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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS
�Ea,ney 19900 Independence Blvd.
Groveland, FI 34736
ponents, tit one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 136DCS133
Printed: Fri, Oct 13 2017
-ron rnrormarion:
Address:
EORName and License Number
,uslomerName.,
Creekside Lot 133
)R Horton
8408 Cobblestone Dr
7escriplion:
city, Stare, Zip:
tEHB Hayden-2601 "D" OL OW
Fort Pierce, FL
L d " I f rmafion
ocrilly n o
Roof 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 Sid:
Wind Speed:
Bldg. Useage: Building Type: Wind Type:
FBC 2014 RES
ASIDE 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 # 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
B01GB 15 BO1 16
802
17
M2GB
18
Me 19 M6 20
Vi
21
V2
22
V3 23 V4 24
V5
25
ER
26
EJ2 27 EJ2A 28
BJ5
29
BJSL
30
BJ3 31 BJ3L 32
BJ1
33
CJ7
34
CJ2 35 LO1 36
L02
37
EJ3L
38
13J1L 39 WX 40
FT1
41
FT2
42
FT3 43 FT4 44
FT5
45
FT6
46
FT7 47 FT8 48
FT9
49
FT10
50
FT11 51 FT12 52
FT13
53
FT14
54
FT15 55 FT16 56
FT17
DI91ta11y sl9md by Manuel MuUn
- DN:GIS,o=l TMAAaS0Ws S
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Representative, oua`A AND EASSOCIATES
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Page 1 of 1
File COPY
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Job Number: 136DGS133 " Ply: 1 SEQN: 7468471 T10 / COMN
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: AH DRW.
Truss Label: A01 I Wgt: 200.2 Ibs / ... 10/13/17
iI
6'4"7 7'10" { 14.2"13 18'4" 22'5"3 28'9"7 30'3" 36'8"
64"7 1'6"1 I 64"4 4'1"3 4'1"3 644 1'6° 647
1
1
r 6'2"11 '12- 14'2"13 2Z5"3 24'8" 30'5"5 3V8"
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 too Udell 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 / 704 / 855 /- / 395 15.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 G 999 180 J 1474 1666 1786 / - / - / -
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.140 K - - B Min Brg Width Req = 1.8
Mean Height: 22.84 ft J Min B Width Re
� NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 r9 q = -
TCDL: 4.2 psf Bearing B is a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 9 g
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to hs TPI Std: 2007 Max BC CSI: 0.759
Spacing: 24.0 " C&C Dist a: 3.67 ft I Rep Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 1 Plate Type(s): A - B 27 0 F - G 1456 -2193
Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.01.0402.19 B - C 1548 -2797 G - H 1287 -2183
Lumber C - D 1244 -2218 H - 1 1261 -2222
Value Set: 13B (Effective 6/1/2013) D - E 1270 -2179 I - J 1608 -2817
Top chord 2x4 SP 41 E-F 1452-2191
Bot chard 2x4 SP #1
Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B - P 2443 -1275 M - L 2461 -1322
BracingO - N 2441 -1275 K - J 24644 -1322
(a) Continuous lateral restraint equally spaced on''. N - M 1502 -588
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better, s�
.
�b 1V Maximum Web Forces Per Ply (Ibs)
attached with 8d Box or Gun (0.113"x2.5",min.)nails -p4r e
6" oc. " 0 Webs Tens.Comp. Webs Tens. Comp.
o. 7
" P - C 274 -10 F - M 967 - 650
Tray Scab(s)
C-N 470 -586 M-G 409 -381
(1) 2x4x0-3-11 x SP #3 scab at each end. AttachE - N 410 -383 M -1 524 -606
scab to face of chord with: Nails Q 8" oc, plus cam
N - F 961 - 647 1- K 278 -14
additional nail clusters at: BRG.: (0), heel: (0), 1st J
panel point: (0). 0
4
Loading »
Truss passed check for 20 psf additional bottom �'�+ � 4A
chord live load in areas with 42"-high x 24"-wide e
clearance. �y
Wind 40 015ASi3 FF5f3 S.t3i] �B'Its tTi) 99 2E5
Member design based on both MWFRS and C&C. a4 lau1 as 9FF ' 0 87f 4& ar�yf rhaZE MnrtB
FS (FL. uc.C41101 on 6a claw Awwn abon udas D sri'i
�Nfenrcam�a�lm. -- ,
Brad ee�siasaae'tlds d�ss.^,x�zt min nar ecssstr�i?nraixtsd a�aia6
and 0h-&'Yti.,i avwicst3''a5 maczx4c nt t vs l.en aayyadectiank.
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DPjaWING!
"`IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceilmq 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. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinppComponents 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 drawing indicates acceptance of professronat 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.
y
Job Number: 136DCS133 ply. 1 SEQN: 676093 / T29I HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW.
Truss Label: A02 �'Wgt:235.21bs .. / ... 10/13/17
2 }' "4 2'97 30'336'8"864 43 1'8"847 10 42 T 924 _i
64"7
=5X6
1160 =3X6 =4X10 =3X4 =4X10 =3X6 1112X4
1' 62"11 5'9"5 2'2"12 4'1"4 4'1"4 2'2"12 59"5 82"11 1'
6'2"11 12' 142"1 18'4" 2254 24'8" 30'5"5 36'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: If
EXP: C
Mean Height: 22.50 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
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 #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Tray Scab(s)
(1) 2x4x0-3-11 x SP 93 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)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DeRICSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.137 E 999 240
VERT(TL): 0.315 E 999 180
HORZ(LL): 0.058 M - -
HORZ(TL): 0.133 M
Creep Factor. 1.5
Max TC CSI: 0.554
Max BC CSI: 0.574
Max Web CSI: 0.969
Mfg Specified Camber: ;
VIEW Ver: 16.01.01B.0614.20
No 04702
D STAGE QF
4001SA39FF5581BUBB, 7F4800992E95FB
rapt;Ifemkas@mscicsiesagedxalacaledtryiltaa x9l+ta tins
F.-gF.. Lk.9491M1 anfha data-,
z�df ertka33en ¢crJx.
:=v;utn5cs ad3esafsh9sd�� stsas not ccwkma9%4WiaM=.1ad
anb th¢ .1 ss9hentka2ieae ce9e mu�st�c�cr3fic{ tat scr7dttlra�
serlgs..
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1447 / 705 / 862 / - / 384 15.5
K 1447 /705 /862 /- /- 16.5
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
1498 -1972
B-C
15B7-2618
H-1
1311 -1961
C - D
1284 - 2000
I - J
1284 - 20M
D - E
1311 -1961
J - K
1587 -2618
E- F
1499 -1972
K- L
27 0
F - G
1156 -1455
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S 2283 -1268 P - O 1452 - 674
S - R 2280 -1268 O - N 2280 -1294
R - Q 2280 -1268 N - M 2280 -1294
Q - P 1452 - 659 M - K 2283 -1294
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S-C
285 -11
P-G
221
-192
C - Q
467 -624
G - O
798
-630
E - Q
421 - 380
O -' H
421
-380
Q - F
798 - 630
0-1
467
- 624
F-P
222 -193
J-M
285
-12
**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, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingf1 and bottom chord shall have a propperly
CCl7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or 61D,
. ADDIV plates to each face of truss and Dosition as shown above and on the Joint Details, unless noted otherwise. tlefer to
a division of
rfPI 1; or for h
acceptance
any structure
m this drawing,any failure to build the
eal on this drawing or cover page_ .
it the design shown. The suitability
SUTPI 1 Sec.2.
SBCA www.sbdndustry.com; ICQ. www.icesafe
Job Number: 136DCS133 Ply: 1 SEQN: 746849 / T16 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW.
Truss Label: A03 I Wgt: 233.8 lbs / ... 10/13/17
6'4"8 T10"�_ i 14'2"12 1 1T L 19'8" 1 22'S°4 1 28'97 T30'3"8 368"
6'4"8 1'6"1 I 6'4"3 T 2'9"4 I— F 2'94 6'4"3 1'6' i 64°8
=5X6
Fr 6'2"12 5'9"4 2212 4'1"4 4'1°4 2'2'12 59"4 6'2"12
6'212 12' 14'2"1 18'4" 22'5"4 24'8" 305"4
p
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 d
Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf. NA Ce: NA VERT(LL): 0.136 E 999 240
B 1449 / 706 1862 / - / 368 / 5.5
BCLL: 0.00 Enclosure: Closed I
Lu: NA Cs: NA VERT(iL): 0.316 E 999 180
K 1385 1667 / 793 / - / -
/ -
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.058 L - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00
HORZ(TL): 0.134 L
B Min Brg Width Req = 1.7
Mean Height: 22.50 It
NCBCLL: 1
Code I Misc Criteria CreepFactor. 1.5
K Min Brg Width Req =
.00 TCDL: 4.0 psf
I Soffit: 2.00 BCDL:5.0 psf �
Bldg Code: FBC 2014 RES Max TC CSI: 0.554
Bearing B is a rigid surface.
9 9
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 fti
FT/RT:20(0)110(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18 I
Plate Type(s):
A - B 27 0 F - G
1168 -1459
Wind Duration: 1.60 l
WAVE VIEW Ver: 15.01.01.0402.19
B - C 1589 -2622 G - H
1502 -1976
Lumber I
C - D 1288 -2004 H - I
1330 -1967
D - E 1314 -1965 I - J
1304 -2006
Value Set: 13B (Effective 6/112013)
E - F 1511 -1975 J - K
1649 - 2640
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
B - R 2286 -1328 O - N
1456 -702
liM-st
R - Q 2283 -1328 N - M
2302 -1358
Bracing
Q - P 2283 -1328 M - L
2302 -1358
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 60% length of I
rye,
P - O 1456 -710 L - K
2305 -1358
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 I
sue, $
!
��
047109 ow
Webs Tens.Comp.Webs
Tens. Coin
`
R-C 285 -11 O-G
221 -193
Tray Scab(s)
aceft. e
C - P 466 - 623 G - N
800 - 632
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
to face Nails 8"
pp
E - P 421 -379 N - H
419 -377
scab of chord with: @ oc, plus
BRG.: heel: 1st
d
-
P - F 798 - 630 N - J
521 -642
additional nail clusters at: (0), (0),
(0).
$TAT
F - O 224 -194 J - L
289 -15
panel point:
,
Wye
Wind
)
Member design based on both MWFRS and C&C.
-
41981'a list
SEMALAlt
40 01 SA39 €F 5B 8180 BB 7F 48 OU 93 2E ti5 FB
IM Item NKb"nakcss p icd wd pled by matwel kimthtet,,
Im£{�t.. i&.�8L9it Cti C?in 3t2 rvlt7e�ttaGsssm ar.3xi�a 59r$1
id311fEIit3iai4fiw3G.
tad z,�e�xrtfdds darracraf aria aiote�rssi�caad sf�namiand sraiad
ara6 thc�R-3 3c¢ntfca�accntem�t�zmJifacd msmga9�tra3k
4 raa�les:
`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen Safety Information, byV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryy
er BCSI. Unless noted olherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10,
cable. Appty plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
1.160
s 160A-Z for standard plate positions.
a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitbility
ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
info. fi— sue fhie inhle nn _1 —t— n —A fh—_h ckec`- At PIMP- u","u W., min- TDI- , Wn f n QPPA- w., r,vn- irr- .."."v,rr .
Job Number: 136DCS133 PIy;:1 SEQN: 7468601 T8 !HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 19.8 Ibs FROM: AH DRW:
Truss Label: A04 Wgtt 2/ ... 10/13/17
T10"fi 14'2"12 �15j 21'6" �44 ," 28'9"8 30'3"¢_ 368"
f 6'4"8 +1'6"1 8'4"3 9. 6'8" 9" " 6'4°3 T 1 B•T' 6'4"8
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 "
5X6
012X4 =3X6 a3X8 =3X4 =3XB EM6 IO2X4
5'9'4 2'2"12 4'1"4 4'1"4 2'212 59"4 6'2"12 1'
6'2"12 12' 142"1 18'4" 22'5°4 24'8" 30'5"4 36'8"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 22.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
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/l/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 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.,
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), list
panel point: (0).
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
DefllCS1 Criteria
PP Deflection in too Udefl U#
VERT(LL): 0.135 E 999 240
VERT(TL): 0.311 E 999 180
HORZ(LL): 0.059 M - -
HORZ(TL): 0.135 M - -
Creep Factor: 1.5
Max TC CSI: 0.569
Max BC CSI: 0.577
Max Web CSI: 0.710
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.19
40 01 5A93 FF 58 8180 8137F48 00 99 2E 95 FB
S?a7z itar^.cisasi���»amF�ct tzd'.sa9ed�q B�aauti 44art1xua,
ekL. t€s..rtE3t asr t$3cSYa3c ahstvreaha tx�n�.a5d?3
akcnt�at�aaatdn.
wl. lhv ani3iateasrra9emmtkaaV94d6%a pd'xttmr
czaim
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1447 / 707 / 868 / - 1344 15.5
K 1447 1707 / 868 / - /- / 5.5
Wind reactions based on MWFRS
B Min Big 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
1- 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
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S-C
284 -10
P-G
203
-173
C - Q
461 -619
G - O
732
-652
E - Q
468 - 348
O - H
469
- 348
Q - F
732 -652
O - J
460
-619
F-P
203 -173
J-M
284
-12
**WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Aire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, byy TPI an SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary
- BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 61 D
le._ Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to
a division of
'TPI 1; ortor h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
)For more information see this lob's general notes papa and these web sites: ALPINE: www.alpineftw.com; TPI: www.tpjnst.org: SBCP: www.sbdndustry.com; ICC: www.tocsafe.ora 1
Y
Job Number: 136DGS133 I Ply: 1 SEQN: 7468511 T151 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 7'10"9 14712 115I 21'8" 2't,�l3 28'9"8 30'4"1,0 3, ff
64°7 r1'6"1 1 64"3 {9°4 6'8""13 6'3"11 , 1'7"1 6'3"6
_-5X6
912X4E F a r8G H 1112X4
12
6 '�13X6
� g3X6D l
03X40 J�3X4
ao
(a) (a)
=4X a )
B Km4X6(A2)
R Q P O N M L
N2X4 a3X6 aM8 a3X4 =3X8 a3X6 102X4
6'2"11 5'9"5 22"12 4'1"4 4'1"13 2'2"3 5110"6 6'1"10
6'2"11 12' 1471 IN 22'5"13 24'6" 30'6"6 36W
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 Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.134 H 999 240 B 1449 / 7p8 / 868 / - 1328 15.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.312 H 999 180 K 1385 1670 / 799 / - / - / -
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: CMean Height: 22.00 ft HORZ(TL): 0.136 L - - B Miri Brg Width Req = 1.7
9 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req =
NCBCLL: 2. 00 TCDL: 4.2 psf Bearing B is a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 9 9
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.562
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 9.00I 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 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 - I 1360 -1972
Value Set: 138 (Effective 6/1/2013) D - E 1356 -1967 I - J 1334 -2013
E - F 1565 -1964 J - K 1676 - 2645
Top chard 2x4 SP #1
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 - 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 ` , P - O 1630 -873 L - K 2310 -1384
member. Or 1x4 "T" reinforcement. 80%length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nai1s a Maximum Web Forces Per Ply (Ibs)
@ 6" oc. Webs Tens.Comp. Webs Tens. Comp.
R - C 284 -10 O - G 204 -173
Tray Scab(s) AW C - P 460 -619 G - N 737 -652
(1) 2x4x0-3-11 x SP #3 scab at each end. Attach E - P 468 -348 N - H 467 -350
scab to face of chord with: Nails @ B" oc, plus p - F 731 -652 N - J 513 -638
panel point: (0).
additional nail clusters at: BRG.: (0), heel: (0), 1st F - O 205 -173 J - L 287 -13
e
Winde
Member design based on both MWFRS and C&C. ,
s #all
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thuZIAwalvdbyWY4=1Martl=4
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ashen sic.
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aa+E etseaaseitca5ar�sszal�eaurtaamsifl-.wxa�micctrmr....
sins:.
*`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow'the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) r sa>Pety practices prior to performing these functions. installers shall provide temporary
bracing per Spunless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
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 Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group III
c. shall not be responsible for any deviation from this drawing any failure to build the
I.
in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of profession engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the re,'sponsibility of the Building Designer per ANSIITPI 18ec.2.
Job Number: 136DCS133 PIy,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
"9 13} + 3037 34"9 7 584I8677 64% 1112X4
112X4 =4X6=3X4 =3X8 =3X4=4X6 112X4
F1' 6'2"13 5'9"3 1' S'4" 5'4" 1' 5'9"3 6'2
6'2"13 12' 13 18'4" 23'8" 24' " 30'S"3 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 Udell U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.138 E 999 240
B 1447 / 709 1868 / - / 303 15.5
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.318 E 999 180
H 1447 / 709 1868 /- /-
16.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.058 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C_
HORZ(TL): 0.134 J - -
B Min Brg Width Req = 1.7
NCBCLL: 10.00
Mean Height: 21.50 ft
Code / Misc Criteria
Factor1.5
Creep.
H Min Brg Width Req = 1.7
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.476
Bearings B & H are a rigid surface.
9
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Sid: 2007
Max BC CSI: 0.488
Spacing: 24.0 "
C&C Dist a: 3.67 it
Rep Factors Used: Yes
Max Web CSI: 0.584
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
GCpi: 0.18
Plate Type(s):
A - B 27 0 E - F
1430 -1924
Wind Duration: 1.60
WAVE
VIEW Ver: 15.01.01.0402.19
B - C 1634 -2597 F - G
1406 -2072
Lumber
C - D 1406 -2072 G - H
1634 -2597
D - E 1430 -1924 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 #1
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "1313"
uses design values
B - P 2260 -1319 M - L
1777 -971
approved 1/30/2013 by ALSC
P - O 2257 -1319 L - K
2257 -1351
O - N 2257 -1319 K - J
2257 -1351
Wind
o
N - M 1777 -939 J - H
2260 -1351
Member design based on both MWFRS and C&C.
-
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
No- 0471 82 IV
P-C 252 -10 M-F
265 -192
-
C - N 422 - 532 F - L
425 -194
;.
D - N 425 -195 L - G
421 - 532
D - M 265 -193 G - J
252 -12
E - M 233 - 270
40015A38 FF 58 811?t`3 BS 7F 00 992ER5 FB
a"ta4 i8err'eraa �leii7sre4aro-�;.u�im&rfag PAa�.av«3 wartirrzs�
r�(Et...e&e.�a�tmar tflax�3$s sikswtsahseaaaz�n�ssi#+2 -.
aet#err�ns�ie-
�Saecixscae#�: dncurxsm�a�ae- ds4;��:ar+slimig�
s,.e dhc. �,ak�srtua�wncafle museisx+srN�:J-sm>�^etectre�•
zx�ios:.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide tempostryy
bracing ner BCSI. Unless noted otherwise,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 bracingp insfailed per BCSI sections 63, 67 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awtng or cover pa e_ .
listing this drawing, indicates acceptance of professfona 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 ANSI1TP11 Sec.2.
For more information see this iob's general notes page.and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM wwmicesafe.orizi
[ 7
Job Number: 136DCS133
Ply: 1
SEQN: 746853 / T141 HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Qty: 1
FROM: AH
FDRW:
Truss Label: A07 I
Wgt: 201.6 Ibs
/ _..
10/13/17
I
6'4"9 13' t8'4° 23 'a" L 30'3"7 36'8"
+
i
6'4"9 67°7 5'4" 5F 67`7 + 6'4"9
i12X4
Dm5 B E m5 F
T 12 0
I 6
b g3X4C
r0
C' @3X4
�
1 B
=4X6A(A2) i
H=4X6(A2)
O
N M L K J
I
t12X4
46 m3X4 o3X8 =3X4 m4X6
1112X4
6'213
5'9'3 1' 5'4" 5'4" 1'
5'9"3 6'2"13
6'2"13
12' 1T 18'4" 23'8" 24' "
30-5"3 W.
Loading Criteria (psf) Wind Criteria R 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 too Udell U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph Pr NA Ce: NA VERT(LL): 0.137 E 999 240
B 1449 1710 / 868 1- / 287 15.5
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.319 E 999 160
H 1385 1672 / 799 I - / -
/ -
BCDL: 10.00 Risk Category: 11 j Snow Duration: NA HORZ(LL): 0.058 1 - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00 HORZ(TL): 0.135 1 - -
Mean Height: 21.50 ft
B Min Brg Width Req = 1.7
Code / Mist: Criteria Cree Factor. 1.5
NCBCLL: 10.00 TCDL: 4.2 psf P
H Min Brg Width Req =
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485
Bearing B is a rigid surface.
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 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 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 "13B" 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 - I
2280 -1391
Wind X
Member design based on both MWFRS and C&C. '
M - L 1780 -1006 1- H
2283 -1391
; e•
.:.. %
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
No 04. 71
O- C 252 10 L- F
265 192
C - M 421 - 532 F - K
428 - 200
D - M 424 -194 K - G
446 - 551
ir
D - L 268 -194 G - 1
256 -15
$A
E-L 235 -270
o.
SERIAL*
4001SA88FF5681808137F4800992E85FR
mullatrta�c�ti¢rmniu s�neussd:a fad byFAW— Ltariin
n(c1. Lk.94na2i mot dam shaww mbou Wng a SHirl
ara3henaca#e�smse.
� aC;E Xr2":3%Rrv'x auLrlCntxat�riCMlCnul EHI MTfifi@K�tYt �i'�Ctrttlf$:-
LIIyiCS..
"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
fr to these functions. Installers temporary
Component Safety Information, by TPI ana'SBCA) safety practices prior performing shall provide
bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 Joint Details, unless noted otherwise.
(2efer to
drawings 160A-Z for standard plate positions.s
Inc.
Group I
Alpine, a division of ITW Building Componentshall not be responsible for any deviation from this drawing,any failure to build the
installation bracing trusses.A this drawing
truss in conformance with ANSI t i PI 1, or for handling ;shipping, and of seal on or
listing this drawing indicates acceptance of professiona engineeringg 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 ANSI/TPI 1 Sec.2.
t
Job Number: 136DCS133 PIy;,,1 SEQN: 746854 / T6 / 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
6'4"9 11' 18'4" 25'8" + 30'37 } 36'8" {
6'4"9 47'7 7-4" T4" 47"7
T
0
1112X4
82X4=3X4-4X6 =3X8=4X6i3X4 912X4
6'2"13 4'9"3 1' 6'4" 6'4" 1' 4'9"3 6-2.13
6'2"13 11' 12 18'4" 24'e" 25' " 30'S"3 36'8"
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 Lldefl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
PY NA Ce: NA
VERT(LL): 0.156 E 999 240
B 1447 / 712 / 861 / - / 263 15.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.360 E 999 180
H 1447 1712 / 861 ! - / -
/ 5.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.057 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.132 J - -
B Min Brg Width Req = 1.7
NCBCLL: 10.00
Mean Height: 21.00 ft
Code / Misc Criteria
Creep Factor. 1.5
H Min Brg Width Re - - 1.7
q
Soffit: 2.OD
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.553
Bearings B & H are a g
s rigid surface_
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 ft
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 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
Value Set: 13B (Effective 6!1l2013)
D-E 1654-2312 H-1
27 0
Top chord x4 SP #1 SP #1
Bot chord 2x4
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords
Tens. Comp_
Lumber value set "l38"
uses design values
B - P 2229 -1321 M - L
1922 -1090
approved 1/3012013 by
ALSC
P - O 2227 -1321 L - K
1922 -1090
1))
O - N 1922 -1058 K - J
2227 -1353
Wind
Member design based
both MWFRS C&C.w
N - M 1922 -1058 J - H
2229 -1353
on and
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
s
P-C 191 -12 M-F
490 -341
+
C - O 319 - 370 K - G
318 - 370
D - O 399 -192 F - K
399 -191
D-M 4W -341 G-J
191 -14
' *
STATE OFg.
E - M 378 - 439
.,:
40015A39FF5891BOBBW4900992E95 Fla
rfSifG ItCttt 9'a3L5eeiY @ICiSffG1$GY (B EEf '.wdwaled b'r13S jriAAFw=,
s"°k(FL.itc. �RYi52jssrrti�cda22�hawmaL^�s�udrgasN�•H.
as.tit emt'icastea� xxr9a.
Pt�tndc�:raiif3s dc+�zr€rtare r�stcaxis#�ed s%naf �� sealed
and the ,St a0habti atLtAcode mwk tm vedfW m mydectrork
cmclux..
"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) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/1 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 9�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this lob's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: w "cindustry.mm; ICC: www.iccsafe.org
Job Number: 136DCS133
Ply: 1
SEQN: 676125 / T13 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Qty: 1
FROM: AH
DRW:
Truss Label: A09 !
Wgt: 193.2 Ibs
/ ...
10/13/17
I
1
L 6'4°9 L 11' L 18'4" 1 25'8"
F
30'3"7
f 6'4"9 4�7°7 i 7.4" T 7'4" I'
4W7 + 6'4"9
1
112X4
Da E F
— =
T 12
T
6
ro 03X4C I `
G �3X4
b i
I �3X6�A7)B E
11 32
=3X6(A1)
H
O C N M L K J
1
1I
112X4 I m3X4m4X6 =3X8 mUl3m3X4
112X4
6
L1' 6'2"13 4'9"3 1' 6'4" 6'4" 1'
4'9"3 62"13
f 6'2'13 1I1' 12' 18'4" 24'8" 25'
i
I 1
30'5"3 368"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) De@/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 , Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph f Pf: NA Ce: NA VERT(LL): 0.155 E 999 240
B 1449 1713 / 861 I - / 247 15.5
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: 11 Snow Duration: NA HORZ(LL): 0.057 1 - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.133 I - -
Mean Height: 21.00 ft
B Min Brg Width Req = 1.7
Code I Misc Criteria CreepFactor. 1.5
NCBCLL: 10.00 TCDL: 4.2 psf
H Min Brg Width Req =
2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554
Bearin B is rigid surface.
g a g
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.568
Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.532
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft Ff/RT:20(0)/l0(0) Mfg Specified Camber:
Chords Tens.Comp. Chards
Tens. Comp_
GCpi: 0.18 P Plate Type(s):
A - B 27 0 E - F
1673 -2319
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20
B - C 1654 -2573 F - G
1519 -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 #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 - 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 )6 ..
M - L 1925 -1125 1- H
2253 -1393
Member design based on both MWFRS and C&C. wek
ea
'r•�
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
e
O-C 191 -12 L-F
488 -334
V e
C - N 318 - 370 J - G
331 - 389
are
A
D - N 399 -191 F - J
403 -197
+e
.',
D - L 493 - 343 G - I
196 -19
STATE
E - L 379 - 439
.
vu
541
SEWLA
40015A38FF5B81808137€+ 00992E85rF8
p btzlcitamiutatsetsela s ncdaidualddbyma;� lmarmas
n (4. us.0s7MI onthe a m shown Abmro trAni; a stiA•l
I aL'}tfant'xFatfaTA &mdLS,
P.9atad ecp�nafdsc dncaxa�Am not c=zl ed sf8=4=d sa hd
and ft_-%.• anC;ca crz 9a mtcc bg gbd an aoydactm Ac-
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
these functions. Installers temporary
Componen[ Safety Information, by TPI anr7'SBCA) r safety practices prior to performing shall provide
bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise.
B3, B7 or B10,
(2efer to
drawings 160A-Z for standard plate positions.
pine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for. any deviation from this drawing any failure to build the
1, for handling,j installation bracing trusses.A this drawing
tr or shipping, and of seal on or
truss in conformance with ANS101
listing this drawing,indicates of engineering responsibility solely for the design shown.
cover page
The su" bility
acceptance professional
Designer ANSIITPI 1 Sec.2.
and use of this drawing for any structure is the responsibility of the Building per
For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.cDrn; TPI: www. inst.o � SBCA: www.sbcindu .com; ]CC: www.iccsafe.orq
f )
Job Number: 136DGS133 PIy:,1 SEQN: 676087 / T2 / HIPS I
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' ts2"2 } 1_7 zra"z z7'a" h 3054 f 3sa• ,
62"12 2'9"4 82"2 3'1"14 3'0"2 VY14 2'9"4 6'2"12
-5X8 012X4 m3X6 es3X4 Z�i5X8
D E F G H
T 12
6 F,;- IlzxaD l 192x4
o
1 �3X6dA1)B J=4X6(A2) I�
K
e X4 1112X4 m4X6 m3X8 o X4 m4X6 I112X4 o X4 �-
1' 6'4"a 2'9"4 2'10"4 3'2"2 8'5"8 3'0"6 2'10"4 2'9"4 6'4"8
8'4•a 9'1"12 12' 15'2"2 21'7"10 24'8" 27'6"4 30'3"8 36'8" 2
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): 0.186 E 999 240
B 1445 / 774 / 850 / - ! 247 / 5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.426 E 999 180
J 1505 / 817 / 919 / - ! -
15.5
BCDL: 10.00
Risk Category: II
Snow Duration: 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
NCBCLL: 00
Mean Height: 20.25 it
Code / Misc Criteria
CreepFactor. 1.5
J Min Brg Width Req = 1.8
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.523
Bearings B & J are a rigid surface.
9 g
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2007
Max BC CSI: 0.526
Spacing: 24.0 "
C&C Dist a: 3.67 it
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)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp_
GCpi: 0.18
Plate Type(s):
A - B 27 0 F - G
185B -2698
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.01B.061420
B - C 1638 -2558 G - H
1849 -2678
Lumber
C - D 1755 -2499 H - I
1737 -2464
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
Webs 2x4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp_ Chords
Tens. Comp.
Lumber value set "138"
uses design values
approved 1 /3012013 by ALSC
B - S 2219 -1262 O - N
2039 -1158
ry1
2045
LI
Wind
R - Q 2048 -1121 M -
2036 -1157
Member design based on both MWFRS and C&C.
',
r wt
Q - P 2D48 -1121 L - J
2191 -1310
a�
P - O 2700 -1558
g►.
.
7
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
e
C - S 275 -214 G - O
319 - 357
S - D 320 -304 O - H
799 -534
"•
D-R 175 -16 M-H
D P 807 H L
171 -31
284 270
a
- -532 -
E P 308 350 L I
258
x
- - -
-195
� .I. ,
.! ,_'
P-G 92 -84
40 015A38: FF 5B S4 B0 BB 7F48 00 99 2€ 95 FR
MU Itemliaatse &lector •s?c �sFhmed=di&alod by Var�lmart
ac33tentkax�tae.
aTafsted er ti sc5dre dncexrstaaac not emasi3—d 4wdartdz hd
snd tir--�,.t2 aa.�en�sa4:r�c�da n�s[�medfd��gr�octmrak
tat..
"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 and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted otherwise,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 bracingQ inslalled per BCSI sections B3, B7 or 810,
as applicable. Apply gates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to
drawings 160A-Z for sfandard plate positions.
Alpine, a division of IT W 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 drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suit -ability
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 pacle and these web sites: ALPINE: www.al ineihv.com; TPI: www. insto ; SBCA www.sbdndu .com; ]CC: www.imsafe.ong
Job Number: 136DCS133 I Ply: 1 SEQN: 6317611 T3 / HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: JAH DRW:
Truss Label: Al I Wgt 198.8 Ibs .. / ... 10/13/17
11
4'9"4
24'0"12
7'3"12
=3X4 =5X6
31'6" 367
T7'4 5'
h1' 9' 3'8" 39'8 77"4 8" 6'11'4 5'
51 12'8" 16'5'B 24'0"12 4' 12 31B" 36'8"
1
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 20.51 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: 3.67 ft I
Loc. from endwall: not in 9.00I ft
GCpi: 0.18 I
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
i
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
(*•) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning 9
requirements.
Tray Scab(s)
(1) 2x4x0-3-11 x SP #3 scab at right end_ Attach
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1st
panel point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf: NA Ce: NA
VERT(LL): 0.185 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.430 E 999 180
Snow Duration: NA
HORZ(LL): 0.051 1 - -
HORZ(TL): 0.118 1 - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.635
TPI Std: 2007
Max BC CSI: 0.651
Rep Factors Used: Yes
Max Web CSI: 0.950
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.01B.0614.19
4001E 3EiFF5B8180138?F4800992E35FB
3laitfiamlwtisi�ccn clan '�nsdsmatad 6y rAaamsxl t�ariz,
n (FL. UC.C47=21 on OadaYu shown atom trIng a 5NA.1
azsthencka.3icr�a.
�tadx�f;"}�zs ao:ca�3�a n+rtcx�sttvmd st`yss€�snaind
arae klans 2au�en�a9s"easr�e mvntbcaxri(ted rm auyrc7e~trar�
11
'4X4(R)
T 7
�1
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1454 / 786 / 868 / - / 177 / 5.5
1 1380 /748 1713 /- /- /-
Wind reactions based on MWFRS
B Min Big Width Req = 1.7
1 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 E- F 1806 - 2572
B - C 1719 - 2594 F - G 1807 - 2572
C - D 1602 -2378 G - H 1079 -1579
D - E 1946 -2795
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp_
B - O 2265 -1558 L - K 1370 - 884
O - N 2092 -1349 K - J 1370 - 884
N - M 2092 -1349 J - 1 10 -12
M - L 2813 -1798
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - O
240 -198
F - L
353 - 415
D - O
371 -117
L - G
1401 - 884
D - M
823 - 5W
G - J
349 - 415
M - E
312 - 281
J - H
1469 - 942
E - L
190 - 283
H - I
954 -1345
**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 (shippping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
f Safety Information, bV TPI ancl'SBCA) f0F,safety practices poor to performing these functions. Installers shall provide temporary
BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppeD{r y
Tlid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
e'. AooTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
a division of
rf Pl 1; or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover pane
to design shown. The suitability
y
I Truss Label:Hayden
--26201 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Wgt 217.0 Ibs I FROM: JAH 03 / T36 /HIPS I DRW. 10/13/17 I
fi
7'
T
12'1010 18'4" 23'9"6 298 36'8"
5'10"10 5'5"6 5'5"6 5'10"10 T
m3X4 m5X6 m3X4 m5X8
1' T1"12 4'10"4 .7" 5'8°14 5'8"14 i7"� 4'10"4 T1"12 2,
�'i 7'1^12 + 12' 12'7"2 18'4^ + 24'0^14 LF4I+ 36'8" } '�
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 19.75 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 611/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Lumber value set "136" 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.
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
Pa: 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 / - / - / -
Lu: NA Cs: NA VERT(TL): 0.639 E 682 180 H 2942 11567 / - / - ! -
Snow Duration: NA HORZ(LL): 0.059 C - - Wind reactions based on MWFRS
HORZ(TL): 0.137 C - - B Min Big Width Req = 1.7
Code / Mise 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
/ 5.5
/ 5.5
T
1
Rep Factors Used: No
Max Web CSI: 0.496
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
Plate Type(s):
A- B 13 -11
E - F
2067 -4048
WAVE
VIEW Ver: 16.01.018.0614.20
B - C 1497 -2896
F - G
1873 -3670
C - D 1877 - 3672
G - H
1485 - 2887
D - E 2067 - 4048
H - 1
23 - 24
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp_
B - P
2559 -1311
M - L
3717 -1908
P - O
2573 -1314
L - K
2563 -1302
O - N
2573 -1314
K - J
2-163 -1302
N - M
3719 -1911
J - H
2550 -1299
�a
04'
Maximum
Web Forces
Per Ply (Ibs)
io
Webs
Tens.Comp.
Webs
Tens. Comp.
No..
C- P
333 -76
M- F
393 -189
C - N
1293 - 662
F - L
416 - 565
tr
N - D
413 - 562
L - G
1301 - 672
e
D- M
390 -185
J- G
327 -67
E-M
269 -304
STAVE
40015A 38EF589180B5 7r +1800992E95FB
rtHic Item e{Gzasun4cagsi�ncd'srd^:ealed%y 7Aaa�a�8 aAartinss.
2E(I11. t£e."ZIN2,1 antha datc ahae�n ate is ing a stt&-i
aathwara+.umscda.
a latcdcs afdirdaararrcarmnatcassvra sdst uusiand:rslmd
and camydectank
Carus..
`"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[Safety, Information, bV TPI and`SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall'have a propperly
l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610,
le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
60A-Z far standard plate positions.
a division of
TI'I 1; or for h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
I , '
Job Number: 136DCS133 I Ply: 2 1 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: Al I Wgt: 219.8 Ibs .. / ... 10/13/17
T I T10"10 I 20'4" + 26 98° .6 + 33 + 36 8°
T 6'10"10 6.5°6 6'5°6 6'10"10 3'
=3X4 =5X6 =4X4 =5X74
12 C'mfX8s D E F G
6 p
n P
012X4
h1 7'112
T1°12
O N M L K
=4X6a4X6 =3X10 =5X6 m4X10
5'6°4 11" 6'8'14 4'4' 2'6'6
12'8'2 20'4" + 24'8" f' 2T2°1
®4X6 T
T
J I
� 1
�Uii 1113X10
6'5"10 1
33'8" 36'8"
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pg NA Ce: NA
VERT(LL): -0.351 E 999 240
B 3380 / 2077 1- I - l -
/ 5.5
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.751 E 583 180
1 3387 / 2121-
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(TL): 0.159 C - -
B Min Brg Width Req = 2.0
NCBCLL: 0.00
Mean Height: 20.01 ft
Code / Misc Criteria
Creep Factor. 1.5
P
1 Min Big Width Req = -
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 5.0 psf
�
Bldg Code: FBC 2014 RES
Max TC CSI: 0.953
Bearing B is a rig id surface.
9 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 ft
Rep Factors Used: No
Max Web CSI: 0.932
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 13 -11 E - F
2894 -4636
Wind Duration: 1.60
WAVE
VIEW Ver: 16.01.018.0614.19
B - C 2134 -3445 F - G
2268 -3628
Lumber
Hangers / Ties
C - D 2766 -4444 G - H
1030 -1641
D - E 2894 -4636
Value Set: 13B (Effective 6/1/2013)
(J) Hanger Support Required, by others
Top chord 2x4 SP #1
Wind
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Wind loads and reactions based on MWFRS.
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "13B" 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
;
N - M 4484 -2802 J - 1
3 -2
Nail Schedule:0.128"x3", min. nailsea»sarxr�
�Q$
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
`ffi
Maximum Web Forces Per Ply (Ibs)
Tens. Camp.
Webs : 1 Row @ 4" o.c.►
Webs Tens.Comp- Webs
p'
p"
Use equal spacing between rows and stagger nails..
4718
C - P 392 -89 F - K
693 -901
in each row to avoid splitting.
' ,lie
C - N 1556 -995 K - G
2447 -1527
Special Loads M
e
,.
N- D 435 -477 G- J
557 -725
1. /Plate
mot,
�
D - M 173 -105 J - H
1741 -1090
-(Lumber
� .
E - M 333 - 344 H - 1
1068 -1698
56 pff t -1 56 plf a.=1. 7.
TC- From 56 plf at -1.00 to 56 plf at 7.00,
TC- From 28 plf at 7 00 to 28 n[f at 33 67
T �e
M - F 1060 -646
TC- From 28 plf at 33.67 to 28 plf at 36.67 A • *e ' 1
BC- From 4 pif at -1.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 7.03 4. `
BC- From 10 plf at 7.03 to 10 pif at 36.67
TC- 339 lb Conc. Load at 7.03 3 1 .
TC- 171 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 SWIMAL,,
33.06,35.06 40015A38 FF5591811387F4800992E85FB
BC- 538 lb Conc. Load at 7.03 wxl ¢afadby rAmrunx]W tlr=,
BC- 127lb Conc. Load at 9.06,11.06,13.06,15.06. PE(n.•ue•a4 sz{oathmd nawna s� gasxxa
17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 almnliraabs¢�a.
33.06,35.06
2a�tmdcr4i�acd'tPsbs uta:ra�sinrm a�roa and �nadar,9 �calad
asaar tt�.�",s-:ts,.T autl�aa,ttracce8r rn�sr:Du �s�df�t eae aoydactrm -
r�!ns.
"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 jshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anr7'SBCA) foe safety practices prior to performing these functions. installers shall provide temporaty
bracing per BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face. of truss and position 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 Buildin!!��Components Groupj Inc. shall not be responsible for any deviation from this drawinA any failure to build the
truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this rawing or cover page•
listing this drawingg indicates acceptance of pro essrona engineering responsibility solely for the design shown. The sui bility
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; ICC: www.iccsafe.oni
tlM
i
Job Number: 136DCS133 Ply: 1 SEQN: 676089 / T9 / GABL
4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW.
Truss Label: B01GB Wgt: 64.4lbs .. / ... 10/13/17
7' 14'
7' 7'
3 1(TYP) E=4X4
M L K J I
i 14'
1,
14'
14'
1
Loading Criteria (pst) Wind Criteria
Snow Criteria (Pg,Pt in PSF) Deft/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00 Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell L/#
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 / 47 140 /- / 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 ft
NCBCLL: 10.00 TCDL: 42 psf
Code / 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 Sid: 2007 Max BC CSI: 0.070
Chords Tens.Comp. Chords
Tens. Comp.
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.098
A - B 27 0 E - F
270
-52
Loc. from endwall: Any
FT/RT:20(0)/l0(0) Mfg Specified Camber:
B - C 74 -61 F - G
192
-68
GCpi: 0.18
Plate Type(s):
C -D 177 -52 G - H
88
-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
-66
Lumber value set "l3B" uses design values
L - K 149 -55 I - H
133
-59
approved 1/3012013 by ALSO
Plating Notes
All plates are 2X4 except as noted."
4
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
��+ #
C M 232 J F
305
Wind
,-�beff �,
- -129 -
D-L 310 -119 1-G
329
-115
-142
Member design based both MWFRS C&C.
ss
E - K 13 -75
on and
Additional Notes*.
See DWGS A1603DENC101014 & GBLLETIN1014 for
WA MW
Am
gable wind bracing and other requirements.
STATE OF
40 01 5A 39 FF 5B 81 BOBB 7F48 00 99 2E 85 FB
ThUltam'has raaanMartKm
?E (zi.. tk.CSr393f an Na daxsshna a abwm rring a S"'I
aicntscaS�at sx�fe,
fired cra ziasrs3cfun darfanerAareart czrnid=d slot and: lad
aM ttw:S: cnaWdMmrrk.
cmi=
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wire 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 safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per SCSI sections B3, B7 or B10,
e. AppTy Agates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. hefer to
60A-Z for standard plate positions.
a division of
i i'i 1, or Torn
acceptance
any structure
failure to build the
g or cover page
vn. The suitability
Job Number: 136DCS133
I
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
Wgt: 105.0 Ibs
/ ...
10/13/17
7'
12' 15'10"
21W i
7'
,
} 5' r 3'10"
Cm4X4
T 12
T
6 F,;-
r
M
o
%SX10(SRS) 1112X4
D E
=6X8 F
h
(a)
v
=3X4(A1)B
M
C'-3X4(A1)�
1 A
H
L K J
I
=6X6 W2X4 =6XB
1112X4
T1"12
5' 3'8"4
J.T1"12
3'8"4 2'1"12
1,
12'1"12 1510"
19'6"4 • 2118"
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 U#
Loc R / U / Rw / Rh / RL
1 W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.304 D 843 240
B 889 1550 1- 1- 1-
/ 5-5
BCLL: 0.00 Enclosure: Closed i
Lu: NA Cs: NA VERT(TL): 0.685 D 374 180
G 915 / 571 / - 1- / -
/ 5.5
BCDL: 10.00 Risk Category: II
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 ft
NCBCLL: 00
Code / Misc Criteria CreepFactor. 1.5
G Min Brg Width Req = 1.5
TCDL: 4.2 psf
2.
Soffit: 2.00 BCDL: 5-0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.406
Bearings B & G are a rigid surface.
9 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 9.00 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: 16.01.01 B.061420
B - C 840 -1361 F - G
928 -1584
Lumber
Tray Scab(s)
C - D 824 -1363 G - H
27 -25
D - E 1914 -3264
Value Set: 13B (Effective 6/1/2013)
(1) 2x4x0-3-11 x SP #3 scab at right end. Attach
Top chord 2x4 SP #1
scab to face of chord with: Nails @ 8" oc, plus
additional nail clusters at: BRG.: (0), heel: (0), 1 st
Maximum Bot Chord Forces Per
Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3
panel point: (0).
Chords Tens.Comp. Chords
Tens. Comp -
Lumber value set "l3B" 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
M
K-J 4010 -2361
Bracing
Who
(a) Continuous lateral restraint equally spaced onaceod*gar
member. Or 1x4 7" reinforcement. 80% length of
!ilk
Maximum Web Forces Per Ply (Ibs)
Same species & SRB or better,
-
Webs Tens.Comp.Webs
Comp -
Tens. Coin
web member. grade
web
with 6d Box or Gun (0. 1 13"x2.5",min.)nails
*+
C - L 788 -332 E - J
194 -196
@ 6" oc.
0 ' **No 041162L
- D 1716 -2890 J - F
1944 -1157
*
D-K 121 0 I-F
104 0
Special Loads
w'
D - J 463 -774
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
►
TC- From 56 pif at . -1.00 to 56 plf at 7.00';-
TC- From 56 pif at 7-00 to 56 pff at 12.00,
TC From 56 at 12.00 to 56 at 15.60'
STATE OFe
plf pif
TC- From 28 pif at 15.60 to 28 plf at 19.67
10 % '
TC- From 56 plf at 19.67 to 56 pif at 22.67
°m 4W
BC- From 4 plf at -1.00 to 4 pif at 0.00
lf at 0-00 to 20 if at 15.60
BC- From 20
BC- From 10 pIf 15.60 to 10 plf 21.67+
at at
BC- From 4 pif at 21.67 to 4 pif at 22.67i
L*
TC- 33 lb Conc. Load at 15.60,17.60 `
TC- 51 lb Conc. Load at 19.64 !
40'015A.38 FF 5B 8180 BB 7F 48 00 89 2E S5 Ft9
BC- 32 lb Conc. Load at 15.60,17.60 i
ThISItMhUbramcla s and and sakd by rAMA t,Aarttnv,
BC- 37lb Conc. Load at 19.64
in.tk."710(w t�Q wnata�a BxsHAa
a�-tlteni,�a�cxa cnHe.
Wind
FtPstnd eafctvs dsr_sz:aar„2 min mntcrasait-zed s4nrsimd scaiad
Wind loads and reactions based on MWFRS.
M=Vd ctro,*
lux.
-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 M shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building
Installers
Componen[ Safety Information, bV TPI anr7'SBCA) fo'r satPety practices prior to pertorming these functions. shall provide temporarryy
bracing per BCSI. Unless noted olherwise,tap chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown fdr pefmanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610,
as applicable. Apply places to each face_ of truss and position
as shown above and on the JoinfDetails, unless noted otherwise.
(2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group] Inc.
truss in ANSI PI 1, for handling,
shall not be responsible for any deviation from this drawing,any failure to build the
installation bracing of trusses.A seat on this drawing or cover
conformance with or shipping, and
listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown.
this drawing for structure is the "responsibility of the Building Designer ANSUTPI 1 Sec.2.
page- -
The suitability
and use of any per
For more information see this'oUs general notes page and these web sites: ALPINE www.al ineitw.com; TPI: www. jnst.o - SBCA: www.sbcindu .corn- ICC: www.imsafe.o
Job Number: 136DCS133 PIy:.4 SEON: 685222 / T12 / COMN
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: I FROM: JAI- DRW:
Truss Label: B02 Wat: 137.2 Ibs ... / ... 10/13/17
T
M
O
m
17F
7' 66 F14210 I 1;T8 6 1 218
375710T 303'8"4 12
C 1114X6(R)
=6X8 =H1315 1114X8
1, T2"4 37"10 3'9"12 3'5" 2'11"6
7'2"4 10'9"14 147"10 18'0"10 21' 8"
21'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 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 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 2x8 SP #1
Webs 2x4 SP 93 :W1, W2 2x4 SP 91:
Lumber value set "1313" uses design values
approved 1/3012013 by ALSC
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot 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) 0.22"-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 =1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at 7.00
TC- From 28 plf at 7.00 to 28 plf at 10.53
TC- From 56 plf at 10.53 to 56 pit at 18.20
TC- From 56 plf at 18.20 to 56 plf at 21.67
BC- From 4 pif at -1.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf 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
a
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.263 J 975 240
Lu: NA Cs: NA
VERT(TL): 0.594 J 431 180
Snow Duration: NA
HORZ(LL): 0.073 C - -
HORZ(TL): 0.165 C - -
Code / Misc Criteria
Creep Factor 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.534
TPI Std: 2007
Max BC CSI: 0.894
Rep Factors Used: Yes
Max Web CSI: 0.867
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 16-01.01B.0614.20
Wind
Wind loads and reactions based on MWFRS.
0
40 01 5A 38 EF 5B 81 B0 BB 3F48 00 99 2E 85 Fg
xids Iterairas tve�nafa.gz�tfud gated try rtza�z.A Mart
?E. K. tis-"7021 on oc date xhawn abwa term; asNh2
acttcntkzU: m4c
Fibud ctpiucdtfi+ do:.":.MA_0.1 ..3dsuil= taasi dssaimd
and th-SFA-ia endiat noxde rne~[.t*a va&,;ad m myele;tt rk
rwm
**WARNING** READ AND FOLLOW ALL NOTES ON THIS'DRAWINGI
`"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
L 6025 13446 1- / - / - 15.5
G 8685 14496 /- /- / - / 5.5
Wind reactions based on MWFRS
L Min Brg Width Req = 1.8
G Min Brg Width Req = 2.2
Bearings L & G are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
A- B 7 - 6 D- E 35T7 - 6522
B - C 1837 - 3230 E - F 3123 - 5819
C - D 1895 -3340 F - G 2169 -4092
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - K 2874 -1628 I - H 3736 -1965
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 -1 241 - 337
K - D 2081 - 3876 I - F 2276 -1266
D - J 175 - 29 H - F 822 - 386
J-E 714 -457
inpp�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
31TfP1 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_
!s acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
it any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
Job Number: 136DCS133 Ply: 1 SEQN: 6761211 T55 I GABL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: M2GB I Wgt: 14.0 Ibs / ... 10/13/17
12
4 F_� C
2X4(A1) B
T T
T r
r �
iA Li
r-
D
2'�
1min 21
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 Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
PY 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: II
Snow Duration: NA
HORZ(LL): -0.000 D - -
B Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): -0.000 D - -
Bearing B is a rigid surface.
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria
Cree Factor. 1.5
p
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.169
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.034
Chords Tens.Comp. Chords Tens. Camp.
Spacing: 24.0 "
C&C Dist a: 3.00 it
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
i
B-D 166 -20
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP 91
Webs Tens.Comp.
Webs 2x4 SP #3
L b I t "138"
d I
C- D 87 - 32
m uer va ue se uses esign va ues
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.
4001€38FF5B81BOB137F480099 2ESSFB
sistzltarssd3•& etsii sdaad%aaNd'byreSarazdmotln
PE VL. Uc.047P+B21cm x SHA4
S arRlsarro�t�a.
FiZ�tad ce��rmreM� d�cerexst asn aratcc,�st�cad sf�s+a.f azid saalgd
and S!se�.A3antiratieasa.�ic ns�t tax:erif�l�aeryatasimnk
ciaz.
—WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
mire extreme care in fabricatino_ handlina.! shiboina. installina and bracing. Refer to and follow the latest edition of
d rigqid ceiling Locations shown for ermanent lateral restraint or webs shall have bracin lnsta"ea per t3 ' secuons tl3, is or L" u,
cable. Apply places to each face of truss and' positjon as shown above and on the Joinf Details, unless noted otherwise. f2efer to
Is 160A-Z for standard plate positions. I
a division of ITW Buildint��LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIltPI 1, odor handling shipping, installation and bracing of trusses.A seal on th!s drawing or cover pa e_
this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ie of this yawing for any structure is the ,responsibility of the Building Designer per ANS a I' 1 Sec.2.
information see this job's Aeneral notes page and these web sites: ALPINE: wmv.alpineihv.com; TPi: wWW.ipitl5toiq; SBCA: www.sbcindustry.wm; ICC; www.iocsaie,
Job Number: 136DCS133 Ply, 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. M6GB Wgt: 28.0 Ibs .. / ... 10/13/17
3' 5' 6'
3' 2' 1'
E
12 p
4T T
o
C w
Zn �'
IV r
=2X4(A1)B iv
A
F
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: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to 1112
Spacing: 24.0 " C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP 93
Lumber value set "138" 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 S16015ENC100815 & GBLLETIN1014 for
gable wind bracing and other requirements.
6'
3'
3' 5' 6'
Snow Criteria (Pg,Pf in PSF)
DefI1CS1 Criteria
♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
F" 85 / 40 / 61 /- / 17 172.0
Pf: NA Ce: NA
VERT(LL): -0.002 H 999 240
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 Brg 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 Sid: 2007
Max BC CSI: 0.055
Chords Tens.Comp. Chords Tens. Comp.
A- B 19 0 C - D 12 -98
Rep Factors Used: Yes
Max Web CSI: 0.074
FT/RT.20(0)110(0)
Mfg Specified Camber:
B - C 14 -179 D - E 6 -19
Plate Type(s):
VIEW Ver: 16.01.018.0614.20
WAVE
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 275 -25 G - F 289 -27
H - G 285 -26
7No 0
STATE OF
40 01 SA.38 FF5B 81 BO BB 7F 48 0tf 9t32E85 fB
atttiterTxtbemmteztt gsbgnddwJsewedhyH7a lManbw
F£(FL,Lk. 447z&a,( M the daac whavnt atxara uiag aSH I
auihcntir�sca�la.
?tared cepwidthis tune =we not c=W&nd tfg lend waled
asad tha.�,.�.i.-2 a�t4sent3catis�scada nustiaa�erif�) caea�rctectror3s
cx�Iax.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
astramt oT webs shall nave bracing installed per BI
as shown above and on the Join?Details, unless
IPI t,orTor nanaiing snlpping,Instananor
acceptance of professional engineeril
any structure is the responsibility of the
.1 nnt— -- and thw: n —h Mt._c- Al PINP uti w al
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
E-F 49 -19
Maximum Gable Forces Per Ply (Ibs) I
Gables Tens.Comp. Gables Tens. Comp.
C - H 285 -134 D - G 249 -83
of
failure to build the
g or cover page
rn. The suitability
I
i
Job Number: 136DCS133 I Ply: 1 SEQN: 676123 / T4 / MONO
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 9 FROM: JAH DRW.
Truss Label: M6 Wat: 25.2 Ibs I ... / ... 10/13/17
12 �4X4C
4 �/' T
_t ao
M
N =2X4(A1) g=2X6 D c~�l
1 ALi
0
1112X4E
5'8"8
5'8"8
0 ,
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): -0.023 E 999 240 B 293 / 126 / 218 / - / 101 18.0
BCLL: 0.00 Enclosure: Closed CI Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 1114 1137 / - / - / 1.5
BCDL: 10.00 Risk Category: If { Snow Duration: NA HORZ(LL): -0.009 E - Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00 HORZ(TL): 0.012 E B Min Brg Width Req = 1.5
NCBCMean Height: 15.00 It Code / Misc Criteria CreepFactor: 1.5 D Min Brg Width Req = 1.5
soffit : 1 .00 BCDL: 4.0 psf Bearings B & D are a rigid surface.
Soffit 2.OD 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 Sid: 2007 Max BC CSI: 0.209
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.325 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.018.0614.20 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 #1 B - E 90 -178
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP 93:
Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
D - E 102 - 36 C - D 1336 - 640
Wind +,
Member design based on both MWFRS and C&C. ��FUNNo.. 0471
STAT
$.
v
11%
*� yy
SERdA €
40 Ol SA 38 FF 58 8190 6B 7F 4900 99 2E 95 FB
rfsi, Iternhmbe ddrtra%ka30Aand and walad by PAarudl Wrtimdr
i �E(EL.I[t.GSTt83feasMedatcahawealxe�tc�nga5iik•3
authanr&aateaare.
>*iwed xs-rgttSGdctk d0rcr20Aud notCW&frnd tgm,,dz dsaalmd
ane the SRA'IZ hmtimtkmWA&n=t ba v Ifbd MWfdectranic
csrGins.
**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 handling shipping, installing and bracing. Refer to and fallow the latesfedition of BCSI (Building
omponenf Safety Information, bV TPI and SBCA) for safety practices prior to pertorming these functions. installers shall provide temporarryy
'rac!ng er BCSI. Unless noted olherwise,top chordlshall have properly attached structural sheathing and bottom chord shall have a properly
Wache�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610,
as applicable. Apply plates to each face. of truss and posifion as shown above and on the Joint Details, unless noted otherwise. (2efer to
ira'Ings 160A-Z for standard plate positions.
0.lpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
:russ in conformance with ANSIUfPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page. _
isting this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability
rnd use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
'or more information see this lob's aenerai notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.tainst.ora; SBCA: ww w.sbcindustrv.com: ICC: www.iccsafe.ora
Job Number: 136DCS133 Ply`,1 SEQN: 676020 / T39 / VAL
4EHB Hayden-2601 'D" OL OW /DR Horton /4EHB Hayden-2601 'D" OL O Qty: 1 FROM: JAH DRW.
Truss Label: V1 Wgt: 42.0 Ibs .. / ... 10/13/17
3'8" + 7-10" 11'8"
3'8" 4'2" 3-10"
12
IIIW4 W1 (R) Q 6
3'8" 4' 4'
3'13" 7,8" 11'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (ibs), or `=PLF
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
D- 75 / 43 / 39 /- / 7 / 140
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): -0.010 E 999 240
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): 0.004 E - -
G Min Big Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): -0.007E - -
Bearing G is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 20.04 It
Cree Factor. 1.5
p
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.193
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.108
Chords Tens.Comp. Chords Tens. Comp.
A - B 6 -3 C - D 16 - 52
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.092
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
B - C 6 -3
GCpi: 0.18
Plate Type(s): '
VIEW Ver: 16.01.01B.0614.20
Wind Duration: 1.60
WAVE
I Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP 41
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
40 015A 38 FF 5B 81 BO B8 7F48 00 9R 2i_ 85 F8
Wi1tem*h-"b.,m4tsAVwd'aad=ztndbykt"M64=14,m
8E (rt. uc.adT.332(cn[h�dasr ah�wn a w.ing a SNA+r.
ailti4t4�AC6dC.
'e're3atr.�f c�msnittms afexrra�-d.maa s,meumiacrad d anh s���+E
and ft acthentk2S ac-ode mrstrae ved#9ad an avidettmnk
. 4.,rj
Chords Tens.Comp. Chords Tens. Comp.
G-F 3 -6 E-D 20 -29
F-E 3 -6
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - G 145 - 75 E - C 279 -167
B - F 310 - 270
**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 anc7SBCA) for safety practices prior to performing these functions. Installers shall provide tempora�
bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 67 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
I..
in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. .
listing this drawing indicates acceptance of professfona engineering responsibility solely for the design shown. The suit -ability
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 jobs general notes page and these web sites: ALPINE: www.al ineltw.com• TPI: wwwApirstorg• SBCA: www.sbdndu .coin ICC: www.lecsafe.org
Job Number: 136DCS133
Ply:
SEQN:
4EHB Hayde -22601 "D" OL OW /DR Horton /4EHB Hi yden-2601 "D" OL O I � 136.41bs I FROM: JAH 24 I T35 I VAL I DRW % 10/13/17 I
Truss
1'8" 5-1 On 9,8"
1'8"47" 310"
h
IIIY4
A w1Y�T
1'8
V8
Loading Criteria (pso
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 21.04 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 ft
Loc. from endwall: not in 4
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
F III
4'
5'8"
9'8"
12
Mg(R) Q 6
E III
4-
9-8-
=-3X4(D1)
I- D
Snow Criteria (Pg,Pf in PSF)
Defl1CSl Criteria
♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell L/#
Loc R / U / Rw / Rh / RL / W
D" 75 144 140 / - / 9 / 116
PF NA Ce: NA
VERT(LL): -0.011 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.018 E 999 180
Wind reactions based on MWFRS
Snow Duration: NA
HORZ(LL): 0.005 E - -
G Min Brg Width Req = -
HORZ(TL):-0.007 E
Bearing G is a rigid surface.
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.233
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2007
Max BC CSI: 0.117
Chords Tens.Comp. Chords Tens. Camp.
A - B 1 -2 C - D 20 - 54
Rep Factors Used: Yes
Max Web CSI: 0.110
ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
B - C 1 -2
Plate Type(s):
VIEW Ver: 16.01.018.0614.20
WAVE
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
G-F 2 -1 E-D 16 -31
F-E 2 -1
SIRIALA
40015A38FF5B81B0BB7F4800992E85FB
itch Item has bs ctedmrs 2**md-m3ssaladby Ua=A Martin",
FE (Fl. tCs.CaTiaxp c, t3imtatz sh�wQ above u^�ag asNA 8
amlherdcarsasdm
sYiam'serx,�ias�d�e dtr_er.°�xeiaea rfntadna�n�t e�talad
aasE2�SiFiW'SaazlhenCcaai�ocealacmmiCazrs�3fwiad.serpedettrar� .
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-G 31 -51 E-C 321 -173
B - F 369 - 235.
**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) fsafety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dtherwise,top chord [shall have properly attached structural sheathing and bottom chord shall have a pro pperly
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
e. A ,pTy plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. (2efer to
60A-Z far standard plate positions.
a division of
iPi 1,Or Torn
acceptance
any structure
failure to build the
g or cover page
rn. The suitability,
sack
Job Number: 136DCS133
PIy:,1,
SEQN: 676026 / T56 / 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" i 7'8"
3'10" 3'10"
12
lll4Xg(R) g
A 1112X4 B
T
3X4(D1)
C
. gy
E
1112X4 D 1112X4
7,8„
3'8" 4'
3,8" 7'8"
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 foe Udefl U#
LOG R / U / Rw / Rh / RL / W
G. 74 / 45 141 /- / 12 192.0
TCDL: 7.00
Speed: 160 mph
Pt 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(TL):-0.007 D - -
Bearing E is a rigid surface.
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. Camp.
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
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
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 611/2013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (lbs)
Bot chord 2x4 SP 91 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
Wind # 4
Oslo
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details. aySEMAL
46
1
4001 5A38FF5138180887F4800992E85FB
W5 itam'tm bccn atsdmsatsaf§/s& Ead aw5aaaladray tda lrmrtb'a
?F. M. tic.=rulzf amt z&ta shown abcon %rung a 5iwl
xdtfen6ca3 coda_
mud tcqhm afttxsdnccr^xota votcxaa dmA i4aadmdsambd
and the mmt$mv,Afkdan amydedwr'k
Imz
"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) fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherw!se,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 f Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinpgComponents 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 protesslonaT engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is pro
responsibility of the Building Designer per ANSI/TP11 Sec.2.
For more information see this iob's general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. into ; SBCA www.sbcindu .com; [CC: wwmicesafe.o
Job Number: 136DCS133
Ply: 1
SEQN: 746866 / T37 / VAL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB t{ayden-2601
"D" OL O
Qty: 1
FROM: GM
DRW:
Truss Label: V4
I
Wgt: 25.2 lbs
/ ... 10/13/17
1.8"8 5'8"
1'8"8 13'11"8
12
6
B=4X4
i 1112X4 A
N N=3X4(D1)
1 1
i
{' E
1112X4 D 1112X4
f
5.8"
i
1'8"8 1 3'11"8
0 18"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#
LOG R / U / Rw / Rh / RL / W
E• 74 / 29 / 37 / - / 10 / 68.0
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: II
Snow Duration: NA
HORZ(LL): 0.008 D - -
E Min Brg Width Req = -
Des Ld: 37.00
EXP. C
Mean Height: 23.07 ft
HORZ(TL): 0.009 D - -
Bearing E is a rigid surface.
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Cree Factor: 1.5
p
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: hl2 to h
TPI Std: 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 it 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)
VIEW Ver: 16.01.01.0402.19
Wind Duration: 1.60
WAVE
Chords Tens.Comp. Chords Tens. Comp.
Lumber E- D 4 -3 D- C 4 -3
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 "l3B" 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.
Additional Notes ENI 0
", ;�
s
See DWG VAL160101014 for valley details.No. 047102
I .:
N.
STATr-
SEtL
40 01 5A 38 FF 5B 81130 8B 7F 481O992E95FB
' U<cmUnbmn ek € g rad=W walad by FJS¢ tl martinw,
PE (M. tiie.r47Fa21 or- The &Wshow& A&M Wng a S#Wl
semdca.exx3e.
?T9ated cwaofthis d•r•z"^^^,,•m not caul&iad `stnadwd waled
and 6.c srra�a nmt ba—df dcawfdmtiar*
rm&las:
"`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 h indlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
toF to these functions. Installers
Componen� Safety Information, by TPI ana'SBCA) saety practices prior performing shall provide temporary
bracing per BCSL Unless noted dtherwise,top chord, shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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, fZefer to
drawings 160A-Z for standard plate positions_
Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
this
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on drawing or cover page. _
listing this drawing indicates acceptance of pro essi ma engineering responsibility solely for the design shown. The suitability
and use of this thawing for any structure !s the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this'ob's general notes pa_qe and these web sites: ALPINE: www.ai ineitw.com; TPI: www. inst.o ; SBCA: www.sbandu .mm; ICC: www.iccsafe.o
Job Number: 136DCS133 Ply: 1 I SEQN: 746867 / T38 / VAL
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qt5e'i FROM: GM DRW:
Truss Label: V5 Wgt: 16.8 Ibs .. / ... 10/13/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
118118 3'8"
118.18 1111,18
12
6
B=3X4
3X4(D1C
3X�(D1)
1_12 _@M
�- 3r8" _I
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 23.57 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "138" uses design values -
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
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 Sid: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
0
3,8"
31811
Defi/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): -0.005 999 240
VERT(fL): 0.006 999 180
HORZ(LL): 0.002 - -
HORZ(TL):-0.002 -
Creep Factor. 1.5
Max TC CSI: 0.058
Max BC CSI: 0.060
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 15.01.01.0402.19
40 01 5A 38 FF 58 81 ED 887F48 00 99.2E 85 FS
ThU Item
hmbec"eka s edaa2d; Iadtr;tAa AMarkinw,
tie.�i8EH2(cn ltta da.Rc stwwrt aP.u^.�ng a5N�3
eri�sazrs9r.
s�r�tadc aasaie# sdoccx«xts ara not crsuidmmd Ap,.d=d:s W
Saab tf'C .*JS�vT aukhant a euazade must 6a ao-edit {m=Vdectm h_,
my"te1..
♦ Maximum Reactions (Ibs), or *=PLF
Loc R / U / 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporarryv
BCSI._ finless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
�id ceilmg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
l e. Appiv plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
,iri i,orrorn
acceptance
any structure
lis drawin any failure to build the
on this drawing or cover pa e
to design shown. The suitability
C
11
Job Number: 136DCS133 i 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 Ibs .. / ... 10/13/17
T )
P
� 0 7'
7'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeftfCSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL ! W
B 336 1155 / 257 / - / 211 15.5
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 127 126 / 102 ! - 1- 11.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.022 D - -
C 171 / 169 / 85 / - 1- / 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.031 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 20.00 ft
TCDL: 4.2 psf
Creep Factor. 1.5
B Min Br g Width Req = 1.5
Soffit: 2.00
BCDL: 5.psf i
Bldg Code: FBC 2014 RES
Max TC CSI: 0.533
D Min Big Width Req =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.368
C Min Brg Width Req =
is
Bearing B s a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: not in 4.50 it
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
0.18
Plate Type(s):n:
Tens.Comp. Chords Tens. Comp.
VIEW Ver: 15.01.01.0402.19
Wind Duration: 1.60
WAVE
1Chords
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 A
Wind
Member design based on both MWFRS and C&C. +�
1
STAR E ,
40015A38FF56`tff.1
aStitt.t87F4800 99 2ES5`FB
'ri9S3ItCt3tR'SS if CB4iL'LiY'wn....-.�.gy.C�mid ^,d°.aalad by FAmn-OWlaw,
?£tEL.trc.C3rZS2{cn tzlmd�s3c 5har�naGs�a�ngasN�r.
a�-di et;t�tX�sa €r is.
Printed ffiittssd+rauvat=Vol cmtd ds4"eaaa4m6d
and mawydectmniz
c=iut.
A-B 27 0 B-C 77 -160
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> reqquire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temposrrYy
�er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
nq d ceipp Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or 610,
cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherv✓ise. (2efer to
Is 160A-Z for standard plate positions.
a division of ITW Buildin�tL�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 drawmg or cover page. _
this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability
ce of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS133 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 I Wgt:11.2 Ibs .. / ... 10/13/17
V
0
12
6
2X4(A1)
u
21
r
2'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Den/CSI Criteria
TOLL: 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.psf
Soffit: 2.00
BCDL: 5.0 psf
g Bld Code: FBC 2014 RES
Max TC CSI: 0.099
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to It
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 ft
FT/RT:20(0)/l0(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 "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
STATE OF
40 015A3E FF 5B 818013137F4$ 00 99 2E &5 FB
it;It itctnbin bam elssd�ncdaea!"'led eay htacszn9 taartticzR
E(FL,trs.p�9.:;%(aa`�,ardsffihcw�ta4Krrs�trioga5s.a
i9+5C+r1'twu5 fctJe.
Prtatnd cra�}ezc�it}sts d���:�rxnat c�xEc�sd s seaizd
theS+. 11'Ahvfit42e.d^R"eMs tbmvZdf&dmact d"Imrk
sew m
T T
11
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL /W
B 163 / 68 / 144 1- / 63 15.5
D 32 /6 /30 /- /- /1.5
C 33 /28 /10 /- /- /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 15 -40
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, byY TPI an7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610,
e._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise: (2efer to
a division of
any
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
rPl 1 Sec.2.
Job Number: 136DCS133 I Ply: 1 SEQN: 676032 / T59 / EJAC
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB yayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: EJ2A I Wgt 11.2 Ibs / ... 10/13/17
12 C
6
� T
2X4(A1) B v LO
4 3 I r'
-�- Ai
y
I
D
l
1r21
2-
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi1CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE Y-10
{
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
B 163 168 / 144 /- / 63
/ 5.5
TCDL: 7.00
Speed: 160 mph
PE NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 32 / 6 / 30 1- ! -
/ 1.5
BCDL: 10.00
Risk Category: II
I
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 33 / 28 110 / - / -
/ 1.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.001 D - -
Wind reactions based on MWFRS
Code / Mist:Criteria
NCBCLL: 10.00
Mean Height: 18.76 ft !
Creep Factor. 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 p sf
j
Bldg Code: FBC 2014 RES
Max TC CSI: 0.099
D Min 9 Width Req = -
Bi
Load Duration: 1.25
MWFRS Parallel Dist: h/2�to h
TPI Std: 2007
Max BC CSI: 0.023
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 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Ply (Ibs)
GCpi: 0.18
1
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
VIEW Ver: 16.01.01B.0614.20
Wind Duration: 1.60 1
WAVE
Lumber
Value Set: 13B (Effective 6/112013) I
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values q
approved 1/30/2013 by ALSC
Wind p
Member design based on both MWFRS and CBC.
I
4001SA38ff1`5381108B7F4800992E85FB
blslx itamivza Aceat alactras3c'tgAs tad a0wafedby Var4d Martinez,
A-B 27 0 B-C 15 -40
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
,l ?�,(Fl.t&sal..tHPtar�a'xaaenhaaarxabavms�sing;asii&3
av�sentintt3caara�in.
2r�t¢d c�iwsrsrtt� da�acrxma sit cxaa3dmad st�nr� au3� ;salad
areoE thc�,A>3,sx.4trentkatls�c�a nest:ba:er.�tltss4.enaae�dectrank
cta«iat.
`*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 anr7'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
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. (2efer to
drawings 160A-Z for standard plate positions.
trTine, 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 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover pe
listing this drawing,indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The su" bility
and use of this drawing for any structure is the responsibility of the Building Designer per ANSl1TPI 1 Sec.2.
F—mnra information con thic i.Ne neneml notes nave and these weh %des, ALPINE' unxv_alnineitw_mm, TPI, www_ rrinst.om: SBCA: wwwsbc1ndustrv.mm: ]CC: www1c safe.om
Job Number: 136DCS133 Ply: 1. SEQN: 676095 / T18 / JACK
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 5 FROM: AH DRW:
Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 10/13/17
C
12
6
M
O
�
N
B
Eh
2X4(A1)
A
D
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 19.50 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: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 61112013)
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.
5'
5'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 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. 1.5
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)/l0(0)
Mfg Specified Camber:
Plate Type(s): -
VIEW Ver: 16.01.01B.0614.20
WAVE
r
6 'A
40 015A SB FF 56 8180 BB 7F -00 99 2E 85 Fl3
*,U item wdS aladbyt.€w=i Lftrnies,
nMUi 94i192.(on tAad Aawa aba=Wag a SKA.Y
endcacada.
wod copm cifthkdma:7mrat not ci t ed d=d:eabd
Mad tisa. .A au2tient sat ac�feinst,i:isa�rmfibd CA wfdodfank
cmjas..
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL I
B 263 1123 1208 /- / 155 / 5.5
D 90 117 170 /- /- /1.5
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 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, bVy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of
iri l,or Torr
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
rP11 Sec.2.
1
Y t i
Job Number: 136DCS133 I Ply: 1 SEQN: 676083 / T11 / JACK
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW:
Truss Label: BJSL Wgt: 18.2 Ibs / _.. 10/13/17
I C
12
0
N LO
1=2X4(A1) B
T tl
y D
A
I
5t
5'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph r Pf: NA Ce: NA VERT(LL): NA B 337 1181 / 297 / - / 179 ! 5.5
BCLL: 0_00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 87 110 / 75 / - / - / 1.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 D - - C 109 / 105 / 45 / - / - / 1.5
Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS
Mean Height: 19.25 ft Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5
NCBCLL: 10.00 P
Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.419 D Min Brg Width Req = -
BCDL: 5.0 psf C Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 -Max BC CSI: 0.172
Spacing: 24.0 C&C Dist a: 3.00 ft � Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
"
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20
Lumber A- B 52 0 B- C 49 -122
Value Set: 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #1 Chords Tens.Comp.
Bot chord 2x4 SP #1 I
Lumber value set "1313" uses design values B - D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
..
STATE OF
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"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, byy TPI an SBCA);f0 safety practices prior to performing these functions. Installers shall provide temposrrYY
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinc] and bottom chord shall have a propperly
attached rigid ceiling Locatiens shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections,63, 67 or B10,
as applicable. Apply plater to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI�i PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
I
this drawing indicates acceptance of proless..na engineering for
solely for the design shown. The suitability
and use of this glowing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitmoom; TPI: www. into • SBCA www.sbcindu .com; IM www.iccsafe.org
Job Number: 136DCS133 Ply: 1 SEQN: 676097 / T191 JACK
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 5 FROM: AH DRW.
Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 10/13/17
4P
1' 3'
3'
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: 19.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to hit
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C
Snow Criteria (Pg,Pf in PSF)
DefI1CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.003 D - -
HORZ(TL):-0.003 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.183
TPI Std: 2007
Max BC CSI: . 0.075
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s): -
WAVE
VIEW Ver: 16.01.01B.0614.20
No. 047.02
40 015A38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB
s&izltcr'siwat eas elxztcr:exkcaaigz nod an92eafmdbp mareAw tAarN7�ca;.
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aL�iEC�t�G7tiCSa�@.
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1
A Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 193 /95 /162 /- /101 /5.5
D 51 /8 /42 /- (- /1.5
C 64 /62 /28 /- /- 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)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -110
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'SBCA) F safety practices prior to performing these functions. Installers shall provide temporarryY
r BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
id ceiling Locations shown for permanent lateral restraint of webs shall have 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. Refer to
a division of
rIPi 1,ortor h
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
IJob Number: 136DCS133 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 j Wgt 14.0 Ibs I I / ... 10/13/17
T
n
a
3'
2'
3'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed P
BCDL: 10.00
Risk Category: II P
EXP: C
Des Ld: 37.00
Mean Height: 16.75 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any i
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "138" uses design values
approved 1/30/2013 byALSC
Wind
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL
/ W
PY. NA Ce: NA
VERT(LL): NA
B 281 / 164 / 269 /- 1125 / 5.5
Lu: NA Cs: NA
VERT(TL): NA
D 48 / 19 / 54 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.006 D -
C 45 / 45 123 / - / -
/ 1.5
HORZ(TL): 0.007 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: 0.719
D Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.158
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 16.01.01B.0614.20
A-B 52 0 B-C
20 -94
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
Member design based on both MWFRS and C&Cp
P
I
0
SERIALlk'
4 40015A38rF5381BOBB7F4900492E95FB
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9 aE�Ft..ttc:c433E�lcnt?isdai¢atr�w,xaCa�us�$aSNAi
a�:thencta4�scsc.�e.
d?5bted cwtuafd& dompmat a am ncr d%Apudand mabd
V and these+ii8,3w%antkiika=da mwttm;atdf'bd vn nydedmnk
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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. Apptq plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions. I
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 handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of ppro essionat engineering responsibility solely for the design shown. The su' bility
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
Fnr mnra infrnmafinn —a this inhk neneral nntas nane and theses web sites- AI_P WP www_alofneitw coin- TPL' www.tninst.omc SBCk www.sbcindustrv.mm- ICC: www1cesafe.om
Job Number: 136DCS133 I Ply. 1 I SEQN: 6760991 T20 / JACK ' I
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: AH DRW:
Truss Label: BJ1 Wgt:11.2 Ibs / .. 10/13/17
Loading Criteria (psQ
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 18.50 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 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
12
6
2X4(A1) B
A
C
eM
O L0
co
D
1'
1'
1r
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): 0.000 D -
HORZ(TL): 0.001 D - -
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.171
TPI Std: 2007
Max BC CSI: 0.016
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.01B.0614.20
40015A38FF5B81BOBB7F4900992E85FB
%titem knba tadby> i:lmzrtlna,
>£ .UCX47101cnthechatsft W4al. trtnga5H#.i
a3.ereatkaaew
e'�x&stadxe iasa#xtvs derr:ssas..tarm nutex tx? mud dgnadarA=led
; Ease 5i.w:�o.i S3,endeaaaesaBodem�eba aradr3eii cars gdatmrk
caylaz.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL
/W
B 150 / 87 1146 /- / 49
15.5
D 11 /11 /19 /- /-
11.5
C -14 /29 /27 /- /-
/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
7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[Safety, Information, byp TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
,idceiling. Locations shown for permanent lateral restraint of webs shall have bracing insfialled per BCSI sections B3, B7 or 10,
e. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
a division of
any structure is
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
I
Job Number: 136DCS133 I Ply: 1 SEQN: 676101 / T271 HIP_
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hl ayden-2601 "D" OL O Qty: 3 FROM: AH DRW:
Truss Label: CJ7 I Wgt: -9.0 Ibs .. / ... 10/13/17
67 9'10"1
I 6,3" 37"
I D
T
,3
Loading Criteria (psf)
Wind Criteria j
TCLL: 20.00
Wind Std: ASCE 7-10 i
TCDL: 7.00
Speed: 160 mph e
BCLL: 0.00
Enclosure: Closed yy
BCDL: 10.00
Risk Category: II
i
EXP: C
Des Ld: 37.00
Des Ld:: 37.0
Mean Height: 19.99 ft
TCDL: 4.2 psf
B
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
I
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 #3
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no
Wind
Wind loads and reactions based on MWFRS.
—IMPORTANT'" FURNISH THIS D
i revqire extreme care in fabricating, hani
nen[ Safety Information, by TPI and SEC,
per BCSI. Unless noted o�herwise,top ct
d riggid ceiling Locations shown for perm
GaRec. Apply plates to each face of trust
Is 160A-Z for standard plate positions.
a division of ITW Buildingq�Components E
conformance with ANSI PI 1, or for hai
this drawing, indicates acceptance o1
ce of this thawing for any structure !!
Information see this !ob's general notes page and ti
0
I
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL
/ W
Pt NA Ce: NA
VERT(LL): 0.014 G 999 240
B 326 1199 / - 1- 1-
17.0
Lu: NA Cs: NA
VERT(TL): 0.032 G 999 180
E 410 / 176 / - / 0 / 0
/ 1.5
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 168 / 163 1- /- l-
/ 1.5
HORZ(TL): 0.009 F - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.316
E Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.308
D Min Brg Width Req = -
Rep Factors Used: No
Max Web CSI: 0.247
Bearing B is a rigid surface.
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.
WAVE
VIEW Ver: 16.01.018.0614.20
A-B 9 -8 C-D
72 -74
B - C 382 - 638
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-G 578 -337 F-E 0 0
G - F 570 - 339
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G- C 181 0 C- F 406 -684
40 01 5A38 FF 55 8180 BB 7F49 00 99 2E 95 FS
a3*Inimhaalire„clee n ' gz gnaa-wd waiadbg ma%44kortu
E (fit.. tts.vaa:azt aat7.c asc shawn'ahtsvn wa'taga sKr l
,anticatasss3e,
trd e��a# d�cm.t armnmtesanii'�ad st�n��zrs� vcalar4
ua! thin_mAd2 as48scni aSs^vcv4a raptto uerift�l pta e$ettmnic
CIMU .
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 prior to performing these functions. Installers shall provide temporary
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. (2efer to
shall not be responsible for any deviation from this drawing,any failure to build the
Aping, installation and bracing of trusses.A seal on this drawing or cover pa e
.onal engineering responsibility solely_for the design shown. The suitability
Job Number: 136DCS133 Ply; 1 SEQN: 676105 /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 .. / ... 10113/17
12 C
4.24
LO
2X4(A1) B c�
00
A
J
D
2'9"3
1'5"
2'9" 3
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
LOG R / U / Rw / Rh / RL / W
B 82 159 /- /- /- / 7.0
TCDL: 7.00
Speed: 160 mph
Pf, NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 5 / - / 8 / - / - / 1.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 17 / 16 /- / - / - / 1.5
Des Ld: 37.00
EXP: CMean
HORZ(TL):-0.000 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 0.00
Height: 18.74 ft
g
Cree Factor: 1.5
P
B Min Brg Width Req = 1.5
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.084
D Min Br Width Re
g q = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h12
TPI Std: 2007
Max BC CSI: 0.013
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Re Factors Used: No
Max Web CSI: 0.000
Loc. from endwall: NA
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 16.01.01B.0614.20
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 1-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
No 1 02
cSUTE OF
40 015A 38 FF5081 B0'BB 7F48 00 99 2€ S5 F8
sffiik it¢rtifus iaccsa ctntitett3sa sjgned and9 zakd by War4Marthn,
i {FS., tk.G�.TE92t ao fhc shown abxm WAS aSH4�a
as.R2i ant`irazfcan uzzdm
3z�mmder.�t scrti si rmamataesmotceasx ad ncm =lad
and UawMr dcnacrdcztmr&
carAm.
A-B 14 -11 B-C 8 -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
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
d�id ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections B3, B7 or p10,
'le._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to
a division of
any
its drawing,any failure to build the
on this drawing or cover page
to design shown. The suitability
rP11 Sec.2.
In
1 I EQN_'51 1 T24 / COMN
s0Wgt 392s AH I D4EHB Hayden-2601 "DOL OW /DR Horton 14EH6 iayden-2601 "D" OL O FROM.
JRW1! 10/13/17 I
5'2" 10'4"
5'2" 5'2"
12 C=4X6
T
co
CV
9 III cnw
Al
10,
Loading Criteria (psf) Wind Criteria I
TCLL: 20.00 Wind Std: ASCE 7-10 I
TCDL: 7.00 Speed: 160 mph I
BCLL: 0.00 Enclosure: Closed P
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00 Mean Height: 15.00 ft I
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0lo h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
i
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1 I
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values I
approved 1/30/2013 by ALSC i
Wind
d
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
Left bottom chord exposed to wind. I
I
I�
1
f
A
I
I
A
j
i
57 5'2" 1
5'2" 10'4"
Snow Criteria (Pg,Pf in PSF)
Defi1CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.026 F 999 240
B 445 / 279 / 421 / - / 81
14.0
Lu: NA Cs: NA
VERT(TL): -0.029 F 999 180
D 445 / 238 1252 / - / -
14.0
Snow Duration: NA
HORZ(LL): -0.00B F - -
Wind reactions based on MWFRS
HORZ(TL): 0.009 F - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 1.5
D Min Big Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.391
Bearings B & D are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.235
Rep Factors Used: Yes
Max Web CSI: 0.089
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 19 0 C - D
1178 -658
WAVE I
VIEW Ver: 16.02.01 D.0314.13
B - C 1208 -658 D - E
19 0
1No 047102.
a<
a�
40015A38 FF5B8190B07F-4800992E85FB
�,�ita���� +isd'scaiadYryr�fa�aaeiMar36F�,
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
B - F 592 -100D F - D 592 -1000
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 300 - 273
I (FE.uc.047Haten the do& awwaabra" WAS a SMi
p =thentimummde.
n tedxr rmfcfds--.-•ara natcmildraad naa.°sn9 sealed
an6 ammyeledm&-_
i caolm
i
"WARNING— READIAND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses requ!re extreme care in fabricating, handlinq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) fo'r safety practices ptior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted IT
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 bracingg insTalled per BCSI sections 83, B7 or 610,
as applicable. Appfy plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin 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 d9rawing or cover pa e. _
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this "awing for any structure is a responsibility of the uiiding Designer per ANSIITPI I Sec.2.
Job Number: 136DCS133 Ply: 1 SEQN: 688765 / T28 ! HIPS
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty. 1 FROM: JP H DRW:
Truss Label: L02 Wgt: 49.0 Ibs / ... 10/13/17
3' 7'4" 10'4"
f 3' 4'4" 3'
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
12
4 p
fI
=4X4
n
III ZA-+ = JA4
10,
1, 3'1"12 1 3'10"12 3'3"8
3'1"12 1TOT 10'4" 1'
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
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 91
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 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 3-0-0 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)
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: No
FT/RT:20(0)/'10(0)
Plate Type(s):
WAVE
0
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL
VERT(LL): 0.026 G 999 240
B 568 / 278-
VERT(TL): 0.058 G 999 180
E 568 1278-
HORZ(LL): 0.008 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.018 G - -
B Min Brg Width Req = 1.5
Creep Factor. 1.5
E Min Brig Width Req = 1.5
Max TC CSI: 0.241
Bearings B & E are a rigid surface.
Max BC CSI: 0.260
I
14.0
14.0
Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply (Ibs)
Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_
A-B 19 -14 D-E 510 -1120
VIEW Ver: 16.02.01D.0314.13 IB-C 509-1128 E-F 19 -14
C - D 468 -1088
4001E`€38FF5B81BtuBB7F4&00992ES5FB
This wSsalad byr wwa marftft"'
PE(FL. Ltc.C48F3°�:}an2'tr�daYe lases"abeamr 1aga5€fA»d
a Aantk29"Cod&
f�amtadcuparsnrtif3sti�.=*�eaatcaa�sP�radseS�ndsealad
assE Eire S'!f�rkaut3acnika2iea6cLre tgsrstkc-r�tlt'�^3 rs�smyd�trara�
Maximum Bot 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. Camp.
C-H 151 0 G-D 156 0
C-G 15 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, bV TPI anr7'SBCA) for 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 properly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e._ AppQy plates t. each face_ of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to
a division of
any structure is
its drawing,any failure to build the
on this drawing or cover page re design shown. The suitability
Job Number: 136DCS133
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB
Truss Label: EJ3L
Ply: 1 SEQN: 688763 / T31 / EJAC
"D" OL O Qty: 4 FROM: JAH DRW:
Wgt:12.6Ibs .. / ... 10/13117
12
4 C
I
I
p
t
1, 3'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 I
TCDL: 7.00 Speed: 160 mph
BCLL: 0.00 Enclosure: Closed I
BCDL: 10.00 Risk Category: II
EXPDes Ld: 37.00 Mean
C
Mean Height: 15.00 it I
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 It I
Loc. from endwall: Any
GCpi: 0.18 9
Wind Duration: 1.60
Lumber I
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1 I
Lumber value set "l36" uses design values I
approved 1/30/2013 byALSC
Wind I
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
"WARNING— READ AND F(
""'IMPORTANT"" FURNISH THIS
a division of
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.002 D -
HORZ(TL):-0.002 D -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.176
TPI Std: 2007
Max BC CSI: 0.069
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
40 01 5A38 FF 50 81 B0 BB 7f 48 00 99 2E 85 FB
PE(R, tie.C&73Hxj arte3�� d3ac shJeen�6msm+r��ng asNA-i
asndsentkav-:za9r.
t�3ntmd cr�ims�ithis drsca�st x� notc�n3dc�si1 rs�#�d 5s�iad
�€ the si+..�ixe�entrocaS:2�cr�c mar flaars7fA�.f est amydectmnk
to
T
M
r
11
11
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 192 / 124 1192 1- / 57 / 4.0
D 49 /33 /68 /- !- 11.5
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) I
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
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 prior to performing these functions. Installers shall provide temporarryy
have properly attached structural sheathing and bottom chord shall have a properly
ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
tion as shown above and on the Joint Details, unless noted otherwise. (tefer to
its drawin any failure to build the
on this drawing or cover pane
re design shown. The suitability
any
i
Job Number: 136DCS133 Ply: 1 SEQN: 6887611 T30 / JACK
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: A FROM: JP H DRW:
Truss Label: BJ1L Wgt:11.2lbs .. / ... 10113/17
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: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 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 "l3B" 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.
12
4 F_�
2X4(A1) B
A
1'
1�
1r
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): NA
B 140 / 121 / 155 / - / 31
/ 4.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 0 16 / - ! -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 0 / 22 123 1- l -
11.5
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 1.5
B Min Big Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.179
D Min Brg WidthReq = -
TPI Std: 2007
Max BC CSI: 0.019
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 16.02.01D.0314.13
A-B 17 0 B-C
22 -8
M
No 04702
:. STATE OF
40 015A38 FF 56 81 BO 887F 48 00 99 2E 95 FB
Mu lternl'= been =2 ualadby m%wd Kortimu,
PE€a. ttc.ffiaisris.l on the A°aL^siwsana aginga SHA,1
aa�ih attitkatew elm.
Mated cepindt#ds signedmnd:naiad
grid tfr_SKA.-1 asfi-ttcaiseas lade rmttm vadfiadtes amydechmrds
COV1.1:.
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,
handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, bVy TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural 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 Joinf Details, unless noted otherwise. (2efer to
drawings i60A-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/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 drawing for any structure is a responsibility of the Building Designer per ANSIfTPI 1 Sec.2.
For more information see this iob's neneml notes nane and these wah sife_s• AI PIN? www alninMt v m TPI• w tninet nm- BRr.A- sinew ehrinAu fn rrv,r ICc- .w",.. vmo ter..
14EHB Label:de - 301 "D" OL OW /DR Horton /4EH6 l ayden-2601 "D" OL O I � 15.4 Ibs I FROM: JAH 59 / T57 /HIP_ I DRTrussW; 10/13/17 I
V
2.8312
e
a 2X4(A1)B
3'E 5 A o
C
TTN
D
d
�tt{
I
tl
9
I
4'2"3
I 4'2"3
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph 4
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: It
9 ry- �
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it I
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf tl
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 I
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 61112013) d
Top chord 2x4 SP #1 d
Bot chord 2x4 SP #1
Lumber value set "136" uses design values q
approved 1/30/2013 by ALSC d
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 0-0-0
spantsetback 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 04-8
cantilever one face; 0-1-8 cantilever opposite face.
Wind
Wind loads and reactions based on MWFRS. Q
i
Left cantilever is exposed to wind I
Left bottom chord exposed to wind. I
w
!
tl
i
q
d
i
I
*"IMPORTANT" FURNISH THIS
> reqquire extreme care in fabricating, ha
nenf Safety Information, by TPI anc�'SB1
per BCSI. Unless noted olherwlse,top V
c1 rigpid ceiling Locations shown for pen
icaMe. Apply plates to each face. of tru
Is 160A-Z for standard plate positions.
a division of ITW Buildingg Components
conformance with ANSI/TPI 1, or for h
this drawing indicates acceptance i
ae of this thawing for any structure,
information see this !ob's general notes page and
I
r
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefi U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.135
TPI Std: 2007
Max BC CSI: 0.026
Rep Factors Used: No
Max Web CSI: 0.000
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.02.01D.0314.13
40 015A38 FF 50 81B0'BB 7F48 CO 99 2E 95 FB
r14a item9wst eroe .. s3�ned x9 scaledtiyb :d martW4
?�: C�.. tt,:.HR7iH3.Sun <tiffic�a� shown ai;mma eas�g� saki-s
'ftb
aaxtlsamttCa�xla,
Wd tapiaaftfi&dWM=W.AWsnotCWAff=ldsf MAdscaled
gad tiuc,SiAdi entaaA gcctda must-bz zdf7¢d ons'ayddamir
=Vas.
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
,Dina, installing and bracing. Refer to and follow the latest r
as
on
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL I
B 127 /78 /- 1- 1- 15.7
D 20 1- /10 1- !- /1.5
C 51 139 /- /- /- 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 14 -9 B-C 12 -10
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
of
failure to build the
g or cover page
in. The suitability
Job Number: 136DCS133 Ply: 1 SEQN: 6819851 T25 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: `1 FROM: DJH DRW:
Truss Label: FT7 Wgt 109.2 Ibs Page 1 of 2 .. / ... 10/13/17
" 1,4„ -�
(TYP)
=2X4(R)
A B C D E F G H I
W=3X4
W=3X4
J K L M N O P
2X4(R)
QR
19'11"8 ol
19,11"8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF
TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph PY. NA Ce: NA VERT(LL): 0.000 P 999 360 T. 109 /_ /- /- /- / 239
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req = -
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface.
Des Ld: 55.00 EXP: NA Mean Height: NA It Code
0.001 R - -
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs)
TCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp.
Soffit: 0.00 BCDL: NA psf p'
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.018 A - B 1 0 J - K 1 0
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 K - L 1 0
Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: C - D 1 0 L - M 1 0
I: NA GCpi: NA Plate Type(s): D- E 1 0 M- N 1 0
Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.19 E- F 1 0 N- O 1 0
Lumber F- G 1 0 O- P 1 0
G-H 1 0 P-Q 1 0
Value Set: 13B (Effective 6/1/2013) H- I 1 0 Q- R 1 0
Top chord 4x2 SP #1 I - J 1 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values Maximum Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp.
i AK-AJ 0 -1 AB -AA 0 -1
Bracing AJ-AI 0 -1 AA- Z 0 -1
Sheathing is required for any longitudinal(drag)� ' AI-AH 0 -1 Z- Y 0 -1
forces. All connections to be designed by the building�AH-AG 0 -1 Y - X 0 -1
designer. AG-AF 0 -1 X - W 0 -1
Fasten rated sheathing to one face of this frame. Rio, W e " AF-AE 0 -1 W - V 0 -1
AE-AD 0 1 V-U 0 -1
Plating Notes AD -AC 0 1 U- T 0 -1
iw
All plates are 2X4 except as noted. * AC -AB 0 -1
Additional Notes w Maximum Web Forces Per Ply (Ibs)
OF:bey.
See detail STRBRIBR1014 for bracing and bridging ,a Webs Tens.Comp. Webs Tens. Comp.
recommendations. 00144
0�
Webs are square cut except dbl diagonals or as yy " oo 0.1. AL -AM 0 -2 R - T 0 -4
otherwise shown.
.44 A -AK 0 -5 T-S 0 -7
Truss must be installed as shown with top chord up.
y Maximum Gable Forces Per Ply (Ibs
SEMALA Gables Tens.Comp. Gables Tens. Comp.
40 015A38 FF 5B 81 B0 BB 7F48 0O 9-q2E 85 FB B -AJ 0 -107 J -AA 0 -133
rt^ib itamHasP. ettckds� acf aadsaalad by rd�IMartt ", C-AI 0 -139 L-Z 0 -133
PE (rL. Lk. Wlwf*a Via dxsestuswaabamvdngvwtFL D-AH 0 -132 M-Y 0 -133
avthendaatr+zdc. E -AG 0 -134 N- X 0 -134
Frbt 4.Pii=&1dzdrr_ca r�t� amaw &wad edandi lad F-AF 0 -133 O-W 0 -132
=6 ttsc.s:YA.K3a en�caa€cesas�lanust ba*w 4d cn agjd�tmnk G -AE 0 -133 P - V 0 -139
lm H -AC 0 -133 Q- U 0 -107
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
.
listing this drawing,indicates acceptance of professional engineering responsibility solely forthe design shown. The suitbtlrty
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 general notes pacte and these web sftes_ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA www.sbdndustry.com; IM www.iccsafe.orri
Job Number: 136DCS133 Ply: 1 SEQN: 6819851 T25 / SY42
4EHB Hayden-2601 "D" OL OW /OR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW:
Truss Label: FT1 Wgt: 109.2 Ibs Page 2 of 2 / ... 10/13/17
q I -AB 0 -133
>�eval
I * x,
.r TsbF
I
0 RA
o
i GERALA
40 0138 FF5B81B68B7F4800992E85 FB
*,khomhmbtm zta pz aed=0 waled byfAwwzlCdarkl=4
I �£(FL 0C.M.192!ame�cc zshawRa6 mus gasxa L
p s�Wm+st�a�sa�ada.
45mecd anp�caSz9m d�xc�saazara notcx�§il s�nedaail:�abd
`II mte�SP�eexiR,.iasn�tanGtSaczsjam�iL+c�rrf3ed an a�y�cctfatsia '
I c�inx:
**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, b TPI and SB,CA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary
bracing I�er BCSI.. Unless noted ohenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, 1374 BiD,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. er to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group !nc.,shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIlTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance Bof pprofessions engineeringg responsibility solely for the design shown. The suitability
and use of this gnawing for any structure !s the responsibility of the 8uildIng Designer per ANSIITPI 1 Sec.2.
Job Number: 136DCS133 Ply: 1 SEQN: 688745 / T43 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 5 FROM: DJH DRW:
Truss Label: FT2 Wgt: 142.8 Ibs / ... 10/13/17
gp"12
7'3"8 1 9'3"8 4 19'11"8 r
7'3"8 12' 11 10'5"12
1112X4 1112X6 =5X6=2X4(R)
2X4(R) 1112X4 1116X8(R) W=3X4 =3X4 1112X4 1112X4
T e
ADA B C D E F G H I J K L M N O PQ
v=2X4(R)
e AE
AA X W V U
AC AB SZ(gY III5X6(R) ==5X8 =4X4 T S R
W=3X4
� 19'11"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 Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.379 H 616 360 AC 1084 / - 1- / - ! - / 7.5
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 / - / - / - ! - 14.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5
Des Ld: 55.00 EXP: NA HORZ(TL): 0.076 R - - R Min Brg Width Req = 1.3
Mean Height: NA ft Bearings AC & R are a rigid
NCBCLL: 10.00 TCDL: NA psf Code ! Misc Criteria Creep Factor. 1.5 9 gid surface.
Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.535 Bearing AC requires a seat plate.
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.712
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.658 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 1 0 1-1 0 -4604
Wind Duration: NA WAVE VIEW Ver: 16.02.0113.0314.13 B - C 0 -1891 J - K 0 0
Lumber C- D 0 -3329 J- L 0 -4086
Value Set: 13B (Effective 6/1/2013) D - F 0 -3329 L - M 0 -3305
E-F 0 0 M-N 0 -3305
Top chord 4x2 SP #1 F - G 0 -4618 N - O 0 -1896
Bot chord 4x2 SP 91
Webs 4x2 SP #3 G- H 0 -4624 O- P 1 0
H - I 0 -4612
Lumber value set "1313" uses design values
approved 1/3012013 by ALSC
Maximum Bot Chord Forces Per Ply (Ibs)
Plating Notes ti Chords Tens.Comp. Chords Tens. Comp.
All plates are 4X6 except as noted. 9.t, AC -AB 1059 0 W - V 4392 0
t�� x AB-Z 2708 0 V-U 0 0
Deflections 1# v011AA- Z 0 0 V- T 3809 0
Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detailZ - Y 4034 0 T - S 2700 0
DEFLCAMB1014 for camber recommendations. 71 41 10. Y - X 4035 0 S - R 1061 0
- W
Additional Notes X 4624 0
+ 2x6 continuous strongback. See detailIr
STRBRIBR1014 for bracing and bridging ,y Maximum Web Forces Per Ply (Ibs)
• Webs Tens.Com Webs Tens. Comp.
recommendations. '�' �' p'
Webs are square cut except dbl diagonals or as ' AD-AE 0 - 3 W - J 621 -66
otherwise shown.,+ A -AC 0 -41 J- V 0 425
Truss must be installed as shown with top chord up.
AC-B 0-1474 V-L 386 0
B -AB 1157 0 L- T 0 - 684
AB-C 0 -1136 M-T 0 -79
C- Z 844 0 T- N 822 0
SERAL 40015A38FF5B81808B7F+4800392E95FB D-Z 0 Z-F 0 -9559 N-S9 S-0 1161 -1110
0
Blatt 3trtr:�liaabzda cle ztnad.=J saaWby Pruaml Martinez, F-X 1381 0 O-R 0 -1477
ff (FL LIc.CSa£82) cn GAS sYas�shsastaa about Wng a 5Nw.L
X-G 0 -918 P-R 0 -40
H-W 0 -326 R-Q 0 -7
trJcs�ties�ttf�d nrmnotrtsasiadsigs�a3aa�:caia4
aasC the 575.ti..<etrtiiaticxa�zde rru[ iam tif&sdtates�dectrar:£:
files.,
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted diherwise,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 910,
as applicable. Apply plates to each face of truss and position as shown above and on theJoin 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 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 prot°essiona engineering responsibility solely for the design shown. The suitbility
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 wWs general notes page and these web sites: ALPINE: www.al ineft w.com• TPI: www.tpinst.org• SBCA www.sbcindu .com; ]CC: www.locsafe.org
I A
Job Number: 136DCS133 Ply: 1 SEQN: 676129 / T32 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 11 FROM: DJH DRW.
Truss Label: FT3 Wgt: 98.0 Ibs / ... 10/13/17
1
T3"8 9'3"8 �I. 15111"8
7.3"8 2' 6,8"
1'3" i f7"'� 1'10"12
2'6"1 1'�"� �— 27 1'3"
i
=4X60 =4X4 1113X4(R) 1113X4(R) =4X4 =4X6
A o n r% C C n 1..1 1 V
T y'8 =2X4(R)l
it
r=2X4(R)
1 38
Loading Criteria (psg
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 "
=4X4
d =4X6 =3X6 1113X4(R) 1113X4(R) =3X4 =4X6 =4X6
P
15'11"8
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA 1
Category: NA
EXP: NA j
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft i
Loc. from endwall: NA
I: NA GCpi: NA 1
Wind Duration: NA 1
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP 91 I
Webs 4x2 SP #3
Lumber value set "13B" uses design values I
approved 1/30/2013 by ALSC I
Plating Notes 1
All plates are 2X4 except as noted.
0
Hangers / Ties ;
(J) Hanger Support Required, by others I;
Additional Notes
+ 2x6 continuous strongback. See detail f STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square cut except dbl diagonals or as I
otherwise shown.
Truss must be installed as shown with top chord) up.
I
Snow Criteria (Pg,Pt in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
Po: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 / _ /
Lu: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 / - /-
Snow Duration: NA HORZ(LL): 0.031 B - - S Min Big Width Req = 1.5
HORZ(TL): 0.051 B L Min Brg 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
/ 7.5
Rep Factors Used: Yes
Max Web CSI: 0.404
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
F- G
0 -2675
WAVE
VIEW Ver: 16.01.018.0614.20
B - C 0 -1441
G - H
0 -2664
C- D 0 -2393
H -1
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 I
R- Q 2021 0 N- M 2022 0
Q-P 2625 0 M-L 831 0
P - O 2675 0
Maximum Web Forces Per Ply (Ibs)
No # v.
Webs
Tens.Comp.
Webs
Tens. Comp_
T-U
0 -3
G-O
0
-354
A-S
0 -41
O-H
552
-47
S-B
0-1161
H-N
0
-391
v
STATER-C
B-R
844 0
0
N-I
I-M
464
0
0
-807
-808
C- Q
506 0
M- J
849
0
D-Q
0 -98
J-L
0
-1160
Q-E
E-P
0 -393
420 -162
L-K
K-L
0
0
-15
-45
)�dnwWs
P-F
71 -299
° 40 01 SA38 FF 5B 81130 BB 7F48 00 99 ZE 95 FB
rFAxit¢tn'Rsss%salee9ec�is 4s& ¢ xduaalwbyVdAmn aka,
PEW.. Lk.041101 ontTa date %town akma w..3ag a StWl,
R a€ad7¢rtka.E�rr¢a.
29amdco;a aldis doavmcca m notc'cm-A&mmd a8nsda d=hl
iandRt .,5e5Awi aa+; ¢nr-,toad¢ac lamtatbm ifcsl mmydedmnk
�. smplat..
"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, bV TPI anr7'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary
r BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ,e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of
its drawin any failure to build the
on this drawing or cover page
Ledesign shown. The suitability
Job Number: 136DCS133 Ply:1 SEQN: 681991 / T44 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City_ 3 FROM: DJH DRW.
Truss Label: FT4 Wgt: 105.0 Ibs / ... 10/13/17
7'3"8 9'3"8 9' "12 16'2"10
7'3"8 2' 4 6'8"14
{ 17"12 } 1712 { Lf 271
1'3"
1112X4 1112X4
1112X4 =4X4 1112X4 1113X4(R) W=3X4 =4X4
A B C D E F G H I J K
3•e=2X4(R)
2X4(R)X
1 e
v�
1112X4
L
M
2X4(R)
WICI i=c ►IA i .i li u%� i ►�� i�
I Nil
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
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 6/1/2013)
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
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 cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
=Jno IIIYA•4 =O^V
W=H0308
16'2"10
Snow Criteria (P9,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 VE RT(LL): 0.185 F 999 360 V 878 1- / - / - 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 - - N Min Brg Width Req = 1.3
Code / Misc Criteria Creep Factor. 1.5 Bearings V & N are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate.
TPI Sid: 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)110(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-I 0 -2444
C- D 0 -2454 I- J 0- 2444
D- E 0 -2454 J- K 0 -1472
E-F 0 -2759 K-L 1 0
F - G 0 - 2766
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
V- U 849 0 R- Q 2766 O 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
v- No ' Maximum Web Forces Per Ply (Ibs)
wo
Webs Tens.Comp. Webs Tens. Comp.
a
W-X 0 -3 Q-G 144 -71
>, A-V 0 -41 G-P 0 -648
e V-B 0 -1181 I-P 95 -136
TAT O *4All B-U 865 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
` 0 E- R 45-420 N- M 0 40
R-F 56 -322
40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB
rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz:
9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni
EtenGcaau�9c,
r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd
wA onwt trtwdf&-J marydcctmr&
csxyina_.
—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 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly
attached rigid ceiling Locations shown far permanent lateral restraint of webs shall 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 JoinCDetails, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_
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 ANSIITPI 1 Sec.2.
For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm
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
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 6/1/2013)
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
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 cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
=Jno IIIYA•4 =O^V
W=H0308
16'2"10
Snow Criteria (P9,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 VE RT(LL): 0.185 F 999 360 V 878 1- / - / - 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 - - N Min Brg Width Req = 1.3
Code / Misc Criteria Creep Factor. 1.5 Bearings V & N are a rigid surface.
Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate.
TPI Sid: 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)110(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-I 0 -2444
C- D 0 -2454 I- J 0- 2444
D- E 0 -2454 J- K 0 -1472
E-F 0 -2759 K-L 1 0
F - G 0 - 2766
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
V- U 849 0 R- Q 2766 O 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
v- No ' Maximum Web Forces Per Ply (Ibs)
wo
Webs Tens.Comp. Webs Tens. Comp.
a
W-X 0 -3 Q-G 144 -71
>, A-V 0 -41 G-P 0 -648
e V-B 0 -1181 I-P 95 -136
TAT O *4All B-U 865 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
` 0 E- R 45-420 N- M 0 40
R-F 56 -322
40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB
rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz:
9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni
EtenGcaau�9c,
r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd
wA onwt trtwdf&-J marydcctmr&
csxyina_.
—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 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly
attached rigid ceiling Locations shown far permanent lateral restraint of webs shall 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 JoinCDetails, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_
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 ANSIITPI 1 Sec.2.
For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
V- U 849 0 R- Q 2766 O 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
v- No ' Maximum Web Forces Per Ply (Ibs)
wo
Webs Tens.Comp. Webs Tens. Comp.
a
W-X 0 -3 Q-G 144 -71
>, A-V 0 -41 G-P 0 -648
e V-B 0 -1181 I-P 95 -136
TAT O *4All B-U 865 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
` 0 E- R 45-420 N- M 0 40
R-F 56 -322
40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB
rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz:
9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni
EtenGcaau�9c,
r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd
wA onwt trtwdf&-J marydcctmr&
csxyina_.
—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 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly
attached rigid ceiling Locations shown far permanent lateral restraint of webs shall 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 JoinCDetails, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_
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 ANSIITPI 1 Sec.2.
For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm
40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB
rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz:
9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni
EtenGcaau�9c,
r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd
wA onwt trtwdf&-J marydcctmr&
csxyina_.
—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 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly
attached rigid ceiling Locations shown far permanent lateral restraint of webs shall 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 JoinCDetails, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_
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 ANSIITPI 1 Sec.2.
For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm
IT4EHBruss Ha den FTS 01 "D, OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I � 11 Ibs I FROM: DJH 61 I T34 / SY42 DRW 1 ... 10/13/17
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 Std: NA
Speed: NA mph
Enclosure: NA w
Category: NA
EXP: NA I
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf I
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA `
I: NA GCpi: NA
Wind Duration: NA
T-8
1-2"12
-� 1'2"12
=3X8 =3X4 =3X8
A B C
I
I
I
I
3X10
=3X10
3'8"8
Lumber
Value Set: 13B (Effective 6/1/2013) I
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
P
Lumber value set "13B" uses design values I
approved 1/30/2013 by ALSC I
°
Additional Notes
Webs are square cut except dbl diagonals or as i
otherwise shown. I
Truss must be installed as shown with top chord ,up.
I
I
I
I
I
I
I
r
p
I
1
I
u
I
1
I
I
I
I
Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pt 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 Big 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 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 108 0
40 01 SA38 FF 50 8180 88 7F48 00 99 2E 85 F8
INU irencAsrsDtcnak mad wdiakd'hg f tw—1 Wrtbva.7,
n(rt.. a SFA>;.
"entacarimcmdc.
metedvat csaid=d%*Mdands Idd
m.d tfvxsrwi a442r1efiL��:fll,K C4dC PtflY.r C%d'tlf..il RR.iiIFf G�£trldif
L OOL
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 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) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny
aaid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 61 D,
le_ ADoty plates to each face of truss and Dosition as shown above and on the Joinf Details. unless noted otherwise. (2efer to
a division of
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job Number: 136DCS133 Ply: 1 1 SEQN: 6225631 T42 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton l4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW:
Truss Label: FT6 Wct: 30.8 Ibs I ... / ... 10/13/17
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BOLL: 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 Std: 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 91
Bot chord 4x2 SP #1
Webs 42 SP #3
Lumber value set "l3B" uses design values
approved 1/3012013 by ALSC
Special Loads
—(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00)
TC- From 50 plf at 0.00 to 50 plf at 2.5B
BC- From 5 plf at 0.00 to 5 pif at 2.71
TC- 200 lb Conc. Load at 0.40
TC- 878 lb Conc. Load at 2.02
Hangers / 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.
1'312 --� F3 1
r d 1� 0�12
1112AX4 =3gX4 III C 4
x
i- 2'8"8
D
=3X4
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefl U#
Loc R 1 U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.005 B 999 360
F 435 ! - / - /_ /_
/ -
Lu: NA Cs: NA
VERT(TL): 0.007 B 999 240
D 785 / - / - ! - / -
/ 6.0
Snow Duration: NA
HORZ(LL): 0.001 D - -
F Min Brg Width Req = -
HORZ(TL): 0.001 D - -
D Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 1.5
Bearing D is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.946
TPI Std: 2007
Max BC CSI: 0.124
Maximum Top Chord Forces Per
Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.104
Chords Tens.Comp. Chords
Tens. Comp.
FT/RT:12(0)/10(0)
Mfg Specified Camber:
A- B 1 0 B- C
1 0
Plate Type(s): ,
WAVE
VIEW Ver: 16.01. 11B.0614.20
Maximum Bot 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
STATE
40 015A38 FF513 8180 BB 7F48 00 99 2ES5 FB
rE.lt Itemiras trss» sizcir�as:�iffiy:�rtsd am9x�alcdrrr rta�+as7leFarttn�3,
p£tt:i..Uc.tlA2F�"Iasri�dasz shawm a6¢�.v^.enq r5N�•i �
s4azhenGcazicaY zcrir.
tn3c ivs m3sld:; d=�Ai teat cznifsvd 171naas mdsealed
sand tisc tAdha."Sm eme east tmWdred.M s jdy ctmrk
cavim
"`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bV 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 propperly
aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
le._ Apply plates to each fart_ of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to
a division of
'ivi l,orrorn
acceptance
any structure
failure to build the
g or cover page
m. The suit -ability
y.com; [CC: www.icaafe.
Job Number: 136DCS133
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Truss Label: FT7
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 "
1112X4
2X4(R) = 6 A
AE
7'3"8
7'3"B
1712
°
1112X6
! 1112X4 1116X8(R)
C D E F G
Qty:1DRW:
5.6 Ibs I FROM: DJH 89 / T33 / SY42 I / 10/13/17
9'3"8 15'11"12 1911"18
2' 6'8"4 3'11"12
[_L 9 -{ �3"12 f- 1'6" -� 2'512 1
W=3X4
1112X6
H I
=3X4 1112X4 =5X10
L M N
2X4(R)
=5X8 1112X4
O P C2
AD =5X6 =5X8 ur-+nrvtry; =ynr 1114X4 =5X8 =5X8
a
W=3X6
!
19'11"8
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA V
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 q
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 42 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
I
Special Loads
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)
TC- From 100 plf at 0.00 to 100 pif at 19.71
BC- From 10 pif at 0.00 to 10 pif at 19.83
TC- 435 lb Conc. Load at 15.98 1
Plating Notes I
I
All plates are 4X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.45" DL: 0.25". See detail
DEFLCAMB1014 for camber recommendations':
Additional Notes
+ 2x6 continuous strongback. See detail I
STRBRIBR1014 for bracing and bridging
recommendations. 1
Webs are square cut except dbl diagonals or a
otherwise shown.
Truss must be installed as shown with top chord up.
I
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Nl
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
0
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL
VERT(LL): 0.453 H 515 360
AD 1165 / - /_ /_ /_
VERT(TL): 0.708 H 329 240
R 1440 / - / - /_ /_
HORZ(LL): 0.058 R - -
AD Min Brg Width Req = 1.5
HORZ(TL): 0.091 R - -
R Min Brg Width Req = 1.3
Creep Factor. 1.5
Bearings AD & R are a rigid surface.
Max TC CSI: 0.769
Bearing AD requires a seat plate.
Max BC CSI: 0.967
/W
/ 7.5
/ 4.0
Max Web CSI: 0.785
Maximum Top Chord Forces Per Ply (Ibs)
Mfg Specified Camber:
Chords Tens.Comp.
Chords
Tens. Comp.
A-B
1 0
1-1
0 -5184
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 - 1
0 - 5209
40 01 5A 38 FF 56 8160 8117F48 00 99 2E 85 F0
rr<arn hnbm ekdrat%zZ� s4nad arA =zWIq Ma ltdantnas
PEfFL. Lic. rrtffi2(an lirsda2rstravtma w.3agas➢isa
atlrardra3laswdc.
? tad capft aar&A dam=x A, gotcm-ldmad Apwd nd mind
and ttrc sistiilaaAtrantual eaar BmmuC taawrdh_-dcnstradatmrak
corks.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
AD -AC
1142
0
X - W
5116
0
AC -AA
2957
0
W- V
0
0
AB -AA
0
0
W- U
4715
0
AA- Z
4503
0
U- T
3751
0
Z- Y
4503
0
T- S
3751
0
Y-X
5217
0
S-R
1434
0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
AE-AF
0 -3
J - W
0
-298
A -AD
0 -42
W- L
259
0
AD-B
0-1589
L-U
0
-540
B -AC
1273 0
M- U
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
AA- F
0 -1138
S- O
1648
0
F-Y
1536 0
O-R
0
-1995
Y-G
0 -1006
P-R
0
-34
H-X
0 -137
R-Q
0
-7
X-J
147 0
"WARNING" READ;AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, haridlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
aid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or 610,
le. 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
rIYI 1; or for h
acceptance
any structure
failure to build the
g or cover pa e
rn. The suitability
Job Number: 136DCS133 Ply: 1 SEQN: 6816811 T47I SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty 1 FROM: DJH DRW.
Truss Label: FT8 I Wgt: 86.8 Ibs .. / ... 10/13/17
A
T 3-2X4(Rr
2X4(R)
3 A
(TYP)
B C D E F G H I J K L M
Loading Criteria (pst) 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 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 "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
N
15'8"
15'11"8
Snow Criteria (Pg,Pf in PSF) Defl/CSI 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): 0.001 A 999 360 N* 110 1- l - I- l - 1188
Lu: NA Cs: NA VERT(TL): 0.001 A 999 240 Z Min Brg Width Req = -
Snow Duration: NA HORZ(LL): -0.001 A - - Bearing Z is a rigid surface.
HORZ(TL):-0.001 A
Code I 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 Sid: 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 - I 1 0
FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 1 0 1-1 1 0
Plate Type(s): I D- E 1 0 J- K 1 0
WAVE VIEW Ver: 16.01.01 B.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
Its
W-V 0 1 Q-P 0 -1
tt V- U 0 -1 P- O 0 -1
". U-T 0 -1 O-N 0 -1
pax
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
No 2
ft' AA -AB 0 -2 N-M 0 -8
40,
A-Z 0 -43 M-N 0 -49
a a
At
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
'a, B-Y 0 -141 H-S 0 -133
C-X 0 -132 I-R 0 -133
E- V 0 -133 K- P 0 134
F-U 0 -133 L-O 0 -133
SEPAL G-T 0 -133
40 015A38 FF 5B 8180 BB 7F 48 ()0 992E &5 FB
aMitemtvii,raeesamlaztt r3padamd�lad by!A>fttlrnarttw_s,
PEQKL 11c.047:Ultn2to daft MtownabalatiAg a SKAl
asdhentkalimWde.
Praatadc i +ei'a}v's dffi.t—Aara not cmd&wall Ava dand=hd
aid Yh-avtd+antia3s"="'II* east bAWdfbfM My asi=kMok
c�1ax:
**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
Componen[ Safety Information, byy TPI anc7'SBCA) taF safety practices prior to performing these functions. Installers shall provide temposrrvy
bracing per BCSI.. Unless noted oiherwise,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 Joint Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinp 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 suitbility
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'ab's general notes pacand these web sites: ALPINE: www.al inefw.com: TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.jccsafe.onzl
Job Number: 136DCS
SEQN:
T4EHBruss Label-26FT9 1 "D1 OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I Wgt '114.8 Ibs I FROM: DJH 24 ! T40 / SY42 I DRW./ 10/13/17 I
574 { 7-2"4 7' "8 16'8"
57-4 2' '4 9'3"8
w
i
f" 1'3"
1'3"12 1'3"12 I� 2'6" �� —� a {� 2'5"12 ---1 --}� �►� 2,6„ 1,3„
W=3X4
III2X4 1112X4 =3X6 =3X4 1112X4 =4X4 III2X4
A B C DE F G H I J K=2X4(R)
II�
-��I®Illffl-
I. \�.�
till �
IF
j!
•
=DAD vv=.SAct X
i
se
2X4(R)
( as =m
M
=4X4
16'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph I Pf: NA Ce: NA VERT(LL): 0.271 R 715 360 W 917 ! - / - / - ! - / _
BCLL: 0.00 Enclosure: NA I Lu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 ! - / - / - / - 17.5
BCQL: 5.00 Category: NA I EXP: NA Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = -
Des Ld: 55.00 � HORZ(TL): 0.043 M - - M Min Brg Width Req = 1.5
Mean Height: NA ft Code / Misc Criteria CreepFactor. 1.5 Bearing M is a rigid surface.
Noffit: 1 .00 TCDL: NA psf I Bearing M requires a seat plate.
Soffit: 0.00 BCDL: NA psf i. Bldg Code: FBC 2014 RES Max TC CSI: 0.764
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.856 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.465
Loc. from endwall: NA I 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 I WAVE VIEW Ver. 16.01.01B.0614.20 B - C 0 -1503 G - H 0 -2543
Lumber C- D 0 -2861 H- 1 0 -2543
Value Set: 13B (Effective 6/1/2013) R D - E 0 -2878 I - J 0 -1523
I E-F 0-2917 J-K 1 0
Tap chord 4x2 SP #1 I
Botchord 3 #1
We SP
Webs 4x2 SP #3 h Maximum Bot Chord Forces Per Ply (Ibs)
We
Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC d W- U 870 0 R- Q 2884 0
PV- U 0 0 Q- P 0 0
Plating Notes
U- T 2267 0 Q- O 2885 0
All plates are 4X6 except as noted I* it T - S 2263 0 O - N 2141 0
I x��• S- R 2878 0 N- M 874 0
Illyz
Deflection
Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail 42:�°� ' Maximum Web Forces Per Ply (Ibs)
DEFLCAMB1014 for camber recwmmendationsl Webs Tens.Comp. Webs Tens. Comp.
Additional Notes I 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 I ; B - U 881 0 0-1 547 0
recommendations. I " f� U- C 0 -1056 I- N 0 - 859
Webs are square cut except dbl diagonals or as I m C - S 976 0 N - J 902 0
otherwise shown. I ¢ �� S- D 0 -346 J- M 0 -1217
Truss must be installed as shown with top chord' up. W, R - E 67 -270 K - M 0 -42
I Q- G 220 55 L- X 0 3
I 40 015A 3E FF 5881 BO 8B 7F48 00 99 2E 95 FB
That itarnHrntc mltdrvim&�stud aad sealed by lylanW lWanMes;
I aEVL. Lk.r47101 as thz dza* shawn QbWM udosa SHAG
I aoetltn�itss-at&�sa�ade.
I wbud cepia ofdis dwr *srtaat emsi&red V,,A and sasjad
I 2n6 kl+c MfAA wufficntk2ekAcode nwt U wdfb4.m wrdecmnk
IcazS:.ies..
i
"`WARNING— READIAND 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
Componen[ Safety Information, byy TPI an7'SBCA) t9or safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
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 8uilding�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with AXIN PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover pattgae
listing this drawing indicates acceptance of protesslona engineeringg responsibility solely for the design shown. The su" bility
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS133
Ply: 1
SEQN: 6761311 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"
1'2"4
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)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
F 591 I - l - I - l - I -
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 Brg Width Req = -
Des Ld: 55.00
EXP: NA Mean Height: NA ft
HORZ(TL): 0.003 D - -
D Min Brg Width Req = -
NCBCLL: 10.00
TCDL: NA psf
Code / Misc Criteria
Creep Factor: 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 Sid: 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 It
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)
VIEW Ver: 16.01.01B.061420
Wind Duration: NA
WAVE
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 91 Webs Tens.Comp. Webs Tens. Comp.
Webs 4x2 SP 93
Lumber value set "13B" uses design values A - F 0 -28 B - D 0 -736
approved 1/30/2013 by ALSC F - A 0 -4B C - D 0 -179
F- B 0 -771 D- C 0 -28
.
Special Loads 5 B - E 50 -12
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)'-
TC- From 100 plf at 0.00 to 100 plf at 3.38
BC -From 10 at 0.00 to 10 at 3.38 TI00 ; +°
plf plf
TC- 917 lb Conc. Load at 1.85� ' ,m °
'No '047102
Hangers / Ties 1 04
(J) Hanger Support Required, by others'
Additional Notes
Webs are square cut except dbl diagonals or as"<;, STATE 0 e�
otherwise shown.
`�
Truss must be installed as shown with top chord up.wtw
gas
Ems..
40 015A 38 FF 50 8180 BB 7F48 00 99 2E 85 FIB
St,&!t¢mt4�abcmelscir�asfsa�*gs�yrcd;� sm�lad 6y Saa3 taart�es,
�&.(rt,tie.�CTa92}cr,-tt,�efa3¢shari"at7ns�t�s$nga5HA1
ms3at¢nttca'¢ar�c
t¢d c�€ms a#dsia dt�:e3^.asxar®nnxcm��sed si�r�aa ans2:salaE
eras ttn.�x asctGS¢,�aPrr,�a rn�zsenmaati3f� cs�c9¢atrar�
cs�ias-
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme pre in fabricatingg handlin shipping, installing and bracing. • Refer to and follow the latest edRion of BCSI (Building
Componen[ Safety Information, by TPI anr7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temposrryy
bracing er BCSI., Unless noted othenvise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly
attache�riggld ceiling Captions shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10,
as applipble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of pr 3 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.
For more information see this "ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org• SBCA: www.sbcindu .com; ICC: www.iocsafe.org
I W
IJob Number: 136DCS133 Ply: Truss yden6'1 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I WgY 1151.2 Ibs I FROM: DJH 86 / T46 / SY42 I DRW;
La -210/13/17 I
1'8"4 7'1"12 i 9'1"12 18'7"B
1'8"4 5'5"8 2' 9'5"12
i
17
2'6" —'i 1-4-
1112X4 =5X10 =5X6
A B C D,E F
r,
2-5"12 �`3 13"1—�� 2'6"
W=3X4 =2X4(R)
=4X10 -5X6 1112X4 1112X4
G H i _i K L M N
:1
'III WN IBC �i
1111I
II�iii III - �M
rJAA Z Y X W V U T S R Q 113
=5X8 =4X10 =5X6 =5X8 W=H0308=4X6(-')
9 18'7"8
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
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 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 1
Bot chord 4x2 SP #1
Webs 42 SP #3
Lumber value set "13B" uses design values p
approved 1/30/2013 by ALSC
Special Loads i
—(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)
TC- From 100 plf at 0.00 to 100 plf at 18.60
BC- From 10 plf at 0.00 to 10 plf at 18.50
TC- 591 Ib 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 detail
DEFLCAMB1014 for camber recommendations.
1
Additional Notes
+ 2x6 continuous strongback. See detail g"g
STRBRIBR1014 for bracing and bridging I
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up
"WARNING" READ
—IMPORTANT** FURNISH THIS C
a division of
38
2X4(R)
3 38 �
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
Pt NA Ce: NA
VERT(LL): 0.307 V 708 360
AA 1564 / - / - 1- / - 14.0
Lu: NA Cs: NA
VERT(TL): 0.480 V 453 240
P 1061 /- /- /- !- / 7.5
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 / 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: 0.759
Rep Factors Used: Yes
Max Web CSI: 0.538
FT/RT:12(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver. 16.01.01B.0614.19
0
40015A3.8FF5881B0BB7F4&00992E85FB
n&Item tmbz.A tr ysd3ned WAR fadhy rdaaeoclmarttnes,
cE(H..uc.6�3u33.t�2nadausltaw�rt aGQ•em rr,�gasNR�l
"entzca.3le nda.
�aated cep�rrt,�z doceII�m e�aacr�3�xsd �nae§�il �almd
=d tine. 3aaAaaenirita mexefarafter ba*aWLxJ a»a yagscrmenk
dies.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
3 0
H-1
0 -4028
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 Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
AA- Z
1686
0
U- T
0
0
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
V - U
4514
0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A -AA
0 - 67
U -1
445
0
AA- B
0 -2248
1- R
0
-675
B-Z
805 0
K-R
0
-58
Z-C
0 -1192
R-L
785
0
C-X
716 0
L-Q
0
-1088
X-E
0 -841
Q-M
1129
0
E-W
954 0
M-P
0
-1444
W-F
0 -445
N-P
0
-42
V-G
92 0
O-AB
1
-3
G-U
0 -638
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
ty practices prior to performing these functions. Installers shall provide temporary
have properly attached structural sheathingq and bottom chord shall have a pro any
:ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
ition as shown above and on the Joint Details, unless noted otherwise. f2efer to
shall not be responsible for any deviation from this drawing,any failure to build the
Aping, installation and bracing of;trusses.A seal on this drawing or cover page
.ona9 engineering responsibility solely_for the design shown. The suitability
any
ral nc
Job Number:
136DCS33 Ply:
SEQN:
4EHB Hayden-2601 "D, OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I Wgt 1145.E Ibs I FROM: DJH 72 / T41 / SY42 I DRW 10/13/17 I
7'11"4 9'11"4 2113"8
I` 7'11'A } 2' + 11'4"4 i
F'— LH 2'1"4F7'
LH
1112X4 =4X4
=2X4(R) =4X6 1112X4 =6X8 1112X6 1114X6(R) =4X6 W=3X4 1112X4 =4X6 1112X4
AAA B C D E F G H I J K L M N O P
AC =5X8 1115X6(R) 1112X6 W=H0308(I) =4X10
=4X6 =3X4
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
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA last
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 91
Webs 4x2 SP #3
Lumber value set "13B" 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 too Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.450 X 554 360
AC 1157 / - / - / - ! -
/ 7.5
Lu: NA Cs: NA
VERT(TL): 0.703 X 354 240
Q 1171 / _ / _ / _ / _
/ 4.0
Snow Duration: NA
HORZ(LL): 0.062 Q - -
AC Min Big 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 - 1 0 -5012
No 047182
v q
x
� v
w STATE
or-
' 0% —. I, �
40 01 5A 38 FF 50 81 SO BB 7F48 00 99 2E 85 FB
rfaitiCotnixnHccnslactarndca"ys aadand3caladbyytA=0Martina,.
(FL. tte.0 37i92j onth. doeshown abwa Mang a VA-1
wuheatkatssav :Ia
PdbUd 4rpin efthk drxEx^ AWo aat �sx&V dsaadwds lad
arb the .5t 4W-1 CAtkZ*ACode Ms fU 401W rata¢ydc tmrk .
coax.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AC -AB
1137
0
W- V
0
0
AB- Z
2925
0
W- U
4840
0
AA- Z
0
0
U- T
4840
0
Z- Y
4326
0
T- S
4192
0
Y- X.
5253
0
S- R
2927
0
X- W
5248
0
R- Q
1134
0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
AD-AE
0 -3
W - 1
454
-14
A -AC
0 -42
I- T
0
-438
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
Z- F
0- 968
R- O
1266
0
F- Y
1328 0
O- Q
0
-1582
Y-G
0 -602
Q-P
0
-15
X-H
274 -118
P-Q
0
-44
H-W
8 -665
"'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,
handl!n shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
ComonenF Safety Information, byy TPI andSBCA) toF safety practices prior to performing these functions. Installers shall provide temporarryy
bracinp
g per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. (Zefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing,indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is flte responsibility of the Building Designer per ANSIffPI 1 Sec.2.
For more information see this iob's general notes oaae and these web saes: ALPINE: www.alDineitw.com: TPI: wwwloinst.om: SBCA www.sbcindustrv.com: ]CC: www.ic safe.om
Job Number: 136DGS133
I
Ply: 1
SEQN: 622580 / T52 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O
Qty: 2
FROM: DJH
DRW:
Truss Label: FT13
Wgt: 168.0 Ibs
/ ... 10/13/17
p
B
.
p
T11"4 1 9'11"4
217"
r
T11"41 } 2'
} 11712
I
2'6"12 ��{
2"N 2'6"12 2'6"12 --�
=4X6
p =5X8 W=3X4
112X6 =3X4
=4X6
B iC D E F
G H. I J K L
MN
ADA
T Za: =2X4(R)
=22X4(R)
=
1
F2X%) X4(R)
T
e
1-1 AB AA I Z
AC =6X8 =6X6 1112X6
012X6 i
i
V,
r
Loading Criteria (psi) Wind Criteria
TCLL: 40.00 Wind Std: NA I
TCDL: 10.00 Speed: NA mph I
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 p
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 1
I: NA GCpi: NA
Wind Duration: NA
Lumber I
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values p
approved 1/30/2013 by ALSC I
Plating Notes
All plates are 6X6 except as noted. 6
I
Deflection
Max JT VERT DEFL: LL: 0.44" DL: 0.30". See 6tail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations. p
Webs are square cut except dbl diagonals or as
otherwise shown. p
Truss must be installed as shown with top chord up.
1
1
Y X W pILAO v v T
W=H0308 1114X6(R) W=3X6
=4X4
21'7"
S R Q P 1O
1112X6 =6X6 -6X8 1112X6
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw 1 Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.438 G 577 360
AC 1173 1- / - 1- / -
/ 7.5
Lu: NA Cs: NA
VERT(TL): 0.684 G 369 240
O 1173 / - / - / - / -
/ 7.5
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 / 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 Sid: 2007
Max BC CSI: 0.782
Rep Factors Used: Yes
Max Web CSI: 0.712
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 0 -1133 G- H
0 -5403
WAVE, HS
VIEW Ver: 16.01.0113.0614.20
B- D 0 -30M H- 1
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 -309
F-G 0 -5411 L-M
0 -1132
4001EA39FF5B8YBID 8137F4800992E85 FB
I ttdx iEernhuaRscetocsla siijicd a�s9 x�afad by rltaxas�l Mart§cns
i?E(FL. uc.041-E0210n t?c cailawr'at4 ga SHA4
tencsaiJsacc
Ftsatad cgl6�:sxixhfz eirxxr'we-at�ra nriif ee�xmd �nedimr+'I sealed
I ar,6 the �uiA.3a»Rhcntacs�aaza4tt ml�l �e vxrifAsd�aea�c9extiarsL
! LFa$Itl3:
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AC -AB
31
0
V - U
5309
0
AB -AA
2266
0
U - T
5309
0
AA- Z
3914
0
T- S
4949
0
Z-Y
3914
0
S-R
3916
0
Y- X
5400
0
R- Q
3916
0
X- W
5400
0
Q- P
2264
0
W-V
5411
0
P-O
31
0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
AD-AE
0 -103
H - T
28 - 342
A -AC
0 -1020
T- J
350 0
A -AB
1495 0
J- S
0 - 681
AB- B
0 -1537
S- K
704 0
B -AA
1109 0
K- R
27 0
AA-D
0 -1104
K-Q
0 -1101
D-Z
49 -3
Q-L
1116 0
D-Y
943 0
L-P
0 -1536
Y-F
0 -1160
P-M
1494 0
F- W
330 - 66
M- O
0 -1020
G- V
0- 320
N -AF
0 -103
V - H
562 - 248
—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 anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid 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 and position as shown above and on the Joint"Details, unless noted otherwise. Ike & 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',handhng 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 ANSUTPI 1 Sec.2.
Fnr m 7nin Finn c thie inh^e nanaral nntac nano and thr. a —hut- Ai PINF, — xlninei1 rn, TPI• unw, tninst nm• SRrA• — shdnduct- coin• 1rr" — irr_aafa nm
Job Number: 136DCS133 Ply: 1 SEQN: 681690 / T49 / SY42
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
i" 1 '4" -1
(TYP)
=2X4(R)
A B C D E F G
W=3X4
H I J K L M N O P
W=3X4
217"
21'7"
=2X4(R)
Q R
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF
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
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): O.O00 R 999 360 T. 109 /- /- /- /- 1259
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req = -
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface.
Des Ld: 55.00 EXP: NAght: NA it Code
R - -
NCBCLL: 10.00 TCDL: Mean Height:
psf Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs)
Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp.
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.018 A - B 0 0 J - K 0 0
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI`. 0.033 B - C 0 0 K - L 0 0
Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D 0 0 L - M 0 0
I: NA GCpi: NA Plate Type(s): D- E 0 0 M- N 0 0
Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.19 E- F 0 0 N- O 0 0
Lumber F- G 0 0 O- P 0 0
Value Set: 13B (Effective 6/1/2013) G- H 0 0 P- Q 0 0
H-I 0 0 Q-R 0 0
Top chord 4x2 SP #1 1-1 0 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "138" uses design values Maximum Chord Forces Per Ply (Ibs)
Comp -
approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Camp_
AK-AJ 0 0 AB -AA 0 0
Bracing A�. AJ-AI 0 0 AA-Z 0 0
Sheathing is required for any longitudinal(drag) AI-AH 0 0 Z - Y 0 0
forces. All connections to be designed by the building �1a' t$e AH-AG 0 0 Y - X 0 0
designer. 44, *' N W AG-AF 0 0 X- W 0 0
Fasten rated sheathing to one face of this frame. AF-AE 0 0 W - V 0 0
No 04718Z
AE-AD 0 0 V- U 0 0
Plating Notes AD -AC 0 0 U- T 0 0
All plates are 2X4 except as noted. + AC -AB 0 0
r�
Additional Notes
Maximum Web Forces Per PI Ibs
a ( )
Webs are square cut except dbl diagonals or as Webs Tens.Comp. Webs Tens. Comp.
otherwise shown. C *eo
* AL -AM 0 -5 R-T 0 -54
Truss must be installed as shown with top chord up. �� a ry ry �� A -AK 0 -54 S -AN 0 -5
"W" Maximum Gable Forces Per Ply (Ibs)
SEMALt Gables Tens.Comp.
Gables Tens. Comp.
40 01 5A 38 FF 50 8180 BB 7F48 00 99 2E 85 F5 B -AJ 0 -142
K -AA 0 -133
zhirtratsAvskacnelcctacn3cm q cdarj=afadtr¢rt�tlMzrkinw C-AI 0 -132
L-Z 0 -133
?E(n..ifs.wT:�jc�Nedax4stwwrairnrs ingasar s D-AH 0 -134
M-Y 0 -133
a�dienticaIIraarzlc
E-AG 0 -133
N-X 0 -133
rwol cmias,96L dwx=� mmsrt cxawdmmd F-AF 0 -133
O-W 0 -134
ardthe. a,.:des,aaimsu�cn�:stbce�xirecna,�dectmrsk G-AE 0 -133
P-V 0 -132
caaa 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy
TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryv
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have hracingg 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 JoinfDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
listing this 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 building Designer per ANSIITPI 1 Sec.2.
For more information see this'ob's general notes pacle and these web sties: ALPINE: www.al Ineilw.com: TPI: www. inst.o • SBCA: www.sbcindu .corn- ICC: www.iccsafe.or
Job Number: 136DCS133 w Ply: 1 SEQN: 681690 / T49 / SY42
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 2 of 2 / ... 10/13/17
J -AC 0 -133
13
40 015A3E FF 5B 81 BO BB 7F48 DU 99 2E S5 FB
Thu 110tnia1t*M 210 xealadfry facet marww'
� �.(A.,tYc.C#TaHt(anthzzt:shtivnaahas�usLngasN,ti '
i iisntirar�,�raxf¢.
I meted tcpl�csiCh�doc'st m�nvt�ted ��dr�aled
i aaadttse 3as€thentazasseadaans�xe:uerdf3�l.e�amye�ectmusfr
I mains
I
—WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI ,(Building
Componen[ Safety Information, byy TPI an 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 progpefly
attached rip!d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face. ofitruss 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 BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pprotessiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
Job Number: 136DCS133 Ply: 1 SEQN: 684539 / T51 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW:
Truss Label: FT15 Wgt: 127.4 Ibs / ... 10/13/17
�3"1 1'4"�
(T'P)
W=3X4=2X4(R)
A B C D E F G H I J K L M N O P
T
V'
1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6 W=3X4
187"8
187"8 -1
38
Loading Criteria (pso Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TOLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U#
LOG R
/ U / Rw
/ Rh / RL
/ W
TCDL: 10.00 Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.000 P 999 360
R• 109
/ - / -
/ - / -
1223
BCLL: 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.000 P 999 240
AH Min
Brg Width Req
= -
BCDL: 5.00 Category: NA
Snow Duration: NA HORZ(LL): -0.001 B - -
Bearing
AH is a rigid surface.
DesLd: 55.00 EXP: NA
HORZ("fL):-0.002 B - -
NCBCLL: 10.00 Mean Height: NA ft
TCDL: NA psf
Code / Misc Criteria Creep Factor. 1.5
Maximum
Top Chord Forces Per
Ply (Ibs)
Soffit: 0.00 BCDL: NA psf
BldgCode: FBC 2014 RES Max TC CSI: 0.072
Chords Tens.Comp.
p'
Chords
Tens. Comp.
p'
Load Duration: 1.00 MWFRS Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.009
A - B
2 0
1-1
2
0
Spacing: 24.0 " C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CS 1: 0.031
B - C
2 0
J - K
2
0
Loc. from endwall: NA
FT/RT:20(0)/l0(0) Mfg Specified Camber:
C - D
2 0
K - L
2
0
I: NA GCpi: NA
Plate Type(s):
D- E
2 0
L- M
2
0
Wind Duration: NA
WAVE VIEW Ver: 16.01.01B.0614.19
E- F
2 0
M- N
2
0
Lumber
F- G
2 0
N- O
2
0
G-H
2 0
O-P
2
0
Value Set: 13B (Effective 611/2013)
H -1
2 0
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Maximum
Bot Chord Forces Per Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
AH-AG
0 -2
Z - Y
0
-2
AG-AF
0 -2
Y-X
0
-2
Bracing
p
AF-AE
0 -2
X-W
0
-2
Fasten rated sheathing to one face of this frame.
*'6 Vig
AE-AD
AD
0 -2
0
W - V
V - U
0
0
-2
-2
-AC
-2
Plating Notes
Atq���
40
AC -AB
0 -2
U -T
0
-2
All plates are 2X4 except as noted.
*'
No 047182AA-Z
AB -AA
0 -2
0
T - S
S-R
0
0
-2
4
-2
-2
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
l
Maximum
Web Forces
Per Ply (Ibs)
recommendations.
�
Webs
Tens.Comp.
Webs
Tens. Camp.
Truss must be installed as shown with to chordup.
p
°
0.F w
A-AH
0 -67
Q-AI
0
-2
, $}-
P - R
0 - 50
Forces Per Ply
*a���•*��14
O
Maximum
Gables
Gable
Tens.Comp.
(Ibs)
Gables
Tens. Comp.
e %*;
$fillSERIAL
B
0
J-
0
-AG
C-AF
-133
0 -134
X
K-W
0
-133
-133
40015A38FF5081BOBB71`4800992E95FB
D-AE
0 -133
L-V
0
-133
V9UItem hnbceneledruc*1s4nedwdcaladbymaasexlmataftz,
E-AD
0 -133
M-U
0
-133
E(FL.uc.C471a21errthacolashown abx wngastma
F-AC
0 -133
N-T
0
-134
a+KheatlCaxcryerYda.
G -AB
0 -133
O- S
0
-133
2rtatad ca¢�rd'xts dotu^_entamnat cnrnvduad sfytnesamd sealed
H-Z
0 -133
aac the&MA-1 bamifiCd m=Vdcctrank
=Jvs.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to
drawings 160A-Z for standard plate 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 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ .
listing this drawing indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability
and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more infonnalion see this'ab's general notes page and these web sites: ALPINE: www.al ineft w.com; TPI: www. inst.o • SBCA: w.wr.sbcindu .com• IM www.iccsafe.org
Job Number: 136DCS133 Ply: 1 SEQN: 6811749 / T48 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: DJH DRW:
Truss Label: FT16 Wgt 128.8 Ibs .. / ... 10/13/17
7
a
1
7'1"12 9-1"12 1 1878
7'1"12 2' 978
f`LZ 3"1�{ 3"1� �3"1� � 2'5"12 --f"3 1y�3"1-L� � 113"
=5X6
1112X4 1112X4 1112X4 W=3X4 =3X4 1112X4
A B G D E F G H. I J K L
Ili �_N'0r �_III -��� 1M0.ii
r --:. ►v. Ill i uvr
KI
1114kd(R) =4X10 =5X6 W=3X4
3y
ae =ZM
18'7"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00
Wind Sid: NA
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R I U / Rw / Rh / RL / W
Z 1025 / - 1- / - ! - 14.0
TCDL: 10.00
Speed: NA mph
Pf: NA Ce: NA
VERT(LL): 0.313 T 694 360
BCLL: 0.00
Enclosure: NA
Lu: NA Cs: NA
VERT(TL): 0.489 T 444 240
O 1010 / - /- / - / - 17.5
BCDL: 5.00
Category: NA
Snow Duration: NA
HORZ(LL): 0.038 O - -
Z Min Brg Width Req = 1.5
Des Ld: 55.00
EXP: NA
HORZ L 0.060 O - -
(T )=
O Min B Width Re 1.5
q
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: NA ft
Creep Factor. 1.5
Bearings Z & O are a rigid surface.
Soffit 0.00
TCDL: NA psf
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 ft '
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.
A - B 3 0 G - H 0 -3600
I: NA GCpi: NA
Plate Type(s):
VIEW Ver: 16.02.01 D.0314.13
Wind Duration: NA
WAVE
B - C 0 -1276 H - I 0 -3600
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP 93
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 4X6 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.31" DL: 0.23". 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.
047182
a� e
ear rk F_ OF
C-D 0 -1276 I-J 0 -2996
D- E 0 -2648 J- K 0 -2996
E-F 0 -3818 K-L 0 -1744
F-G 0 -3831 L-M 1 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Z-Y
319
0
T-S
3831
0
Y-W
2096
0
S-R
0
0
X-W
0
0
S-Q
3440
0
W- V
3303
0
Q- P
2474
0
V- U
3301
0
P- O
985
0
U - T
3831
0
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
A - Z
0 - 33
G - S
33 - 570
Z-B
0 -1035
S-1
361 0
B-Y
1301 0
I-Q
0 -604
C-Y
0 -105
J-Q
0 -53
Y-D
0 -1115
Q-K
709 0
D-W
767 0
K-P
0 -1015
W- E
0- 909
P- L
1056 0
E-U
879 0
L-O
0 -1371
U-F
0 -281
M-O
0 -42
40015A38FF5BSUB06B7F4800492E95FB T-G 206 -171 N-AA 0 -3
+`kit lternRas meat ekciraatwffi/st�nada�t sealad fry tAar>m1 Marttnes,
FEM. ltc.kkt�SE2 (oai tTc d1R¢ahawn abawa lasing a sNA•i
acthcnd=tL-z=de.
trd cepiasafilia doazw tare not atawd—d nrai and :ralnd
and ta.mcdhad m=ydectmnk
capint.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, byy TPI anr7 SBCA) toy safety practices prior to pertorming these functions. Installers shall provide temposrrYy
er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate position
s.
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 ANSII7 PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page
this drawing, indicates acceptance of pr&ssionai engineering responsibility solely_for the design shown. The su" bility
any structure
ral notes page ant
SBCA'
Job Number: 136DCS133 Ply: 1 SEQN: 681692 / T50 / SY42
4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW.
Truss Label: FT17 Wgt 64.4 Ibs / ... 10/13/17
Loading Criteria (psf)
TOLL: 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 "
17' -+- 1'4" --
(TYP)
A B C D E F G H I
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category. NA
EXP: NA
Mean Height: NA it
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
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 93
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longdudinal(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 dbI diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
10'4"
10'4"
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Pf. NA Ce: NA
VERT(LL): 0.000 1 999 360
Lu: NA Cs: NA
VERT(TL): 0.000 1 999 240
Snow Duration: NA
HORZ(LL): -0.001 B - -
HORZ(fL):-0.002 B
Code / Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.074
TPI Sid: 2007
Max BC CSI: 0.018
Rep Factors Used: Yes
Max Web CSI: 0.031
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.01B.0614.19
No 047182
w +
STATE OF -Who'
SERIAL
40 015A 38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB
Thft itamhm bam akrsrontrab� 9pad aid uaWby bLv lMntbnaa,
FE (n,. Lk. r471UZf on the dzu shown above w.ng a SH,42
ad�thanffitat}caseadm
z�imtcd ca�tvstsf the. tfociaear.,t a9m not cmssiv�:rmd s�nas.' and sralad
mA tF�SiiA,au anGca�asrada metbm vrrifid rataaydcctrant:
cmyims.
J
♦ Maximum Reactions (Ibs), or `=PLF
Loc R /U /Rw /Rh /RL /W
X 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 I-J 0 -41
J-1 0 -6
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
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Are extreme care in fabricatingp handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Are
Information, byy TPI and'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le._ AppTy plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to
a division of
rfPI 1; or for h
acceptance
any structure
lis drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
i
®Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP
BC CALC® Design Report
Build 6080
Job Name: 4EHB Hayden D
Address: Lot 133 Creekside 136DCS133
City, State, Zip: , FL
Customer:
Code reports: ESR-1040
BD
Reaction Summary (Down / Uplift); ( Ibs )
Bearing Total
BO, 6" 5,818
B1, 7-1/2" 5,424
Load Summary
Dry 11 span I No cantilevers 1 0/12 slope
File Name: 136DCS133-Beam.bcc
Description: DesignMBM1
Specifier:
Designer: Jason Hill
Company: Raney Components, LLC.
Misc:
M-u/-W
Total Horizontal Product Length = 20-07-08
Floor BeamIBM1
October 13, 2017 13:33:57
61
Live Dead Snow Wind Roof Live Trib.
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) L 00-00-00 20-07-08 321
119
n/a
3 FT10 Conc. Pt. (f Ibs) L 03-09-12 03-09-12 509
189
n/a
Controls Summary Value I % Allowable Duration Case
Location
Pos. Moment 25,803 ft-Ibs 69.1 % 100% 1
10-00-15
End Shear 4,881 Ibs 1 45.9% 100% 1
01-10-00
Total Load Defl. U313 (0.753") 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" 75.3% n/a 1
10-00-15
Span / Depth 14.7 1 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
Notes
�N i��.
Design meets Code minimum (U240) Total load deflection criteria.'
Live
Design meets Code minimum (U360oad ion
deflec
Iload
o 82
Design meets arbitrary (1") Max mum) Total deflection criteria.r
Calculations assume member is fully braced.
Design based on Dry Service Condition.
,
STATE OF�
B�iIAL �:
40 01 5A 38 FF 5B 81 BO 88 7i=49 00 99 2E 85 FB
This ltamh=bem ekclsantcsitps +icd amd sralad by psi marthm.
�� g.'7., tsc. �x3�1 cn. tt<a dam.sfimm. atrsas ussrga sata•a
r�anlicat�aae
�rmied ctp cs�i"tAistieevaazsd am nat.czanxidamed cignes "coated
mcrdtlaa:ik authuntiza icode muthevarikdcacavydectmn.'!c
CWl".
®eolseCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor BeamIBM1
Dry 11 span I No cantilevers 1 0/12 slope October 13, 2017 13:33:57
BC CALC® Design Report
Build 6080
File Name:
136DCS133-Beam.bcc
Job Name: 4EHB Hayden D
Description:
Designs\BM1
Address: Lot 133 Creekside 136DCS133
Specifier:
City, State, Zip: , FL
Designer:
Jason Hill
Customer:
Company:
Raney Components, LLC.
Code reports: ESR-1040
Misc:
Connection Diagram
Disclosure
�►{
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
a minimum = 2" c = 12"
or ask questions, please call
(800)232-0788 before installation.
b minimum = 3" d = T
BC CALCO, BC FRAMER@ , AJS-,
Calculated Side Load = 440.0 Ib/ft
ALLJOIST@ , BC RIM BOARD-, BCIO ,
BOISE GLULAMi, SIMPLE FRAMING
Connection design assumes point load is top -loaded. For connection design of side -loaded
SYSTEM@ , VERSA -LAM@, VERSA -RIM
point loads, please consult a technical representative or professional of Record.
PLUS@ ,VERSA -RIM@,
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,
g ,� _ Top Loaded Only Connection
Double 1-M!* Versa -Lam
4'r 0% r
min.
M
When 2 pieces of 1-We Versa-Lanf are loaded from ab
Nail 9-1120 and 11-718" beams w/ 2 - rows 16d box or s
Nail 14".16m and 1 B' beams w/ 3 — rows 1 f d box or sirs 40015A38FF5881BtF0BB7F4S00992ES5 F8
Nail 24' beams w14 - rows 18d box or sinker nails. o�, e�tth Xhawnx dga SKA4 niara
Pxtatad cepinartts§ docz male vial tc W&Ted 2&wdaeti=led
and tta35ii.4•S asatfient`ttaa4ratima?emta�t6r axairizd cos arrrc7cc =Ac
cries.
,
Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Pertlally Enclosed, Exposure C, Kzt = 1.00
Ori 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt - 1.00
nr, ipn mein Wind Sneed. IS' Mean Helnht. Partlally Fnrinsed. Fxnnsure D. Kzt = 1.00
S
2x4 Brace
Goble Vertical
Spacing Species Grade
No
Braces
(1) Ix4 'L' Brace r
(1) 2x4 'L' Bracer
(2) 2x4 'L' Brace Ir
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace ■
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
-
S P F
P
#3
3' 8'
S' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' V
7' 8'
7' 11'
9' 1'
9' 6'
12' C'
12' 6'
14' 0'
14' 0'
Q%
Q
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' 1'
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
1 6' 8'
6' 11'
7' 10'
8' 2' 1
9' 4'
9' e'
12' 4'
12' 9'
1 14' 0'
14' 0'
-J
S P
#2
3' 10'
1 6' 7'
6' 10'
7' 9'
e' 1' •
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
l4' 0'
#3
3' 9'
1 5' 3'
5' 7'
6' 111
7' 5'
9' 2'
9' 7'
10, 11'
ill 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, ill
ill 8'
14, 0'
14' 0'
Stnndnrd
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' V
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9'
8' 10'
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
:p
i
U
S P P
Li P
#3
4' 2'
7' 1'
7' 9'
e' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
QJ
f l
Standard
4' 2'
6' 1'
6' 5'
8' 1'
B' 8'
10' 5'
10, 10,
12, 8'
13' 7'
14' 0'
14' 0'
O
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, e'
1t, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
8' 10'
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Q1
r
D f L
Stud
4' 4'
6' S'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10, 10,
11' 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' ID'
8' 3'
8' 7'
1 9' 9'
10' 2'
10' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
L�
X
d
U
O
S P P
Li P
f�l
#3
4' 7'
1 8' 2'
e' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
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'
S P
#1.
5' 1'
8' S.
e' e'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
Ill 7'
12' V
14' 0'
14' D'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' e'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
DV L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
1 4' 7'
6' 6'
1 6' 11'
1 8' 8'
9' 3'
11' 6'
12, 0'
13' 7'
14' 0'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group A:
S ruce-Pine-Fir Hem -Fir
61 / #2 IStandard N2 StStud
03 Stud N3 andord
➢ou las Fir-Lorch Southern Piner.s
#3 03
Stud Stud
Stnndnrd Standard
Group Bi
Hen-Flr
Nl 6 Btr
#1
Do Ins Flr-Larch Southern Pines -
al al
#2 a2
lx4 Braces shall be SRB (Stress -Rated Board),
..For ix4 So, Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values ma be used with these grades,
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/24a
Provide uplift connections for 75 plF over
continuous bearing (5 psf TC Dead Load),
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
AtioutjC. Attach 'L' braces with 10d (0.128'x3.0' min) nails.
nbl¢ Truss )K For, (1) 'L' brace, space nails at 2' ac,
In IS' end zones and 4' o.c. between zones.
Dingonnl brace aptbni YA)KF'ar (2) 'L' braces- space nails at 3' o.c.
in 16, end zones and 6' o. between zones.
vertical length may n, T
doubled when diagonal 18' A 'L' bracing must be a miNnum of 80% of web
brace Is used. Connect L member length,
diagonal brace for 60011 'L'
at each end. Max.Awelb Brace Gable Vertical Plate Sizes
total length Is 14)K)K Vertical Length No Alice
2x6 DF-L #2 or Less than 4' 0' 2X3
- -- better diagonal r Greater than 4' 0', but I 3X4
braces single I less than 11' 6'
Vertical length shown g - s - - - __ - _ _ Greater than 11' 6' 4X4
In table above. or double cut --
45' (as shown) at L ------ - + Refer to common truss design for
upper end. U u U I I I u u --peak, splice _and heel plates.
g ontlnuous Bearing tlttt 1111 1q1 ti i0 Refer
addresthe
edBuilding
this Designer
for conditions'
Connect dla one at 1not
midpoint of vertical web. Refer to chart above for g 6 uN gth.
-VAamicus BEAD AND FRLDV ALL IureS-OR THIS DRAWMM A ' REF ASCE7-10-GAB16015
..DWORTANTws FLOM TMMVMG TO ALL CEINTRACTDRS D(CLO =Tit =TAU"& Q� \GEN& �((�
Trusses require extreme taro in fobricatbg, h-King,•shlppin0, instnilhand bradrg and to aV. ` ` 1 DATE 10/01/14
follow the latest editbn of SCSI (Buk,iing Component Safety Inforn.tion, iy TP7 and SDCA) for'.sOfaty \'
practices prbr to performing these functions. Instnwers pmlI provide tenparory brodn per DCSL ..
unless no otherwise, tap chord shag h.- properly attached I-
shed- ami bottbn chord !` DRWG A16015ENC101014
shall have a properly ated petl rri!gpid sections
L43, B? o sham For permanent lateral t- to
webs =
O shell have brochg installed per DCSI sscdoan the
BT o- D10, ils unless
dot plates to each Face ' �F
of truss and {{aasltian as shorn above plat.
. the Joint Details, unlecs noted oth¢rw,te, f
Refer . drowinps i60A-Z for standard plate positions Z Y j
Alpine, a division of ITV DWlding components Group InG shall not be responsible Farea,naa.n free o 9 �cq d•a MAX, T❑T, LD, 60 PSF
ANfrWCOMPANY this drawing, any failure to bulk the truss in eonforhanee ►oho ANSI/TPI 1, or for Mandl shipping, s (�1Py •`
hst.a.tbn 6 bracing of trust¢..
A seal an WE drawing or cover page listing this drowbg, YxRcates acceptance of Professional
enpheer8q respor�llty solely fo- the design shown sine svitabsky and use of this drawing
fo- any atructwe Is the respaisbWty front Drive of the Building Designer Per ANSI/IPI I Sect
Eenh CiyeMO 7045 For here InFOrmtbn see this Job's general notes page end these web altos' '�jsldFeee,pc ;IrnlUtt�`t MAX. SPACING 24,0w
ALI'Me sm,alpinalteconl iPl, www.tpinstorgl SDCA, wnshchdustry.orgl ICO wnJccsafeorg
Gable Stud Reinforcement Detail
ASCE 7-M 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
0rr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ort 120 moh Wind Soeed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) lx4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace x
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group H
Group A
Group B
Group A
Group B
Group A
Group B
+>
#1 / #2
3' 8'
6' 3'
6' 6'
7' S'
7' 8'
B. 9'
9' 2'
11' 7'
12' 0'
13' 9'
19' 0'
-
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
e' 8'
9' 1'
Ill 3'
ll' It'
13' 7'
14' 0'
0)
U0
H F-
Stud
3' 6'
5' 4'
5' 8-
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' 111
13' 7'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
Q)
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
—j
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
lt' 7'
12' 0'
1 13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' III
8' 9'
9' 1'
10, 1'
10, 10'
13, 8'
14' 0'
[U
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
e' 9'
9' 1'
10, 1'
10, 10,
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
S' 8'
6' 1'
7' 9'
8' 3'
8' Il'
9' 7'
12' 2'
13' 0'
_U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10, 6'
13, 3'
13' 9'
14' 0'
14' 0'
_
U
S P F
H F
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' e'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' B.
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
O
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' it,
10' 4'
11' 10'
12' B.
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10, 2'
10' 7'
13' 5'
13' II'
14' 0'
14' 0'
S P
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10' 1'
10' 6'
13, 3'
IT 9'
14' 0'
14. 0'
#3
4' 1'
5' lt'
6' 4'
7' 11'
e' 5'
10, 0'
10, 5'
12' 5'
IT 3'
14' 0'
14' 0'
Q1
D F L
Stud
4' 1'
5' Il'
6' 4'
7' It'
e' 5'
10, 0'
10, 5'
12, 5'
13, 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
t0' 2'
11' 0'
11' 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, Il'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
U
Stud
4' 5'
7' 7'
e' 1'
9' 2'
9' 6'
10, IS'
It, 5'
14' 0'
14' 0'
14' 0'
14' 0'
x
d
O
zz
F
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, It,
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
S P
#1
4' 10'
8' 0'
e' 3'
9' 5'
9' 9'
11' 2'
it, 8'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' e'
11' 1'
Il' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' o'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1'
6' 5'
8' 1'
8' 7'
10' it,
11' 5'
12' 8'
13' 7'
1 14' 0'
14' 0'
Bracing Group Species and Grades -
Group Al
S uce-Pine-Fir Hem-Flr
al / tl2 Standard a2 Stud
a3 Stud A3 Istland.rd
Dou has Fir -Larch Southern Pinewxx
43 03
Stud Stud
Standard Standard
Group Bl
Hem -Fir
N1 & Btr
N1
Dou has Flr-Larch Southern Plnexxx
at at
a2 #2
Ix4 Braces shot( be SRB (Stress -Rated Board).
"For lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these -odes.
Goble Truss Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
ay^^t( Attach 'L' braces with IOd (0.126'x3.0' min) malls.
Abou
able Truss )K For (1) 'L' bracer space malls at 2' o.c.
In 16' end zones and 4' o.c. between zones.
Diagonal brace option, In
(2) 'L' braces- space nails at 3' o.c.
In SB' end zones and 6' o.c. between zones.
vertical length may be T
doubled when diagonal 18' X 'L' bracing must be a minimum of BOX of web
brace is used. Connect L member length.
diagonal brace for 690a 'L'
at each end. Max web Brace Gable Vertical Plate Sizes
total length Is 141. 9i X Vertical Len th No S flee
1 2x6 DF-L 02 or r Less than 4' 0' 2X4
better diagonal I + Greater than 4' 0', but I 4X4
less than 12' 0'
Vertical length shown brace) single 8,
In table above. or double cut
45' (as shown) at J-1 1 + Refer to common truss design for
upper end, It peak, splice, and heel plates.
ntinuous Hearing Refer to the Building Designer for conditions
Connect dingama at "" 1111d not addressed by this detall.
midpoint of vertical web. Refer to chart above for max gobble r�(64* length,
—VARNDiCI.. READ MU F®.LDV ALL NOTES IN THIS DRAVINGI �.\` � j` REF ASCE7-10-GAB16030
esDtPMTANT- FLM491 THIDR S AVM TO ALL CONTPJCTIDIS INCLUDING THE DISTPUMS. �� �,
Trusses require extreme care in fabricating. handling, shipping, nstolUng and br..Ing• Refer to and
dlloGf�{�jS� �' DATE 10/01/14
Fe the latest edition of BCSI (tt ding Component Safety Information, by TPI and SECA) for` safety
practices prior to performing these functions. Installers shall provide ter-porary hlebrad per BCSL �`�
Iss noted otherwise, top chord shall have properly att.clwd structural sheathing and botton chord No DRWG A16030ENC101014
we shall hove a properly attachad j1d cMbre. Locations shown for permanfnt Iaterat restraint of web, -
Qci shall have brang Inat.0 d per BCSI sections 113, 87 or BID, as applicable. Appty plot" to each face
l�l! of truss and posnlon as shown above and on the Joint Detalls, untess noted otherwlse.
Refer to drawings 16OA-z for standard plate positions.
Alpbne, didsam of ITV Bulldlng components Grow Imo shall not be responslbte for any deviation from — ATE OF
4NIF
AN ffWCOMPANY this drawing, any failure to build the truss In conrornance with ANSI/TPI 1, or far handling, shipping, L "0 MAX. TOT. LD, 60 PSF
Installation L b-Ing of trusses.
A seal on this drowlno — cover page Lis" this drawing, Indicates acceptance of professional
ngkneering responsibility solely for the sh "n` The suitabRlty and use of this drawing
13119 Lakelronl Olive for arry structure Is the respartabOty of lino Bu0.®ng Designer per ANSVM1 1 S*cA
Eada CDy.M063045 For more lnfor^atlon see this Job's general notes page and these web sited rf4%`f¢R�ee�\\\attd� MAX, SPACING 24,0'
ALPINEi weaalpbidb4-1 TPI, www.tpt1.L. � SBM www..bcinduetryary,) ICO wswleaofeorg }},1 \
Gable Detail
For Let -in Verticals
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace is 90% of member length.
Gable vertical length
greater than 48' 'L'
or 'T' brace required
0,
016
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.
Example, 2X4
2X4 2X8
\ v No 'L' or r(
brace requirere d +
I I
In lieu of scab brace Gable
Provide connections for uplift specified on the engineered truss desigm
vertical length greater than
Attach each 'T' reinforcing member with
48' 'L' or T' brace required
End Driven Nalisn
10d Common (0.148'x 3.' min) Nalls at 4' o c, plus
(4) nails In the top and bottom chords.
Rigid Sheathing
Toenalled Nallsl
10d Common (0.148'x3',m1n) Toenails at 4' o c, plus
4 Nall
(4) toenails In the top and bottom chords.
•T•
This detail to be used with the appropriate Alpine gable detail for ASCE
Reinforcing
Member
wind load.
Gable �I I 4Nails
Truss Spaced At
' o.c
Ceiling
ASCE 7-05 Gable Detasl Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14M5ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
_ A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
-- A18030ENC101014,_A20030ENC101014, A2003CEND101014, A20030PEDIDID14
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
'T' Reinforcement Attachment Detall
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - Dr - End-nall
IN
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
Example)
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. 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 Goble vertical Length
L30 x8'7'=11'2'
'T' Reinf.
Mbr. Size
'T'
Increase
2x4
30 Y.
2x6
20
v V
������
AN li1N COMPANY
IWLakehnl�
EaaC4,MO6M
SAVARNDIUM READ AND FMLW ALL Mans ON THIS BRAVDA
621)FUTTANTWO fuRRIM THIS DRAWIM TEL ALL �i1RACT1RS MMUR bG TIE DWALLl M
Trusses requhv extreme care h fabricating. handling shWha, installing and brats. Refer to and
follow the latest edition of BCSI (Bulldhg Component Safely Information, by TPI and SBW for safety
M.Z.rior to perfor"Ing these functions, installers shall provNa temporary br par "CS"
Unlsrated otherwise, top chord shall have properly attached structu�at ahe°tfihp and bottan chord
shall have n acing 1, attached r� celling. Locations shorn for pernonant Inttrnl restraint of webs
shell Fnva bendr�p hataUW par B sz uctlams BB. 87 r 810, as apW�able. Apply pintas to each face
of truss ornd ppootion as shorn above and on the Joint Details, unless noted othP .
Refer to drowwgs IGOA-2 for standard plate positions.
Alpine, a "Stan of ITV BUAdno Components Group Inc, shall not be responsble for on deviation from
this drawing any fakre to build the truss h conformance with ARIR I. or for h°nulng. "ping,
hstauatbn k bracing of trusses,
A tool on this d^nwhg r over Pa listing Ws dra IMcates of
gt
enplrwrbp % rattly for tin shorn The shllobltky and use of this di awkg
for °M' '+ Uhe l'esponrltity of the WA&V DerlQher Per ANSI/TPI i Sec2
For more information see this Jah'r gentrol notes page wW thane web sit..
ALPINE wwraloheitwcons TPD www.toknst,°rm SBCa w m .oral ED wwwlccsefe.oro
,,',"SOU"
�V£ p4T/y�O'y
r,c a> �••,''�.
r NO GA71U
* r }
- ° _ =
�` "rAT f r'b
'• ^�c. ',t o a a,?. ®��:'
wmssvesa mpnammxss,n
.......r, �"��~
_..�...wy..............
MAX. TOT. LD. 60 PSF
REF LET —IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
DUR, FAC, ANY
MAX. SPACING 24,0°
Hip Frame Details Hip Frame
2;
'R'
Lthed
Use this detail
ASCE 7-10, 180
for,
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
- provided by truss manufacturer,
ASCE 7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
Hip frame
is designed to provide bracing for flat top
ASCE 7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chords of
hip frame system where indidi cated. Flat top
ASCE 7-02,
140
mph,
30
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
chords of
stepped hip system must So. Pine lumber,
Residential,
Wind
TC
DL=4,2
Kzt=L00
Structur
anels must be properly attached directly
psf,
To hint%%"-VKV�r
rLIns.
..WARNDeC� READ Arm 1�1AV ALL NDTEB IN I= BRA`m+° e'er- GIN REF HIP FRAME
oD&QiTANTu fMO91 THIS BRAWM M ALL f1NTRACTmL4 DMMM THE DWALLER&
Trusses require ewtrene c¢re N f¢brl-", hundling, sWpp,rQ. lnstalUng and bracing Refer to and '� �\ s�
follow the latest emtim of DCSI (Bu'd"O Conpment Safety In'—tlm, by TPI and SBCAI for safety Na [� % DATE 10/01/14
practkes prior to performing these f—tiions. Installers shall provide temporaryy bradng per BCSI. _
UMess noted otherwise, tap chars shall have properly attaches structur•at sheatMng aM bottom chord c * _ DRWG HIPFRI801014
^ shall have a properly attached rlgitl certNp Locations cYnwn for perwanent lateral reStroNt of
..be
- -
�UjNF
shall have brads installed s per SCSI secd — the
J or BIC, ils nppikabno Apply plates to enm Foca
Q lU� aF truss and ppooahbn as shown above and on tf+e Joint Details. unless noted otherwise. - S• A�E
Refer to drawings 16OA-Z far standard plate posttlons. .9 OF
AtpNe, a mvlslon of ITV Building Components (iraup Inc shall met be spmsible for anyy deviation From A\ Q
f1%i RW OOMPANY this drawing, anY fn86ure to buUd the truss N cmFornnnce with ANSI/TPI 1, or for hnndUmg. shbpbv, i/1. 0 - 1 OP,
Nstallaikm L bracin of Musses. ti 1
m Apse et on this dawhV or cover page UsttbV this draeNg. Indicates acceptance of professlmelat'.— The suitability and Qy� GGGv i�� /
73389 Lakelronl Drive for m_ }y s ructurorosTthesdidiraspo s6iky of the Building De&tww p- ANSI/TPL 1 Ser2 �� '�!g;TtF�y��+A 1
Eanh City,M0630d5 For more information see this Job's general notes page and theca web sites de1��•1s1Ifl10141T1LTl
ALPINO wewalpinsltw.cml TPB e►etpinstorgl SBCAi eew.sbclm&stryargl ICO weelccsafearg
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 Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3.5') nails toe-nalled for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, sane 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 withl
properly attached, rated sheathing applied prior to valley truss
installation,
Or
Purlins at 24' oz. or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design,
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0',
2X4 / 4X4
12 3X4 Valle
12 Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional Hip
I-- 8-0-0 Max --i Bottom Chord Bottom Chord End Detail Joint Detail
Valley �_. Ilrrl Valley
20-0-0 C++) -i
Supporting trusses at 24' o.c, maximum spacing.
Partial Framing
Plan -
KM AND FMUN ALL NDMS ON TWS ➢RAVINCd ��" �UF �i
-WMTA1Rss �,aN T= BRAVM M ALL COMA==,,,,,mM IM MST = � S'j�,a,, TC LL 30 30 40PSF REF VALLEY DETAIL
Trusses r.gm4a extreme cars In fobrkatkV, handeng, ~Kj, kmWUng and bradng. Refer to and s. V�G1-. �1� ✓�j �C DL 20 15 7 PSF DATE 10/01/2014
em lotto- the latest tlon of BCSI Gwaing Component Safety Infornotlon, by TPI and SBW for safety
octkea prior tero perf—ing these fuxtl— Installers sMU Provide ttnporar
llXnly bra per BCSL
ess —t.d othwise, top dve wrd whoa haproperly att-hod .truct—1 sl.eattvng � bottom shore �� HG DL 10 10 10 PSF DRWG VAL160101014
.halt have o proporly attached NOoId cNUnpp Locations shown for pwrn mt lateral restraint of webs
shall Imve trot o k. we s per HCSI aecd - B3, B7 or Bls, as npplkob- Apply pietas W mach face —
0 of truss a A p"dtwn a. shown bay. and - the Jens DwtoBa, elesa natal atherwlsv. LL 0 0 0 PSF
Refer to drawing.. I6CA-7 for st-W.rd plate positions. — � � T
---
Alpine, a ,vision of ITV Biltdal camp—wnt. craw Snc. snau not be respansml. far a devktt- iron — TOT. LD, 60 55 57PSF
AN RWCDMPANY this drawkV, any foib re to buad the truss In confornonce with ANSLnPI 1, or for harvuup, O*V'p g. TE QF
hstaUot$.n L bracing of trusses. y
A swat — W. i,.*v or cover page UstkV this dr..E g. huft tas acceptance of P.-f-clonal �'�^
!!yy •+y ew the d.. shown Th..0tabttty o W us. of W d-.kv .� Q (�j f] ©� / (f ^UR.FAC.1.25/1.33 1.15 1.15
13388 Lakefronl Ofte for arty the rospar,�Nlty of the BJtdtiy Dvslpner per M6i/iP1 1 SecZ /�` t'7 l ��.
EaMCiIy, IA063048 For none Infor.mtbn see this Job's general notess��a age .d these web sIt.. �'i, fi,��f (;.�' .� SPACING 24.0'
ALPINE, wn.aW.It—onj TPI, nw.tpinst orgi SBCW .n stryorgi ED wwJ--- F—g �j ��
q
Piggyback Detail - ASCE 7-101 160 mph-, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt-1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or 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 addltional loads such as cupola, steeple, chimney or drag strut loads,
lilt ReFer to Engineer's seated truss desian drawino for oloovback and base truss soecificatlons.
Detail A l Purlin
12
Up to 12
4' 2'
2'
Spacing = 24' o.c, or less
.Npacing =
c.c. max
4'
I —Top Chord Scab <Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing In between,
Detail B ' Purlin Spacing > 24' o,c,
Piggyback cap truss slant Walled to all top chord purlin
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0,135'x3.51).
Up to 12 V i i i i
4'
\\ I I \\ / I I I I Purlin Spacing >
(/ 24' o.c, max
Futt Top Chord Scnb (Typical Each End) Chord Flat top chord purlins required at
Depth both ends, purlin spacing > 24' o,c,
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max, and use Detail A.
eeVARHM il— REAM AND FOLLIIV ALL !SITES 1H TWS 13RAVM ^
ewWMTAHT+e RMSH T= MRAVM TM ALL CWiRACT= IMUM1Nh THE INSTALLERS '1_.Ct)/
Trusses require extreme care In Fabricating, handling, shipping, instatting and bracing. Refer to oM ��++C
CC
fatale the latest etlitlaul n of BCSI CBdeg Component Safety Infornutl`on, by TPI and SBCA) for safety \V c1 /�
procticoc prior to performing these functlons. Installers cheat provide temporary bracing per BCSI. ` nv �V b
Unless noted otheretse, top chord had have properly attached structural sheathing and batten chord ,V
shall have n properly attached MgW ce4ing. Locations sham Far permanent lateral restraint of eebs
shall have and
Installed Per BCSI sections the
J or DBID,et as np,Ae%cbno Appalyh pintas to aaU face = -
of truss abr ppoosKbn all horn above Man the ,wl,t Metals, applcs noted t else.
Refer to draw Won
for standard Ptete positions. `
AN ITWCIOMPANY Atpine, n rsvlcbn of ITV Bulld�g Conponantc crowup Tic sheal not be responsible far ony deviation fora, + -0
this droelnM, any Fa4ure to bulldthe truss N confornarra eith ANSLTPI 1, or for FnndBnp, sWpp4g, + +xj � 'qT� Or
tnstollotbn L brocing of trusses. a (�,..y+�l
A SCnI On this draeag Or COVer page llstln0 Ws draekg, b�dcatec acteptnnae Of profEsskmt NQ W
argin ny v respw160.1ty solely for the dealpn shorn. The sultoblky aM use of this drortng �J Id ) G
iar any structuro Is the resporWhllty of the 8,idkg Deslprur per ANSI/TPI 1 Sec2. �4y
13389 Lakefront Drive 11 ,�l/
Earth City, MO MS Fee more InFarnotion sae this ,Job's general notes papa nM these ee6 slteda ^'� "0�"}AI A d rAli��` .l\�
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2> 16d box nails (0.135'x3.5')
and secure top chord with 2x4 q3 grade scab
(1 side only at each end) attached with
2 rows of I0d box malls (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using (2) 16d box nails (0.135'x3.5').
The top chord q3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' nails, (4)
Into cap TC 4 (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'x1,375' nails. Note- Nailing thru holes of
wave plate is acceptable.
x In addition, provide connection
with one of the following methods)
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with (4)
0.120'x1,375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
8'x8'x7/16' (min) APA rated sheathingg ggussets
(each face). Attach @ 8' o.c, with (8) bd common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face),
Attach @ 8' o.c. with (6) 10d box nalts (0.128'x3')
Per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave plggyback plate to each face
@ 8' o.c. Attach teeth to Igg back at time of
fabrication, Attach to sup�or Ing truss with
(4) 0.120'x1,375' nails per face per ply.
Piggyback plates may be staggered 4' o.c, front
to back faces.
SPACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
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Cracked or Broken Member Repair Detail
Load Duration = 07
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
secles 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 using two (2) rows at 4' o,c„ rows staggered.
Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
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
do L L
T Typical ~
+ o + o o+oo + o +\'�"+
o + o +
h-
Stagger
+ = Back Face 10d Box (0,128' x 3', min) Nails,
o = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail Spacing Detail
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
24t
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
1 3535#
3635#
4295#
4745#
Web or Chord
2x4
42'
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
MIMMUM
L Distance
—VARNRXPN READ AND FDLLDV ALL NOTES IN THIS DRAVINGI __.... -. / -.,
..DU43RTANTv FURNISH TM WAVING TO N.L CONTRACTORS ICUMM THE DuraLLERs �` Q �E� r� +-0�REF MEMBER REPAIR
Trusses require extrent care ' fabricathg, handltng, sMpphg, installing and brn Refer to and
f1Dae 1 latter *It- Of BCSI CBundng Conpontnt Saftty 11-1ation, by 11 nn Stl stl 1A1 far ssftty �� � �' � , DATE 10/01/14
Mpr CtlC.. prior to ptKOrmhg these flnlctlons. 1n toilers Shall pr-Ift tellporary braclng per BCSL NU.
ess not¢d othersise, top chord shall have property attached structural sheathing and bottom ah DRWG REPCHRD1014
shop hour o properly attached Blgd c.nkv Locatlons shorn far permanent lateral restraint of cabs y s
Q f7 ONF shall have braCing hstnited per 8 St sand on th B7 or Details,
ils applrahno Apply plates to each fate Yi
I� OF tr�Ss and ppooS�tlon as shOm above and on the JOMt Dtta15, unit55 nOtftl Other.iI
Refer to drae4lps 16DA-Z for stnndortl plate positions. IJ i` a
Alpha, a divislon of ITV Building Components Group 1l shall not be responsible for my deviation from
AN RW ODMPANY this daehg any Failure to bu6d the truss In cwFornance etth ANSI/TRI 1, or far hand trig, shipoV,
blst.11atbn L bracing of trusses. Si O
A soul on this draeing or cover page UstYp this dmvi ig, 4dcntes ncvptance of professloml �i�� �n [� `V♦♦♦�
engbiearYg responsmlUty salNY for the tlesiggnn shorn The svltsbsity ord use of this tYneblg C Fr
far an st,vchue Is the respons6lUty of the BuRding Denlgner per ANSIMI 1 SecZ V ♦�♦
13388 .",. nlbdve y 4Z S�UNAL �t
EaM City, MO 63045 ALKNE :e:a;l,Ql� "j rPit:.ttsp4UtwV1 SBBcC& wire cncMdustr Are; uo ..e cab tcafeorg r'r'11101 ttttat`tt SPACING 24A' MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX, LENGTH TO TRIM
EXISTING FILLER
— SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
— USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
— USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
— LOCATE VERTICALS AT 4'-0' D.C. MAX„ OR SEE NEXT OPTION,
— IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW).
— ❑PTIONAL 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),
BILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING- EXCEED- 10'-0' 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-BOTT❑M CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑.C, MAX,
SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
NnTP'n ON THIS SHEET
P USE THIS DETAIL F❑RI
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME,
3 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'),
3E FRAMES ON CANTILEVER SECTI❑NS OF A TRUSS.
N❑TEt 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 C❑NDITI❑NS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
SHOP APPLIED
— USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
— IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE),
FIELD APPLIED
— PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS.
— CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
— JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3> 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
— MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
Bd NAILS (0,113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED,
— VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS 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'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE --JOINT, ATTACHED WITH
(6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
.mwu MT— final `=`aR°AVANDu�c cmfnz== �unM THr 11W .�`����p" ���RT ���''� REF BC FILLER
Trusses require extrene care In fabricating hmdit, shipping, butalRnp one troche Refer to and : �C� \/.� �, �rr�,t' DATE 10/Ol/14
follow the Wiest emtlon of SCSI (9"no Conpanent Safety Information, hl, TP[ orW SBCA) for safety V
practius prior to perfornM9 these funcVons. Instaiters shaLL provid. temporu�y �bracing per =L ��� �I ip
UN"a no tee otherwtce, top chord snail haw properly attached ctnch,rnI shvnwnG and tattoo N DRWG REPBCFIL1014
r shall have a properly attached ;laid ce0.ing. Locatbns sham For pernaneM lateral restraint of •ohs
stmtl hove bracing lnstnLLcd per 9CSI sections ]13, Ii7 or Idp, os apdplkable. Applyy plates to each face
of truss arH pp dtbn as ahom above and on the Joint Getosc, ullles6 rotetl otherwise. ii F4
Refer to dro•Inas 169A-Z for standard plate podtiore.
Alpine, a division of TTV Mani; Conponents Croup Irw shot[ ro! be m anslWe for any deviWan f vS A I: C1F'
AN RWCOMPANY this drawft any fallure t bJW the truss In confwnance with ANSVTPI t, or fw handling, SNpptrp, ,q
installation L bracing of trusses.
A seal on this dw•6g or cover Pape llstl+g this dr-ing, 6tdcates acceptance of' professional =.9
Co- resptinsettlty sdNY Par the desiGn dram Thr :Wtab9ny nrd use oP this dro•bq i ® Q R % \fir y
13389 LakeGonl Orive °�' W rssponsWttY of tro Gistding G•dGK+" per AtitVlPl 1 SecJ'.
Earth City, to 63945 For more tnFamatlon see this Job's General notes page and these web sites r tH`41e a�, ���
ALPING w••.aiolnfit•.cani TPL srs.totnstorai SBCN www.sbchdu ",ordi ICO mJccsafe.orp f,.� vM tit _ _-
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 Mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00,
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft clean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box C0,128'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,
.■WMTMT— MOM Taste VM M FMJLAiL�CURMUMSS IMMU NOTES EW TM w � MTALLM �\±T'v l`�/+ TOTAL TOP CHORD REF 2X4 SCAB ❑,H,
Trusses require —trene awe In fabricating, handling, chipping, Installing and brothy Refer to and CjENs LOAD NOT T❑ DATE 10/Ol/14
folio. the latest edition of BCSI 111 Conponen! Safety Llforxtmn, by 11 and 11 For safety ` gQ' �\ EXCEED 40 PSF
practices pr% to performing these functions. [nstnilerc shall prarlde tw.pwary braeng per BCSL !✓
Unless noted other.i... top chard shall have properly ttnch.d structural wMatwg and bottom shard _ No f CDEAD PLUS LIVE) DRWG ❑HSCB2X41014
shag have a properly attached rigid ce0.ha Locations shown for permanent lateral restraint of .ebs
Q f7 shall have Maclrg Installed per SCSI eared on the
J or BID,Details,
as unless te.
Applydot Plata. to each face = y
of trues " po "tion as shown above and on the Joint Detnls, uNecs noted otherwise. 72
Refer to drowinps 16OA-Z for Standard plate positions. A.i. OF
Alpine, a division of ITV Pulding Components Graf Ina shall not be responsible Pow any deviation Fr-
AN f1WCOMPANY thin drawing any Failure to build the truss in con ornance with ANSI/Tpt 1, or far handling, sWpping, 5 ,p
hat.11otbn 6 6rocing of trusses
A wed on tHs dro.hg or cover page Dsthp thls dro.hg, hdlmtes --'Pt— of Profesalanul �� �® �4 ,V It-
res'pa�llty solely for the design ah.— The .Wt.Mty one us. of this drawing ��. ,�` DUR, FAC, 1.15/1.25
13389 Lakelmnl Drive for any a � b tlro responsMhty of the B�BMg Designer per ANSLIM i SscZ QL@T�t,, \�
Earth City. M063068 ALPINE, www.alpineitw.con arTP www: tpMiL.orglaSECA, weetsbckmiustryorgj ME, www.1-safearg 4�f/ �©NAL ,t♦\'ttt`! SPACING 24'
9,
I STRONGBACK BRIDGING REC❑MMENDATI❑NS I
BUTT STRONGBACK
BRIDGING TOGETHER
4'
ATTACH SCAB WITH 10d BOX/GUN
4' —0' 2x6 (0.128'x3A') 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❑TE1 Detalls 1 and 2
O
(2) 10d COMMON (0.148'x3.3.) OR
BOX/GUN (0,12B'x3.0') NAILS AT
TOP AND BOTTOM OF 2x4
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0148'x3.0') NAILS
OR (4>10d BOX/GUN (0.128'0.02
O
NAILS.
are the preferred
ATTACH STRONGBACK TO
WEB W/ (3) 10d COMMON--
(0.148'x3') NAILS OR
(4) 10d BOX/GUN
/ M28'0.0') NAILS
STRONGBACK BRIDGING ATTACHMENT
attachment methods
O
STR13NGBACK BRIDGING
SPACING REQUIREMENTS
Up to IV
None recItgred
ID' to W
l roe (et center of SPW
2' to
z ron (I at each V3 )
to 0
3 rues 0 at eah 1/4
Byer 4(
revs at BI tw pdft
ZATTACH STRONGBACK
TO BOTTOM CHORD WITH
(?a M10 — 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 toad 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 loads, 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).
M" ARNMON W.0 Na RUM" N.L NortS ON 71°s Bi/1D1O
ee0) MUMM FTRDM fl4So� V= TO Nl COIIRACMM W1UI1fi TIE DISTALISIM
,,.+__+++_=
Tj 1i
TC LL PSF
REF STRONGBACK
DATE 10/01/14
Tresses dllr"! fabricating, hnndleq. �pilg, Instalarq and brodrha Refer to and
follow the latest edition of BCS1 (swig Corponent Safety 7r forrntia4 by TPi and SBW for safety
` � ygl.G'.�I.'A'.1
y �„
.,ter .'.,
TC DL PSF
de
orm leattached rs shall �o-�°l >he° button dud
UnlessCenoted otherior to vise, � chord shall hthese ow
*e � wraa2
n I�
IN
property
shall have a property attached Hod ceANe. Locations shorn for perrcnent Ioterat restraint of webs
shall have bra ehstnllyd per I sections 83, B7 dr BIB, ns °p�pltk dA*. MptY plates to each face
x
++
BC DL PSF
DRWG STRBRIBR1014
d ��
of trues and as ahem above and an the .Mint Details, uidess not othereise.
Refer to draw
�'lsQ; STATE OP,
BC LL PSF
s 16CA-Z for standard plate positions.
�"r�c'•.; OiiFd.*•�®�.^�•
AN RwmMWWY
M"'�a a a division of Iry Building Conponrrts Cr v Ins. shoR rat be mspontmte far any d �n ra,
dig, any failure to build! the truss In con?` ance vM ANSI/M 1, or far handling,
'
'aS�rQNa-WO,
, sss
TOT. LD. PSF
4nstaltatlan L Iradrg of trusses,
A seal dill this af!u1"�afil1ttpy Or cover papt _
forthe USVAV shaven. TIru Indicates acceptance ouse of f Pr'
chisimPAWAty e�a.Yg
'
.ans.,e.rsaveoe+numssamrs
.a . ..-_�.�,�.
DUR. FAC. 1.00
13389 Leke8ont orNo
Par�ttrere b the r�espons"ity of the blft Bmww per farm I Tee
m._..
SPACING
Earthd
_�'MO 63045
. __ __.
Fdr note hFornation see this Jobe perhernl notes paappse and these eeb sltehs
ALPDEd mdpMkw.conl TPL www.tp6tstara SBCN msbdndus4ydrol 1Cl? awwlcro
csnPeo
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