ply: 4 I SEQN: 685222 / T12 /
Qty: 1 FROM: JAH
Wgt: 137.2 lbs
14710 18'2"6
3'8"4 3'11"12
=6X8 =H1315 1114X5
IIN
DRW:
. / ... 10/13/17
21'8"
3'53'S�
T
T�
1X16(B3) i'
1, 774 37"10 39"12 3'5" 2'11"6 .
7'2"4 10'9"14 14'7"10 18'0"10 21' 8"j
21'8"
Loading Criteria (pso
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: 20.01 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: 3.00 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 2x8 SP #1
Webs 2x4 SP #3 :W1, W2 2x4 SP #1:
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bet Chord: 2 Rows @ 5.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
In addition, apply (1) 022"-0.25" min/max dia. X 6.0"
length wood screw at each joint location.
4" o.c. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 4"
Special Loads
-(Lumber Dur.Fac =125 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at 7.00
TC- From 28 plf at 7.00 to 28 plf at 10.53
TC- From 56 pif at 10.53 to 56 plf at 18.20
TC- From 56 plf at 18.20 to 56 pif at 21.67
BC- From 4 plf at -1.00 to 4 pif at 0.00
BC- From 20 plf at 0.00 to 20 pif at 7.13
BC- From 10 plf at 7.13 to 10 plf at 21.67
BC- 3387 lb Conc. Load at 7.13
BC-1380 lb Conc. Load at 9.06
BC- 1385 lb Conc. Load at 11.06,13.06,15.06,17.06
BC- 1474 lb Conc. Load at 19.06,20.60
1
Snow Criteria (Pg,Pf in PSF) Defi/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): 0.263 J 975 240 L 6025 13446 / - 1- / - / 5.5
Lu: NA Cs: NA VERT(TL): 0.594 J 431 180 G 8685 14496 / - /- / - / 5.5
Snow Duration: NA HORZ(LL): 0.073 C - - Wind reactions based on MWFRS
HORZ(TL): 0.165 C - - L. Min Brg Width Req = 1.8
Code / Misc Criteria Creep Factor. 1.5 G Min Brg Width Req = 2.2
Bldg Code: FBC 2014 RES Max TC CSI: 0,534 Bearings L & G are a rigid surface.
TPI Std: 2007 Max BC CSI: 0.894
Rep Factors Used: Yes Max Web CSI: 0.867
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Plate Type(s):
WAVE, HS VIEW Ver: 16.01.01B.061420
W' d
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 7 - 6 D- E 3577 - 6522 I
B - C 1837 - 3230 E - F 3123 - 5819
in C - D 1895 -3340 F - G 2169 -4092
Wind loads and reactions based on MWFRS.
Maximum Bet Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
4001SA38 FF5B81BO8B7F4800992E85 FB
Thu Itemieast•IvMelcdries-q AxPcd w4 uatcd by Marrzr9 Aearh,='
?E.(Fc.us.r�z:&z.!ae tLmdasc xWswr}abawm tsx7egaswAa
ae;ffitentitat�eas�fe.
smite T.�" .Ytav�ran�9iaa cc�a rnssrt Dez+rsifl.raa aaydettrmrm�
xazrJns.
B - K 2874 -1628 1- H 3736 -1965 I
K - J 6491 - 3572 H - G 3663 -1930
J -1 5878 -3165
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs Tens. Comp.
C - K
2843 -1583
E - I 241 - 337
K - D
2081 - 3876
1- F 2276 -1266
D - J
175 - 29
H - F 822 - 386
J - E
714 -467
*`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) for saiPety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny
id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or I
e. ADI plates to each face of truss and Dosition as shown above and on the Joint'Details. unless noted otherwise. (2efer to
a division of
ince with ANSirl PI 1; or for handling ,
ing indicates acceptance of profe, F.drawing for any structure is the re
see this job's general notes page and these we
its drawing,any failure to build the
on this drawing or cover page
to design shown. The suitability
Job Number: 136DCS014 I Ply: 1 SEQN: 676121 / T55 / GABL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW:
Truss Label: M2GI3 Wgt:14.0 Ibs .. / ... 10/13/17
12
4 C
2M(A1) B0 T-
M
D I
21 �
2'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
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): NA D• 104 / 51 / 80 /- / 21 124.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 D - - B Min Brg Width Req = -
EXP: C HORZ L -0.000 D - - BearingB is rigid surface.
Des Ld: 37.D0 Mean Height: 15.00 ft )t a g
NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 1.5
TCDL: 4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.169 Maximum To Chord Forces Per PI Ibs
Soffit: 2.00 BCDL: 5.0 psf P y (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/ TPI Sid: 2007 Max BC CSI: 0,034 Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.032 A - B 19 0 B - C 9 -29
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Chords Tens.Comp.
Lumber B - D 166 -20
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 91 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Webs Tens.Comp.
Webs 2x4 SP #3
Lumber value set "13B" uses design values C - D 87 -32
approved 1/3012013 by ALSC
Plating Notes
All plates are 2X4 except as noted.e�x.
ENO NIV%W
Windo ,
Member design based on both MWFRS and C&C.
Rd- 04710:2
STATEr
40015A39FF5881BOBB7F4900992E85FB
M Itemh=b� akctrr ;a�gzr,�ned 1ealadiy m2wa Mardw,.
(FL, lPt. GdlFH3! o-atit� eatsshawaa6:rr� � a SNA 1
en�ca�ces,z�ir
fr�md ct��txe�'tH� ilaraac-a m� c�c+t aa�'nd �nad:mil r�aicE
2t9f� Jt�.�'iv±d':a:ABieliYiCS9PEirslf�e ffif#SI�A?srHb:.d. Cfii Shy cietltDrk '.
calm
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy 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 bracing installed per SCSI 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 [Buildingq�Components Group Inc. shall not be responsible for, any deviation from this drawing any failure to build the
truss in conformance with ANSIItPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this rawing or cover page_
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DC8014 Ply: 1 1 SEQN: 676117 / T22 / GABL
4EHB Hayden-2601 "D" OL OW [DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW.
Truss Label: M6G6 Wgt: 28.0 Ibs I / ... 10113/17
3' 5' 6'
3' 2' 1'
E
12
4o
C m
io
N �
2X4(A1)B N
U i
F
t
H G
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: %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 6/112013)
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
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS S16016ENC1DOB15 & GBLLETIN1014 for
gable wind bracing and other requirements.
6'
3' 2' i 1'
3' ' 6'
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefi U#
Loc R / U / Rw / Rh / RL / W
Pf. NA Ce: NA
VERT(LL): -0.002 H 999 240
F* 85 140 / 61 /- / 17 / 72.0
Lu: NA Cs: NA
VERT(TL): 0.003 H 999 180
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): -0.002 D - -
B Min Brig Width Req = -
HORZ(TL):-0.003 D - -
Bearing B is a rigid surface.
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.055
Chords Tens.Comp. Chords Tens. Comp.
Rep Factors Used: Yes
Max Web CSI: 0.074
A - B 19 0 C - D 12 - 98
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
B - C 14 -179 D - E 6 -19
Plate Type(s): ;
WAVE
VIEW Ver: 16.01.01B.0614.20
Maximum Bot Chord Forces Per PIY (Ibs)
No 0471021
..
STATE
a
40 015A 38 FF 56 8180 BB 7F4800 99 2E 85 FB
Thk ItatscRsss.t%a�nektlt�s$gnud :ralad bf Mar=l Martine
:�'� €#i. tii.. `k�ir.F&Tt a!1 tea-StmWR aLet�& kN�1� a SH.�i
ietlLitat#a%is6de.
3xtatad cag�iosesitf�s tiarr,€^.ntaaa a�atmufm9 sFan� :sala€E
ausd tic. �Zas.�thcnY:ca3uuectade nrst Leuarif2wtmaayrmtactimr3:
rcyfax.
Chords Tens.Comp. Chords Tens. Comp.
B - H 275 -25 G - F 2B9 -27
H - G 285 -26
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
E-F 49 -19
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-H 285 -134 D-G 249 -W
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporaryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
wid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
any
its drawing,any failure to build the
on this drawing or cover pa e
ie design shown. The suttability
Job Number: 136DCS014 I Ply: 1 SEQN: 676123 / T4 / MONO
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 9 FROM: JAH DRW.
Truss Label: M6 I I Wgt: 25.2 Ibs .. / ... 10/13/17
12 �4X4C
4 T
r
r
LO a0
r �
M
2X6 D 'n~j
2X4(A1) B
3 A L_j 7 —L
1112X4E
5'8"S
1'
518118 QITA
I E;
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI 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 / W
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.023 E 999 240 B 293 / 126 / 218 ! - / 101 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 / 114 1137 / - /- 11.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS
EXP: C HORZ L 0.012 E B Min Br Width Re 1.5
Des Ld: 37.00 (T )� 9 q =
Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 1.5 D• Min Brg Width Req = 1.5
NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & D are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearing B requires a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.209
Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.325
Loc. from endwall: Any 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: 16.01.01B.0614.20 A - B 19 0 B - C 52 -131
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1 Chords Tens.Comp.
Bot chord 2x4 SP 91 B - E 90 -178
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Lumber value set "13B" uses design values Maximum Web Forces Per (Ibs)
9 Webs Tens.Comp. Webs
Tens. Comp.
approved 1/30/2013 by ALSC
ty D - E 102 -36 C - D 1336 -640
Wind.
Member design based on both MWFRS and C&C. e .Pool
ie
18.
n �
t,. STATE qF
-�Of . t
40 01 SA38 FF 58 8180 BB 7F48 00 99 2E 85 FB
WsItem hsnt ackzat aca /s neaWAu icdbylaartinea,
sE(�L.Ik. CNiTasa.(rnrt'Aac$s2e shaavaalaa�u.�gasF£t i
authentiaau�e..
stud.capimsrarch�stiweira�rta�mat esr�sail �na�€�ad �a4ad
an6 tF.z �7.a 2sv�antatatexe ca^lensat to aadtcd �sategnflmmctta�.. .
fas..
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqguire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anr7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or•610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Gr1 up Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIfPI 1, or for handlingf shipping, installation and bracing of trusses_A seal on this drawing or cover page_
listing this drawingg indicates acceptance of Ipro 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 ANSIITPI 1 Sec.2.
r i
Job Number: 136DCS014 Ply: 1 SEQN: 676020 / T39 / VAL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: 'V1 Wgt: 42.0 ibs .. / ... 10/13l17
T
3'8" T10" 1118"
I' 3.8" I 4'2" 3-10"
12
III?,X4 6
11'8" _ i
-414r
3'8"
3'8"
4' 1
7'8" 111'8"
4'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefllCSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.010 E 999 240
D" 75 143 / 39 / - / 7 / 140
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.018 E 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.004 E - -
G Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ L -0.007 E - -
)t
Bearing G is a rigid surface.
g
NCBCLL: 10.00
Mean Height: 20.04 ft
Code ! Misc Criteria
Creep Factor. 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.193
Maximum To Chord Forces Per PI Ibs
p y (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0A08
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.092
A - B 6 -3 C - D 16 -52
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
B - C 6 -3
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.01B.0614.20
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Chords Tens.Comp. Chords Tens. Comp.
Value Set: 13B (Effective 6/1/2013)
G - F 3 -6 E - D 20 -29
Top chord 2x4 SP #1
F - E 3 -6
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Web Forces Per Ply (Ibs)
Lumber value set "138"
uses design values
Webs Tens.Comp. Webs Tens. Comp.
approved 1/3012013 by
ALSO
A - G 145 -75 E - C 279 -167
WindWN
B-F 310 -270
Member design based on both MWFRS and C&C. W Ago
r,t,. '4
Additional Notes
See DWG VAL160101014 for valley details.
No 047102
STATE OF
40 01 5A 39 IFF 58 81130 BB 7F 48-00 99 2E 85 FIB
*,h Itemhutas�aftIrA ssaladbg M.0kxir Mantna2
PE(FL. Lbc.OM221 on Me da5:a shilw�n akmz� arcing a Stt$-i
=thfndmw rya.
wetted ccpr. aftidy d-uttent armnot aAW&md g 'sndvcand
an6 tic wsa antaadwroCode mast U vewbd CA my dactfar&
satins.
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"imPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI and'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporarryY
bracing per BCSI., Unless noted 0 he— e,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly
attached ric]id ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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 Joint Details, unless noted otherwise. (2efer 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 ANSI PI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover pa e,
listing this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the 8uiiding Designer per ANSI/TPI 1 Sec.2.
For more information see this 'ob's eneral notes pacte and these web sites: ALPINE: www.al ineihv.com: TPI: %wnv. inst.o ; SBCA: www.sbcindu .com; IM www.iocsafe.org
Job Number: 136DC8014 IPly: 1 1 SEQN: 676024 / T35 / VAL
4EHB Hayden-2601 "D" OL OW /DR Horton /4E1 B Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW:
Truss Label: V2 I Wgt: 36.4 Ibs .. / ... 10/13/17
1181, � + 5'10 { 98" {
1'8" 47 3'10"
12
II�X4 ///4X8(R) Q 6
A 1112X4
T
3X4(D1)
D
-eta
F 1112X4 E
9,8„
4' 4'
518" 918"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl1CS1 Criteria
♦ Maximum Reactions (Ibs), or `=PLF
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
Pf: NA Ce: NA
VERT(LL): -0.011 E 999 240
D- 75 / 44 / 40 /- / 9 1116
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.018 E 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.005 E - -
G Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): -0.007 E - -
Bearing G is a rigid surface.
NCBCLL: 10.00
Mean Height: 21.04 It
TCDL: 4.0 psf
Code / Misc Criteria
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.233
Maximum To Chord Forces Per PI Ibs
P y ( )
Load Duration: 1,25
MWFRS Parallel Dist: 0 to h 2
TPI Sid: 2007
Max BC CSI: •0.117
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 it I
Rep Factors Used: Yes
Max Web CSI: 0.110
A - B 1 -2 C - D 20 - 54
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
B - C 1 -2
GCpi: 0.18
I
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.01B.0614.20
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Chords Tens.Comp. Chords Tens. Comp.
Value Set: 13B (Effective 6/1/2013)
G - F 2 -1 E - D 16 -31
Top chord 2x4 SP #1
F - E 2 -1
Bot chord 2x4 SP 91
Webs 2x4 SP 93
Maximum Web Forces Per Ply (Ibs)
Lumber value set "13B"
uses design values
Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
A-G 31 -51 E-C 321 -173
Wind
B - F 369 -235
Member design based on both MWFRS and C&C.�e
Additional Notes
, ^a• .
See DWG VAL160101014
for valley details.
40 015A38 FF 56 8180 8B 7F4800 99 2E 85 FB
s#1t 3[ernPrsslrccn'alscRe�n$c�ys�jtnd arm9s�alad fry t�rwsd Martfnaxx�
eE(�i.. t}t.W192f a e01adaft .n'hnsvma�a us&ngaSMA4
x�mntkax&srsexrlr.
etmd e�iaxm5ttds d�r_rr ;*s2 arm c�ota^aasti#risd-�n�:�ans! sealed
sad ttvs��as.�estkSS�atcr�le raseitm aa:rifk�.ricsrayrdactem"k
«ayina.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, hands q shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Grol p Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawin indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Job Number: 136DCS014
Ply: 1
SEQN: 676026 / T56I VAL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Qty: 1
FROM: JAH
DRW:
Truss Label: V3
Wgt 28.0 Ibs
/ ... 10/13/17
3'10" 7'8"
3'10" 3'10"
12
///4X6(R) 6
A 1112X4 B
T
3X4(D1)
- C
1
.ev4
E
1112X4 D 1112X4
7-8"
3'8" 4'
3'8" 7,8"
Loading Criteria (psfl
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in roc Udefi U#
Loc R / U / Rw / Rh / RL / W
C* 74 146 / 41 / - / 12 192.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.012 D 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.018 D 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.005 D - -
E Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ L -0.007 D - -
�)
BearingE is rigid surface.
a g
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 22.04 ft
TCDL: 4.2 psf
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.221
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.120
Chords Tens.Comp. Chords Tens. Comp.
A - B 9 -7 B - C 12 -57
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.114
Lac. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.16
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 16.01.01B.0614.20
Wind Duration: 1.60
WAVE
Chords Tens.Comp, Chords Tens. Comp.
Lumber E-D 6 -8 D-C 24 -39
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp.
Webs 2x4 SP #3
Lumber value set "1313" uses design values A - E 178 -109 D - B 303 -178
approved 1/30/2013 by ALSC
1)
Wind
Member design based on both MWFRS and C&C.
Additional Notesw®a r
See DWG VAL160101014 for valley details.
OF
�r
* -'
oflil Oil
.$
40 01 5A 38 FF 50 8180 BB 7F49 00 99 2E85 FB
%U ltamhaa baenekaranlagy ad ztsdY aiad by°. Sasaaaim rtr:sc7
?£ (FL. ttt.Q47f52t eoifts rz42 shawa atxiva sr�ag a SMh-i
aTd3ifEdit�7t'aS89 £iSdC.
P1Bated cea atmin arxds dMu notcmwt6wnd dculiandsoakd
Z .11Aa.f.Mtee4uSQsmusr-a4*cdfWCA a dretMr'L-
caxs<i"x.
—WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses recq7uire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structufal sheathing and bottom chord shall have a propperly
Locations for lateral have bracing installed BCSI 63, B7 610,
attached rigid ceiling shown permanent restraint of webs shall per sections or
as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Buildin�LComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, ,
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2.
For more information see this IoVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinit.orgSBClI www.sbcindu .coin ICC: www.iccsafe.orq
Job Number: 136DCS014 I
Ply: 1
SEQN: 746866 / T371 VAL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Qty: 1
FROM: GM
DRW:
Truss Label: V4 I
Wgt: 25.2 Ibs
/ ... 10/13/17
1'8"8 1 5'8"
118"8 13'11"8
12
6 p
B=4X4
1112X4 A
N N=3X4(D1)
=i C
1
-eta
E
112X4 D 1112X4
5.8"
1'8"8 1 3'11 "S
1'8"8 15'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
E* 74 / 29 137 / - 110 168.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.020 D 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.023 D 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: it
Snow Duration: NA
HORZ(LL): 0.008 D - -
E Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ L 0.009 D - -
)'
a g
BearingE is rigid surface.
Code ! Misc Criteria
NCBCLL: 10.00
Mean Height: 23.07 ft
TCDL: 4.2 psf
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.183
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.130
Chords Tens.Comp. Chords Tens. Comp.
A - B 51 -18 B - C 51 -41
Spacing: 24.0 "
C&C Dist a: 3.00 ft I
Rep Factors Used: Yes
Max Web CSI: 0.059
Loc. from endwall: not in 9.00 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18 I
Plate Type(s):
Maximum Bot Chord Forces Per Ply (ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
Chords Tens.Comp. Chords Tens. Comp.
Lumber E- D 4 -3 D- C 4 -3
Value Set 13B (Effective 611/2013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp.
Webs 2x4 SP #3
Lumber value set "13B" uses design values A - E 95 -46 B - D 198 -137
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.MAP
Additional Notesx%
See DWG VAL160101014 for valley details.s'
047,182
.
Ir
OF.
.�' '
40 015A 38 FF 515 81 BO BB 7F 48 00 99.2E 85 FB
rnuItainIt=bemneto s�nadasdacalad tr; t aaaaac7 MartkemT
P£ (fit.. uc. 0431-1E2t an the dada Shawn abase w,dns aSH,41
=*eAdcst3casa0dm _
tadcC&sa3thandnccsaaaatwonot crassdc ds adaza sarmbd
me tFe 54A l at aa.amfioawde n-t tam z Ah--d W amycdectrmr
csx�Pmt:
"*WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rec]wire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attach etl 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. oft russ ,and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this rawing or cover page_ _
for the design The
listing this drawing,indicates acceptance of Ippro essfona engineering responsibility solely shown. suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's eneral notes a e and these web sftes: ALPINE: www.al ineihv.com; TPI: www. inst.o SBCA: www.sbdndu .abnY IC www.iasafe.a
Job Number: 136DCS014 Ply: 1 I SEQN: 746867 / T38/ VAL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW:
Truss Label: V5 Wgt 16.8 Ibs / ... 10/13/17
1'8"8 1 3'8"
1'8"8 1'11 "8
12
6
B=3X4
3X4(DC
3X�(D1)
1"12
3'8" _1
3'8"
TV
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.005 999 240
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 999 180
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 - -
EXP: C HORZ L 0 002
Des .00 Mean Height: 23.57 ft )
NCBCLL: 10.00 Code ! Misc Criteria Creep Factor. 1.5
Soffit: 2.00
TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.058
BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.060
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "136" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
low MA03,Zt-#,r
Additional Notes
See DWG VAL160101014 for valley details. +'0471,02,
wo
via
..
wo
J� STATE
*�
40 01 SABB FF 55 81 BO 613 7F48 00 99 2E 85 FB
Sik i:et::i�., elatims#.cs�,y:d�trad � sralncitry FiSaxusd namtinos
PE vM, uc.rAP92.1 on the dtt& Awn ab= Wno a SMA
autEsendmtk mdo.
s'�atcd c��satttsss doscx-srt euEcaeaxidesed ;ie�ma�ax�� stsi�ts
ar,E 3ha SiA : �^::i3veniva4ie¢etrle mast Ca ac�afiad ta't aer�a9ecttmnb�
tae�los.
♦ Maximum Reactions (Ibs), or'=PLF
LOG R I /Rw /Rh /RL /W
A' 71 /23 /31 /- /7 /44.0
Wind reactions based on MWFRS
A Min Brg Width Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 192 -144 B-C 189 -141
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 136 -145
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610,
e. ADDI Dlates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. (2efer to
a division of
TPI 1; or for h
acceptance
any structure
failure to build the
g or cover pa e_
im. The sui brhty
i
Job Number: 136DCS014 Ply: 1 SEQN: 746868 / T21 / EJAC
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 28 FROM: AH DRW.
Truss Label: EJ7 I Wgt 23.8 lbs / ... 10/13/17
C
77
12
6
CM
O to
M Ch
V'
=2X4(A1) B
�L A
D
1'
7'
7'
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 too Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): NA
B 336 1155 / 257 / - / 211
/ 5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): NA
D 127 126 1102 I - 1-
11.5
BCDL: 10.00
Risk Category: If
Snow Duration: NA HORZ(LL): -0.022 D
C 171 / 169 / 85 / - / -
/ 1.5
Des Ld:EXP:
C
HORZ L 0.031 D - -
)
Wind reactions based on MWFRS
CL 10.00
NCBCLL: 10.00
Mean Height: 20.00 ft
9
Code ! Misc Criteria Creep Factor. 1.5
B Min Brg Width Req = 1.5
Softit: 2.00
TCDL: 4.2 psi
BCDL: 5.0 sf
P
Bldg Co
g de: FBC 2014 RES Max TC CSI: 0.533
D Min B Width Re -
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007 Max BC CSI: 0.368
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft I
Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: not in 4.50 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. Camp.
Wind Duration: 1.60
WAVE VIEW Ver: 15.01.01.0402.19
Lumber
A- B 27 0 B- C
77 -160
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1
Chords Tens.Comp.
Bot chord 2x4 SP #1
Lumber value set "13B"
uses design values
B - D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
• *eNo 04710.2i
a m
STATE QF Ito
40 015A38 FF 56 81808B 7F48 00 99 2E 85 FB
asf$fsemr t ,akus� nc�andwaladbVts"wtIKftrW
'E( .t i:471 wI on the dasasimWeabs0[wing a SRA-L
tliaadcaaimcr d&
z'aw2dccgImaftfnsdcsiauaAaranatcrssliwed%fpadands bd
=n Hk_.1WAaxaenthatL-AWAOrnwtbAa dfvdMwyel"Im'k
cWias,.
-WARNING'- READ AND FOLLOW ALL NOTES ON THIS DRAWING! j
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlingshi ping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each face. of fruss'and position as shown above and on the Joinf Details, unless noted otherwise. 12efer 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 oIf pprofessions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is, jKe respons!bility of the Building Designer per ANSI/TP11 Sec.2.
Fnr mnra infnanafinn sae this inh's aenerai nnfes nacre and these web sites- ALPINE: www.ainineltw.com* TPI: www1i insLom: SBCA www.sbcindusfrv.com: ICC: www.iccsafe.oro
Job Number: 136DCS014 Ply: 1 SEQN: 676030 / T5 / EJAC
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: JAH DRW:
Truss Label: EJ2 Wgt: 11.2 Ibs / ... 10/13117
1
0
12
6
C
TT
Lo
2X4(A1)
2'
1
2'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D -
Des Ld: 37.00
EXP: C
HORZ(TL): 0.001 D - -
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 18.76 ft
Creep Factor: 1.5
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.099
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.023
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: not in 9.00 It
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 16.01.01B.0614.20
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and CBC.
11
STATE OF
40 01 5A 38 FF 58 8180 BS 7F48 00 98 2E 85 FB
Aral it¢txtntsiNce» mkgsnad am9.maisd t+Y vtash�l Adarta�as
niL.Lk. "71H21 on the dim lhawaal;a'm errng a m4a '
at�^ds sa;tica�er, sttaia.
7imted c" atrthh dfr-czetatisrs not craasidmmd sknad an$ smmtsd
entirat 3avfcntkAU=cadaam�t to w4bd.ataayedectwok
km
11
♦Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 163 168 / 144 / - / 63 15.5
D 32 /6 /30 /- /- /1.5
C 33 /28 /10 /- /- 11.5
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.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 15 -40
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI an7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610,
e. Am v plates to each face of truss and position as shown above and on the Joint- Details. unless noted otherwise. (2efer to
a division of
V51/ I NI 1, or for nar
Res acceptance of
for any structure is
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
TPI: www.tpinstorg; SBCA:
i
Job Number: 136DCS014 I Ply: 1 SEQN: 676032 / T59 / EJAC
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: EJ2A I Wgt: 11.2 Ibs .. / ... 10/13/17
A
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 18.76It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf .
Load Duration: 1.25
MWFRS Parallel Dist: h/2 t
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
-IMPORTANT"" FURNISH THIS
a division of ITW Buildingq Components
conformance with ANSI PI 1, orfor h
this drawing indicates acceptance
ce of this drawing for any structure
12 C
;2X4(Al)
T
M
`i' `O
D
2'
h
- 1'
2'
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct:'NA CAT: NA
PP Deflection in foe Udefi U#
Loc R / U / Rw / Rh / RL / W
B 163 / 68 / 144 /- / 63 15.5
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
D 32 / 6 / 30 ! - / - / 1.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 33 / 28 / 10 I - I - / 1.5
HORZ(TL): 0.001 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.099
D Min Big Width Req = -
TPI Std: 2007
Max BC CSI: 0.023
C Min Big Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
ff
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 16.01.018.0614.20
WAVE
A-B 27 0 B-C 15 -40
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
40 015A 38 EF 53 8180 BB 7F48 00 99 2E 85 FB
r7iis IEsm hisstmnaisclr jx rod and uWad by rAar-0 Mart6sa:,
�E€i't..ttc.r�trsi(c�i�rdaazsMswnat��m�'nsasN�3
ac3henacaffi�s�a9a.
Fzhlt dcgr�xofulsd .is not QmAdmd 14n.6 WA rabd
Zthc ins entcaSicswCen slCcaaritidsas=Vdedfonk
rwax.
LOW ALL NOTES ON THIS DRAWINGI
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
aping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
ty practices prior to performing these functions. Installers shall provide temporarryy
have properly attached structural sheathing and bottom chord shall have a propperly
oral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ition as shown above and on the Joint- Details, unless noted otherwise. Refer to
shall not be responsible for any deviation from this drawing any failure to build the
ipping, installation and bracing of trusses.A seal on this drawing or cover page. .
aonaQ engineering responsibility solely for the design shown. The subility
lonsibilttvofthe Building Designer per ANSi/TPI1 Sec.2.
IJob Number:
Truss Lay dens-2501 ""D"IOL OW /DR Horton /4EHB Hayden-2601 "D" OL O I Qty: 5 8 Ibs I FROM': AH 095 / T18 / JACK I DRW / 10/13/17 I
C
12
6
M
O
to
T
r
CV
CM
2X4(A1)B
—y=3 A
MA
D
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
EXP: C
Des Ld: 37.00
Mean Height: 19.50 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
5'
5'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.007 D - -
HORZ(TL): 0.010 D - -
Code / Misc Criteria
Creep Factor. 1.6 .
Bldg Code: FBC 2014 RES
Max TC CSI: 0.329
TPI Std: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.01B.0614.20
WAVE
No
047102
A
40 015A38 FF 50 81 BO BB 7F48 00 99 2E 95 FB
4f.3s i3ernhua besfx ciec3zanica's'�,sted. taalcd fzy Taal ktartx;
-;£:�L. t�.eaizsz{ cn�etas��sTwe�m ate a,� a slr�a
enr4ara�a-
ftmEgi erylnaftfds dwa n.,t=Hitt rnea &vadsa�,yu:��dsamlc�d
and nut t�,eacdiacowideamak
cr 14L
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 1 123 / 208 / - 1155 / 5.5
D 90 /17 /70 /- /- 11.5
C 119 /115 /58 /- /- /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.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 53 -126
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
[ Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
r ie Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
i ri i, or Tor r
acceptance
any structure
ris drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
e
Job Number: 136DCS014 I Ply: 1 SEQN: 676083 / T11 / JACK
4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW.
Truss label: BJ5L I Wgt: 18.2 Ibs / ... 10/13/17
T
12
6
1)B
A
�— 2'1 5'
5'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 19.25 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 4
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.005 D -
HORZ(TL): 0.008 D -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.419
TPI Sid: 2007
Max BC CSI: 0.172
Rep Factors Used: Yes
Max Web CSI: 0.000
ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW V.er: 16.01.01B.0614.20
40 01 5A 38 FF 58 8180 BB 7F 48 00 99 2E 95 F8
Vfu ltetrIm,bsan alez! aigziad=6=aid by tAmml Martinez,
i*£a. Lk.g4ni2t ca the daft ahawa Abo daSHAa
aa�tsr,Gcaticeesdr.
itdd ccpa=Qfthis dffivir» AarmAot mnl dd and lad
Z €f145xi.Ya'u SasPrsas snseofarn t3mnerSf3ef os dattrar
5'13t;ldz..
C
♦ Maximum Reactions (Ibs)
LOG R I /Rw /Rh /RL /W
B 337 / 181 / 297 / - / 179 15.5
D 87 110 175 1- l - 11.5
C 109 /105 /45 /- /- /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.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 52 0 B-C 49 -122
Maximum Bet 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
qguire extreme care in fabricating, handlin shipping, !ristalling and bracing. Refer to and follow the latest edition of BCSI (Building
( Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
le. AoDTv slates to each face of truss! and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to
a division of ITW BuildinaComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSI PI 1, or for handling shipping, installahon and bracing of trvsses.A seal on this drrawtng or cover page,
this drawing indicates acceptance of, profess€onaT engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 676097 / T19I JACK
4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 5 FROM: AH DRW:
Truss Label: BJ3 Wgt 12.6 Ibs / ... 10/13/17
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: 19.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psi
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.003 D - -
HORZ(TL):-0.003 D - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.183
TPI Sid: 2007
Max BC CSI: 0.075
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.01B.0614.20
STATE OF
40 015A 38 FF 5B 81 .B0 B5 7F 48 00 99 2E 85 FB
rf,h Item ha.bem clednod.ueA :.caiad by M: zotl Martimem
a"ir€r'L,tie. G.SraE2i on no.a 594-1
��ts ent`+cit# sasi�
nbled eapimo*fthi' d Emma m notcsnaxftfwed sl tYt"dantf sealod
and the aeiAq'.a .haatfraA a code mustbaxedfad mazyd"tmnk
act�ns,
1
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 193 /95 /162 /- /101 /5.5
D 51 /8 /42 /- /- /1.5
C 64 /62 /28 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Big Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -110
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
*"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses 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) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted citherwise,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 63, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI1fPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
n
Job Number: 136DCS014 I Ply: 1 SEQN: 6760811 T54 / JACK
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: BJ3L I I Wgt: 14.0 Ibs .. / ... 10/13/17
T
A
12
6
2X4(A1) B
�I 2' T
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefIICSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
TCDL: 7.00
Speed: 160 mph
Pr: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.006 D - -
Des .00
EXP: C
Mean Height: 18.76 ft
HORZ L 0.007 D
)
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.719
Load Duration: 1.25
MWFRS Parallel Dist: D to h12
TPI Std: 2007
Max BC CSI: 0.158
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 16.01.01B.0614.20
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 113012013 by ALSO
Wind
Member design based on both MWFRS and C&C.
40 015438 FF58 81.80 867F4800 99 2E 85 F8
atitltnmRuatxccn akcimzceips�+rsad'.asa9ubalaa toy i.1Asa.�7 MAtttsteA, PE (a. Lk. Gi7183l on a* daffi shown AEA wine astwa
a:�cnctCA�eaxsxxtc.
aM thes A-1 a.,ffimd6tk=ccde ma t tw vsrifat carargdcdmn1 -
rrsiac..
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL 1 W
B 281 / 164 1269 /- 1125 / 5.5
D 48 /19 /54 1- !- /1.5
C 45 145 / 23 /- / - / 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.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens_ Comp.
A-B 52 0 B-C 20 -94
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp_
B-D 0 0
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI ana'SBCA) F saiPety practices pHor 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
id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq ins tied per BCSI sections B3, B7 or BID,
e_ AooTv olates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e.
this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability
e of this yawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number:
Truss Label-26DCS014 Qty: 8 .21bs FROM: 676099 / T20 /JACK / 10/13/17
4EH8 Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: AH DRW:
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
12
6 C
2X4(A1) B
4"3
A
D
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 18.50 ft '
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "'I3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
Ff1RT:20(0)/l 0(0)
Plate Type(s):
WAVE
10
M
O LO
r r
co
r
DeflICSI Criteria
PP Deflection in too Udell U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.000 D -
HORZ(TL): 0.001 D - -
Creep Factor. 1.5
Max TC CSI: 0.171
Max BC CSI: 0.016
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 16.01.01B.061420
40 015A SE FF 58 8180 B87F48 CO 99 2E 115 FB
YA,ttItem Lubeen al:rAaca�:ca dd arzl caWbMam el Mtartkicr,
.PS (a. tic.C471221 am lie Cate ehcwa ate ts^ing a SHAa'3
auftntc =nMd*.
esr�ted sepias mf than do_cx;s��t zam "at cna�$dcand ni Cmd vcalnst
m,e ltir,.e,.r":�s;F av�cnticatima�a Host t,x.wer#f9e9 raa aa3°c9setmrsY.
carylcs.
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL /W
B 150 187 / 146 1- / 49 15.6
D 11 /11 119 /- /- 11.5
C -14 / 29 127 /- / - / 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.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -19
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byV TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
KK.
ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or t
. 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 far standard plate positions.
a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI> fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
. _
this drawing indicates acceptance of professional engmeering responsibility solely for the design shown. The suitbility
re of this "awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
information see this job's general notes page and these web sites: ALPINE: www.alpineftw.com: TPI: www.tpinst.org; SBCA' www.sbcindustry.com; [CC: www.iccsafe.
i
Job Number: 136DCS014 I Ply: 1 SEQN: 676101 / T27 / HIP_
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 3 FROM: AH DRW.
Truss Label: CJ7 I Wgt: 42.0 Ibs .. / ... 10/13/17
6'3" 9110"1
6'3" 3'7"
D
4.24 p —13X4 C
v
� h
fM M
d
2X4(A1)B I
T A ILJ
=5X6FE
1112'X4
15 l 6'1"4 6'1"4 + 93"4 911
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 1199 /- /- /- 17.0
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 1176 /- 10 / 0 11.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 163 /- /- /- 11.5
EXP: C HORZ L 0.009 F - - Wind reactions based on MWFRS
Des Ld: 37.00 Mean Hei ht: 19.99 ft )
9 Code / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.6
Noffit: 2. 0 TCDL: 4.2 psf E Min Br Width Re -
Soffrt: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 g q =
P D Min Brg Width Req =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.308
Re Factors Used: No Max Web CSI: 0.247 Bearing B is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 ft P
Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber:
GCpl: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens_ Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20
Lumber A- B 9 -8 C- D 72 -74
B - C 382 - 638
Value Set: 13B (Effective 61112013)
Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Chords Tens.Comp., Chords Tens. Camp.
Lumber value set "13B" uses design values B - G 578 - 337 F - E 0 0
approved 1/30/2013 by ALSC G - F 570 -339
Loading -t ff Maximum Web Forces Per Ply (Ibs)
Hipjack supports 6-11-8 setback jacks with no webs.e�ee ' Webs Tens.Comp. Webs Tens. Comp.
Wind G - C 181 0 C - F 406 -684
Wind loads and reactions based on MWFRS.'
;.N6 0 4. 7.
STATE QF
40015A38FF503160857F4E00992E95FB
ads rtamhw hem by Fisa 'M marti'mr,
(Fl.. t€c. 0471921 an the d=shown abase-it�ag a VA4
asad� .'ttian¢seta.
?sbtad c0pinoftlis dwi m= me fflotamAiw.g i4pw �d:salad
2MS}seMA'!z"JimtIMUMMccde M=ttm adfa dMangdactmar-
cvpias.
—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, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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 Join f Details, unless noted otherwise. (tefer to
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of pprofessions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is iflte responsibility of the Building Designer per ANSIITPI I Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 6761051 T53 / HIP_ I
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: CJ2 Wgt 12.6 Ibs 1 ... 10/13/17
12 C
4.24 F
T
U')
ih ti
1'S"
Loading Criteria (pso
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: It
EXP: C
Des Ld: 37.00
Mean Height: 18.74 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: 3.00 ft
Loc. from endwall: NA
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 "138" uses design values
approved 1/30/2013 byALSC
Loading
Hipjack supports 1-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
2r9"3
2'9"3
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): -0.000 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.084
TPI Std: 2007
Max BC CSI: 0.013
Rep Factors Used: No
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.01B.0614.20
WAVE
a?
4 9t
4 �
STATE OF
0
40 015A38 FF 56 81 BO BB 717 48 CO 99 2E 85 FB
Thu ltarn'haa and salad by Mari lmwth*z'
not.. Uc. C4710j m 1 the daU shaven abwmt using a S11A4
assthentycatkas sadr-
?rtatad cop&tzarthitd�crrntara not c dtsad ,'jams and walad
and thri °.'� aut?tsnY�aiFers codernest ha vslfiod ratattyelvarank
etas.
♦Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 82 159 /- /- /- 17.0
D 5 1- l8 1- l- /1.5
C 17 /16 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Big Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 B-C 8 -8
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI ang'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary
BCSI., Unless noted oTherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
e. ADDTV Dlates to each face of truss and Dosition as shown above and on the Join?Details. unless noted otherwise. kefer to
a division of
TPI 1; or for h
acceptance
any structure
failure to build the
g or cover page
rn. The suitability
Job Number: 136DCS014 I Ply: 1 SEQN: 688751 / T24 / COMN
4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 2 FROM: JAH DRW.
Truss Label: L01 � Wgt 39.2 Ibs .. / ... 10/13/17
5'2" 10'4"
5'2" 5'2"
12 C=4X6
T 4� T
N =2X4(A1) B I C=2X4(A1) iv
13 5 A I E
F
1112X4
10' _?I
1,
5'2" 5'2"
5'2" 10'4"
1,
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 Udell L/#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.026 F 999 240
B 445 / 279 / 421 / - / 81 14.0
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): -0.029 F 999 180
D 445 / 238 1252 '/ - /- 14.0
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): -0.008 F - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00
HORZ L 0.009 F
(T )=
B Min Br Width Re 1.6
9 q =
NCBCLL: 10.00 Mean Height: 15.00 tt
Code / Misc Criteria Creep Factor. 1.5
D Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: 4.BCDL: 5.0 psf psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.391
Bearings B & D are a rigid surface.
Load Duration: 125 MWFRS Parallel Dist: 0 to V2
TPI Std: 2007 Max BC CSI: 0.235
Spacing: 24.0 " C&C Dist a: 3.00 it
Rep Factors Used: Yes Max Web CSI: 0.089
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 19 0 C - D 1178 -658
Wind Duration: 1.60
WAVE VIEW Ver: 16.02.01 D.0314.13
B - C 1208 -658 D - E 19 0
Lumber
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
B - F 592 -1000 F - D 592 -1000
Webs 2x4 SP #3
Lumber value set "138" uses design values
Maximum Web Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Webs Tens.Comp.
Wind
"
C-F 300 -273
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
�� e
Left bottom chord exposed to wind.
Q.
S
40015A38FF5581BOBB7F4900992E85F6
rkatr ltemiha8}SaLYSC{8 s ,mGd Zadsaaicdby WAAMZOIAs
5?£i.. Lk.04fluzl ao thedsaw a SNAP-1
az�ih er�t�ta.tkaa x�,9c
amtxd ccqnf&ie. dozma at minvot crmfi&=d shoat=d waled
and tivs� ,.auirieDGcatira4a�xlc must Da rmifteana�dsctraaf:'
cs�lea�
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS Df2AWING 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, bVV TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or t 10,
as applicable. Apply plates to each face of trusts 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 Buildingp�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 drrawing 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.
Far more infnnnation see this ines aeneml notes Dane and these web sites: ALPINE: www.alDineitw.com: TPI: www.minstom: SBCA www.sbcindustrv.com: ICC: www.iosafe.ora
Job Number: 136DCS014 Ply: 1 SEQN: 688765 / T28 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: L02 Wgt 49.0 Ibs / ... 10/13/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
3' 7'4" I 10'4"
3' 4'4" 3'
12 =4X4
4 p
C =4X6 D
2X4(
A� r�
IIIZA4
fI
10,
=,3A4
E=2X4(A1)
F
3'1"12 1 3'10"12 1 3'3"8
1' 3'1"12 17'0"8 10'4" 1'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-M setback with 0-2-0 cant
and 1-0-0 overhang. End jacks have 3-0-0 setback
with 0-2-0 cant and 1-0-0 overhang. Right side jacks
have 3-M setback with 0-2-0 cant and 1-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
Left bottom chord exposed to wind.
Snow Criteria (Pg,Pf in PSF)
DefI1CS1 Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pt NA Ce: NA
VERT(LL): 0.026 G 999 240
Lu: NA Cs: NA
VERT(TL): 0.058 G 999 180
Snow Duration: NA
HORZ(LL): 0.008 G - -
HORZ(TL): 0.018 G - -
Code / Mist: Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.241
TPI Sid: 2007
Max BC CSI: 0.260
Rep Factors Used: No
Max Web CSI: 0.059
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s): „
WAVE
VIEW Ver: 16.02.01D.0314.13
No 047182
M
a: r. TAT E OF � �+
•
' a 0 q�gg q fa 'N
� a�'Mnaavia
SERIAL#.
40 015A38 FF 56 81 B0 BB 7F48 00 99 2E 85 FB
IIt is ltcmhasbeen akctruatc-u_}sS�ned and sealed by 7.Laa.A Marttnaa,
nIFt,Lie. 0471221 on date shown above wmg a SH A
as�hentuatirr, cs.�1a,
FantedASnadand:salad
and 04!FA,2 nut ba vtriti-d en avy dedmnk
carlaL.
♦ Maximum Reactions (Ibs)
Loc R / U I Rw / Rh / RL 1 W
B 568 / 278 / - / - / - 14.0
E 568 1278 /- /- /- 14.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = 1.5
Bearings B & E are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 -14 D-E 510 -1120
B-C 509 -1128 E-F 19 -14
C - D 468 -1088
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1052 -470 G - E 1046 -471
H - G 1074 - 469
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 151 0 G-D 156 0
C-G 15 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le. Appgv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
a division of
i el 1, or Tor n
acceptance
any structure
failure to build the
g or cover pa e
in. The sui bility
i
Job Number: 136DCS014
I
Ply: 1
SEQN: 6887631 T31 / EJAC
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Heyder-2601 "D" OL O
Qty: 4
FROM: JAH'
DRW:
Truss Label: EJ3L
Wgt: 12.6 Ibs
/ ... 10/13/17
12
4
C
T
Tto
B
M
ti
A
;,'X4(Al)
Pq
p
FLU
3'
�I1L
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.002 D -
Des Ld: 37.00
EXP: C
HORZ L -0.002 D
)
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.psf
Creep Factor. 1.5
Soffit: 2.00
BCDL: 5.0 psf
g Bld Code: FBC 2014 RES
Max TC CSI: 0.176
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.069
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 16.02.01D.0314.13
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
40 015A38 FF 51581 BO SB 7F 48 00 99.2E 85 FB
tbfxlemm��arse s,a{crsran4 Qa§ ncdzmUcaladbyrta=tatarttncz
K(FL.Lk.CSr:92)msi[heda4cshararzai eMingaSFAA
sctbt entRtaa�an ¢c�.de,
�m8 x�icsaict�s do�r_trecr,trrm a�memsY6dzxad s%nrsS�sds�lcd
ar,6 tkc S'rsi S av2heni:caAimkeerlc nest arc wraith rz� amydectrerx�
wrim
♦ Maximum Reactions (Ibs)
Loc R •/U /Rw /Rh /RL
/W
B 192 / 124 / 192 1- l 57
14.0
D 49 /33 /68 /- /-
/1.5
C 61 /40 131 /- /-
/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.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 19 0 B-C 19 -61
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byV TPI anr7'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 propperly
�l
'Idceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610,
e., AvvTv Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
a division of
for any
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS014 Ply: 1 SEQN: 6887611 T301 JACK
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 4 FROM: JAH DRW.
Truss Label: BJ1L Wgt 11.2 Ibs .. / ... 10/13/17
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 tt
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
A
12
4 F,�
2X4(A1) B
r'i
r
D i
Snow Criteria (Pg,Pf in PSF)
Defl1CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc Udell L/#
Pf. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D -
HORZ(TL): 0.000 D -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.179
TPI Std: 2007
Max BC CSI: 0.019
Rep Factors Used: Yes
Max Web CS 1: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
�-No 047182
e
TAT E OF
40015AMFF5881BOBB7F4900992E&5F0
W4 ilaw,,J Martin",
£t`ai.. lii.Gi7SS2j an titmda4r. haven aCarm u•.�nga 5F 4a
aaa�t�r,�atka, rzr�r.
Pmlwi et d�s'3Lhsti dtx-v�srniamne�tcrmffuvad sii axas1 glad
=6 nfiSPA-1 aa'fdMtrork
cmim
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 140 /121 /155 /- /31 /4.0
D 11 /0 /6 /- /- /1.5
C 0 /22 123 /- !- 11.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 17 0 B-C 22 -8
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses 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 anc�SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrryy
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover pa e_
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 ANSIITPI 1 Sec.2.
Job Number: 136DCS014 I Ply: 1 SEQN: 688759 / T57 / HIP_
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 2 FROM: JAH DRW:
Truss Label: CJ3L I Wgt: 15.4 lbs
2.83 (12
C
N_
Eiiii2
M(M)B ch ti
A I r
O
�--1Y
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BOLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37-00
Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to hi
Spacing: 24.0 " C&C Dist a: 3.00 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Loading
The following trusses need concentrated loads at the
end of their overhangs: 0-0-0 span/setback member
on the 0-1-8 cant side requires 17 Ibs and the 0-0-()
span/setback member on the 0-1-8 cant side requires
17 lbs.
Sub -fascia beam assumptions: 1-0-0 sub -fascia beam
on the 0-1-8 cantilever side. 1-0-0 sub -fascia beam on
the 0-1-8 cantilever side.
Hipjack supports 2-11-8 setback jacks with 0-1-8
cantilever one face; 0-1-8 cantilever opposite face.
Wind
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
Tt{
4'2't3
4t2"3
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefi U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 127 / 78 / - 1- / -
15.7
L. NA Cs: NA
VERT(TL): NA
D 20 /- 110 I - ! -
11.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 51 / 39 /- / - / -
/ 1.5
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code I Misc Criteria
Creep Factor. 1.6
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.136
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.026
C Min Brg Width Req = -
Rep Factors Used: No
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 16.02.01D.0314.13
A-B 14 -9 B-C
12 -10
e
STATE OF
40 015A38:FF 513 S BO BB 7F48 00 99 2E 85 FB
'%UItemh= erc aiezKftat%aiy rid=6 saaiadby Md. 4kkartiw—
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
PEl4c.Y47is2( on the daw shawa aGwa Wng a sK%.l
�ffisctstigks�a
Pc tedc issoitfdm +- .:lava not mmw&ad svwdand=Ind
and tisa.s,HAlacdbent`icaAsaeazede nut twv=M dcn ydatmrtk
casidL
"WARNING" READJAND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) f-oi safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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. k fer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components ,Group Inc :shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listingthis drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structurelis the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 681985 / T25 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW:
Truss Label: FT1 I Wgt: 109.2 Ibs Page 1 of 2 / ... 10/13/17
P_
1,4„ -{
(T'P)
2X4(R)
A B C D E F G H
T 3a
`v
1 3'a
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc, from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longnudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
W=3X4
W=3X4
I J K L M N O P
19'11"8
19,11 "8
=2X4(R)
QR
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.000 P 999 360
T* 109 / - / - /- /-
/ 239
Lu: NA Cs: NA
VERT(TL): 0.000 P 999 240
AK Min Brg Width Req = -
Snow Duration: NA
HORZ(LL): 0.000 R - -
Bearing AK is a rigid surface.
HORZ(TL): 0.001 R - -
Code / Misc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.077
Chords Tens.Comp. Chords
Tens. Comp.
TPI Std: 2007
Max BC CSI: 0.018
A- B 1 0 J- K
1
0
Rep Factors Used: Yes
Max Web CSI: 0.032
B - C 1 0 K - L
1
0
FT/RT:20(0)/10(0)
Mfg Specified Camber:
C- D 1 0 L- M
1
0
Plate Type(s):
D- E 1 0 M- N
1
0
WAVE
VIEW Ver: 16.01.01 B.0614.19
E-F 1 0 N-O
1
0
F -G 1 0 O-P
1
0
G-H 1 0 P-Q
1
0
H-I 1 0 Q-R
1
0
1-J 1 0
No 047182
' m 9
Ned
a
q
t,STATE OFJ
m
ppyy�
�� ,+,�+ss #eq Y�11,ggS�MaalyW
El
40 01 SA 38 FF 5B 81 B0 8B 7F 48 00 99 2E 95 FB
Tf<.ir Itemhes btcae dlcdrrV effirl Aped No scaled by M.asr:c1 m2rdw,
F£ (A.. Lk. 04TU21 on the data shown aboma tying a six-1
aut3idndc+as�scadm
Pscstad copi" of thL doccarcrtwe not ecresldwnd stinad and sealed
and tree VA-1 zukh.btkalkncode neat ImwAf&d on aayadectmnk
C.rAm
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AK-AJ
0
-1
AB -AA
0
-1
AJ-AI
0
-1
AA-Z
0
-1
AI-AH
0
-1
Z-Y
0
-1
AH-AG
0
-1
Y-X
0
-1
AG-AF
0
-1
X - W
0
-1
AF-AE
0
-1
W-V
0
-1
AE-AD
0
-1
V-U
0
-1
AD -AC
0
-1
U -T
0
-1
AC -AB
0
-1
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
AL -AM 0 -2 R - T 0 -4
A -AK 0 -5 T-S 0 -7
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp, Gables Tens. Comp.
B -AJ
0 -107
J -AA
0
-133
C-AI
0 -139
L-Z
0
-133
D-AH
0 -132
M-Y
0
-133
E -AG
0 -134
N- X
0
-134
F-AF
0 -133
O-W
0
-132
G -AE
0 -133
P- V
0
-139
H -AC
0 -133
Q- U
0
-107
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVV TPI and'SBCA) fsafely practices pnor to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinc-Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of protessionaI engineering responsibility solely for the design shown. The su"rtability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more Information see this'otft general notes page and these web sties: ALPINE: www.al inedw.com: TPI: www. into • SBCA: www.sbdndu .corn; ICC: www.iccsafe.or
[Job Number: I 4EHB Hayden-2601 "D"OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I y: 142.8 Ibs I FROM: DJH45 ! T43 / SY42 I DRW:/ 10/13/17
Truss Label: FT2 Wat
9i�"12
7'3"8 9'3"8 4 19'11"8
7'3"8 2' 10'5"12
I FZ -Lt-17112L� 1�"I � "1+_3 1 i f'
1112X4
2X4(R)
A B
AD
AE'
1 38
AB
Loading Criteria (psi) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA it
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP Al
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 4X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
1112X6 =5X6 =-2X4(R)
1112X4 1116XB(R) W=3X4 =3X4 1112X4 1112X4
C D E F G H I J K L M N O PO
AA 5X8Y V T S
1115X6(R) =5X8 =4X4
W=3X4
19,11"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.379 H 616 360
AC 1084 / - l - 1- 1-
17.5
Lu: NA Cs: NA
VERT(TL): 0.593 H 393 240
R 1085 / - / - /- / -
14.0
Snow Duration: NA
HORZ(LL): 0.049 R - -
AC Min Brg Width Req = 1.5
HORZ(TL): 0.076 R
R Min Brg Width Req = 1.3
Code / Misc Criteria
Creep Factor. 1.5
Bearings AC & R are a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.535
Bearing AC requires a seat plate.
TPI Std: 2007
Max BC CSI: 0.712
Rep Factors Used: Yes
Max Web CSI: 0.658
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:12(0)110(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A- B 1 0 1-1
0 -4604
WAVE
VIEW Ver:16.02.01D.0314.13
B-C 0-1891 J-K
0 0
C- D 0 -3329 J- L
0 -4086
D- F 0- 3329 L- M
0- 3305
E-F 0 0 M-N
0 -3305
F-G 0 -4618 N-O
0 -1896
G-H 0-4624 O-P
1 0
H -1 0 -4612
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
MAPJZ�Z
�*vo AC -AB 1059 0 W - V 4392 0
nN 4 / 0 AB- Z 2708 0 V- U 0 0
*� AA- Z 0 0 V- T 3809 D
go Z- Y 4034 0 T- S 2700 0
No 047182 Y-X 4035 0 S-R 1061 0
X - W 4624 0
* Maximum Web Forces Per Ply (Ibs)
'�,•f Webs Tens.Comp. Webs Tens. Comp.
S TAT S OF
AD-AE 0 3 W- J 621 66
�° 40 A -AC 0 -41 J-V 0 -425
`*v '.. 0',. % �"` AC- B 0 -1474 V - L 386 0
} 11 AB-C 0 -1136 M T 0 -79
C- Z 844 0 T- N 822 0
SEPALt 40 01 5A 38 FF 56 81 BO BB 7F 48 00 99 2E 95 FB D-Z 0 9 N-S -111
Z-F 0 -959 S-O 1161 0
0
*J0temhubcesbyFUmolmarttnas. F-X 1381 0 O-R 0 -1477
F£ (F1. IPC. CSTifl2.l as Ibe da'Cclmwn abags v-anQ a SH�.L
tlsenGcatkascfr. X- G 0 -918 P- R 0 -40
H-W 0 -326 R-Q 0 -7
tamtod cepkzss92ts docsxraxrsavm aat cixuioerad stdn� and zrslod
and 11w F-WX au6mtu 1imcade mwt be vedfrd osaapdedroolz
caries.
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oilherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown,for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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. (tefer 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 ANSI TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIrTPi 1 Sec.2.
For more information see this Iob's general notes cane and these web sites, ALPINE: www.alolnMw mm, TPI- vnvw_tninst om, SBCA ww %Mhdustrv.mm• IM www io—fe nm
Job Number: 136DCS014 Ply: 1 SEQN: 676129 / T32 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB HaydeIn-2601 "D" OL O Qty: 11 FROM: DJH DRW:
Truss Label: FT3 Wgt 98.0 Ibs / ... 10/13/17
1— 7'3"8 } 9-3"8 } 15'11"8 _I
7'3"8 2' 6'8"
1'3""�{ 1'10"12�
�— 2'6" `1 1'3 12'{ 1 i "� �_ 2,6„ 1,3"
=4X6
A B
T :Ea: =2X4(R)T
=2X4(R)
ya
S
=4X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BOLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc. from endwall: NA
- I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
"'WARNING— REAI
-IMPORTANT** FURNISH THIS
a division of ITW BuildinccL�Components
conformance with ANSI/TPI 1, or far h
this drawing indicates acceptance
;e of this thawing for any structure
=4X4 1113X4(R) 1113X4(R) =4X4 =4X6
C D E F G H I J.
X6 =3CX6 1113X4(R) 1113X4(R) = X4 = X6
K
L
=4X6
15"11"8
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
Pt NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 / - ! - / - 17.5
Lu: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878
Snow Duration: NA HORZ(LL): 0.031 B - - S Min Brg Width Req = 1.5
HORZ(TL): 0.051 B - - L Min Big Width Req = -
Code / Misc Criteria Creep Factor. 1.5 Bearing S is a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Bearing S requires a seat plate.
TPI Std: 2007 Max BC CSI: 0.679
Rep Factors Used: Yes Max Web CSI: 0.404 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_
Plate Type(s): A- B 1 0 F- G 0 -2675
WAVE VIEW Ver: 16.01.016.0614.20 B - C 0 -1441 G - H 0 -2664
C- D 0 -2393 H- I 0 -2356
D- E 0 -2393 I- J 0 -1442
E-F 0-2670 J-K 3 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
S- R 834 0 O- N 2527 0
plil st, R- Q M21 0 N- M 2022 0
�� Q- P 2625 0 M- L 831 0
P-O 2675 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Com _
47 82 p p
T-U 0 -3 G-O 0 -354
+ A-S 0 -41 O-H 552 -47
s' S-B 0-1161 H-N 0 -391
B- R 844 0 N- I 464 0
E OF p,_�y R-C 0 -807 1-M 0 -808
C- Q 506 0 M- J 849 0
*��ay D-Q 0 -9B J -L 0 -1160
ems" Q-E 0 -393 L-K 0 -15
E-P 420 -162 K-L 0 -45
-r�,m aatl P-F 71 -299
zr_ W-31
40 01 5A 38 FF 56 8180 BB 7F49 00 99 2E 85 FB
*,U Item hu betty ehdtanitca.'+/s4gnet' zMvwmd by M IMatttaier,
pt. tLc.raraez( en tbadsaa Shaw" abom Wna a sxt .l
ac°thenttsa.tkaa raxdrt.
Printed cc+p�aoltKt docermaxt aro not amddasad iii;ntdand =Ind
and tho F,-og1 avihenesaf: mde nwk btstdfecd mugdedroNc
asplax.
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ty practices pnor to performing these functions. Installers shall provide temporarryy
have properly attached structural sheathingp and bottom chord shall have a propperly
ral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610,
tion as shown above and on the Join f Details, unless noted otherwise. kefer to
shall not be responsible for any deviation from this drawin any failure to build the
Aping, installation and bracing of trusses.A seal on this drrawing or cover page_ .
tonal engineering responsibility solely_for the design shown. The suitability
SBCA:
Job Number: 136DCS014 Ply: 1 SEQN: 681991 / T44 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 3 FROM: DJH DRW:
Truss Label: FT4 Wgt: 105.0 Ibs .. / ... 10/13/17
7'3"8 9'3"8 9112 16'2"10
f 7'3"8 I 2' 4 6'8"14
�— 1'3" —{
r�
1_1'3"12 + 1'3"12 I
L2,1_=_i f -1'3"
1112X4 1112X4
1112X4 =4X4 1112X4 1113X4(R) W=3X4 =4X4 1112X4
A B C D E F G H I J K L
T =2X4(R) W76 M 2X4(R)
2X4(R)X
V U T S R Q P O N
=4X =3X6 1113X4(R) 1114X4 =3X6
W=H0308
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category. NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psi
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
Plating Notes
All plates are 4X6 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square out except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
16'2"10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.185 F 999 360
V 878 / - / - 1- ! -
/ 7.5
Lu: NA Cs: NA
VERT(TL): 0.307 F 613 240
N 880 / - / - /- / -
13.1
Snow Duration: NA
HORZ(LL): 0.032 B - -
V Min Brg Width Req = 1.5
HORZ(TL): 0.056 B - -
Creep Factor. 1.5
N Min Brg Width Req = 1.3
Bearings V & N are a rigid surface.
Code / Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.582
Bearing V requires a seat plate.
TPI Std: 2007
Max BC CSI: 0.743
Rep Factors Used: Yes
Max Web CSI: 0.413
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A- B 1 0 G- H
0 -2444
WAVE, HS
VIEW Ver: 16.01.01 B.0614.19
B - C 0 -1471 H -1
C- D 0- 2454 I- J
0 -2444
0- 2444
D- E 0 -2454 J- K
0 -1472
E- F 0- 2759 K- L
1 0
F - G 0 -2766
No 047182»� �r
w �
jr
a
e ` STATE
OF
Vt
*44
40 01 5A 38 FF 58 8180 BB 7F48 00 99 2E 85 FB
rhu Itam IV" boom, cleaz kaziy%Jmad adsaalad by Luauzl Kdarttnas,
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
V- U 849 0 R- Q 2766 0 I
U- T 2066 0 Q- P 2764 0
T- S 2702 0 P- O 2065 0
S- R 2702 0 O- N 849 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
W-X
0 -3
Q-G
144
-71
A-V
0 -41
G-P
0
-648
V-B
0-1181
I-P
95
-136
B-U
B65 0
P-J
516
0
U- C
0- 827
J- O
0
- 825
C- T
528 0
O- K
866
0
D-T
0 -98
K-N
0
-1182
T-E
0 -420
L-N
0
-40
E-R
459 -162
N-M
0
-7
R - F
56 - 322
PE (a. lie.047IS21 om the date shown above Wng a WWI,
=thent3tawnw-le_
rtmtad capfts at this doc=wt= mat c W3 —d ogned and ssand
and the SF%.l authandotien cads ms t UararlfY_d m awcictrmk
bias.
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o7herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins latted per BCSI secbons 63, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1, or for handliA shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of pro essiona engmeering 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 I Sec.2.
For more information see this lob's general notes page and these web sties: ALPINE: www.alpineitw.com: TPI: www.tpinst.org: SBCA www.sbcindustry.com; [CC: www.iccsafe.org
Job Number:
4EHB Label:yden-26 1 "D 1OL OW /DR Horton /4EHB Hayd -2601 "D" OL 0- 136DCS04 Ply:I Wgt 11 Ibs I FROM: DJH 61 / T34 / SY42 I DRW / 10/13/17 I
Trus
Loading Criteria (psf)
Wind Criteria
TCLL: 40.00
Wind Std: NA
TCDL: 10.00
Speed: NA mph
BCLL: 0.00
Enclosure: NA
BCDL: 5.00
Category. NA
EXP: NA
Des Ld: 55.00
Mean Height: NA It
NCBCLL: 10.00
TCDL: NA psf
Soffit 0.00
BCDL: NA psf
Load Duration: 1.00
MWFRS Parallel Dist: NA
Spacing: 24.0 "
C&C Dist a: NA R
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord
r
1'2"12
�L { i-- 1712
=33X8 =3gX4 =3CX8
=3X10
3'8"8
Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs)
Po: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.002 B 999 360
E
199 / - / - /- / -
Lu: NA Cs: NA
VERT(TL): 0.003 B 999 240
D
209 / - / --
Snow Duration: NA
HORZ(LL): 0.000 D - -
E
Min Brg Width Req = -
HORZ(TL): 0.001 D - -
D
Min Brg Width Req = 1.3
Code / Misc Criteria
Creep Factor. 1.5
Bearing D is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.064
/-
14.0
TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 -19 B - C 0 -11
Plate Type(s):
WAVE VIEW Ver: 16.01.01B.0614.20 1 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 108 0
40 01 5A 38 FF 50 81 B0 BB 7F 48 00 99 2E 95 FB
Mfg itembas am9 scaled by mass, lmartln",
2£(R, tie.C4xttRl an IhmdaSc shawnabayat using a SKA 1.
atstltassC�Ga8k8YLa.Mrt.
pt ucd ecpux of th& docu=rA me not ccn%1&=d skrmiand scaled
and the-VAt awhen6mtfficnecde rnwt ba wdf ad ms myelmloniz
Mclm..
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
E-A 0 -64 B-D 0 -124
E-A 0 -21 D-C 0 -36
E-B 0 -112 C-D 0 -63
A-E 0 -34 C-D 0 -21
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**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
f Safety Information, by TPI and SBCA) f-oi safety practices prior to performing these furthers. Installers shall provide temporary
r BCSI.. Unless noted o�herwise,top;chord shall have properly attached structural sheathing and bottom chord shall have a properly
qqid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
le. APP1v Plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to
of
failure to build the
g or cover page
in. The suitability
any
Job Number: 136DCS014 Ply: 1 SEQN: 622563 / T42 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW:
Truss Label: FT6 Wgt: 30.8 Ibs / ... 10/13/17
1'3"12 � F3'A
F3'� 10� "12
1112AX4 = 3gX4 III C 4
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP 91
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac=1.00I Plate Dur.Fac =1.00)
TC- From 50 plf at 0.00 to 50 plf at 2.58
BC- From 5 plf at 0.00 to 5 plf at 2.71
TC- 200 lb Conc. Load at 0.40
TC- 878 lb Conc. Load at 2.02
Hangers I Ties
(J) Hanger Support Required, by others
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
D
=3X4
2'8"8
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.005 B 999 360
Lu: NA Cs: NA
VERT(TL): 0.007 B 999 240
Snow Duration: NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.001 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.946
TPI Std: 2007
Max BC CSI: 0.124
Rep Factors Used: Yes
Max Web CSI: 0.104
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Plate Type(s): ., ,
WAVE
VIEW Ver: 16.01.01B.0614.20
V3
SERIAL.
40015A38FF5881BOBB7F4800992i_85FB
Thit Itamhssbeetekctrastca }s$Snad aas9. 1.d by Maa lMartins,
F£ (FL. Uc.04r1221 era the date shaven alw a Wbi; a SHAH
auffit arttkat�ts task.
Prmtad ctt�a zci'tfvxdwaxssyst atanot u�u3 ed sajudandz lad
and th�a:.r;R.�2 asdfiantkatmsufe rnsat d» marNdtts ag1' e9atrardt
mplos.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
F 435 /- /- /- /- /-
D 785 1- l- l- I- /6.0
F Min Brg Width Req = -
D Min Brg Width Req = 1.5
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 1 0 B-C 1 0
Maximum Bet Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
F-E 266 0 E-D 266 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-F 0 -179 B-D 0 -447
F-B 0 -363 D-C 0 -10
B-E 38 -19 C-D 0 -406
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and fallow the latest edition of BCSI (Building
Safety. Information, bV TPI anr7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrrYy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pror efly
jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply plates to each faceof truss and position as shown above and on the JointDetails, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS014 I Ply: 1 SEQN: 681989 / T33 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW.
Truss Label: FT7 I Wgt: 145.6 Ibs .. / ... 10/13/17
7'3"8
7'3"8 7-4
LF 12"12 -3"�
1112X4
AE A(R) = B
_F6
3°s°s
a =2X4(R)
AF
1 3'8
AC
AD =5X6
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BOLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 4x2 SP 41
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac =1.00 I Plate Dur.Fac =1.00)
TC-From 100 plf at 0.00 to 100 pff at 19. f
BC- From 1 D pff at 0.00 to 10 plf at 19J
TC- 435 lb Cone. Load at 15.98
Plating Notes
All plates are 4X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.45" DL: 0.25". See detal
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
W b t t dbl d I
1112X6
1112X4 1116XB(R)
C D E F G
AB AA Z 1114X10 R
=5X8 ( )
W=3X6
9-3"8 15'11 "12
2' 6'8"4
19'11"8
3'11"12
N
13„9--{ 1p"92 j-- 1'6" -+ — 2'S 12 — i
W=3X4 =2X4(R)
1112X6 =3X4 1112X4 =5X10 =5X8 1112X4
H 1 J K L M N O PQ
A vv v U T S
=4X4 1114X4 =5X8
19'11"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl L/#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.453 H 515 360
AD 1165 /- I - I - l- 17.5
Lu: NA Cs: NA
VERT(TL): 0.708 H 329 240
R 1440 / - / - ! - / - / 4.0
Snow Duration: NA
HORZ(LL): 0.058 R - -
AD Min Big Width Req = 1.5
HORZ(fL): 0.091 R - -
R Min Brg Width Req = 1.3
Code / Misc Criteria
Creep Factor. 1.5
Bearings AD & R are a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.769
Bearing AD requires a seat plate.
TPI Std: 2007
Max BC CSI: 0.967
Rep Factors Used: Yes
Max Web CSI: 0.785
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
A- B 1 0 1-1 0 -5184
WAVE
VIEW Ver: 16.01.01B.0614.19
B- C 0 -2057 J- K 0 0
C- D
0- 3666
J- L
0- 4901
D- F
0 -3666
L- M
0 -4317
E-F
0 0
M-N
0 -4317
F-G
0-5211
N-O
0 -2618
G-H
0-5217
O-P
1 0
H - I
0 - 5209
Maximum Sot Chord Forces Per
Chords Tens.Comp. Chords
Ply (Ibs)
Tens. Comp_
$ .
�,��y;eemeiarma,a �
AD -AC
AC -AA
1142 .0
2957 0
X-W
W- V
5116 0
0 0
x
0 0
W- U
4715 0
AB -AA
4
AA- Z
4503 0
U- T
3751 0
0
Z- Y
4503 0
T- S
3751
w
Y-X
5217 0
S-R
1434 0
low
*
Maximum Web Forces
Per Ply (Ibs)
STATE OF
Webs
Tens.Comp.
Webs
Tens. Comp.
, ��
°
AE-AF
0 - 3
J- W
0 -298
� *e
A -AD
0 -42
W- L
259 0
:�.�
t?
AD-B
B -AC
0 -1589
1273 0
L-U
M- U
0 -540
0 -75
AC-C
0 -1252
U-N
727 0
C -AA
963 0
N - T
22 -4
D -AA
0 - 79
N- S
0 -1589
e s are square cu excep iagona s or as 40 01 bA 38 FF 56 8180 BB 7F48 00 99 2E 85 FB
otherwise shown.
AA- F
0 -1138
S- O
1648 0
Truss must be installed as shown with to chord muitgmwa bomele aad =zladby FAaouzi mar Dw.
P P• erlrl. tie. t71.1 sit2� 6..dwwft L•n>mW'IngaVaTa
F - Y
1536 0
O - R
0 -1995
zs-eiercd.nc
Y- G
0 -10D6
P- R
0 - 34
I
H-X
0 -137
R-Q
0 -7
rated crpinafthh% d,x xe==nat=wl&—d s4p ri=gmlad
X-J
147 0
anc the titiliicntwAim36s is n"kt Am dfi_fm=fdcttwk
rncias.
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarry�
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or610,
as applicable. Apply plates to each face. of truss' and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildint�Components Gfoup inc..shalI not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI fPI 1, or for handling shipping, installation and bracing of tntsses.A seat on this drawing or cover page,
listing this drawing indicates acceptance of profession. engineering responsibility solely for the design shown. The suitability
and use of this giawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
Job Number: 136DCS014
4EHB Hayden-2601 "D" OIL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Truss Label: FT8
1�'� 1 ,4"
(NP)
A
T s =2x4(
=2M(R)
3 A
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l38" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Ply: 1 SEQN: 6816811 T47 I SY42
Qty: 1 FROM: DJH DRW:
Wgt 86.8 Ibs .. / ... 10/13/17
B C D' E F G H I J K L M
N
15,8"
15'11"8
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in Ioc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.001 A 999 360
N- 110 / - 1- / - ! -
1188
Lu: NA Cs: NA
VERT(TL): 0.001 A 999 240
Z Min Big Width Req = -
Snow Duration: NA
HORZ(LL): -0.001 A - -
Bearing Z is a rigid surface.
HORZ(TL): -0.001 A
Code / Misc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.079
Chords Tens.Comp. Chords
Tens. Comp.
TPI Std: 2007
Max BC CSI: 0.032
A- B 1 0 G- H
1
0
Rep Factors Used: Yes
Max Web CSI: 0.031
B - C 1 0 H - 1
1
0
FT/RT:20(0)/10(0)
Mfg Specified Camber:
C- D 1 0 1-1
1
0
Plate Type(s): •
D- E 1 0 J- K
1
0
WAVE
VIEW Ver: 16.01,01B.0614.19
E- F 1 0 K- L
1
0
F-G 1 0 L-M
1
0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
Z-Y
0
-2
T-S
0
-1
Y-X
0
-1
S-R
0
-1
X-W
0
-1
R-Q
0
-1
W-V
0
-1
Q-P
0
-1
V-U
0
-1
P-O
0
-1
U-T
0
-1
O-N
0
-1
'VIC415k,
Maximum Web Forces Per Ply (Ibs)
V .
No
Webs
Tens.Comp.
Webs
Tens. Comp.
.
eZ
AA -AB
0 -2
N-M
0
-8
A-Z
0 -43
M-N
0
-49
� r
W
to STATE F
Maximum Gable Forces Per Ply (Ibs)
Gables
Tens.Comp.
Gables
Tens.
Comp.
B- Y
0 -141
H- S
0
-133
#
C-X
0 -132
I-R
0
-133
D
4
3
y
E -V
0 -13
K-P
0
-13
F-U
0 -133
L-O
0
-133
G-T
0 -133
40 015A38 FF5B 8180 BB 7F 48 00 99 2E &5 FB
rf'i;Itrmhas cCaelaztYr ysdyvadats9=afrdbyrAa Imarww,
"S K. tk.047IS21 W the dile Shown abon mang a SHA i
ard5en�catt+�azada
curd 4
n9im10rtH-_ dir_uaasream spat C=wi-sd si c=d glad
and r cap M_-J caracV&Xtroniz
CWIi L.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anc7'SBCA) t0F safety 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 propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinctComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIfPI 1, or for handl!ngf shipping, installation and bracing of Vusses.Aseal 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 gnawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this iob's general notes Daoe and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.mm: IM www.ir fe.oro
Job Number: 136DCS014
4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13
Truss Label: FT9
5'2"4
5'2"4
1'3"'{
2'6"
�F1„8 i
1112X4 1112X4
A B C D
Ply: 1 SEQN: 622524 / T40 / SY42
"D" OL O City: 1 FROM: DJH DRW:
Wgt:114.8lbs / ... 10/13/17
7' "8 16'8"
4 9'3"8
I,— 2'5"12 —� 3 1___+L� , ---I - 2,6„ _+1,3"
W=3X4
=3X6 =3X4 1112X4 =4X4
E F G H I J
1i i♦ %c ii��— — is ii
�I ....
NO --- ;ii,
... .`. mt
W V U T O=o^v rc W r- O N M
=5X6 W=3X4 I =4X4 -3X6 =4X4
16'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.271 R 715 360 W 917 / - / - / - / - / -
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 / - / - / - / - 17.5
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = -
EXP: NA HORZ L 0.043 M - - M Min B Width Re 1.5
Des CLLd: 10.00 Mean Height: NA ft �) q
9 Code l Misc Criteria CreepFactor. 1.5 Bearing M is a rigid surface.
Noffit: 0. 00 TCDL: NA psf Bearing M requires a seat late.
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 9 q p
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.856
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.465 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 -2917
Wind Duration: NA WAVE VIEW Ver: 16.01.0113.0614.20 B - C 0 -1503 G - H 0 -2543
Lumber C- D 0 -2861 H -1 0 -2543
D- E 0 -2878 I- J 0 -1523
Value Set: 13B (Effective 611/2013) E- F 0 -2917 J- K 1 0
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP fi3 Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC W - U 870 0 R - Q 2884 0
V- U 0 0 Q- P 0 0
Plating Notes U- T 2267 0 Q- O 2885 0
All plates are 4X6 except as noted. '$te�e";r r
T-S 2263 0 O-N 2141 0
S- R 2878 0 N- M 874 0
Deflection
Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail Maximum Web Forces Per Ply (Ibs)
DEFLCAM81014far camber recommendations. Webs Tens.Comp. Webs Tens. Comp.
Additional Notes A- W 0 -58 G- O 0 465
+ 2x6 continuous strongback. See detail W - B 0 -1214 H - O 0 41
STRBRIBR1014 for bracing and bridging B - U 881 0 0-1 547 0
recommendations. U- C 0 -1056 I- N 0 -859
Webs are square cut except dbi diagonals or as a C - S 976 0 N - J 902 0
otherwise shown.a, S- D 0 -348 J- M 0 -1217
io
Truss must be installed as shown with top chord up�
0�:�� * R - E 67 -270 K - M 0 -42
s... L X 0 -3
Q-G 220 -55
40 015A:38 FF 56 81808E 7F48 0099 2E 85 FB
3ht[truniitus i;:rcefsekCtzs.�s3ra.�"yxiyvccd 2�afed 6y ilaa�zl Mnrt§rxaz.
tie.047.1mian t%a daSesMwa ahm .a nga s3?$i
tenckaalowdo.
ftbud ceptnaxf lik dnc,rrz-A—notc wiffmod daAd=lcd
sra6 t�C »acFd+entkaii ieede n,ar:Su rgrSfbci an dcctwnk
cxaylcs:
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating handlin sh! ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) foi sa ety practices prior to performing these functions. Installers shall provide tempora
bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, B7 or 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components Grl up Inc., shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of I rofessional engineeringg responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is )Phe responsibility of the 6utiding Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DC8014
Ply: 1
SEQN: 676131 / T45 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601
"D" OL O
Qty: 1
FROM: DJH
DRW:
Truss Label: FT10
Wgt 42.0 Ibs
/ ... 10/13/17
6"
1'2"4
�--- --� �—{
6"
{ f— f —. 1 r2n4
=3X6 =3X6 =3X6
A B C
F E D
=3X8 1112X4 =3X8
34"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Std: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
F 591 / - / - / - / - / -
TCDL: 10.00
Speed: NA mph
Pt NA Ce: NA
VERT(LL): 0.012 B 999 360
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.019 B 999 240
D 697 / - / - / --
BCDL: 5.00
Category. NA
Snow Duration: NA
HORZ(LL): 0.002 D - -
F Min Big Width Req = -
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.003 D - -
D Min Big Width Req = -
Code ! Misc Criteria
NCBCLL: 10.00
Mean Height: NA ft
TCDL: NA psf
CreepFactor. 1.5
Soffit 0.00
BCDL: NA psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.563
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Std: 2007
Max BC CSI: 0.218
Chords Tens.Comp. Chords Tens. Comp.
A - B 0 -4 B - C 0 -31
Spacing: 24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes
Max Web CSI: 0.182
Loc. from endwall: NA
FT/RT:12(0)/10(0)
Mfg Specified Camber:
I: NA GCpi: NA
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: NA
WAVE
VIEW Ver: 16.01.018.0614.20
Chords Tens.Comp. Chords Tens. Comp.
Lumber
F- E 595 0 E- D 595 0
Value Set: 13B (Effective 6/1/2013)
Top, chord 4x2 SP #1
Maximum Web Forces Per Ply (Ibs)
Bot chord 4x2 SP #1
Webs Tens.Comp. Webs Tens. Comp.
Webs 4x2 SP #3
Lumber value set "13B" uses design values
A - F 0 -28 B - D 0 -736
approved 1/30/2013 by ALSC
F - A 0 -48 C - D 0 -179
F-B 0 -771 D-C 0 -28
Special Loads
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)&
No 0A, B - E 50 -12
TC- From 100 plf at 0.00 to 100 plf at 3.38
+ q4*e
BC- From 10 pif at 0.00 to 10 pif at 3.36
TC- 917 Ib Conc. Load at 1.85,
- *.
Hangers !Ties
s , �
w
(J) Hanger Support Required, by others.
Additional Notes
m* '° 2
Webs are square cut except dbl diagonals or as
�� ST OF F
otherwise shown.
g*w
Truss must be installed as shown with top chord up.
t# 33�y�Y►
ON
A
3ER1A(, #.'
40 015A 38 FF 56 8180 BB 7F 48 00 99 2E85 FB
'
Thisttcmicas eetackareusirs js nedm9aaled fX42.aclMarttnaz,
.. (FL. Uc. t"71911 an tha ciao? shrnns ab�m L-_Ma a 51+A-1
=IhanwtlmwdL
tad copiesedtfvs do=tsat we not crosl&nd signet` and scaled
and dse . xAcnGration code nwt be vMf dsn acry dWrants
copies.
**WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingA shipping,
installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr3'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall have a propperly
properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drawings l60A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of 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 ANSIrrPI 1 Sec.2.
For more information see this'oUs eneral notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbdndu .com; IM www.iocsafe.org
Job Number: 136DCS014 Ply. 1 SEQN: 681686 / T46 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OIL O Qty: 1 FROM: DJH DRW:
Truss Label: FT11 1 1 Wat: 151.2 Ibs I I ... / ... 10/13/17
1'8"4 1
7'1"12
9-1"12 18'78
1'8"4 1
5'5"8
2' 9'5"12
1f'—'� 2-6" _ 1-4"
I'- 2'5'12 ,'3"12„� 1-3"1 - 2-6" �
IW=3X4
=2X4(R)
1112X4 =5X10
=5X6'
=4X10 -5X6 1112X4
1112X4
A B C
D E I F G H I J K L
M N
O
s
<r
i
4(R)
B
38
�
AA Z
Y X W V U T S R
I
Q
=5X8 =4X10
=5X6 =5X8 W=H0308
=4X6(")
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP 93
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)
TC- From 100 plf at 0.00 to 100 pff at 18.5
BC- From 10 plf at 0.00 to 10 p1f at 18.5
TC- 591 lb Conc. Load at 1.81
Plating Notes
All plates are 4X6 except as noted.
(••) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Deflection
Max JT VERT DEFL: LL: 0.31" DL: 0.17". See detai
DEFLCAMB1014 for camber recommendations.
18'7"8
Snow Criteria (Pg,Pt in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in- loc Udeti U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - 1- 1- 1- l 4.0
Lu: NA Cs: NA VERT(TL): 0.480 V 453 240 p 1061 / - 1- /- ! - 17.5
Snow Duration: NA HORZ(LL): 0.046 P - - AA Min Brg Width Req = 1.3
HORZ(TL): 0.071 P - - P Min Brg Width Req = 1.5
Code 1 Misc Criteria Creep Factor. 1.5 Bearings AA & P are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.493 Bearing P requires a seat plate.
TPI Std: 2007 Max BC CSI: 0.769
Rep Factors Used: Yes Max Web CSI: 0.538 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A- B 3 0 H -1 0 -4028
WAVE,HS VIEW Ver: 16.01.01 B.0614.19 B-C 0-1769 I-J 0 0
C- E 0- 3179 I- K 0- 3209
D-E 0 0 K-L 0 -3209
E-F 0-4501 L-M 0 -1849
F-G 0-4518 M-N 1 0
G - H 0 - 4025
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp,
AA- Z 1686 0 U- T 0 0
Wpi If
vr� Z-X 2664 0 U-S 3705 0
Y- X 0 0 S- R 3705 0
• &� X- W 3786 0 R- Q 2632 0
W-V 4518 0 Q-P 1038 0
r*
� 'sr` V-U 4514 0
yo ► �, Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
d A -AA 0 -67 U-1 445 0
w AA- B 0 -2248 1- R 0 -675
B-Z 805 0 K-R 0 -58
' Oilx Z-C 0-1192 R-L 785 0
. A &&
On
C_X
88
X_ E 710 -841 Q M 1129 -10 0
Additional Notes # E-W 954 0 M-P 0 -1444
+ 2x6 continuous strongback. See detail MAC. W - F 0 -445 N - P 0 -42
STRBRIBR1014 for bracing and bridging 40 015A38 FF 5B 91 BO BB 7F48 00 99 2E 95 FB V - G 92 0 O -AB 1 -3
recommendations. TI-AItat'n1=r +saatadbyrna: lmarr z G-U 0 -638
�(�t. t€s.reste2.lontA��at¢srtawnaEsrsnta�ngasx�i
Webs are square cut except dbl diagonals or aschcnaxussu9r.
otherwise shown.
Truss must be installed as shown with top chord up. 'tr't" at dom` A W®°°r �sd 2"d=1ad
and'the mio 3_4harSxati�ezcdc mmtb, vrAtiimd m a Vdc tmrk
Diaz
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, byY TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigpid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as aDolicable. ADDTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to
a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page,
this drawing indicates acceptape ofl pro essiona engineering responsibility solely for the design shown. The suit bility
ce of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 622572 / T41 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: DJH DRW:
Truss Label: FT12 Wgt: 145.6 Ibs .. / ... 10/13/17
7'11"4
7'11"4
1112X4
2X4(R) =4X6 1112X4 =6X8 1112X6
_—A B C D E F G
9'11"4 + 2178 _1
2' 11'4"4
2'1"4
=4X4
1114X6(R) =4X6 W=3X4 1112X4 =4X6 1112X4
H I J K L M N O P
== 1
AC =5X8 1115X6(R) 111ZX6 1N=Hu3u8(I) =4X1u
4X6 =3X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BOLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.- EXP: NA
Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 5X6 except as noted.
(1) - plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance, and/or zero Positioning Tolerance.
Deflection
Max JT VERT DEFL: LL: 0.45" DL: 0.30". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
21'3"8
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): 0.450 X 554 360 AC 1157 1- ! - / - / - / 7.5
Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 /- / - / - ! - 14.0
Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req = 1.5
HORZ(TL): 0.096 Q - - Q Min Brg Width Req = 1.3
Code / Misc Criteria Creep Factor. 1.5 Bearings AC & Q are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing AC requires a seat plate.
TPI Std: 2007 Max BC CSI: 0.896
Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_
Plate Type(s): A- B 1 0 1-1 0 0
WAVE, HS VIEW Ver: 16.01.01B.0614.20 B - C 0 -2048 I - K 0 -4524
C-D 0-3612 K-L 0 -4524
D-F 0-3612 L-M 0 -3612
E-F 0 0 M-N 0 -3612
F-G 0-5233 N-O 0 -2045
G-H 0-5253 O-P 3 0
H - I 0 -5012
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
p AC -AB 1137 0 W- V 0 0
•.. AB- Z 2925 0 W- U 4840 0
" AA- Z 0 0 U- T 4840 0
40
e Z-Y 4326 0 T-S 4192 0
NO
Y- X 5253 0 S- R 2927 0
W.
X- W 5248 0 R- Q 1134 0
sew
w Maximum Web Forces Per Ply (Ibs)
S TAT
Webs Tens.Comp. Webs Tens. Camp.
E OF
AD-AE 0 -3 W - 1 454 -14
A -AC 0 -42 1-T 0 -438
Tm4 AC-B 0 -1583 T-L 462 0
B -AB 1266 0 L- S 0 - 788
AB- C 0 -1219 M- S 0 - 73
% C-Z 934 0 S-N 931 0
D-Z 0 -102 N-R 0 -1227
40 01 5A 38 FF 50 81 BO BB 7F48 00 99.2E 85 FB
Z - F
0 - 968
R - O
1266 0
si*,:Tcltem3ras3iee3aek�}sjrnedam.R:�WbyPosa.Zlttartk4m;
F-Y
1328 0
O-Q
0 -1582
:o££FL,ltc.0471921 ent'hedats. shnwo above ti, aSM,6�3
Y- G
0 -602
Q- P
0 -15
endcatfcsstcdc
X-H
274 -118
P-Q
0 -44
?rutcd 4C91M oftfil
H - W
8 -665
=t tta. =a c A dmli= ccAcearnI ks"slf'x^a cn any dectmrk,
c=1.,
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61 D,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer 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 ANSIrrPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.org
Job Number: 136DCS014 I Ply: 1 SEQN: 622580 / T62 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayde -2601 "D" OL O Qty: 2 FROM: DJH DRW:
r Truss Label: FT13 Wgt: 168.0 Ibs I / ... 10/13/17
7'11 % I
9'11 "4
217" -'
r
T11"4
+ 2' {
117"12
2-6"12 --�
�2 = {
r— 2-6"12 — 1 Z6"12 �{
=4X6
=5X8
W=3X4 I12X6
=3X4 =4X6
B C DI
E F G H I
J K L MN
ADA
T =2X4((RR)
m2XAE )
1
I
F
s
AB
AA ZI
Y X W 1112X6 T
S R Q P O
AC =6X8
—6X6 1112X6
W=H0308 Ip4X6(R) W 3X6
1112X6 =6X6 =6X8 p12X6
1112X6
-4X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 5X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.44" DL: 0.30". See detai
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBRIO14 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
21'7"
M, za
Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.438 G 577 360 AC 1173 ! - ! - 1- / - 17.5
Lu: NA Cs: NA VERT(TL): 0.684 G 369 240 O 1173 / - / - / - / - 17.5
Snow Duration: NA HORZ(LL): 0.043 B - - AC Min Brg Width Req = 1.5
HORZ(TL): 0.068 B - - O Min Big Width Req = 1.5
Code I Misc Criteria Creep Factor. 1.5 Bearings AC & O are a rigid surface_
Bldg Code: FBC 2014 RES Max TC CSI: 0.659 Bearings AC & O require a seat plate.
TPI Std: 2007 Max BC CSI: D.782
Rep Factors Used: Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply (Ibs)
FT/RTA2(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A- B 0 -1133 G- H 0 -5403
WAVE, HS VIEW Ver: 16-01.01 B.0614.20 B - D 0 -3083 H - I 0 0
C-D 0 0 H-J 0 =5172
D- E 0 -4630 J- K 0 -4446
E- F 0 -4625 K- L 0 -3087
F-G 0 -5411 L-M 0 -1132
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AC -AB 31 0 V-U 5309 0
tg1 AB -AA 2266 0 U - T 5309 0
MAI
saes. AA-Z 3914 0 T-S 4949 0
•"��f"e� Z-Y 3914 D S-R 3916 0
ve€ Y- X 54M 0 R- Q 3916 0
X- W 5400 0 Q- P 2264 0
•047109 W-V 5411 D P-O 31 0
Maximum Web Forces Per Ply (Ibs)
1, Webs Tens.Comp_ Webs Tens. Comp.
STATE - OF AD-AE 0 -103 H - T 28 -342
# as gyp ' A -AC 0 -1021) T - J 350 0
+ryk A -AB' 1495 0 J- S 0 - 681
� j0 AB- B 0 -1537 S- K 704 0
`6 B -AA 1109 0 K- R 27 0
y AA-D 0-1104 K-Q 0 -1101
D-Z 49 -3 Q-L 1116 0
SUMLI D-Y 943 0 L-P 0 -1536
4di015A38FF598180B87F480099ZE:85FS Y-F 0 -1160 P-M 1494 0
rtiSritamtsst acMztaaa8ra fr.' redand =led byttsasx.tlMrth=4 F-W 330 -66 M-O 0 -1020
€(rt. t€c.S tsEzj mlhcdaxestwwaabmre+rnsasttt i G- V 0 -320 N -AF 0 -103
t¢aecaa&xsa.
V - H 562 - 248
8saatnd capi"oftila donama=4 not cxna Mudd sWpadand salad
mad tine -;1 �srYl+¢nY4�-aaccvasr�e en�t frc a�r3fidcnsaydectrur�
ccblas.,
-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) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI., Unless noted o){herwise,top chord shall have properly attached structural sheathing and bottom chard shall have a progeny
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID,
as applicable. Apply plates to each face. of trus i and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Gri
p Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIfPI 1, or for hanm shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance ofro esstona engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure is e responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 681690 / T49 / SY42 �j
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW:
Truss Label: FT14 Wgt: 114.8 Ibs Page 1 of 2 .. / ... 10/13/17
f ` 1.4" —�
(NP)
2X4(R)
" A B C D E F G
Loading Criteria (psi) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP 93
Lumber value set "1313° uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
W=3X4
H I J K L M N O P
W=3X4
217"
217°
2X4(R)
Q R
Snow Criteria (Pg,Pf in PSF)
DefIICSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.000 R 999 360
T- 109 / - / - /- /-
1259
Lu: NA Cs: NA
VERT(TL): 0.001 R 999 240
AK Min Brg Width Req = -
Snow Duration: NA
HORZ(LL): -0.000 R - -
Bearing AK is a rigid surface.
HORZ(TL):-0.000 R - -
Code / Misc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per
Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.078
Chords Tens.Comp. Chords
Tens. Camp.
TPI Std: 2007
Max BC CSI: 0.018
A- B 0 0 J- K
0
0
Rep Factors Used: Yes
Max Web CSI: 0.033
B - C 0 0 K - L
0
0
FT/RT:20(0)/10(0)
Mfg Specified Camber:
C- D 0 0 L- M
0
0
Plate Type(s):
D- E 0 0 M- N
0
0
WAVE
VIEW Ver: 16.01.01 B.0614.19
E- F 0 0 N- O
0
0
F-G 0 0 O-P
0
0
G-H 0 0 P-Q
0
0
H-1 0 0 Q-R
0
0
1-J 0 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AK-AJ
0
0
AB -AA
0
0
AJ-AI
0
0
AA- Z
0
0
AI-AH
0
0
Z- Y
0
0
AH-AG
0
0
Y- X
0
0
AG-AF
0
0
X- W
0
0
AF-AE
0
0
W- V
0
0
AE-AD
0
0
V- U
0
0
AD -AC
0
0
U- T
0
0
AC -AB
0
0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
AL -AM 0 -5 R-T 0 -54
A -AK 0 -54 S-AN 0 -5
10' fm Vitt'* Maximum Gable Forces Per Ply (Ibs)
SERIAL #: Gables Tens.Comp.
Gables Tens. Comp.
40 015A 38 FF 56 81 BO BB 7F 48 00 99 2E 85 FB B -AJ 0 -142
K -AA' 0 -133
rrsitttamrits�ecnckr}shynadm9:,eatadhyMxa.•eltAarttnez, C-AI 0 -132
L-Z 0 -133
P£(n..tta.tl4Jt821 on the data shown abava ving a SHA-2 D-AH 0 -134
M-Y 0 -133
actheoCcarn E -AG 0 -133
N- X 0 -133
N'ttadda-amcnAmnot umsidmad skmulland salad F-AF 0 -133
O-W 0 -134
and l as 2 as.ffiantkasissneoda must be vvNicd mwrde hvrAe G -AE 0 -133
P - V 0 -132
C"ias. H -AD 0 -133
Q- U 0 -142
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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 JointDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any
truss in conformance with ANSIrfPI 1, or for handlin installation bracing
deviation from this drawing any failure to build the
trusses.A this drawing
shipping, and of
listing this drawing indicates acceptance of pro-fessionat engineering responsibility
seal on or cover page_ ,
solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this ioVs general notes oaae and these web sites- ALPINE: www.aloineitw.mm, TPI, www_tninst om, SBCA wwwsbcindustry mm, IM www.ir�gafe om
If l
Job Number: 136DCS014 Ply: 1 SEQN: 684539 / T51 I SY42
4EHB Hayden-2601 "D" OIL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW.
Truss Label: FT15 Wgt: 127.4 Ibs ! ... 10/13/17
3114"
(TYP)
W=3X4=2X4(R)
A B C D E F G H I J K L M N O P
T
�r
3e
3f6
1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6W=3X4
Loading Criteria (pso Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psi
Soffit: 0.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
18'7"B
18'7"8 & 1
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.000 P 999 360
R- 109 / - / - I- /-
1223
Lu: NA Cs: NA
VERT(iL): 0.000 P 999 240
AH Min Brg Width Req = -
Snow Duration: NA
HORZ(LL): -0.001 B - -
Bearing AH is a rigid surface.
HORZ(TL):-0.002 B
Code / M!sc Criteria
Creep Factor. 1.5
Maximum Top Chord Forces Per
Ply (Ibs)
Bldg Code: FBC 2014 RES
Max TC CSI: 0.072
Chords Tens.Comp. Chords
Tens. Comp.
TPI Std: 2007
Max BC CSI: 0.009
A - B 2 0 1-1
2
0
Rep Factors Used: Yes
Max Web CSI: 0.031
B - C 2 0 J - K
2
0
FT/RT:20(0)/10(0)
Mfg Specified Camber:
C- D 2 0 K- L
2
0
Plate Type(s):
D- E 2 0 L- M
2
0
WAVE
VIEW Ver: 16.01.0113.0614.19
E- F 2 0 M- N
2
0
F-G 2 O N-O
2
0
G-H 2 0 O-P
2
0
H-1 2 0
No 047182.
a
Z "' a
s OF
1104
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
AH-AG
0
-2
Z-Y
0
-2
AG-AF
0
-2
Y-X
0
-2
AF-AE
0
-2
X-W
0
-2
AE-AD
0
-2
W-V
0
-2
AD -AC
0
-2
V - U
0
-2
AC -AB
0
-2
U-T
0
-2
AB -AA
0
-2
T-S
0
-2
AA-Z
0
-2
S-R
0
-2
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-AH 0 -67 Q-AI 0 -2
P-R 0 -50
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp_
B-AG 0 -133 J-X 0 -133
C-AF 0 -134 K-W 0 -133
40015A38FF5B81808B7F4800992E95FB
D-AE
0 -133
L -V
0
-133
Volt Atth stmmeleara%%Qa stgnad andicalcd by FA tl Marttnrs,
E -AD
0 -133
M - U
0
-133
n(FL.Lk. 0471921 on the data shown abera u-vnga sNA•3
F-AC
0 -133
N-T
0
-134
assthendca ccsda,
G-AB
0 -133
O-S
0
-133
a'ecdergmxatttvsdtrirsrdarmn�stcxaaddmodst+ma3xndscaled
H-Z
0 -133
W,4 Code met by rcd(iui mnydoctrank
raplm
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme tare in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for sa shipping,
practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIPI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of pro{esslonal engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insto ; SBCA www.sbcindu .com; IM www.iccsafe.or
Job Number: 136DCS014 Ply: 1 SEQN: 688749 / T48 / SY42
4EHB Hayden-2601 "D" OL OW [DR Horton /4EHB Haydenf-2601 "D" OL O Qty: 8 FROM: DJH DRW:
Truss Label: FT16 Wgt: 128.E Ibs .. / ... 10/13/17
I
F14"
7'1 "12
9'1 "12 187"8
7'1"12
2' 978
4
�� f 3"12T3111�
1�
�7
2-5"12��31��3"1�
r1>3„
=5X6
=2X4(R)
1112X4 1112X4
1112X4
W=3X4 =3X4 1112X4
1112X4
A B C D
E F
G H I J K
L M
-�
N s
a
I
—2X4(R)
JAA
-3q =M
Z Y X W
_
—5X6V U
T S R Q P
O
1114 (R1 =4X10 =5X6
I W=3X4
18'7 8
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00 Speed: NA mph
Pt NA Ce:.NA VERT(LL): 0.313 T 694 360
Z 1025 / - / -
/ - / -
14.0
BCLL: 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.489 T 444 240
O 1()1() / - / -
/ - / -
/ 7.5
BCDL: 5.00 Category: NA
Snow Duration: NA HORZ(LL): 0.038 O - -
Z Min Brg Width Req
= 1.5
EXP: NA
Des Ld: 55.00
HORZ L 0.060 O - -
�)
O Min Br Width Re
9 q
1.5
Mean Height: NA ft
9
NCBCLL: 00
Code / Misc Criteria CreepFactor. 1.5
Bearings Z & O are a rigid
surface.
TCDL: NA psf
0.
Soffit: 0.00 BCDL: NA psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.722
Bearing O requires a seat plate.
Load Duration: 1.00 MWFRS Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.793
Spacing: 24.0 " C&C Dist a: NA it
Rep Factors Used: Yes Max Web CSI: 0.619
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: NA
FT/RT:12(0)110(0) Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp -
I: NA GCpi: NA
Plate Type(s):
A - B 3 0
G - H
0 -36M
Wind Duration: NA
WAVE VIEW Ver: 16.02.01D.0314.13
B - C 0 -1276
H - 1
0 -3600
Lumber
C-D 0-1276
1-J
0 -2996
D- E 0 -2648
J- K
0 -2996
Value Set: 13B (Effective 6/1/2013)
E - F 0 - 3818
K - L
0 -1744
Top chord 4x2 SP #1
F - G 0 - 3831
L - M
1 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values
Chords Tens.Comp.
Chords
Tens. Comp -
approved 1/30/2013 by ALSC
%11alssji
Z-Y 319 0
T-S
3831 0
Plating Notes
Y- W 2096 0
S- R
0 0
All plates are 4X6 except as noted.
✓ �* rr
X - W 0 0
W- V 3303 0
S - Q
Q- P
3440 0
2474 0
Deflection
�a +`�
V- U 3301 0
P- O
985 0
Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail
10.
U - T 3831 0
DEFLCAMB1014 for camber recommendations.,
*
I-
Maximum Web Forces
Per Ply (Ibs)
Additional Notes
Webs Tens.Comp.
Webs
Tens. Comp-
+ 2x6 continuous strongback. See detail
Mo � �+
STRBRIBRIO14 for bracing and bridging
STATIE Of: ft
A- Z 0 -33
Z B 0
G - S
S
33 -570
361 0
recommendations.
�
A, r
e'oWebs
- -1035
B - Y 1301 0
-1
I - Q
0 -604
are square cut except dbl diagonals or as
' `� ,+. ea ���a
otherwise shown.
�P' "�, P �z ��ra
C - Y 0 -105
Y D 0
J - Q
Q K
0 -53
709 0
Truss must be installed as shown with top chord u�j
"
- -1115
-
ON
E7609P
W 90
P
-
0 -1015
10
�3ERU.
E-U 79 0
L-O
0 1371
40015A38FF5B8180813 7F4800992€85FB
U-F 6 -
T - G 206 -171 1
M-O
N -AA
0 -
0 -3
zirit ltamh;ts6srn tlac3toaka/sFgnadaad xalad Ly FAxxc1 Martinc7>
P£ (EL, IYc.G47i8Y l an tAcda4ashawrz atxive a�g a SffA.i
assthan�a#csaurJc.
er&�md capatxsaf this dou:r�astan nat ctwxi�rad sFgnri and scakrd
and ifaa 59Aa2 authanto9ksswde mc:.t im aadfid matsye]atmnk
i
myias.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping,
installing and bracing.. Refer to and follow the latest edition of
these functions. Installers
BCSI (Building
temporarryY
Component Safety Information, byy TPI an7'SBCA) for safety practices pnor to performing shall provide
bracing BCSL Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall
have a
per properly
allached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
propefly
B3, B7 or 810,
as applicable. Apply plates to each face oftruss and position
as shown above and on the Joinf Details, unless noted otherwise.
f2efer to
drawings 160A-Z for standard plate positions -
Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
ANSI1TPl 1, for handling, installation bracing Vusses.A this drawing
truss in conformance with or shippinq, and of seal on or
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown.
cover page_ ,
The suitability
and use of this drawing for any structure is the responsibility
of the Building Designer per ANSIrrPI 1 Sec.2.
Job Number: 136DCS014 Ply: 1 SEQN: 681692 / T50 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJ H DRW:
Truss Label: FT17 Wgt: 64.4 Ibs .. / ... 10/13/17
T
1
17--}---' 1'4" --
(TYP)
A B C D E F G H I
10'4"
iiLIZ,W
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
TCDL: 10.00
Speed: NA mph
Pf: NA Ce: NA
VERT(LL): 0.000 1 999 360
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.000 1 999 240
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): -0.001 B - -
Des Ld: 55.00
EXP. NA
HORZ(TL):-0.002 B - -
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: NA ft
CreepFactor. 1.5
TCDL: NA psf
Soffit: 0.00
BCDL: NA psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.074
Load Duration: 1.00
MWFRS Parallel Dist: NA
TPI Sid: 2007
Max BC CSI: 0.018
Spacing: 24.0 "
C&C Dist a: NA ft
Rep Factors Used: Yes
Max Web CS 1: 0.031
Loc. from endwall: NA
FT/RT:20(0)/10(0)
Mfg Specified Camber:
I: NA GCpi: NA
Plate Type(s):
VIEW Ver: 16.01.018.0614.19
Wind Duration: NA
WAVE
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
No 7`
STATE OF
V.
IV.-,
J
♦ Maximum Reactions (Ibs), or "=PLF
Loc R I /Rw /Rh /RL /W
J" 109 /- /- /- /- /124
R Min Brg Width Req = -
Bearing R is a rigid surface_
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B 2 0 E-F 2 0
B-C 2 O F-G 2 0
C-D 2 0 G-H 2 0
D-E 2 0 H-1 2 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
R-Q 0 -2 N-M 0 -2 I
Q-P 0 -2 M-L 0 -2
P-O 0 -2 L-K 0 -2
O-N 0 -2 K-J 0 -2
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-R 0 -60 1-1 0 -41
J-1 0 -8
W
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp.
Gables Tens. Comp.
B-Q 0 -124
F-M 0 -133
C-P 0 -136
G-L 0 -136
D-O 0 -133
H-K 0 -124
E = N 0 -134
40 013A38 Ff 5B 81 B0 8B 7F48 00 99 2E 85 FB
This Item BanbeesaI atm /%OMandscaledbyMar AMtartincr,
n (n., uc. tl37tr21 an the dak, shcwn above siting a SHA•1
a thentft= A¢cede.
r^�ted capiasarttus dazrecAaaa natcasnSdacad zidncd and zcalod
and the S,?A:-1 aAfiwteatess wde nmt ba verIfLadm=f dectrarsis
ra:pins.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10,
e. A fpTy plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise, 12efer to
60A-Z for standard plate positions.
a division of
-11`1 1; or for h
acceptance
any structure
failure to build the
g or cover page in. The suitability
® Boise Cascade Double
BC CALL® Design Report MEM
Build 6080
Job Name: 4EHB Hayden D
Address: Lot 14 Creekside 136DCS014
City, State, Zip: , FL
Customer:
Code reports: " ESR-1040
-3/4" x 16" VERSA -LAM® 2.0 3100 SP
Dry 11 span I No cantilevers 1 0/12 slope
File Name: 136DCS014-Beam.bcc
Description: DesignslBM1
Specifier:
Designer: Jason Hill
Company: Raney Components, LLC.
Misc:
Floor Beam1BM1
October 13, 201710:24:56
BO I 20-07-08 B1
Total Horizontal Product Length = 20-07-08
Reaction Summary (Down / Uplift) (lbs )
Bearing Total
BO, 6" 5,818 I
B1, 7-1/2" 5,424
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-07-08 40 15 01-00-00
2 FT3 Unf. Lin. (lb/ft) I L 00-00-00 20-07-08 321 119 n/a
3 FT10 Conc. Pt. (Ibs) L 03-09-12 03-09-12 509 189 n/a
Controls Summary Value I % Allowable Duration Case Location
Pos. Moment 25,803ft-Ibs I 69.1% 100% 1 10-00-15
End Shear 4,881 Ibs 45.9% 100% 1 01-10-00
Total Load Defl. U313 (0.753'j) 76.8% n/a 1 10-00-15
Live Load Defl. U442 (0.533") 81.5% n/a 2 10-00-15
Max Defl. 0.753" I 75.3% n/a 1 10-007-15
Span / Depth 14.7 n/a n/a 0 00-00-00
Squash Blocks Valid
% Allow % Allow
Bearing Supports Dim. (L x W) Value Support Member Material
BO Wall/Plate 6" x 3-1/2" 5,818 Ibs n/a 36.9% Unspecified
B1 Wall/Plate 7=1/2" x 3-1/2" 5,424 Ibs n/a 27.6% Unspecified �tt#ttpt,�
� "
Notes I+"410
ew
Design meets Code minimum (U240) Total load deflection criteria. �a • « .. W
Design meets Code minimum (U360) Live load deflection criteria. Is
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition. •
I
�
RA ,
N
sue(. A
40 01 5A 38 ff 58 81 SO 68 7F 48 00 99 2€ 85 IB
r 41sts (tam $cts8cm eHctrnn�s f sS�ned ass3 saafe66y.htaasai)datttlsa'.
?E (2t, ltr. rsF3S2.} ct7 [leediEilshDYla a6rdu tag a SFPR-P
� nuthant4rat�aa eav'E
I
.�'mtaflccgto<xa1'ttssa}armxrt ar�not cseuir�r¢d rg,eeard txnkd
aav}tftra �£R3 �fsanfisa.r�c moat 6r aaNfSa� exe aerydcxt,cr�
cedes.
®Boise Cascade Double 1-3/4" x 16" VERSA-LAM(g) 2.0 3100 SIR Floor Beam1BM1
Ulm Dry 11 span I No cantilevers 1 0/12 slope October 13, 2017 10:24:56
BC CALCO Design Report
Build 6080
File Name:
136DCS014-Beam.bcc
Job Name: 4EHB Hayden D
Description: DesignslBM1
Address: Lot 14 Creekside 136DCS014
Specifier:
City, State, Zip: , FL
Designer:
Jason Hill
Customer:
Company:
Raney Components, LLC.
Code reports: ESR-1040
Misc:
Connection Diagram
Disclosure
�i
Li
b
—d—
Completeness and accuracy of input must
be verified by anyone who would rely on
a
• r • •
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
c
properties and analysis methods.
Installation of Boise Cascade engineered
• •
wood products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
a minimum = 2° c = 12"
(800)232-0788 before installation.
b minimum = 3" d = 6"
BC CALC n0, BC FRAMER®, AJST^',
ALLJOISTO , BC RIM BOARD- BCI® ,
Calculated Side Load = 440.0 Ib/ft BOISE GLULAM-, SIMPLE FRAMING
Connection design assumes point load is top -loaded. For connection design of side -loaded SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUSO ,VERSA -RIM®,
point loads, please consult a technical representative or professional of Record. VERSA -STRAND®, VERSA -STUD® are
Connectors are: 3-1/4 in. Pneumatic Gun Nails trademarks of Boise Cascade wood
Products L.L.C.
Construction Details
Top Loadesd Only ComecUm
D w +
19'rnr
7M•-- _.• 11
nin.
When 2 pieces of I -So ! Versa -Lanham loaded from abl
Nail 9-1/7 and 11 718" beams w/ 2 - rows 19d box or s
011%1,1181ftrI�e
*f�
NO 047182
00
OP
16 I'm
STATE OFA
yid 's
Nail 14', Wand 18' beams w/ 3 — rows 19d box or sin! SERIAL #:
40 01 SA 3$ FF 56 18Q B 7F �s 00 99 ?€ as FB
Nail 24w beans w/ 4 - rows 18d box or sinker nails. �l,� ��°e� ��°da ,� b� ,taatt��,
7i ('el, lEc. ea3i82) txf tAe ca3a.zhavm 3bw..tng a sFi�•a
ulheritisaZe.aseo:€c.
ariatedecPk.Vf1W1 da.x+ew—tat "ui ed ragwd; d=10,i
xr+d ttu 5�+..@s: aathentdca?l�av ca.^'e mint Ec+�eNf�d us xoy dretm�e�
CFZpiCL
Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ord 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt - 1,00
nr, lPn n t, 1Jin1 R-A. 15' Mann Holnht. Pnrtlnily Fnclnsed. Fxnos D. K7t = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(I) lx4 'L' Brace w
(1) 2x4 'L' Brace w
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace w
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
C
#1 / #2
3' 10,
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12, 2'
12, 8'
14' 0'
14' 0'
-
S P r
#3
3' 8'
5' 9'
6' 2-
7' 8'
7' It'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14, 0'
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' V
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
n%
Q
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
11' V
14' 0'
14' 0'
01
4' 0'
1 6' 8'
6' 11'
7' 10,
8' 2'
9' 4'
9' 8'
1 12' 4'
12' 9'
14' 0'
14' 0'
J
S P
#2
3' 10'
6' 7'
6' 10'
7' 9'
8' V
9' 3'
9' 7-
12' 2'
12, 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' It'
7' 5'
9' 2'
9' 7'
10' 11'
11' 8'
14' 0'
14' 0'
d
(U
D P L
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10' 11'
Il' 8'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' e'
10' 4'
13' 1'
14' 0'
U
01 / #2
4' 5'
7' 6'
7' 9'
8' to,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
4->
L
U
S P P
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
SO' 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' 1'
7' 6'
e' 9'
9' 1'
10' 5'
to, 10,
13' 9'
14' 0'
14' 0'
14' 0'
(3)
O
H F
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
10' 5'
to, 10'
12, 8'
13' 7'
14' 0'
14' 0'
01
4' 7'
7' 7'
7' 11'
9' o'
9' 4' .
10, 8'
111 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
11' 0'
13' 11'
1 14' 0'
14' 0'
Id, 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, ill
13' 4'
14' 0'
14' 0'
14' 0'
�10Q1
r
D r L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 111
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8-
6' 0'
7' 6'
8' 0'
to, 2'
10, 10,
11' 10,
12, 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14, 0'
14' 0'
14' 0'
CS
S P F
#3
4' 7'
1 8' 2'
8' 5'
9' 8'
to, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
L7
U
U
u P
I�
Stud
4' 7'
B' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14, 0'
X
#1_
5' V
8' 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' V
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
to, 1-
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 9' .
7' 4'
7' 30'
9' B'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' 11'
8' e'
1 9' 3'
11' 6'
12' 0'
13' 7'
1 14' 0-
14' 0
14' 0'
ble Truss
Diagonal brace option -
T
vertical length may be
doubled when diagonal
18
X
-Frace-Is-used-Connect
L
I
diagonal brace for 6001t -
at each end. Max web
- -
Brace
total length is 14'.
_ )K)K
2x6 DF-L #2 or
better diagonal
r
I
Vertical length shown
I
bracer single
B,
In table above.
or double cut
L
1
[I I
45'
(as shown) at
j
upper end
ontlnuous Bearing 11of llflr
Connect Diagonal at
mid olnt of vertical web.
''
Refer
\\\ \\+1\
to chart above for
wwVARNINGlew READ AND FOLLOW ALL NOTES -UN THIS DMWINM
..IMPORTANT- FURNISH THIS WAVW To ALL CONTRACTORS D=UDD(G Tie DATALI.ERA
• .
Q' �GENS+n'
Trusses quire extreme care In fabricating, handerg,'chipping, Installband bradrg Ref, rsa fe end
re
folio. the Intest edition of BCSI (Bulding Component Safety Information, gy TPI bad SBCA) forty
W,f(
g;actic.. prior to performing these functions. Installers shall provide unparary bradng per BCSL
Unless noted otheMse, top h-d shall have property attached structural sh9tNng and bottGm ddmrd
/
ebs
Locations sham far p ic:%ti lateral t- to
shall have o properly attached rigid sections each ace
H7 or Beta as nppl,coble. Apply pietas to enU face
seed W the
shall have bracing instanetl per above
of trIs and ppoosition as shown above end fxl tne Joint Details, unless natetl otherwise.
Rei- to drnwxps 160A-Z for standard plate positbnz
or
AN 11'W QOMPAW
AlpL e. o division of ITV Mding Corgmente Group Inc shalt not be respansa,lo Par arty devlatlon from
this drawing, any failure to build the truss In eonfornance with ANSI/TPI 1, or for handling, shipping,
s f'l1� R.
Ire. Pi Q9 a T_
Installation 6 bracing of trusses.
A seal an this dra.Ing w coy page listing this dravha hx0cates accepts of professional
enptr,eerkq ro sdely for SM design shore The szdtalWty and use of this drawing
'yey 1
3rive
for any strueb.•e�e responslbWty of the BWNrg Dedgner Per ANSIyTPt
/'i/r�reseeortperhUk1\
MO
Earth City, M083048
Earth City,
For more Information see this Job'. general notes page and these web sites+
ALPINE, wwtatalneitw.eand TPI, wew.tnlnstorot SBCto www.sbd:industrv.ornl ICC, wwwJc=4fe4M
771fr
Bracing Group Species and Grades.
Group A:
S ruce-Plne-Fir Hen-FIr
#1 / #2 Standard #2 1 Stud
03 1 Stud 1 1 #3 Standard
➢ou las Fir -Larch Southern Pinewww
#3 #3
Stud Stud
Standard Standard
Group B,
Hem -Fir
NI & Btr
al
DO u las Flr-Larch Southern Pinewww
al a1
#2 a2
lx4 Braces shall be SRB (Stress -Rated Board),
wwFor ix4 So. Pine use only Industrial SS or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes,
Vlnd Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load),
Goble and supports load from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) naits.
)K For (1) 'L' bracer space nags at 2' o.c.
In 16' end zones and 4' ac. between zones.
3)()FOP (- 'L' braces, space malls at 3' o.c.
In IS' end zones and 6' o,e between zones.
'L' bracing must be a minimum of 80% of web
member length,
II Goble Vertical Plate Sizes II
Vertical Len th
No Splice
Less than 4' 0'
2%3
Greater than 4' 0" but
-_less than 11' 6'
3%4
Greater than 11'-6'--
-4%4
+ Refer to common truss design for
peak, splice, and heel plates,
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
TOT. LD, 60 PSF
MAX, SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 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 = L00
Ort 120 mnh Wind Sowed. 30' Mean Heloht. PartlaRv Enclosed, Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Verticnl
Spacing Species Grade
No
Braces
(1) Ix4 'L' Brace r
(1) 2x4 'L' Brace r
(2) 2x4 'L' Bracer
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace X1.
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
B' 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'
e' 8'
9' V
11' 3'
11' it,
13' 7'
14, 0'
U
u r
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' It'
13' 7'
14' 0'
O
I� r
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
01
#1
3' 10'
1 6' 4'
6' 7' 1
7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12, 2'
13' 11'
14' 0'
—�
S P
#2
8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
#3
7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10'
13, 8'
I, 0'
cv
D F L
Stud
7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10' 1'
10, 10'
13, 8'
14' 0'
Standard
3'
r3'
4' 3'
4' 7'
5' 8'
6'1'7'
9'
8'3'e'
11'
9' 7'
12' 2'
13' 0'U
+>
_
SPF
#1 / #2
2'
7' 2'
7' 5'
8' 5'
e' 9'10,
1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
0'
6' 7'
7' 5'
8' 4'
e' e'
9' It'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Q1
U
O
iJF
11
Stud
0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
Standard
0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' 10'
121.81
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
B' 111
10, 2'
10' 7'
1 13' 5'
13' 11'
14' V
14' V
S P
#2
4' 2'
7' 2'
7' S'
8' 5'
8' 9'
10, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
QJ
%,D
D F L
Stud
4' V
5' it'
6' 4'
7' It'
8' 5'
to, 0'
10, 5'
12, 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10' 2'
il' 0'
it, 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
10, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' G.
to, it,
11' S'
14' 0'
14' 0'
14' 0'
14' 0'
LD
X
U
O
i J F
�l
Stud
4' 5'
7' 7'
B' 1'
9' 2'
9' 6'
10, li'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 6'
6' 11'
8' 6'
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
#1
4' 10'
8' 0'
8' 3'
1 9' 5-
9' 9'
11' 2'
it, 8'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
Il' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
Il' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
s-1.1
I
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1'
6' S'
8' 1'1
8' 7'
1 10' 11'
11' 5'
12, 8'
1 13' 7'
1 14' 0-
14' 0'
About
able Truss
Diagonal brace option,
T
vertical length may be
doubled when diagonal
18'
brace Is used. Connect
L
I
diagonal brace for 6900
at each end. Max web
I
Brace
total length Is 14'.
)VI
2x6 DF-L 02 or
better diagonal
'r
Vertical length shown
brace; single
8'
)K
In table above.
'
or double cut
L
1
45
(as shown) at
upper end.
Connect dlagon6r-at I I ' I ' ' ' I 1f111
Id I t f vertical web 'V1� Vil Refer to chart above for max gldb� e
Bracing Group Species and Grades,
Group A,
S ruce-Pine-Fir Hem-Flr
#1 / 02 iStandardl 1 42 1 Stud
a3 Stud 1 1 03 Standard
Do u Ins Flr-Larch Southern Pinerrr
a3 ia3
Stud Stud
StandardI Standard
Group Bi
Hen-Ftr
01 & Btr
al
Dou ins Fir -Larch Southern Pinerrr
rt at
a2 a2
lx4 Braces shall be SRB (Stress -Rated Board).
rrFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B11
values may be used with these rades.
Gable 1 russ Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous hearing <5 psf TC Dead Load).
Gable end supports toad from 4' 0' outlookers
with 2. 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d <0.128'x3,0' min) malls.
X Far <1) 'L' brace, space nails at 2' o.c.
in 18' end zones and 4' c.c. between zones.
i )War (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 00% of web
member length.
Gable Vertical Plate Sizes
erticnl Len th No S lice
LessVthan 4' 0' 2%4
Greater than 4' 01, but I 4X4
less than l2' 0'
* Refer to common truss design Par
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail,
m pan o
—WARNDRDss READ AND FOLLOW ALL TOTES ON THIS DRAWIMtJ
optp0{iTANTu FURMSH THIS ➢RAWBO TO ALL CMMACTMS INMUBING PC DISTAUXAS
-
♦.�` ��,
-
♦ a,
REF ASCE7-10—GAB16030
DATE 10/Ol/14
Trusses require extreme care b, Patrlcatlng, hnndtlrg, shipping, Installing and bracing. Refer to and
follow tha taten edltion of BCSI (Busdrg Component Safety Information, by TPI and SBCA) for safety
�"JEN&
` w� �� ` `�
p... Itc s prior to perfornMg these functlons. installers cMtt provide tent, ..ry brad.g per BCSL
Unless top hove attached struaturat sheathing and bottom d,are
Cl
Zvia
DRWG A16030ENC101014
noted otherwise, chard shalt properly
shall have properly attached mold eeDkg. Locations shown for permanent lateral restralr)t of webs
installed BCSI 33, 87 DID, Apply to each face
/
IT
a
n F
chall Mva brntlng per sections or as applicable. plates
of treats and ppoo Men as shown above and an the Joht Details, unless noted otherwise.
Refer to dw•Ings 160A-Z for standard plate positions,
_ f
=
Ill�ri�
Atpine, a dMslon of ITW &AIM, Conponents Group Inc shall not be responsible for any deviation from
-r
A 1 E OF
1I AN WCt7MPAW
this drawing, any f.1—e to biltd the truss In ...Pormance with ANSI/TPI 1, or for handkino, sh;pphg,
L bracing trusses.
-O IQ.4
t�0 R
MAX. TOT. LD. 60 PSF
installation of
A seal on this d`awino w cover page Ustkv this drawng, bMeates neceptance of professlawl
Par the deslpn sham. The use of this drawing
s �/
'
v - R ��
ring —ponsbUty solely sWtQMty and
for any struche ris the eecporiaMty of the Butldhg De%JWww per ANSVTPI 1 Sec2.
<, a3♦
MAX, SPACING 24,0'
13389 Lakel..t Drive
Earth City.MO 63045
arwi-w awe io `wnatbnosee tWs�Job^r genprol notes.,�wge « ntl these •eb sltea
...� ..., rewfanrm
Pf4P �` tt�Z
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,
%Pc
's .16
No 'L' or 'T'
brace required
In lieu of scab_ brace Gable
vertical length greater than
48' 'L' or 'T' brace required
'T'
Reinforcing
Member
Truss �pacea-
4' oc.
4 NoDS
Gable vertical length
greater than 48' 'L'
or 'T' brace required
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
+@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
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nalls.
10d Common (0,148'x 3.1,min) Naps at 4' o,c, plus
(4) nails In the top and bottom chords.
Toenalled Nallsi
10d Common (0148Ix3',min> Toenails at 4' o.c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detall for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A140150510141
A13030051014, A12030051014, AU030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014,-A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A1403CENG101014,_
A18030ENC101014, A20030ENCI01014, A20030END101014,
See appropriate Alpine gable detail for maximum unrelnforced gable vertical
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toenail - Or - Mn, End-nait
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
Jeb Length Increase w/ 'T' Brace
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30
2x6
20
Example
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
_ Maximum 'T' Reinforced Gable Vertical Length
'�L30_x 6' 7' = 11' 2'
v V
��� ^ n
Illy\�Ifl
AN 1T\N COMR4NY
138891a . Mont D tie
EBAh CIry,M063045
SAWARNMEN READ AND FRLQV ALL NOTES ON TM Dwwarra
020FURTAMT" FUR = MW DRAWING TO ALL CON RACRRS WIUDIPG THE WTNJ.ERS
Trusses require extreme can in fobricattg, handift, shbpft, Instating and bracing. Refer to and
fallo. the latest edtlon of BISI (&idrg Canponant Safety -T wrtatbn, by TPI and SBCA1 for soFety
p�n�des prbr to perfonft these functions Installers shall ovbe t brac�o r BCSL
Unless noted otherwise, top chord shall have properly attached �sirucbrnl Shen and b�ottan chord
shall have a properly attached rigid ce0.Fp Locatbns shorn far penoanerrt lateral restroht of cabs
shall have lea Mstases per BCSI and on D3, 8T or Det °s ss no d a plates to each face
�q aW y
of truss and ppootion as shorn above and on the .b4,t DctaDs, unless rated otlxrdse.
rm
ReMfto drnregs 16a1i-Z for standordpositbl not be resp°ns6te for nnY devhtbn fro, e, o division of ITV BW Components
this a'tion any falure to the truss b ornnnce with ANStrtPt s, a for no^'urq• eKppirp•
hstallatkn L bs dra of trusses.
A heal an tl'IS draw an` cover Pa Us" this dawft, t,dkates accwtance of professiond
kqre %slb �+lyfor n h' of�,r w The suer b"r onevrPm Iofs.a� °•°+°
Dealgrrr P�
For ware tnformetbn see this Job's General notes popend these rsb sltvn
ALPINE rrralpt,eltrconl TM rrrtak,storal SBCM err .oral ICP rrrJccsaFe,oro
!a ,,3. �„ ,
,� 4,.
?�J. '9Nry'•,
=4, P�y�GCNgat, ,',,A
No aa7laz ti.
*
cs &s'aTE of .'au
�p��,. ,,. 'y•
WOILS,R58U6tpflam9,�Ura
-----
--
MAX. TOT. LD, 60 PSF
REF LET -IN VERT
DATE 10/O1/14
DRWG GBLLETIN1014
DUR. FAC. ANY
MAX, SPACING 24.0'
Hip Frame Details Hip Frame
2;
'R'
Lthed
Use this detail
ASCE 7-10, 180
fort
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 hint 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,
Structur 4 anels must be properly attached directly
Residential,
Wind
TC
DL=4,2 psf, Kzt=1,00
To hln,,%fy±t�
'FiNarlins.
—VARHBIGI— READ Alm rMIlIV ALL NDTES ON TM BRAVRI(d Qr' GEN REF HIP FRAME
oBd WANTww FURNISH THIS BING RAVTD ALL MTRACTMM I CLUBOK. TIE INSTALLERS. n
Trusses req," extreme care In fabricating, handllnB, shipping, InstalUnp and br..1% Refer to pad • �\ S` �cl,�` Y DATE 10/O1/14
f,Uas the latest edtlon of BCS1 CB 1, Cahponant Safety Infornatlon, by I pad SHCA1 For sofety � Nn 1_
proctkea grin to perforNng thews iuncilons, [nstnUers sYnll pravlde tenporwy braUnp per HCSI. =
teas noted otherwise, top chord shalt have properly attached structural when g nn bottom chord _ * _ DRWG HIPFR1801014
shall hove n propeHy nttnchad rlIppww ce¢Ing Locatto chpwn For pernanent lateral rastraht oP ebr. _
d ��� � chnll imve MAcing Instnlletl par BCSI sectlonc B3, W or Hlg, as nppllcable. Apply plo<ec to oncn Faca = S ~
of truss and ppoosltlon as shown Above and on the Joint Details. unless noted o rvise.
Refer to dra.Mgs 16M-Z for standard plate posltlor. .� A E OF
Atotrw, a dvhlon of ITV BuUding Comp—M. Group Mc shall not be respansAHe for anyy deviatbn iron � Q^
AN fl WaDMPANY Ws drordng any facture to bold the truss to conforms rce with ANSI/TPI L or for twuw0.n& shiPpin&
Instnllntbn L brodn of trusses. �i } t'l 1
A seal an this draalre or cover page UstkV this drn.t+g, tMcates ncceptAnce of professkewl C
7338E Lakefront Drive for a+Ys ructiverosb thesdyfrlthe deatf�ie HiiRdng Bedgnar PeryMLS[/TPi t SecE ��g ,{IeRRCllplfY,�l , C\,4tt
338 City, MO 63045 For nore Worlatlon see Oft Job's genarol notes page and these web sites ld/1111/111111111
ALPIND wwsalphWtw.coml TPB www.tpinstargi SBCAi .ww.sbclmdustryorgh IM wwwkcsafearg
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') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
installation,
Or
Purkins 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 purtin 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 Valle
12 M::��
Spacing
2X4
Pitched Cut
-- 8-0-0 max Bottom Chord
Valley
04 Toe -nailed
wa
12
12 Max. F—
-�—_ _ X_ 3 _
1X3 6-0-0 — �0\
1X3 5X4 SPL (Max Spacing) 1X3 2X4
20-0-0 (++)
Supporting trusses at 24' o.c, maximum spacing,
2X4 4X4
Square Cut Stubbed Valley Optional. Hip
Bottom Chord End Detail Joint Detail
Valley
Partial Fri
Plan
\\I\\II{11111/l/JJ�
FI F�
I 1 iJl� 2
III�IUUr—� ill"=I�
AIL
AN 11YNaDMPANI'
MVAF*nNG- READ Jum FUUMV ALL N= 131 This MAV3Nri
--UfMTANrl FURNISH THIS WAVDG M ALL CON1RACMRS VICUMM IM INSTALLERS,
Trusses -cpk...trans core h Fabrkatbq, handling. shaping, InsialMg and bradrig. Refer to orw
Wasthe,ate.* "tiort of prior perforrdnoCSI the-JF-tlor- Idlers shalt p—kie t goaraTPI ryyb,,ddrrp ptr BCSLSOCA) far safety
Pxd..a natea atherNae, top @how :tiara ha e pro Pertr attached et ucsvN @heath ro and bottom Dhow
shall haw properly attached W celc& Locations shown for par At lateral restraint of webs
shall Nava bra Installed er I ae nc 93, B7 Blo, c opplkable. Apply plates to each face
of truss ord podtlon as shown above and on the .blast Details, uh lace noted otheMsv.
Refer to dm bgs 16DA-Z for stwWaw plot@ posh, s
Alpine, a ®vbdor, of ITV Buller ig Conpments Gwp trc. snau not bs rcsponsRir for any devlathr, fra.
Fakirs to build the truss N Nth ANSI/TPt3, or for hnrgtlr.p, shlpp4�o
this dr%W,
�`IVAY �%
f
e„ F q!
l -� `�.t"�•
A /.
=
�V F'
V5T�TF
TC ILL 30
C DL 20
13C DL 10
p
q LL 0
-
TDT. LD, 60
30
15
10
0
40PSF
7 PSF
10 PSF
0 PSF
57PSF
REF VALLEY DETAIL
DATE 10/01/2014
DRWG VAL160101014
SS
M nl llde5
Earth Cily M063H45
Earth City,
any coniornonce
Instatlatbn t brachg of trusses.
A seal on ttds d nhv or saver page Uwft this drn ft, Mcates acceptance of profasslonnl
vnglneerk., rospats8Y11tY adety for the dreg, shorn The swmbuq and use of this dre.e.g
for any struCMf k tho rospalsmlUty of tlu BArinp Msyner per N63/TPI 3 sec2R/''.
For none lnfornotbn see this ,lab's oenerol rrotes piwooe and these web sites
ALPINE, w@walpineltw.con, TPI, www.tpblst-o, SSCA wweadxbu3uatry or Q, ]CO eww.kcs-F--g
.cam
`Jp
.� Q `p�
L.�'.
%-�Slnat��`�`•°
=
UR,FAC,1,25/1.33
1.15
1,15
SPACING
24.0'
GYM
Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DI-= 5,0 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 purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
mis Refer to Enolneer's sealed truss deslon drawino for oloovback and base truss soeciflcations,
Detail A i Purlin
12
Up to 12
Spacing = 24' o,c, or less
ends and at 24' max o.c, spacing In between.
� Detail B 1 Purlin Spacing > 24' o,c,
12
Up to 12 V
4'
Piggyback cap truss slant nailed to all top chord purlln
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0,128'x3') at 4' ox,
Attach purlln bracing to the flat top chord
using a minimum of (2) 16d box nails (0,135'x3,51),
\\ I I \\ / I I I I Purlin Spacing >
(/ 24' o.c, max
FuLLTop Chord Scob (Typical Each End> Chord Flat top chord purlins required at
Depth both ends, purlln spacing > 24' o,c,
Notes If purtins 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. 1)a}{JfJiijlJj
-VfJ l`g"i2 . READ AND FMAMW ALL MITES aTMTDRAVDxa ,0
MP`v ll�fslt,
ssQiTANTsw RWSNMs TDRAVR)G TO ALL CCKTAACMRS MMULIM THE INSTALLERS
Trusses require extreme care in fabricating, handling sHpping, Instaaing and bracing. Refer to
follow the latest eNtlon of BCSI (Bolding Component Safety Infornaticn, by TPI and SBCA) For safety .��GE�s
proctkes prior to perfcrr Mg these functions. Installers shall provIda tsnporaryy bratlrg per BCSL fl U
Unless noted otMndse, top chord shall have properly attached structural oneotMag ontl bottan ,]nerd z �V t
sh II have a property attached rIg1d ceNng. Locations shown for pernnnent lateral restraint of ebs
d I7 �� shall hays braclrig Installed per BCSI sections 1U 87 or Details,
ils unte able. Apply plater to soli Faco =
{II 11=� of truss and rpo4M, 0 -Z shown andar Man the i Joint Detaec, nmlrsc noted otherwise. _
Refer to drowings 16gA-2 far standard
ptnte positions.
Alpine, a olvlslon of ITV &AlN2 Componants Group Inc shall not be responsible for ony devI.Vd. from +'(J
AN ITWCOMPANY this drawing, any FaBwe to bW the truss in conformance wM ANSVTPI 1, or for ha , shlpping, :!%may AT� or
installation 6 bracing of trusses, N
A sent on this &-t g r cover page Usthg W. dr..I g, b.Acates acceptance of profesalorW 1611,
pia 1 h
respons8>eJty solely for the design stem TM s>rtab4tty and use of tNs araeft
for any Is the resporatbllty of the BWdtrg Designer per ANSViPI I Seca dq
13389 Laiebont D'We For none InFornatlon see this job's general notes page and these web sites, r!
Earth City, MO 63045 ALPIKi rwwalaMNtw,coni TPD wostDinstorai SBCN www.sbcvdustryaroi ICO wws)ccsafearg
Piggyback cap truss slant relied to all top chord
purlln bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 k3 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o,c.
Attach purlln bracing to the flat top chord
using (2) 16d box nails <0.135'x3,5'>.
The top chord 83 grade 2x4 scab may be replaced
with either of the following, (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'xl.375' nails. Note, Nailing thru holes of
wave plate Is acceptable.
R In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 end larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'x1.375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
8'xB'x7/16' <min) APA rated sheathing gussets
(each face). Attach @ 8' o.c. with (8) 6d common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face).
Attach @ 8' o.c. with (6) 10d box nails (0.128'0')
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 Piogyback Plate
One 28PB wave piggyback plate to each face
@ 8' o.c, Attach teeth to Igg back at time of
fnbricatlon. Attach to sup or Ing truss with
(4) 0.120'xl.375' nails per face per ply.
o Piggyback
fa laces may be staggered 4' o.c. front
t
CING 24,0'
EF PIGGYBACK
ATE 10/01/14
RWG P13160101014
CLR Reinf orcing
This detall Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired,
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative,
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type,
Web Member
Specified CLR
Alternative Relnforecement
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
I row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4010
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6W
T-reinforce men t, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise-on_Engineer's sealed design,
010 Center scab on wide face of web.
face of web.
Member Substitution
T-Reinforcement
Or T-Reinf,
L-Reinforcementi or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is
a minimum 80% of web
member length.
T-Reinf. L-Reinf,
Scab Reinforcementi
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nalls
at 6' o,c. Reinforcing member Is a
minimum 80% of web member length,
Scab Reinf.
-WARNMM- MAD Aim Faunv &L NOTU a TM DMWM61 Tr�� TC LL PSF REF CLR Subst.
..V"TAKM F1R M TIM BRAD ALL ua To CMffMMRS :LlmM TK TNSTALMM .� � %,
Trrearn. cor ...ten in fabricating, h-. Vg, shipping. ci
. Instan" brang. Refer to" ��� % � TC DL PSF DATE 10/Ol/14
fo80. the latest edition of BCSI (Bu0.dahg Component Safety Information, by TPI and SBCA) for safety f+ A.
Macticas prbr to =or Mg these functions. Installers shall provide tan.,-ry bracing per BCSL `� t1 E�s�
ess noted otterwse, top chord shaft have property attached structurel ahem ng and bottom chard (k` C DL PSF DRWG BRCLBSUB1014
shall have a property attached 5go celWO Locations sham For permanent lateral restraint of webs
.hall no" broctrg Installed per BCSI c.ctlnns 83, B7 or BIe. ins kablo. Apply plates to each face
d (� (�O f tr�w. and Won as shom aba .and an the hest BetnFs. °°�`esw oared otherwise. = � IC LL PSF
'L�—Lf Refer to drawn0a Won
Pw standard plate postbns
Alph C&Lidan f Iry D.Rdina component. Croup Ina. shall not be responsible for any denatlon from i t U ?OT. LD. PSF
AN fTWCOMPANY the draws, any Fallure to bund the truss In conformance with ANSI/TPI 1, or far he it, shbpine,
Installation 16 bracing of trusses,
A sent on this draws or saver pin listing this droving, indc.tes acceptane. of prof.sslarmlQ.
iq ysolely For P. design sham The sWtabelty and use of Ms drawing � Q ar P . DUR. FAC,
far any one y strticGre the regwdifl mcy of the BW ding Designer per ANSLnPI I Seen `� 0 A I D �+'
13389Laketront Drive
Earth City, MO 63045 er erue— note lnform.ti.n ... this�J. . go I notes 'pag. and the- eb Meae.,...... /W.!!llM��ff���17'/o-l.... ne ll�ltu .Aia` 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
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed,
Contact the truss manufacturer for any repairs that do not
comply with this detail..
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
secies as damaged member. Apply one scab per face.
Minpimum side member length(s) = (2)<L) + (B)
Scab member length (S) must be within the broken panel.
Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered,
Nall Into 2x6 members using three (3) rows at 4' o.c„ rows staggered.
Nail using 10d box or gun naps (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
.-1111 L L
4' o,c,
Typical ~
+ O + O + O + O
O + O + O + 0 +
—1 2' [--
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailst
0 = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Trile Row Staggered
Nail Spacing Detail
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
1 2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
4
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chordl
2x4
48'
3460#
1 3540#
4070#
4445#
Web or Chord
2x6
5165#
1 5280#
1 6095#
6660#
s
L
Hlydnun D
L D stance
L
Mn""'n
L Distance
B
L
L
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weVARN]fKiise READ AND FM OV ALL NOTES ON THIS BRAVD43
oDWORTAHTss FUMSH THIS DRAVH4 TO ALL CONITiMTORS DiCJZM THE INSTALLERS.
Trusses requW xtrene care in fabricating, h—dMG, cKpping, Instotuna and bracing. Refer to and
foHow the latest adltlon of BCST QuAdIng Corgwnent Safety Inforrwtbn, by 7PI arm SBCA7 for safety
actices prior to perfoming these functions. Instillers shoU provWe temporary lraM per BCSL
Unless noted otherwise, top chord shall have properly attached structural sheatHng an� botton char
chap have a properly attached Ngid ceiling, Locations shorn for permanent lnterol restraint of ebs
shall hove lu'oUng Installed per SCSI sections R3, B7 ar B20, as applicable. Apply ptates to each face
of truss and ppoosltlon as shown above and on the Joint Deto4s, uni s noted otherwise.
Refer to droNngs 16OA-i for standard plate positions.
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REF MEMBER REPAIR
DATE 10�D1�14
DRWG REPCHRD1014
AN fI VV ODMR4NY
D-e.cture
Earth CityeMOl630o6
Alpine, a dvlsion of ITV Building Components Group Inc shall not be responsible for any deviation from
this drawingany falture to bAd the truss in conformance Nth ANSLTPI 1, or for har.Ung, sNppkv,
installation L brocing of trusses,
A wed on this drawing or cover page Usrig Ws drawing. Indicates ..—Pt.— of Prafe-J-rdl
eng4ieerYg re>aonaB+4lttyy salNy far the design shown. lM siltabslty and use of tints WnsNg
for any st+r+!s fife responsIlAty of the Mcling Designer Per ANSI/TPI 1 See2
ALPINE, :.:Aa i°:cen °rPi`:.. ;m6bore� SECA, wwe.sbCl dustryorg IM web
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�A''Af�� AL, p�`'�``
SPACING 24.0' MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO� ILLER
f 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 OPTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CH❑RD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX,
- FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD -OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF--REQUIRED—BRACES,—SUCH—AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATI❑NS, ETC. IT IS NOT-POSSIBLE—T❑-DEVEL❑P_ A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE -THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VERSION OF ANSI/TPI.
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
L❑ADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX.
SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
mnTP'n ON THIS SHEET
I USE THIS DETAIL FOR,
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR BEARINGS AT ANY L❑CATION ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME.
I LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O').
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
N❑TEi FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION.
ISHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL C❑NNECTION.
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 (J❑INT SPLICE),
FIELD APPLIED I
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BL
- MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND
_8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
- VERTICALS MAY BE JOINED BY (2) 3z6 TRUL-OX PLATES WITH (4) 11 GAUGE
(0.120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE -OF --
TRUSS ATTACHED WITH 4 NAILS).
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
L❑NG'MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
VARNDXda READ AND FOLL13V ALL RITES RI THIS DRAVDVfd
oDPQtTANi�s F AN21 ndS DRAWING TD ALL CUKTRACMS DYIIJ M THE DISTALLaM
Trusses regWre aatrene care In fabricating, handli q shlppl g, InstalUno and bracing.R•Fer to and
folio• the latest erstlon of BCSI (B,dtling Canponent SoSety [nForentfon, by TP[ and SDCA) for safety
pprfa6ctic% prior to performing these functlons. Installers shall provide ter�parery 6radng per HCSL
Unless noted otherelse, top chord shall have property attached structural Shen and batten tla
shall have n properly attached r a celb,g. Locntbre[ shorn for permanent lateral restraint of •eb;
shall have Mn.1 Installed per BCSI sections H3, B7 or BID, os applicable. Apply plates to each face
of truss aM ��eedthn as shorn above and on the Joint Details. unless noted otherelse.
Refer to droehgs 16CA-Z for standard plate posllttlo .
AN RW CIDMPANY this�d-OV, vany Fulare to�bWld the -t—st In conFornance elth ANSUTPln� shall net be I p1, or for
foha SFr
Installation L broclnq of trusses.
A sent on this draehg or cover Pape UstLq this drawing, buicates acceptance of profesdoeal
rrspanskiULy solely for the design she— TM su1ta61hty ord use of this droebg
133811 Lakefront Drive far dme Is tlm responsFlttY of the BArLg Designer par NtSt/f 11 Sae2.
Ewlh Ciry,MOG3045 For nore Inforhaton see this Job's general notes page and these mob sites.
ALPDAS re•Aiotneitscmu TPp —toInst.orw, SBCN Yee.sbchdustrYorol ILO mooimsef—v
NE NS� �VI
Pi
vo
.�`�
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
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 f t 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,
NOTE: #2 is the minimum lumber grade allowed for all species,
NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections,
■■WWrANTo � TM nrr°Av�n� °NVL �+�roIs THIS MA anru Lfxs
\�
�: a �i•^ • �� •,'+�
TOTAL TOP CHORD
REF 2X4 SCAB ❑,H,
DATE 10/01/14
trusses requW wxtrme core In fab,kutig, handUnp, sl,fpphg, Inctnwng and lx-ncYig. Refer to and
follow the Infest etlKiari aF BCS[ ®uatltr+g Component Safety Infor,wtlan, by TPI and SBC,U for safety
BCSL
DENS -�
` g�' \
LOAD NOT TO
EXCEED 40 PSF
DRWG ❑HSCB2X41014
prnctices Pr'ar to perFornhg tMse .1( h ns, [nstallere shall provide ter�pornry brndnp per
Unl noted otherly top chord shall have properly attochfo structural ahea g on bottom chord
loteral
No
(DEAD PLUS LIVE)
shall hove n properly attached Ngkl ce4Nqq Locatbns shown fop permanent restraint of webs
11
have brachp Installed SCSI sections 83, 87 or 818, as applicable. Appiy piotes to each face
per
of truss and ppooeltbn ne shown above nrd on the Joht Detnlc, unleec noted otherwise.
Refer to drorinps 160A-Z for standard pt.te Positions.
Alpine, o dvN:lon of ITV BuAdnQ Components Group Inc shoU not be responsible for on devlotbn from
_ CJ qTE GF
"
AN ffWOOMPANY
t11s drnwhp, arty Fa11 re to buld the truss h conformance with ANS[/TPI 1, ar for handUrg, sNppInM
hstallatbn 6 hrochp of trusses.
A seal on this d-ehg or cover pope UsWg lids drnwhy hdkntes acceptulce of professional
enpheereg re y solely far the design dawn D a blllry and use of this drow4q
far anY stwchre the respanstdltY of the fiu8dng gasigner per ANSI/M I Sect.
'0
.Q /�,
,'® �4 W �`Q
y ` �, ,,.
N
DUR, FAC, 1.15/1.25
SPACING 24'
aTPi`:w:
fj (�
l4ya "QNr`�'
EadhCty MO 63045
ALPINE . vp pineltw.con mYc�o3al`SBCr.At sbcw�ia4o,ecS�ry rg,`icc"::wJccccn�fwarg
tt````!
f
I STRONGBACK BRIDGING REC❑MMENDATI❑NS I
BUTT STRONGBACK
BRIDGING TOGETHER
4'
'0' ATTACH SCAB WITH 10d BOX/GUN
4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT
SCAB 6' O.C.
NOTE, IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
N❑TEi Details 1 and 2
101
(2) 10d COMMON (0.148'x3.0') OR
BOX/GUN (0.128'x3,01) NAILS AT
TOP AND BOTTOM OF 2x4
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3>
10d COMMON (0d48'x3,0') NAILS
OR (4)10d BOX/GUN (0.128'x3.02
O
NAILS.
are the preferred attachment methods
ATTACH STRONGBACK TO O
WEB W/ (3) lOd COMMON
(0.148'x3') NAILS 0R
(4) 10d BOX/GUN
/ZD,128'x3.0') NAILS / A
STR❑NGBACK BRIDGING ATTACHMENT
STRONGBACK BRIDGING
SPACING REQUIREMENTS
Up to ID'
None re ulred
W to N
1 rm (At center of spW
2(' to W
2 ross a at each 1/3
V to 4V
3 rms a at each U4 )
Over 40
rms at 9 oc
ZATTACH STRUNGBACK
TO BOTTOM CHORD WI
(2) B10 - 3' SCREWS
ALTERNATIVES
All scab -on blocks shall be a minimum 2x4
°stress graded lumber,'
All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber,'
The purpose of strongback bridging is to
develop load sharing between Individual trusses,
resulting In an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown In
details, Is recommended at 10' -0' o,c, (max.)
The terms 'bridging' and 'bracing' are sometimes
mistakenly used Interchangeably. 'Bracing' is an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each Individual truss component. 'Bridging,'
particularly 'strongback bridging' is a
recommendation for a truss system to help
control vibration, In addition to aiding In the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
'bounce' or residual vibration resulting from
moving point toads, such as footsteps,
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore is strongly recommended
by Alpine.
For additional Information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information).
®HHAR100 a WAD MW MUM ALL !DIES ON TIM MAWM
eWFWARTa FW= 7= BRAWDD M ALL WMAC7BBS D1rJJ M TIM 9=01 MM
Trwthelaesdxnofa~
,Olu9 A,r ,,,
!,�frik,
TC LL PSF
REF STRONGBACK
s°O�°`r°i°s�s°`"Pascafes,foIle. testel BllsudIng ewa n77
5f FTV-1
TC DL PSF
DATE 10/01/14'
DRWG STRBRIBR1014
l`Cenahe'so�Installers °°ttel�ltrwise, chardhtwproopertached sruwa-.411Ma .Ocla,ard
imes
e a t
BC DL PSF
ti-P521
shalt have a property attached rlpkl ceu+p, Lxatims sham for perrmrmnt lateral restraint of webs
shalt have bractg Mtallad per BES[ secti�s B3, B7 ar BID, ns nsolk°1ia. A tppty dates t° each face
z V�
A ° w=
of truss andp;It as sham above and an the Jain Deftlts, urdess noted °ther�se.
Q a!
X
BC LL PSF
Refer to rtasinas 160A-Z for stardord plate posttlons.
pl"r
"w.OHIO r
IVdII1NGOMPMNY
rrV g rap
tfasMa.°4p�a"ny"'fa�Avrotobulld tlm°fro `cmFor rc:°ldM Art vr°IMsi°'rasrlb`f�farh ury dtrbsran"�ryf
�
Nasd�
TOT. LD. PSF
trlstaltatiDM V �Y'acft oR truseel.
S}iGµS
A seal an this drawblg or cover Pa LLatbq this d'awe1Q, V.Scates amptnrce of professional
e*W..e+w �salNy for t,e deafen ,lawn file suwfdgty aiw use of this o-abno
mns..mnsnazaierncamasaw
d - - •�
DUR. FAC. 1.00
13389 Lakefront Drive
Earth ,M063045
Car
far ary s4vcture b reapornidKy oP &AdkV BesbKr' per ANSI M 1 SecE
Far rare hfarra'tlan see this Job's general notes ord these web sft v
Pas.... 1 ►.w....., ,a,. __... �.� . ,mar. �.,�P`.P°�.._,,..... ,rn _�.r....a_,...,.
w. .--..-•-....--._-..----
SPACING