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HomeMy WebLinkAboutTrussRANEY COMPONENTS
aizey 19900 Independence Blvd.
Groveland, FL. 34736
Components, uc Phone: (352) 429-9429 " Fax: (352) 429-7429
Cover Sheet
Order #
JOB # 136DCS107
Printed: Thu, Mar 30 2017
roo inrormarion:
Address:
FOR Name and License Number:
;tomerName:
Creekside Lot 107
Horton
8508 Cobblestone Dr
cription:
CRY, State, Zip:
JB 2807-Eile "D" OL OW
Port St Lucie, FL
din oaInformation
L
&
Roo/Loads: Floor Loads:
TC Live: TC Dead: BC Live: BC Deadti TC Live: TC Dead: BC Live: BC Dead:
20 7 0 10 40 10 0 5
Bldg. Code: Wind Sid: Wind Speed: Bldg. Usesge: Building Type: Wind Type: _j
FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M
Pages or sheets covered by this seal from: 1 thru 47 , Total 47
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
Pages or sheets covered by this seal from: 1 thru 47 , Total 47
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
A2
5 A5
6
A6
9 B1
10
B2
13 EVA
14
13J5
17 CJ7
18
V1
21 4C2
22
401A
25 41-3
26
4MV1
29 4EJ3
30
4CJ3
33 FT2
34
FT3
37 FT6
38
FT7
41 Fr10
42
FG2
45 FTG1
46
FTG2
Manuel
Marten�R
. �day
3 A3
4
A4
7 A7
8
VA
11 B3
12
EJ7
15 BJ3
16
Bill
19 V2
20
401
23 4L1
24
4L2
27 4MV2
28
413,11
31 FG1
32
FT1
35 FT4
36
FT5
39 FT8
40
FT9
43 FT11
44
FT12
47 FTG3
Digitally signed by Manuel Martinez
DN: c=US, o=ldenTrust ACES Business
Representative, ou=M AND E ASSOCIATES PA,
cn=Manuel Martinez,
9.2342.19200300.100.1.1=AD 10969 000001304798
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Page 1 of 1
Job Number. 136DCS107 Ply:1 SEQN: 744932 / T13 / HIPS
4EJB 2807-Ella "D" OL OW [DR Horton /4EJB 2807-Ella "D" OL OW City: 2 FROM: GM DRW:
Truss Label: Al Wgt: 254.8 Ibs I / ... 03/30/17
T10' 14'4"6 19' 20'8 25'3"8 31'10"
T10° 6' 18 + 47°B 18" r 47"8 + 6'6"8 + T10"
:5X8zz5X6
E F
1112X4 =5X6=3X4=3X8 =5X6 - 11123(4
F1' i T8113 6' ' 5182 + 6I 7'8'13
T8"13 1459204 25'1333
39'8"
�1'1663
Loading Criteria (psf) Wind Criteria Snow Criteria (ftKin 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 L/#
Loe R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph Pf; NA Ce: NA VERT(LL): 0.172 O 999 240
B 1640 / 779 1933 / - /431
/ 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.376 O 999 180
1 1641 1779 / 933 / - /-
/ 5.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.073 K - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP' C HORZ(TL): 0.161 K
Mean Height: 23.00 ft
B Min Brg Width Req = 1.9
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5
TCDL: 4.psf
1 Min Brg Width Req = 1.9
Soffit. 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.629
Bearings B & I are a rigid surface.
9
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.821
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT.20(0u10(0) Mfg Specked Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18 Plate Type(s):
A - B 27 0 F - G
1311 -1925
Wind Duration:1.60 WAVE VIEW Ver. 16.01.01.0402.19
B - C 1671 -2941 G - H
1462 -2402
Lumber
C - D 1463 -2402 H - I
1672 -2942
Value Set:13B (Effective 61112013)
D - E 1315 -1932 I - J
27 0
E-F 1231 -1671
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "136" uses design values
Chords Tens.Comp. Chords
Tens. Comp.
approved 1/30/2013 by ALSC
B - P 2550 -1312 M - L
2056 -971
Bracing
P-0 2548 -1312 L-K
2549 -1330
(a) Continuous lateral restraint equally spaced on °1► . ' ' .
O - N 2057 -939 K -1
N - M 1665 -673
2552 -1330
o sA+r�r
member. Or 1x4 "T" reinforcement. 80 /" length of
web member. Same species & SRB grade or better,e
attached with Sd Box or Gun (0.113 x2.5",min.)nails 1 ;•
Maximum Web Forces Per Ply (Ibs)
6" . ',;
Webs Tens.Comp. Webs
Tens. Comp.
` a
Loading
P-C 289 -20 M-F
661 -466
.�
C - O 435 -562 M - G
518 -708
Truss passed check for 20 psf additional bottom +
live load in 42"-high 24"-wide,
O - D 477 -237 G - L
472 -232
chord areas with x
clearance. F
D - N 525 - 717 L - H
E N 658 H K
437 -564
289
.
- -425 -
E M 267
-22
Wind ,$
- -247
Member design based on both MWFRS and C&C.
460 FF 5B 81 B0 Be,
e 7F_48 00.99,2E 85 F&
iRusiCeiriharbaFt3cFecRranic�L`y ,medi"td.awe by%mantacftAzrtlnrs;
dE•;it'.j:?..c#e. Iid7ib:}cy�b466n:�i�na:.n Jb'4 fla;.i SF}A�'i •, .. .
audr�otdati¢n cc9e. •'11... ..,
.f�f�llkSl$L��252t�6}�5tiitXVnlRflt 3f481i i Ct1tt5�IdXIIL�'.E$61C1$ 38'iB{ lffi8�d
. $Ilrmmt b i'Vkt{f#i? d' 22,4 Li` Citm'ra'
'zuci�u '
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses requre extreme pre in fabricating, har�ddl %g sh!ppping, in@tailing and bracing. , Refer to and follow the latest edition of
Component Safety. Information, b TPI SI for fety to these functions Installs II
BCSI Building
de to
an r7 s practices poor performing sh pro pore irrrey
bracin r BCS1. Unless noted o�herMse,top chord sha31 hye properly attache structure sheathin�an$ botto or�mro ave a pro any
attach�c�nggid Locations shown for later f have ins Ile BAGS 3, B7 10,
ceilingg. permanent restraint webs s all racin per sections or.
air nGrrrs;tai
as applipb�e. ,q�pTy lates to ach face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to i `,
drawings 16OA-Z'for s�andard pefate positions.
Alping, a division of ITVy Buqq�'�INd'nqgg_Compon n Groupg'In�. sph�allgnot be re�ponsidble for any deviation from this drawing,an� failure to build the
dra�wlncag ledreate�s rice' to cerof tli ro-fess��onal' englneeorinanrespons�bilitjr desiign shownor The suitability
listing this solelyor the
�uilding
and use a this r7rawin g for any s�ucture is le responsibility of the Designer per ANSIiTPI I Sec.2.
i . 1
Job Number, 136DCS107
4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW'
Truss Label: A2
7'10"
740"
M
0
m
=4X6
3� '
6'4"13
Ply:1 SEQN: 7449361 T12 / HIPS
Qty: 2 FROM: GM DRW:
Wgt:238.0lbs / ...
17' 22'8" 25'S"4 31'10" 39'8"
2'9"4 S'8" 2'9"4 6'4"13 T10"
:5X6 `-5X6
E F
1112X4 =5X14 =3X4 =5X14 111:6(4
03/30/17
1' 7'8"13 6'3"3 510" 5'10" 6'3"3 T8"13 1'
T8"13 14' 19'10' 25'8" 31'11"3 3V8"
Loading Criteria (psi) Wind Criteria Snow Criteria ft,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflect!on !n loc Udefl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.174 G 999 240 B 1674 / 781 / 940 / - 1390 15.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.374 G 999 180 1 1674 / 781 / 940 / - /- / 5.5
Risk Category: II
BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.075 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP' C HORZ(TL): 0.161 K B Min Brg Width Req = 2.0
Mean Height: 22.50 ft Code! Misc Criteria Creep Factor 1.5 1 Min Brg Width Req = 2.0
NCBCLL: 10.00 TCDL: 4.2 psi Bearings B & I are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633
Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0,558
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.853 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.18 Plate Type(s): A - B 27 0 F - G 1644 -2417
Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.19 B - C 1712 -3013 G - H 1500 -2468
Lumber C - D 15W -2467 H -1 1712 -3014
D-E 1644 -2415 I-J 27 0
Value Set:13B (Effective 6/1/2013) E - F 1334 -1937
Top chord 2x4 SP #1
Bot chord 20 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 20 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l3B" uses design values
approved 1/3012013 by ALSC B - O 2616 -1356 M - L 1896 - 853
O-N 2613 -1356 L-K 2614 -1W8
Loading N - M 1896 - 827 K - I 2617 -1388
Truss passed check for 20 psf additional bottom
�o
chord live load in areas with 42"-high x 24"-wide r
FEN
+ems Maximum Web Forces Per Ply (Ibs)
clearance. "� Webs Tens.Comp. Webs Tens. Comp.
Wind e O - C 291 -20 M - F 284 -198
'
Member design based on both MWFRS and C&C. �° C - N 440 - 570 F - L 747 555
' D - N 303 -243 L - G 303 -243
N-E 745 -555 L-H 441 -569
E - M 285 -198 H - K 291 -22
1015A 3&Ff 5B 81,60 BI3 7F 48.04 99 2€ 85 F&
aGn=dsanri. each.,
piw6d cogica of W4 dormant wo not cmtilawvA 4r.d and =lid
and it. S:rA l a=a#icnt3�rigti mile mast 6quMrif> d tat angs•.IectrcMc
`eaoio'i:
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme cafe in fabricating, handl•ng, shipping, ingtalling and bracing.. Refer to and follow the latest edition of ¢CSI Building
Componen S fety. Information, b PI an SBCA; for sa ety practices pnor to performing these functions Installe shall proyyllde to porarrYY zrney
bracing per BG�St. Unless noted o�herwise,top chord shall have properly attached s�ructurel sheathing and bottom c�tord shall pave a prop�my
attached rigid ceiling Locations shown for permanent lateral restraint of webs shal have bracing mslalled per BCSI sections 3, 87 or BB 0. om nzrus tr
as applicable. Apply gates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, kefer to...; ;
drawings 160A-Z for standard plate positions.
Alping, ad ivision of ITW BL!Idii'ng ComponQnts Group InC.,shall not be re ponsibie for any deviation from this drawing,anY failure to build the
truss in conformance vnth AN51/7 PI 1, or far hantliing shipping, installation and bracing of trusses.A seal on this. drawtYng or cover pa e
listing this drawingg Indicates ace�ptance 'of rotessional engineering responsibility solely for the design shown. The SultabiUty
and use of this tliawing for any structure is the responsibility of the Building Designer per ANSUTPI 1.Sec.2.
For more Inforrnatlon see this ob's enerei notes a a and these web sites: ALPINE: www.al Ineilw.com• TPI: www.t inst.o • SBCA: www.sbcindus .mm• Icc: www.ictmafe.o
Job Number: 136DCS107 Ply:1 SEQN: 744940 / T11 / HIPS
4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty., 2 FROM: GM DRW.
Truss Label: A3 Wgt 224.0 Ibs I ... / ...
=4X&
T10"
T10"
15' 19'10" + 24'8" + 31'10"
7'2" 4'10" 4'10° T2"
:5X8 1112X4 =5X8
D E F
1112X4 =3X6-3X4 -3X8 =-3X4-3X6 1112X4
39'8"
T10"
r f
03/30/17
F ' TB"12 6'3"4 1' 4'-0" 4'10" 1' 6'3"4 T8"12 1
T8°12 14' 15 1910" 24'8" 25' " 31'11"4 39V
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP. C
Des Ld: 37.00
Mean Height: 22.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 It
Loc. from endwall: not in 9.00 ft
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 "138" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4'r reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)na!Is
Q 6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42%high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf In PSF)
Def1/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
PF. NA Ce: NA
VERT(LL): 0.172 E 999 240
B 1640 / 783 / 941 /- / 349 15.5
Lu: NA Cs: NA
VERT(TL): 0.377 E 999 180
H 1641 / 783 / 941 /- / -
/ 5.5
Snow Duration: NA
HORZ(LL): 0.074 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.163 J - -
B Min Big Width Req = 1.9
Code / Misc Criteria
Creep Factor 1.5
H Min Brg Width Req = 1.9
Bldg Code: FBC 2014 RES
Max TC CSI: 0.606,
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.594
Rep Factors Used: Yes
Max Web CSI: 0.355
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 27 0 E - F
1479 -2125
WAVE
VIEW Ver. 15.01,01.0402.19 1
B - C 1743 -2949 F - G
1489 -2345
C - D 1489 -2344 G - H
1742 -2950
D - E 1479 -2125 H -1
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - P 2560 -1394 M - L 2012 -996
P - O 2567 -1394 L - K 2557 -1426
O - N 2557 -1394 K - J 2567 -1426
N - M 2011 -964 J - H 2560 -1425
.v`E N"s `p` «�
Maximum
Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs Tens. Comp.
P-C
307 -18
M-F 264
-184
C - N
490 -622
F - L 486
-244
.
D - N
485 -244
L - G 490
-622
ft
D - M
265 -185
G - J 307
-20
E - M
194 -222
85 F
Pr&ited ccples oitt doc�n si arm mtit cmnsir:',•sod--gFzdand zaaktd
andkt�5'?1aII.a.�rdss[kntlaarc�tc:reiust be 4cN� c'ssarv�elafcrc�Yzc.
xapfaz
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
"a'
ext�eme cafe in fabricating h ndling, shipping, installing and bracing. , Refer to and fgllow the latest edition of ¢CSI Building
nenf Safety nformaUon, b�r TPI ant7'S<CA) for safety practices pnor to perfomm�g these functions. Installe shall prgwde to pore
�er BCSI UnleLss noted o herwise,top chord shall have properly attached structural sheathing and bottom e}iord shall have a properryly
r!gid cei(ing. ovations shown for ermanent lateral restraint bf webs shall have brecing ms led per BCSI sections B3, 87 or 10,
icabie. Appl palates to each face otPtruss and position as shown above and on the JoincDetails, unless noted otherwise. (tefer to
is 160A-Z fo�standard plate positions.
a division of ITW_Buildina Components Grouo Inc. shall not be resconsible for anv deviation from this drawine.anv failure to build the
cfr�
nnrnein uts ur
Job Number: 136DCS107 Ply:1 SEQN: 7449441 T10 / HIPS
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW' Qty: 2 FROM: GM DRW:
Truss Label: A4 Wgt: 215.6 Ibs .. / ... 03/30/17
7'10"9 + 26'8" { 31'97 + 39'8"
7'10"9 6'17 6'10" B'10" 5'1°7 7110"9
o5X8 1112X4 =5X8
D E F
1112X4 =3X4-3X6 =3X8 -= X6=3X4 IIIZX4
1' T8'13 5'3°3 1' 5'10" 5'10" 1' 5'3"3 T8"13 1'
7'8"13 13' 14 19'10" 25'8' 21- " 31'11°3 39'8"
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1660 1785 / 937 / - 1307 / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.414 E 999 180 H 1661 1785 / 937 / - / - / 5.5
Risk Category:11
BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS
EXP: C HORZ(TL): 0.164 J - - B Min B Width R 2.0
Des .00 Mean Height: 21.50 ft
NCBCLL: 10.00 TCDL: 4.2 psf Code 1 Misc Criteria Creep Factor.1.5 H Min Brg Width Req = 2.0
Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.651 Bearings B & H are a rigid surface.
BCDL: 5.0 psf
Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.554
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 01.479 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 1670 -2509
Wind Duration: 1.60 • WAVE VIEW Ver:15.01.01.0402.19 B - C 1759 -2972 F - G 1596 -2526
Lumber C - D 15M -2525 G - H 1758 -2973
D - E 1670 -2509 H -1 27 0
Value Set: 13B (Effective 61112013)
Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l313" uses design values B - P 2577 -1406 M - L 2195 -1114
approved 1/30/2013 by ALSC P - O 2675 -1405 L - K 2195 -1114
O - N 2195 -1082 K - J 2575 -1437
Loading N - M 2195 -1082 J - H 2578 -1437
Truss passed check for 20 psf additional bottom "
r
chord live load in areas with 42"-high x 24%wide � . '�'++� Maximum Web Forces Per Ply (Ibs)
clearance.
• .a « Webs Tens.Comp. Webs Tens. Comp.
Wind . -:No P - C 258 -20 M - F 434 -290
Member design based on both MWFRS and C&C. ' C - O 406 -477 F - K 492 -252
D - O 491 -252 K - G 405 -478
Z.
D - M 435 -290 G - J 258 -22
`� � '..
E - M 356 -408
,prtn¢ad ¢c�si¢, c�Nas tioc�n�t zra ast cansl�rq� sign¢p nd c¢zlad
as+Qstrrs�rrc�zdtiiant�as3¢n cadcin�.t Yea u¢rifigd ars artyr,¢t¢rtrcr�,
�5cios;
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuir ) extreme care in fabricating, handl'ng, sh'l�rp!ng, !ngtalling and brae ng. ; Refer to and follow tote latest edition of BCSI �Bu!Iding
Componen fety Information, b TPI an SBCA; for sa ety practices prior to pe ormmg these functions Installers sha!I provide to porarrYy
bracing er B SI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg aand bottom chord shall have a pro My
attache�n ld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, om netltxxtc
as applicable. Apply lates to each face of truss and position as shown above and on the Join i Details, unless noted otherwise. (tefer to 1'A.:
drawings 160A-Z for s�andard ate positions.
Alping, a division of ITW Bu!Idip ComponFnts GWyp Inc. shall not be reaponsi$le for anypniation from this drawing,anly failure to build the
truss In conformance withANSIPI 1, or or han Itng shipping, installation an bracing o trusses A seal on this draw ng or cover pa e
Ilsting this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability
and use of this r7iawing for any structure Is the responsibility of the t3uilding Designer per ANSIITPI 1 Sec.2.
For more information see this lows general notes page and these web sites: ALPINE: www.el inettw.com• TPI: www. Into • SBCA: wwwsbtindustry.00rns ICC: www.iccsafe.org
F
Job Number: 136DCS107 Ply:1 SEQN: 744948 / T8 / HIPS
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty 2 FROM: GM DRW:
Truss Label: A5 Wgt: 212.8 Ibs / ... 03/30/17
7'10°8 11' 1TI" 21 i 228 2 28'8" 31'98 39'8"
8 6'1" 3'11° r1'8"1 5 11"4 + 3'1"8 7'10"8 ,
S5X8 =3X4 =3X6 1112X4 =6X6
D E F G H
T 12
6 p 013X4C "-"3X4
Ni
0
rIn
4X6(A2)B J=-4
} A
ri S R Q P O N M L
1112X4 =-3X4 =3X6 =3X4 =3X8 =3X6 =3X4 1112X4
7'8"12 33"4 3' 2'9"8 5'11"4 2'11"4 3' 3'3"4 T8"12 1�
T8"12 11' 14' 169"8 22'8"12 25'8" 28'8" 31'11"4 39'8"
A
to
in
is
X6(A2)
K
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
W!nd Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection !n loc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
PF. NA Ce: NA VERT(LL): 0.187 G 999 240
B 1561 / 787 / 927 / - 1266 / 5.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.431 G 999 180
J 1561 / 787 / 927 / - /-
/ 5.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.069 L - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.158 L - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 21.00 ft
Code / Misc Criteria Creep Factor. 1.5
J Min Brg Width Req = 1.8
Soffit. 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.615
Bearings B & J are a rigid surface.
Load Duration:1.25
MWFRS Parallel Dist: h/2 to In
TPI Std: 2007 Max BC CSI: 0,512
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes Max Web CSI: 0.648
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 9.00 ft
FT/RT:20(0Y10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 27 0 F - G
1857 -2613
Wind Duration:1.60
WAVE VIEW Ver: 15.01.01.0402.19
B - C 1779 -2757 G - H
1857 -2613
Lumber
C - 0 1708 -2432 H -1
1708 -2432
D - E 1849 -2600 I - J
1779 -2767
Value Set:13B (Effective 6/1/2013)
E- F 1857-2613 J- K
27 0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "136"
uses design values
approved 1/30/2013 by ALSC
B - S 2384 -1422 O - N
2125 -1226
Wind
S - R 2381 -1422 N - M
2125 -1226
Member design based on both MWFRS and C&C.
,.
#
R - Q 2125 -1195 M - L
Q - P 2125 -1195 L - J
2382 -1453
2384 -1453
P-O 2617 -1518
Nb
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
S - C 231 -24 O - G
298 -330
p
C- R 361 -407 0- H
668 -456
STATE OFD
D - R 395 -284 H - M
- P 667 -447 M -1
398 -285
361 -408
1e
P- E 303 -334 I- L
229 -26
E-O 112 -109
�r3nbid tapi¢a a�tl3sa'a�ncnt arm tiRl ceeslda�r�p� stgna�ansi.tc;!cd
apd aimt bevedflsd an'inydatfflWX
t 61=
"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, shigping, installing and bracing. , Refer to and follow t�a latest editi n of BCSI Building
Componen Safety. Information, b TPI and SBCA) fors ty practices prior to performing these functions nstallers sharp �nde to pore errrey
bracing per BCSI Unlirs noted o�herwise,top chord shawl have properly attached structural sheathing and bottom chord shy have a progeny
attachetl rigid ceiling. orations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, d rr�rtrs,'#,r
as applicable. 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.
Alping, a division of ITW Builddiqp Compon nt� Gr4up In . shall not be rep onsible for any deviation from this drawin ,an failure to build the
truss m nforrn pce with ANSIIgfPI 1, or for hantllin a ippmg, mstallabon and bracing of trusses.A seal on this dr�awtYng or cover pa e
listing the drawin , indicates acre lance of pro ass one engineerin responsibility solely for the design shown. The suitability
and use of this drawing for any structure Is the responsibility of the Building Designer perANSI/TP11 Sec.2.
Job Number: 136DCS107 Ply: 1 SEQN: 744952 / T71 HIPS
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D' OL OW Qty: 2 FROM: GM DRW:
Truss Label: A6 Wgt 204.4 Ibs / .. 03/30/17
16'5" 19' 23'4"12 30'8' 35' 39'8°
4'4" 7'S" 27" 4'4"12 T3°4 4'4' 4'8'
0
v
=4X(
=5X8 =X4 =-3X6 1112X4 =5X8
D E F G H
6 p
�2X4C
(a)
I z2X4
A2) B
J =4)
=3X4 =3X6 =3X4 X70 =X6 =-3X4
5' 2'1'8 T3"4 2'3 4 5' 9' 1
9' 14' 16'1" 23'4"12 25'8"
11
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pfin PSF) Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
P't NA Ce: NA VERT(LL): 0.244 G 999 240
B 1561 1810 / 911 / - / 225 / 5.5
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.562 G 840 180
J 1561 / 810 / 911 / - /-
/ 5.5
BCDL: 10.00 Risk Category: it
Snow Duration: NA HORZ(LL): 0.075 L - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP. C
HORZ(TL): 0,173 L - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00 Mean Height: 20.50 ft
Code / Misc Criteria Creep Factor 1.5
J Min Brg Width Req = 1.8
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.628
Bearings B & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.671
Spacing: 24.0 " C&C Dist a: 3.97 ft
Rep Factors Used: Yes Max Web CSI: 0.916
Maximum To Chord Forces Per
P
PI Ibs
y ( )
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
2179 -3171
Wind Duration:1.60
WAVE VIEW Ver:15.01.01.0402.19
B - C 1877 -2828 G - H
2179 -3172
Lumber
C - D 1749 -2610 H -1
1748 -2610
D - E 2166 -3152 I - J
1877 - 2829
Value Set:13B (Effective 6/112013)
E-F 2179 -3171 J-K
27 0
Top chord 2x4 SP #1
Bat chord 2x4 3 #1
We
Webs 2x4 SP #3
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
B - Q 2474 -1548 N - M
2297 -1356
Q - P 2298 -1325 M - L
2297 -1356
Bracing
(a) Continuous lateral restraint equally spaced on
$Q �
P - O 2298 -1325 L - J
O - N 3177 -1895
2475 -15W
member. Or 1x4'T" reinforcement. 80%length of
ea v
web member. Same species & SRB grade or better,
8d Box Gun 0.113"x2.5",min.
,
Maximum Web Forces Per Ply (Ibs)
attached with or nails
6« oo ( )
a
Webs Tens.Comp. Webs
Tens. Comp.
Wind
-
C - Q 253 -199 G - N
350 -400
VPD
a
- Q 364 -118 N - H
1031 -6B4
Member design based on both MWFRS and C&C.
D-0 1013 -669 H-L
367 -119
OF
O - E 353 -405 L - I
254 -201
.
E-N ' 93 -89
M
"taduvlas *finedand=lid
and 145:§n»s asstliari�4iwrcnai¢m��bd'�aerif4'�Em any,dpdtidra'
zdpiau
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme qre in fabricating, handl'n , shi pin , ingtalling and bracing. , Refer to and follow the latest edition of BCSI Building
Component S fety information, by TPI an7 SBCA; for saety �ractices poor to performing these functions. Installers�shall pro ide to poraryri riney
bracing er BSI Unless noted o herwise,top chord shall have proper) attached structural sheathin and bottom c o shall�iave a pro e y
attachedrigid ceiiinp. Locations shown for permanent lateral restraint �f webs shall have bracing ins�alled per BCSI sections B3, 67 or �10,
as applicable. Apply lates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to nmj:onenrs,uz
drawings 160A-Z for s�andard plate positions.
Alping, a division of ITW Buildin Componfnts GWpp Inc. shall not be responsible for any deviation from this drawing,aniy failure to build the
truss in nfonnapoe with ANSII� PI 1, or or hen ling shipping, installation and bracin of trusses.A seal on this drawing or cover pa e
listing thh s draw ng, Indicates acceptance of rofass and englneerino responsibility solely for the design shown. The suitability
and use of this rawing for any structure is a responsibility of the uilding Designer per ANSI1TP11 Sec.2.
T
1
Job Number: 136DCS107 Ply: 2 SEQN: 744961 / T22 / HIPS
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qiy: 1 FROM: GM DRW:
Truss Label: A7 Wgt: 193.2 Ibs ! .. 03/30/17
T + T 13} 122 2'0"6 + 328"0 398"
V 56706 6716710 917'
12 C--GY=3X4 1112X4=3X6 =3X4 =5X8
A D E F G H
- =PPPPW
P_
1&wi
.,
Q P O—,, N M L K r, v
1112X4 =06 ==3X8 =H0308 1112X4
7'1"12 6'2"64 510" 5'10° �"L 6'2"6 + T1"12 �1�
T1"12 13'4"2 1 ' 19'10" 25'8° 6' "14 32'6"4 39'8"
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DetUCSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.406 E 999 240 B 3139 11572 ! - ! - / - / 5.5
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.948 E 498 180 1 3139 / 1572 / - / - / - 15.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.223 K - - B Min Brg Width Req = 1.9
NCBCLL: 10.00 Mean Height: 20.00 ft Coded Mise Criteria Creep Factor. 1,5 ' I Min Brg Width Req = 1.9
TCDL: 4.2 psf Bearings B & I are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 g
Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.767 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply (Ibs
)
Loc. from endwall: NA 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 F - G 2289 -4641
Wind Duration:1.60 WAVE, HS VIEW Ver:15.01.01.0402.19 B - C 1647 -3104 G - H 2O54 -4164
Lumber C - D 2054 -4164 H -1 1547 -3104
Value Set: 13B (Effective 6/1/2013) D - E 2289 -4641 I - J 13 11
E - F 2289 -4641
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "13B" uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved-1/30/2013 by ALSC B - Q 2736 -1352 N - M 4217 -2092
iQ - P 2749 -1354 M - L 4217 -2092
NailnoteFV
P - O 4217 -2092 L - K 2748 -1354
Nail Schedule:0.128"x3", min. nails MA
O - N 4217 -2092 K -1 2736 -1352
Top Chord: 1 Row @12.00" o.c. � e e e a a' �
ip
Bot Chord:1 Row @12.00" o.c. 4 e
. - W, Maximum Web Forces Per PI Ibs
Webs : i Row @ 4" o.c. �'IF ; Y ( )
Use equal spacing between rows and stagger nails �', a qw Webs Tens.Comp. Webs Tens. Comp.
in each row to avoid splitting. -
1.
C-Q 308 -49 N-G 489 -228
Loading - s *,' C-P 1621 -801 G-L 461 -648
#1 hip supports 7-0-0 jacks with no webs. P - D 461 -648 L - H 1621 - 801D - N 489 -228 K - H 308 -49
Left side jacks have 7-0-0 setback with 0-0-0 cant OF E - N 299 -348
and 1-0-0 overhang. End jacks have 7-0-0 setback`
with 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 1-0-0� �.
overhang. _ter.
Wind '
Wind loads and reactions based on MWFRS. :
4ti 09 5A3$.l F bB'8$�B4 66 7F'±i$ 004'3 2E $5 Pia
Pr�irpt$ cagiics dttht^. u�aryxnenf �srm nczttitmsiux^ �d .fgnelS arsd zaa4nd .
.'uldttrrA-Szutherit3�Stsati cria3e.erimst 6u,urlNtd in any,el"stran2c,
topiaw
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> regqwre e�reme cafe in fabricatingg, an I'n shippin ,installing and brac'ng: , Refer to and fgllow the latest edition of BCSI ((Building ;
nent Safety Information, by TPl.anr7 BC ; foF safety �ractices pnor to perf'ormmg these functions Installs shrill provide terhporarriy triiey
per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathin��nr3 bottom c�io shall hav a props y
tl ngid ceifin .Locations shown for permanent lateral restraint of webs shall have racin ms I ed per BCS sections 63, �7 or 810, ', der netrlxrir
icable. Apply lat s to ach fags, of truss and position as shown above and on the Joinf Details, unless noted otherwise. j2efer to _;:..:
is 160A-Z for s�an�ard pate posdions. '
a division of ITW Buil inqcg�Compongnts Grorpup In4.,shall not be responsible for any deviation from this drawing,anv failure to build the
conf nna ce with A Sltl PI 1, or for handlm slit pin ,installation and braan of trusses.A seal on thl drawrrrg or cover pa e
this c�raw�n�, Inds 9 tes acy �tance of �rogfess�onal o ineerirt� res 9nsgibllgity soplely for the desgn shown. The suitability
;e of this rawin for an s cture is a res nslbill of the uildln Desi ner er ANSIlTPI 1 Sec.2.
Inf......eNn.. ee.. N.le i..lb ..n.......1 ....,m ......e n...! IA..ee..•e4. ..N..... AI DII.I=. ........ nl..inn"........... Tpl. ....,... 1..1...., ...... CDI.A. ....,.....Mi..A..M........... 1!.l.. ......i i........l.......
Job Number: 136DCS107 Ply: 2 SEQN: 7449651 T141 HIPS
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL` dw Qty 1 FROM: GM DRW:
Truss Label: A7A Wgt:193.2 Ibs / ... 03/30/17
T + 13'7"10 19'10° + 21' 26'0"6 32'8" 39'8" i
T 67"10 8'2"6 12 5'0°6 67°10 T
=3X4 1112X4=3X6 =3X4 =5X8
12 C= D E F G H
6 p — T
=4X AA2) B 1=4X16(A2)
Q P 0— N M L— K
::
1112X4 =4X6 --3X8 =H0308 1112X4
676
�"1 T T1 12 + 34 2:12 14'4 910" 25'8" 214 8'14 32 6°4 39'8? t1
Loading Criteria (pst) 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
Des Ld: 37.00 EXP. C
D
Des d:: .00 Mean Height: 20.00 ft
NCBTCDL: 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: 3.97 ft
Loc. from endwall: NA
GCp!: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Nallnote
Nall Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord:) 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.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 1-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
a
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
PF. NA Ce: NA
VERT(LL): 0.406 E 999 240
Lu: NA Cs: NA
VERT(TL): 0.948 E 498 180
Snow Duration: NA
HORZ(LL): 0.096 K - -
HORZ(TL): 0.223 K - -
Code / Misc Criteria
Creep Factor 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.891
TPI Std: 2007
Max BC CSI: 0.767
Rep Factors Used: No
Max Web CSI: 0.618
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE, HS
VIEW Ver: 15.01.01.0402.19
NO' 00461
.StATE -
OF
400i 5A 3& FF 56 FI:B013i3 7F 48 t)0 39.2E 85 FB
c%iAidm bac bat+zelscaea�ica�r �gtad sad salad by tkac�ta,;tJlarttnaz;
PEI,b4ylk p47387.}amLhadat�shawan abaval aigpSNAd
aGiriantu`:iticn cads:
vrmtcd,crpias of" dycwmtWo not cnnsldx od aped and s^ W -
,a,Pd•ttSa rAK:'xa.•than Arian wda nnut b¢;varAad cn angcia�itmr ,
Ii*p -
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 3139 /1572 I- I- 1- 15.5
1 3139 / 1572 / - / - / - / 5.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.9
1 Min Brg Width Req = 1.9
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B
13 -11
F - G
2289 -4641
B - C
1547 -3104
G - H
2O54 -4164
C - D
2054 -4164
H -1
1547 -3104
D - E
2289 -4641
I - J
13 -11
E - F
2289 -4641
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - Q 2736 -1352 N - M 4217 -2092
Q - P 2749 -1354 M - L 4217 -2092
P - O 4217 -2092 L - K 2748 -1354
O - N 4217 -2092 K -1 2736 -1352
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - Q
308 -49
N - G
489
-228
C - P
1621 -801
G - L
461
-648
P - D
461 -648
L - H
1621
-801
D - N
489 -228
K - H
308
-49
E - N
299 -348
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme cats in fyt ricatinq, han in shi ping, installing and bracing. Refer to nd follow tre latest edition of ¢CSI Building
f Safety In ormation, bl PI anr7 SBC ) f9OF sa ety practices poor to performing these unctions nstailer� shall pro de to porarrvy
BCSI., Un ess noted o henroise,top chord shhall have proper)Yy�attached structu I sheathing and bottarr� chord shall Ave a pro eFly
aaid ceilingG. Locations shown for permanent lateral restraint bf webs shall have bracing msfalled per BCSI sections 3, B7 or �10,
le._ Apply plates to Bach face_ of truss and position as shown above and on the Join[Details, unless noted otherwise. j2efer to
any
failure to build the
„or clohe suitability
atrey,
' omJranenrxrce
Job Number. 136DCS107 Ply:1 SEQN: 7178241 T2 / GABL
4EJB 2807-Elle 'D"OL OW /DR Horton /4EJB 2807-Elie "D' OL OW Qty: 1 FROM: AH DRW.
Truss Label: B1 Wgt 130.2 Ibs / .. 03/30/17
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 "
10'4'
10'4"
— Z4" —+ 1'4"
(T1'P)
i =4X4
i 20'8°
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN1014 for
gable wind bracing requirements.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
P - NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / M!sc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT.20(0Y10(0)
Plate Type(s):
WAVE
20'8"
20W
DefI1CS1 Criteria
PP Deflection in loc Udefl L/#
VERT(LL): -0.001 J 999 240
VERT(TL): -0.001 J 999 180
HORZ(LL): 0.003 M - -
HORZ(TL): 0.003 M
Creep Factor: 1.5
Max TC CSI: 0.108
Max BC CSI: 0,031
Max Web CSI: 0.087
Mfg Specified Camber:
VIEW Ver: 16.01.01.0402.20
46015A 38 FF 5B 81,80 8B, 48 t),0 49:2E 86 F6
i4�u iErrn ir5$baars alacavaniaxUpsd aad sd �WvdbymamaeIWrnaax,
pi la, tk, i47=21 an the dam sh6aFn atxiva'*ngaSNPKs ..
arit4anticitlwvsa3¢. .
r78nted ampics mfrt#eEr umunt are riot censld and dradand sm W
�dtt� aputhant�tiaas rmfad"vst bn Uarirticil cn aicy clactrmrcx
e#riam:
♦ Maximum Reactions (Ibs), or *=PLF
Loc R / U / Rw / Rh / RL / W
P* 81 / 37 139 / - III 1248
Wind reactions based on MWFRS
B 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
1-1
292
-21
B-C
82
-91
J-K
241
-18
C-D
78
-35
K-L
190
-24
D-E
94
-24
L-M
142
-45
E-F
142
-22
M-N
94
-66
F-G
190
-20
N-O
52
-86
G-H
241
-18
O-P
6
-111
H-I
292
-21
P-Q
27
0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AE
172 -104
X - W
190
0
AE-AD
180 -105
W - V
188
0
AD -AC
183 -106
V - U
187
0
AC -AB
185 -107
U - T
185
0
AB -AA
187 -107
T - S
183
0
AA- Z
189 -108
S - R
180
0
Z-Y
190 -108
R-P
172
0
Y-X
190 0
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-AE
155
-87
W-J
188
-83
D -AD
94
-69
V - K
153
-73
E -AC
100
-74
U - L
100
-73
F-AB
100
-73
T-M
100
-74
G-AA
153
-73
S-N
94
-69
H-Z
188
-83
R-O
155
-87
I-X
0
-154
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extre�onP'ncafe in fayricatin�, handling shying, in@tailing and brang. , Refer to and fallow t�1e latest edition of ¢CSI Building
nen 5 fety Infati, by TaSBCA) ioF sa ety pracbces poor to pe ormmg these functions. nstalle shall pr vide to porant
per B SI. Unlnoted o herwise,top chord shall have properly attache structur she.t inga 0d bottom c o shalq have a pro�e y
0 ri id ceiling.vations shown for permanent lateral restraint of webs s all have racing ins led per BCS sections 83, B7 or 10,
cab�e. Appgy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
�s 160A-Z for standard plate positions.
a division of IT1N BuildinQComponr nts Group Ing. shall not be_responsible for any flev!ation from this dt4wing,any failure to build the
€xney
' .ofil#172ttts Ire.
any
Job Number: 136DCS107 PIy:1 I SEQN: 717825 / T1 / COMN ' I
4EJI3 2807-Elle "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL' OW Qty: 2 FROM: AH DRW:
Truss Label: B2 Wgt: 98.0 Ibs / .. 03/30/17
6'4"8 14'3"8 20'8"
6'4"8 3'11"8 3'11"8 64"8
D=4X4
1112X4 =3X4 =3X8 1112X4
62"12 i 2'S"4 118" 4'174 6'2"12
1 1'
6'2"12 8'8" 10'4" 14'5"4 20'8"
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
B 842 / 364 / 515 / - 1237 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.051 1 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.085 1 999 180
F 842 / 384 / 5'15 / - /- / 8.0
BCDL: 10:00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.019 H - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ TL) : 0.037 H -
B Min B Width R = 1.5
Code /Mist Criteria
NCBCLL: 10.00
Mean Height: 15.00 It
Creep Factor. 1.5
F Min Brg Width Req = 9.5
Soffit: 2.00
TCDL: 4.psf
BCDL: 5.0
Bldg Code: FBC 2014 RES
Max TC CSI: OA37
Bearings B & F are a rigid surface.
Load Duration:1.25
psi
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.299
Bearings B & F require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep factors Used: Yes
Max Web CSI: 0.295
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT.20(0Y10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCp!; 0.18
Plate Type(s):
VIEW Ver.15.01.01.0402.20
A - B 27 0 D - E 970 -W8
Wind Duration:1.60
WAVE
Lumber B - C 1147 -1283 E - F 1148 -,1283
C- D 970 -908 F- G 27 0
Value Set:13B (Effective 6/112013)
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 - K 1086 -837 1- H 1083 -853
approved 1/30/2013 by ALSC K-J 1083 -837 'H-F 1086 -853
Wind] J-I 1083 -837
Member design based on both MWFRS and C&C.wse Maximum Web Forces Per Ply (Ibs)
11
'*+ Webs Tens.Comp. Webs Tens. Comp.
� K-C 221 -23 I-E 493 -415
6 0471'02-. '10 C -1 493 -415 E - H 221 -23
D - I 581 -569
f
10.10t STATE ; .
Uj
O.W.
4i):0151i 3&.FF 5(3 81' BO BB 7F 48 00.49:2E 85 FB
iht&!tcmbaz ba¢� e§aaran§ca�y��acd and scalei§ Iry 7.Aanusl�Hlzrtfrei,`
PE 15CLk iiC71871 en th° fiats shbrlikabsv¢uzBiig 93H?1'�I
aeit§raritiaaiicsi ¢in1c.` .
frMtadcaplaa oftt sdrtvneni`ar¢ndt 4ans(`i. t L+two and 1• 13d
uhQ thaz�h>.8 aa:ifi¢satk-r33¢ri ctille met 6n a¢nt63d sn arv�clettrc�s2r,
**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 sh!1pping, installing and bracing. Refer to and fgllow the latest e�ition of BCSI Building
Corgponen Safety Information, by TPI an SBCA) t9Or sa ety practices prior to performing these functions. Installers s all provide to poraryl et#ey
brac§n per BGSI. Unless noted o herwise,top chord shall have propedY attached structural sheathin and boltom chord shall have a proper y
attach�d rigid ceilin Locations shown for permanent lateral restraint If webs shall have bracin msgalled per 6CSi sections B3, 87 or 810, dnr anrrrrs,'a,r
as applice e. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to
drawings 160A-Z for standard pate positions.
Alpin", a division of ITW Build' Compon ribs G p In .,shall not be responsible for any deviation from this drawing,an failure to build the
truss In ofgrmanf§ce vvt�h ANS�llgl PI 1, or for han�l�nppsillpppin ,ins IlaUon and bracing of trusses.A seal on this drawiyng or cover page
listing this tlrawin Indicates acts lance of roiesslonal engneerin responsibility solely for the design shown. The suitability
and use of this �iawing for any structure isle responsibility of the �ullding Designer per ANSI1TP11 Sec.2.
Fnr mnm fnfnrmnfinn r this inh's nanamt nntas nano and theses —h aita At PIMP as 1n1nAf..m TPF tn1mt.nm- RRGA-- wun hr.1ndnstm_mm- ICC� wow 1c afe.nm
d
Job Number: 136DC8107 Ply-,1 SEQN: 7178261 T3 / COMN
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 3 FROM: AH DRW:
Truss Label: B3 Wgt: 95.2 Ibs / ... 03/30/17
20
t0
N
6'4"8 10'4" + 14'3"8 + 20'8"
6'4"8 3'11"8 3'11"8 64"8
6712
6'2"12
Loading Criteria (ps0
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
D
Des Ld: 37.00
Des d::
Mean Height: 15.00 ft
.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
GCp!: 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 "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
D=4X4
N
3X4(A1)
1112X4 =3X4 =3X8 1112X4
2'5"4 1'8" 4'1"4 6'2"12
1111 10'4" 14'5"4 20'8"
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 / U / Rw / Rh / RL / W
B 844 1385 / 515 / - / 223 / 8.0
Pf: NA Ce: NA
VERT(LL): -0.051 H 999 240
Lu: NA Cs: NA
VERT(TL): 0.085 H 999 180
F 780 / 348 / 448 /- /- / 8.0
Snow. Duration: NA
HORZ(LL): -0.021 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.037 G - -
Creep Factor. 1.5
B Min Brg Width Req = 1.5
F Min Brg Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.474
Bearings B & F are a rigid surface.
TPI Std: 2007
Max BC CSI: 0,303
Bearings B & F require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.313
FT/RT:20(0)/10(0)
Mfg Specked Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver:15.01.01.0402.20
A- B ' 27 0 D - E 997 -912
B-C 1151 -1287 E-F 1212 -1295
WAVE
C - D 974 -911
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
B - J 1089 -908
H - G 1095 -910
J -1 1086 -908 '
G - F 1098 -911
1II
1- H 1086 -908
E
Maximum Web Forces Per Ply Qbs)
ae,s
Webs Tens.Comp.
Webs Tens. Comp.
J - C 221 -23
C-H 495 -415
H - E 505 -426
E-G 223 -44
D-H 586 -602.
4900'42E 95 FS
",I F Zortrrsd« 1006iam ld�ed =aand
w2ind .
ailditxsSxtA,:��xvt'naritkaslt+is sniteeii¢sx bnaCrit3�d �a5 any zlanrcrcic
tcpl"x:
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabrigting, handl`n ,shipping, ingtailing and bracing. ,Refer to and follow the latest edition of ¢CSI Building
Component Safety Infonnabon, b TPI anr7 SBCA; for safety practices poor to performing these functions. Installs shall provide to pore 2trey
bracin per BCSI Unless noted oherwise,top chord shall have properiY attached structure) sheathing and bottom cre}iord shall have a proper�y
attach�d n id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, tv
om� nz rs t,e
as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
Alping, a division of ITW Buil innQCompon nts Group InG, shall not be responsible for any deviation from this drawinp,an failure to build the
a�ss in nfonnance unth A�SIfTPI 1, odor hand!m shi m ,installation and brecin of trusses.A seal on this dgrawiYng'or cover pa e
Ilsting thcls drawing, indicates acceptance ofrogfess{��naln englneerin� responsibility solely for the design shown. The suitability
and use of this ddrawing for any structure is a responsibility of the uilding Designer per ANSIITPI I Sec.2.
F., more W—flnn sew this Inh's --1 notes nana and these—h sit— ALPINF-—.alninritw.mmc TPI'—4.1nat— SRCA- wxnvshrJndustnr_nnm• irr, wnvw_imsafe_nm
Job Number. 136DCS107 Ply:1 SEQN: 7449211 T18 / EJAC
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL'OW Qty: 23 FROM: GM DRW.
Truss Label: EJ7 Wgt 23.8 Ibs / .. 03/30/17
C
T3 I
Loading Criteria (psi)
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
Des d::
D
Mean Height: 20.00 ft
.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 it
GCp!: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Wind
Member design based on both MWFRS and C&C.
r
Snow Criteria (Pg,Pt in PSF)
Doff/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): -0.022 D -
HORZ(TL): 0.031 D -
Code / Misc Criteria
Creep Factor 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.533
TPI Std: 2007
Max BC CSI: 0.368
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s): •,
WAVE
VIEW Ver 15.01.01.0402.19
SLATE:
r Y=, �.
49AI 5A3S,FF 5B 8w1'.BO BB 7F'48 00 99 2E 85 FB
%fsiEdtza baz ba.,ts a>�ctranica'6p a{�rvd and ,salad G} fknn+sal:rfe5rtiq"
PEt&i,,.iie 987187);cx�thk Naha siw,tiitafTaa�etz�iiga5NA<"a • ..
'aiitticntiiatlancadc�
8reaitndc�iipz of th2s �asuanuni acm npf cAntfdxmd l�ne� and mmaxWd
andtt�s �.A�:as:t3�antka�vz�r¢ridceii�t5cveNf�d cas Sivtclgnr�rcx
tnciou.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 336 /155 /257 /- /211 /5.5
D 127 /26 /102 /- /- /1.5
C 171 1169 /85 /- /- /1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -160
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
TTrusses reqquire extreme pre in fab� r'cafing, hhandl'n ,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI ((Building
Componen[ Safety Information, by TPI and SBCA; for safety practices prior to performing these functions Installers shall proYi'de terhporarY rrrrey
bracing per BCSI. Un ess noted o herwise,top chord shall have properly attached strucidral sheathing and bottom c or shall have a proper y
attachetl ri9g!d ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply gates to each face of truss and position as shown above and on the JoinpDetails, unless noted otherwise. (tefer to o rl ?n #lrs xtg
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildd'n Compon nts G up Inc,.shall not be responsible for any deviation from this drewing,any failure to build the
truss in conf nna ce with ANS�II� PI 1, or for hanc�lin shippin ,installation and bracing of trusses.A seal on thi drawnng or cover page
listing this c�raw�n ,indicates acts tance of rogfessional engineerin responsibility solely for the des�gn shown. The suitt+bllity
and use of this �rawing for any s�trcture isle responsibility of the �uliding Designer per ANSI1TP11 Sec.2.
Job Number. 136DCS107 Ply: 1 SEQN: 744923 / T5 / EJAC
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 5 FROM: GM DRW:
Truss Label: EJ7A Wot. 21.0 Ibs I ... 03/30/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
2X4(A'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.25 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
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 / Mlsc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
0
R
[;
Defl1CS1 Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.026 C - -
HORZ(TL): 0.034 C -
Creep Factor. 1.5
Max TC CSI: 0.543
Max BC CSI: 0.373
Max Web CSI: 0.000
Mfg Specified Camber,
VIEW Ver: 15.01.01.0402.19
B
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
A 270 / 79 1185 /- 1148 / 5.5
C 128 / 23 / 105 / - / - / 1.5
B 174 / 132 / 88 / - / - / 1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 78 -161
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
40 015A 38 FF 5B 8160 BB 7F 48 0099.2E 85 ES
tbii ltdm llas:bvvn ckttrwriraT}r sia^rvd Snd ,val¢d bg tdatw¢I:MartMa2,
FEISL,.Ik.{dd736]}cn �e dalt+.sMwnabmva�xinga SHAM
6titi�¢ntititihnti54¢..
Fred agiiFz of ttis doc/nneat um not cvnileixad signed and zaaiad
and t15!'Sw?ih-g'aact$antbticn ca8cmixt $nveNfi<d � a¢yrlec;tar5c,
�'rrspias;
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, han%l'ng shipping, ingtalling and bra�ng. Refer to and follow the latest edition of (SCSI Building
f S fety Information, byv TPI an SBC ;for sa shipping,
practices pnor to pe orming these functions. Installs shall pro5nde to porarY
B I Unli�ss noted dtherwise,top chord shall have properly attached structural shpathing �nd bottomord shall have a properly
liid ceifing. cations shown for ennanent lateral restraint cf webs shall have racing ins led per BCS sections 63, 67 or 10,
e. ADDIv Dlates to each face of truss and Dos!tion as shown above and on the Joini Details. unless noted otherwise. kafer to
failure to build the
rn*r The sP. bIIIty
etne6t
omf�nrtrrx-ar
Job Number. 136DCS107 PIy.1 SEQN: 7449171 T15 / JACK I
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW City: 8 FROM: GM DRW:
Truss Label: BJ5 Wgt:16.8 Ibs / ... 03/30/17
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 "
T
1' 5'
5'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height:19.50 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwali: 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 "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pr in PSF)
Pg: NA Ct: NA CAT: N/
PF. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.010 D - -
HORZ(TL):-0.012 D - -
Creep Factor 1.5
Max TC CSI: 0.329
Max BC CSI: 0.182
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver. 15.01.01.0402.19
NO 0141102'
!�TATE O '
us
W"
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 1123 / 208 / - 1155 15.5
D 90 /17 /70 /- /- /1.5
C 119 1115 /58 /- /- 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 53 -126
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
40 015A 3$.FF 5B 81;80 BB 7F 480.099 2E 85 FB
ifii item iias boars aMaronlialirad and aeataD tryihanstsl'W,irtbar�-
PF:(fL..tk,i6lii2)en*" data shori'isabnva,utAriB a SHAH
atitfimttitinn cbslc�
ffitntnd caplai bf tk3i dces ment`ara not rma 16Kad stpad and iaalad
`�ndtha S�iT�:B: authanti:atien.tcdc nit bd.varif?^d m anyalac;rant,
[ap(az:
"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, handl'n99 shl ing, installing and bracing. Refer to and follow the latest edition of BCSI Building
Componen Safety Information, by TPI an SBCA; for sa ety practices prior to performing these functions Installers shall proY de to pora rmey
bracing per BCSI. Unless noted o�therwise,top chord shall have proper iY attached structural sheathing and bottom chord shall have a proper y
attachetl rigid ceiling Locations shown for permanent lateral restraint cf webs shall have bracing mslalled per BCSI sections B3, B7 or B10, orr vnrrtts ;,r
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to
drawings 160A-Z for standard plate positions.
Alping, a division of ITW Builddin Compon nts G up In .,shall not be responsi le for any deviation from this drawing,an failure to build the
ttruss rn conformance with ANSI/gl PI 1, oror handling scftipping, installation an bracin of trusses.A seal on this drawiYng or cover pa e
listing this drawing Indicates acrep�ance of rofessponag engineering responsgibility solely for the design shown. The suitability
and use of this 9iawIng for any sp cture is the responsibility of the 6uiiding Designer per ANSIfrPI 1 Sec.2.
T
Job Number: 136DCS107 Ply:1 I SEQN: 744915 / T16 / JACK ' I
4EJB 2807-Ella 'D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty. 8 FROM: GM DRW:
Truss Label: 13J3 Wat 12.6 Ibs / ... 03/30/17
u
12
6(%
co
O
2X4(A1) B
M
CV
A
D
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
WindSW: 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
Des d::
D
Mean Height: 19.00 ft
10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
Wind
Member design based on both MWFRS and C&C.
3'
3'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL / W
B 193 / 95 / 162 / - / 101 / 5.5
R. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
D 51 / 8 ' / 42 / - / - / 1.5
Snow Duration: NA
HORZ(LL): -0.004 D - -
C 64 162 / 28 / - / - / 1.5
HORZ(TL):-0.004 D - -
Creep Factor 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2014 RES
Max TC CSI: 0.183
D Min Brg WidthReq = -
TPI Std: 2007
Max BC CSI: 0.075
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:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
I VIEW Ver:15.01.01.0402.19
WAVE
A-B 27 0 B-C 29 -110
o 7*0
e
OF
oil
5A38:FF 56 81 B0 8B 7'F'48'C
PrbitadeWles of&1a£ ac==fwa not con6ldtrad stpad.and malad
uld tt 5??�t iuthantalietf crii3o m�sr 5ri;ucritSed m aagcicttranu
K4f=-
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, handl'n ,shipping, installing and bracing. Refer to and follow the latest edition of BCSI Building
Componen Safety Information, b TPI an SBCA; forsaiety practices poor to performing these functions. Installsr� sh II provide to pora a .7
bracing per BCSI Unless noted oherwise,top chord sf}all have properly att�ched structural sheathing and bottom ctlor�ghall have a pro&eryrly
attached riggid cei(inq Locations shown for permanent aterel restraint of we s shall have bracing installed per BCSI sections 63, B7 or 10,
as applicable. Apply lates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (tefer to omtwifenrs t,c
drawings 160A-Z for s�andard plate positions.
Aiping, a division of ITW Build!, gComponQnts Group inG.,shall not be reppons!ble for any deviation from this drawing,anv failure to build the
truss m canf nuance with ANSgfI PI 1, or for handling' shi ping, i ist@Ilabon and bracing of trusses A seal on this drawing or cover page
listing this dravinng indicates acceptance of ro-feas�onal engineerin responsibility solely for the design shown. The suitability,
and use of this g awing for any structure is �'fe responsibility of the �uilding Designer per ANSI1TP11 Sec.2.
_. m...o fnrnrmaHnn — Hda L k% nanneal nnfea nano and fh--h eWa At Plhl=• wuiu, aI.in h- min• TPI• —Ml—f n CRr:A• evwu, "M,IndL f- -- Ir:r:• '— trr_anfn.nm
Job Number. 136DCS107 Ply:1 SEQN: 744913 / T17 / JACK
4EJB 2807-Elle'D" OL OW/DR Horton /4EJB 2807-Elie "D' OL OW City: 8 FROM: GM DRW:
Truss Label: BJ1 Wgt 11.2lbs .. / ... 03/30/17
4"3
1
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP. C
Des Ld: 37.00
Mean Height: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 ft
Loc. from endwall: Any
GCpl: 0.18
Wind Duration: 1.60
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 byALSC
Wind
Member design based on both MWFRS and CRC.
12
6 [� C
2X4(A1) B
n
—F T Ce)
O LO
co
1'
1'
1'
Snow Criteria (Pg,Pf in PSF)
Defl1CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
PF. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.001 D - -
Code 1 Mlsc Criteria
Creep Factor..1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.171
TPI Sid: 2007
Max BC CSI: 0.016
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEW Ver:15.01.01.0402.19
Nd 7-18!
� � w
A
�
40 0i5A 3S.FF'5B.81 BO BB 7F'48 00,992E 85 FB'
ihit:lEarnha: ' an(a iianiiz'Hr madind saatndtry.iAanualNiartUat,
P�1;4;1k.t7,?l71g�)en tha SalesiwainabaVc�ig aSHA.i � '
siftircnt`xGtrdti ea3e:
Pr£ntad ctplas of tt� docmnnni`am nGt Sansidarsd st�+cd andsealnd .
and tsn'sta-i'xut$taritka;ien �nilr must 6d;Mari(k<d m any cicatranu.
'wP(as:•
♦ Maximum Reactions (ibs)
Loc R /U /Rw /Rh /RL /W
B 150 / 87 / 146 /- 149 15.5
D 11 /11 /19 /- /- /1.5
C -14 /29 /27 /- /- 11.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 .-19
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme pre in fabricating, hhandl'nA, shipping, installing and bracing. Refer to and follow the latest edition of BCSI ((Building
f Safety Information, I TPI and Si for safety practices prior to performing these functions. Installers shall provide terhporaryri
BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall ave a proge y
aid pllin . Locations
shown for permanent lateral restraint 8f webs shall have bracin msfalled per BCSI sections 3, B7 or 610,
le._ Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. defer to
a division of
any
failure to build the
g or cover pa e,
The sui bllity
trXPft,
omjronertts..ua
Job Number. 136DCS107 I Ply:1 I SEQN: 744919 / T19 / HIP_
4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elle "D" OL OW City. 4 FROM: GM DRW:
Truss Label: CJ7 Wgt' 40.6 Ibs / ... 03/30/17
5'3"5
5'3"5
9'10"1
4'6"11
0
9'4"l
9'4"1
6"
'1 1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pl': NA Ce: NA VERT(LL): 0.039 F 999 240
B 326 / 199 / - / - / - / 7.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.059 F 999 180
E 365 / 120 / - / - / - / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL•): 0.011 F - -
D 212 / 219 / - ! - / - / 1.5
� Des Ld: 37.00
EXP: C
HORZ(TL): 0.017 F - -
Wind reactions based on MWFRS
II NCBCLL: 10.00
Mean Height:19.99 ft
TCDL:4.2 sf
p
Code / Misc Criteria CreepFactor 1.5
B Min Brg Width Req = 1.5
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.412
E Min Brg Width Req = _
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.611
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: No Max Web CSI: 0.283
Loc. from endwall: NA
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.15.01.01,0402.19
Lumber
A - B 9 -8 C - D 78 -83
.
Value Set:13B (Effective 6/1/2013)
B - C 491 - 581
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 - F 550 -446 F - E 0 0
approved 1/30/2013 by ALSC
Loading
>
Maximum Web Forces Per Ply (Ibs)
g
� �
Webs Tens.Comp.
Hi ack supports 6-11-8
setback jacks with no webs.
atraar �►
Wind
�$+�
Wind loads based on MWFRS.
r e*
and reactions
s
., STATE OF
4tantcd ctplcs ortfdsdtKianent asm not t"nsfi a�signedands lid
and tl n4&lwEiuti uRtkrSicrracderd tbu:acrif dtoavfclesirnKg
`Copies:
"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, hhandl'ng, shipping, installing and bracing. Refer to and follow the latest editlpn of ¢CSI Building
Component S fe . In{ormation, byv TPI and SBCA; for sa ety practices prior to performing these functions. Installers shall provide to pora �t
bracin per B SI Unless noted olherwise,top chord shall have properly aftache(i siructural sheathing and bottom chord shall have a propPuy
attach�tl rigid ceiling. Locations shown for permanent lateral restraint of webs annal have bracing installed per BCSI sections B3, B7 or 810, laerttxi,r
as applicable. Apply gates to ach face of truss and position as shown above and on the Joint Details, unless noted otherwise. (iefer to 1>'?
drawings 160A-Z for s�andard pate positions.
AlpinQ, a division of ITW Buildin Compon nts Group InGG. shall not be responsible for any deviation from this drawing,an failure to build the
truss in conformannce with ANSI/�PI 1, oror handling' sfti ping, installation and bracmq of trusses.A sal on this drewtyng or cover pa e
listing this drawing Indicates ac���arice of ro-fessional engineerin responsibility solely 1$or the design shown. The suitability
and use of this clawing for any structure is tie responsibility of the �ullding Designer per ANSIfiP11 Sec.2.
Job Number: 136DCS107
Ply:1
SEQN: 744926 / T23 / VAL
4EJI3 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW
Qty: 1
FROM: GM
DRW:
Truss Label: V1
Wgt 29.4 Ibs
/ ... 03/30/17
4 2" 8'4" -'
r 4,2" 4,2"
12 B=4X4
T 6�
N A 3X4(D1)=3X4(D11)
lLi
D 1112X4
r 8 4" J
1 _ 4'2" 47 _1
r 47 8,4"
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI1CSI 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
A" 73 / 37 / 34 /- / 8 / 100.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.016 D 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.019 D 999 180
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.007 D - -
A Min Brg Width Req = -
Des Ld: 37.00
EXP' C
Mean Height: 19.77 ft
HORZ(TL): 0.008 D - -
Bearing A is a rigid surface.
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor 1.5
Soffit: 2.00
BCDL: 6.0 psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.166
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007
Max BC CSI: 0.140
Chords Tens.Comp. Chords Tens. Comp.
A - B 221 -212 B - C 221 -212
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used:,Yes
Max Web CSI: 0.122
Loc. from endwali: not in 4.50 it
FT/RT:20(0)110(0)
Mfg Specked Camber:
GCpt: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 15.01.01.0402.19
Chords Tens.Comp. Chords Tens. Comp.
Lumber A - D 269 -163 D - C 269 -163
Value Set:13B (Effective 6/112013)
Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 Webs Tens.Comp.
Webs 2x4 SP #3
Lumber value set "l3B" uses design values B - D 411 -336
approved 1/30/2013 by ALSC
Windy�11�11�p
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
" '0712-
s"
9m4 lot'
fat' wry. yAti r.,a6i
. 'OF.
gg�$
40 015A j& FF 5B 8iBO BB 7F 48'00.462E SS PS
4hii:iid(n,tia3 barn alrtti•�larir•�gnd and :salsEby I.Yaisiscl;Martinez,
P (£t.,;.ifC: dS7182} cn tha c+ate itw"A bans zsiiig aSHA:7 '
.
:'zuttzentintfazi ea:le:
Pr�tnN ccglpx of tY&z docvneni asondt conz(dczad :r$ncib and ta�tvd
...d tt.&ik-2 t:thrs,tl:atiriti rndgm�t6ti veri(:cd on any "lertrcrzix,
' e6p(ax'
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme cafe in fabricating, hand('nq sh'p.ng, in stalling and bracing. Refer to and follow the latest edition of BCSI Building
Componen Safety Information, by TPI an c7 SI f9Or sa ety practices poor to performing these functions. Installers shall provide to porary rrneti
bracinger BCSI Lint ss noted olherMse,to chord shall have pmper attached sttructur�1 sheathin and bottom chord shall have a pro any
attachr�riggld calf . el ocations shown for permanent lateral restraint �f webs shall have racing installed per BCSI sections B3, B7 or 910, om nears ur
(Refer
as appticab�e. Apply Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to �' _
160A-Z for
drawings standard plate positions.
Alpine, a division of ITW Build.rl Components Gaup Int�•shali not be responsible for any deviation from This drawing,aniy failure to build the
truss m roof f I wtth AfVS1/gfPl 1, or ar han Iina s 1ppin ,Installation and bracing of trusses.A sea on this draw ng or cover pa e
listing this tlrawin indicates ac��ptance of ro-fessionat englneerin responsibility solely for the design shown. The suitability
and use of this �ra.Ing for any structure is iPfie responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2.
For more frdormaflon see this ob's enerel notes a and these web sites: ALPINE: www.al Ineilw.com• TPI: www. insto • SBCA: www.sbGndus tom; ICC: vnvw.Izxsafa.o
Job Number. 136DCS107 Ply.1 SEQN: 744928 / T21 / VAL
4EJB 2807-Elle'D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW Qty: 1 FROM: GM DRW:
Truss Label: V2 Wgt:16.8 Ibs / .. 03/30/17
1'11 "8 3'11"
1'11 "8 1111118
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.32 it
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: not in 9.00 It
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 byALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
12
6
B=3X4
A 3X4(D1) =3X4(DC
3'11" _i
Snow Criteria (Pg,PF In PSF)
Pg: NA Ct: NA CAT. N1
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mlsc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
3'11"
3'11"
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): -0.006 999 240
VERT(TL): 0.007 999 180
HORZ(LL):0.002 - -
HORZ(TL):-0.003 -
Creep Factor 1.5
Max TC CSI: 0.062
Max BC CSI: 0,069
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver:15.01.01.0402.19
NO ID47f62
s
-8TATE OF
:*
4q 015A38.FF'58 81 B0 8B>7F48 04 99,2€ I
Printadccplzs of thds don Wfarc not c""sidorod dred_md S"!Iad
andeha ,n�8"antuo&rtmio mtut ha yedf�4 M 4nidciira�
zoalow
♦ Maximum Reactions (Ibs), or *=PLF
Loc R /U /Rw /Rh /RL /W
A' 70 /29 /31 /- /6 /47.0
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 202 -162 B - C 202 -162
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 158 -160
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
cusses regtuire extreme ca�e in fabricating, handl'ng shi�ping, installing and bracing. Refer to and fgllow t�te latest edition of SCSI Building
mponen Safety Informs on, byv TPI anc7 SBCAj foF sa ety practices poor to performing these functions nstalle shall pro de to porarY
bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottomord �hall�iave a properly mrey,
attach�d ri_q id cei(in Locations shown for permanent lateral restraint of webs shall have bracing installed pQr BCS sections 83, 87 or 810,
as applicable. Apply plates to each face, of truss and posftion as shown above and on the Join Details, unless noted otherwise. 12efer to omjrr�ttrx az
drawings 160A-Z for standard plate positrons.
Alping, a division of ITVy Bulp%d1qQComponQnts Grrooup InGG. shall not be repponsible for any deviation from this drawing,aw failure to build the
truss rn conformance wrtli AN51lTPI 1, or for hanUlingg ippinl, installation and bracing of trusses A seal on this drawing or cover pa
listing this dra a , Indicates acre lance of pro ss one englneerin responsibility solely for the design shown. The su'Zility
and use of this Srawing for any structure is the responsibility of the �ullding Designer per ANSIfTPI 1 Sec.2.
Job Number. 136DCS107 Ply:1 SEQN: 622764 / T47 / SPEC
4EJB 2807-Ella "D" OL OW/DR Horton /4EJB 2807-Ella "D" OL OW Qty: 5 FROM: AH DRW:
Truss Label: 4C1 Wgt: 25.2 Ibs .. / ... 03/30/17
T
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 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 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 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
:Rt Bearing Leg 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.
ral
5'8tt8
518118
43
T
7"4
i
n
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
PF. NA Ce: NA
VERT(LL): -0.023 E 999 240
B 293 1126 / 217 / - / 101
18.0
Lu: NA Cs: NA
VERT(TL): 0.030 E 999 180
D 215 1114 / 138 /- /-
/ 1.7
Snow Duration: NA
HORZ(LL): -0.009 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.012 E - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor 1.5
D Min Brg Width Req = 1.7
Bldg Code: FBC 2014 RES
Max TC CSI: 0.374
Bearings B & D are a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.209
Bearing B requires a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.321
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE I
VIEWVer.16.01.01B.061420
A-B 19 0 B-C
50 -130
Ptfniq�Ccopl"s oftf�s dccrsnant aro ncf wniidcxnd vP3nei� and'tmat�d
and eFrriSitn�-87ut}iatttltati�iicosiainictkA Vifrifed in any'�1ct2rmr;Y,
'uibias`2
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l
as shown above and on
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - E 89 -176
Maximum Web Forces Per Ply (Ibs) I
Webs Tens.Comp. Webs Tens. Comp.
D-E 102 -36 C-D 1338 -641
INSTALLERS
ow Te latest edition of BCSI Building
ns nstalle s II rovide to porary
end bottort� c�iogUall have a pro arty
led per BCS sections B3, B7 or 10,
s, unless noted otherwise. k fer to
ris drawing,an failure to build the
on thi d wiYr or cover pa
ie 0MIgnsown. The suilgility,
Da
', ,� rr
11
tJh�t1%,tits At
any
Job Number. 136DCS107 PIy:1 SEQN: 622766 / T30 / GAB
L
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW City: 1 FROM: DJH [DRW:
Truss Label: 4C2 Wgt: 28.0 Ibs �j / ... 03/30/17
r 3' 4,4" + 5'10"4 1"'12
3' 1'4" 1'6"4
L
12 �{
4 D
C ,n
m
iv T
=2X4(A1)B I N
�A 1F
H G
Loading Criteria (psf
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCp!: 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 "l3B" 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 A16015ENC101014 & GBLLETIN1014 for
gable wind bracing requirements.
i 6'
14 1' 16"4
5'10"4 1 2
Snow Criteria (Pg,Pf In PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF
Po: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): -0.002 H 999 240 B" 85 140 / 61 1- / 17
Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = -
HORZ(TL):-0.003 E Bearing B is a rigid surface.
Code / Misc Criteria Creep Factor 1.5
172.0
Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply pbs)
TPI Sid: 2007 Max BC CSI: 0.057 Chords Tens.Comp. Chords Tens. Comp.
Rep Factors Used: Yes Max Web CSI: 0.072 A - B 19 0 C - D 6 -114
FT/RT:20(0)/l0(0) Mfg Specified Camber. B - C 14 -178 D - E 12 -40
Plate Type(s):
WAVE i VIEW Ver 16.01.01B.0614.20 I Maximum Bot Chord Forces Per PI fibs'
STAYE'OF -a
d+rtntgdu�lex of tt�dar�wnsnt av na) canild�ard signed xndsag,�i8
aAdetm�rlt*B'sut3irultaztl0rt mt3ani�i Lovcr((isd'cs. anyc7exttin�,
itSafoi:-
"IMPORTANT" FURNISH THIS DRAWING TO ALL
a division of
y
Chords Tens.Comp. Chords Tens. Comp.
B - H 276 -25 G - F 289 -27
H - G 285 -26
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-H 223 -115 E-F 112 -41
D - G 242 -79
THIS DRAWING!
,RS INCLUDING THE INSTALLERS
icing. Refer to and follow the latest edition of BCSI (Building
rforming these functions. Instater�nshall provide terhporarY
I s aural sheathm and bottom c orcl shall have a prop 7y
tali have bracing ms Iled per BCSI sections B3, B7 or 0,
tnd on the Join Details, unless noted otherwise. kefer to otrpr�rlerirs�"xie
any
Job Number. 136DCS107 Ply.1 1 SEQN: 622751 / T24 / MONO
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL' OW Qty: 4 FROM: DJH DRW:
Truss Label: 4C1A Wgt: 22.4 Ibs .. / ... 03/30/17
I
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.00It
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
418"
r�
Snow Criteria (Pg,Pf In PSF)
DefI1CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.099 C 201 240
B 224 186 / 165 /- / 101
/ 8.0
Lu: NA Cs: NA
VERT(TL): -0.119 C 167 180
E 297 / 141 / 185 / 0 / 0
/ 8.0
Snow Duration: NA
HORZ(LL): -0.034 C - -
Wind reactions based on MWFRS
HORZ(TL):-0.041 C - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 1.5
E Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.252
Bearings B & E are a rigid surface.
TPI Std: 2007
Max BC CSI: OA64
Bearings B & E require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.188
FT/RT:20(0)/l0(0)
Mfg Specified Camber.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):...,
WAVE
VIEW Ver.16.01.01B.061420
A-B 19 0 B-C
39 -87
No 0471
Prfirend teples of this drg�znani um not coniidcrad et�cd and.ccalnd �.
anQ itsB�a� aznrHan�ticif ingdinisi iin�ubN(�d � anyalesgrsin�,
icaiew;.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 12 -8
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D-C 197 -125
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
TTrus cerequire extreme cafe in fabricatin , ha di'n ,shi pm , inetalling and bracing. , Refer to and fallow the latest edits n of SCSI rBuilding
Component S fety In{ormatwn, b TPI an� SBGnA; fbr satPety {�racUces poor to performing these functions. Installer� sh I�provide terhpora �rN�y
bracin er B�S�.• Unless noted oihetwise,top chord shall have propelf attached structural sheathing and botto chor�ehali have a prone�r y
attachuSrig id ceiling Locations shown for permanent lateral restraint of webs shall have bracng installed per SCSI secLons 63, B7 or 810,
as applicable. Apply ales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to < ..om/a?Jetrts; uc
drawings 160A-Z for sndard plate positions.
Alpine, a division of ITVy Buildin Components Gropp Inc.,shall not be re onsible for any deviation from this d wing,any failure to build the
Huss I nformance wdh A SII(PI 1por or ha dpl rm shi pm , instailaL�n and bracing of Vusses.A eat on th� dr wing or cover page • ,
and^use�of this^urawing fOr aoy structure the reSpP nsibil of the �uitding Des1g^erole'yoS�RPd1e Seu.shown. The suitabiilty
C... --- Id- _ inn.1c i. 1...e..... ., AI PINE• wuw nlninaHw min• TPL• wunw Mirwf nm• RACAwunastu9ndusW.mmICCxnvw.krsafe.om
Job Number. 136DCS107 Ply: 1 SEQN: 717829 / T32 / COMN
4EJB 2807-Elle 'D"OL OW /DR Horton 14EJB 2807-Ella "D' OL OW Qty: 1 FROM: GM DRW:
Truss Label: 4L1 Wgt: 39.2 lbs .. / ... 03/30/17
fi
512"
512n
12
C=4X6
III ZA't
i " 10,
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpI: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to grind
10'4"
57
I IN
512"
11 512"
T
1, --.
I
5t2n
10W
Snow Criteria (Pg,Pf In PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.024 F 999 240
B 445 1211 /279 /- / 81
14.0
Lu: NA Cs: NA
VERT(TL): 0.029 F 999 180
D 445 / 211 / 279 / - / -
/ 4.0
Snow Duration: NA
HORZ(LL): -0.007 F - -
Wind reactions based on MWFRS
HORZ(TL): 0.009 F - -
B Min Brg Width Req = 1.5
Code / Mist; Criteria
Creep Factor 1.5
D Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.335
Bearings B & D are a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.225
Rep Factors Used: Yes
Max Web CSI: 0.081
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 19 0 C - D
821 -658
WAVE i
VIEW Ver.16.01.01.0402.20
B - C 820 -658 D - E
19 0
serer.
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
B - F 592 -629 F - D 592 -629'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 212 -46
g fi,t6dccpi"cirPttii]iaelxnentmanot c"tziidaaii tiledantl t *W'
ariQ'CFsi's' �i.Miatitlolir!tioo�m itilxst isq.4odfrtd Cn An`yr]cttra[uC,
'c+iPlaii•
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r ulre extreme cafe In fabricatin , andl'n , shi pin , in tailing and bracing.. Refer to nd follow the latest eddition of PCSI ((Building
Coniponeni S fety nformation, b TPI an� BCA� for sa>pe (rec>fces pn r to performing these functions. Installs sh II r Ids terhpora un.
bracin er B�S! , l�nl s ngtad o henmsa,top chord shall h ve proper) attached s�ctu I sheathin nd bottom r or�sf�alf �ave a progaMy
attach�c�ngid celfmqp. Locations shown for permanent lateral restraint �f webs shall haveracinginstai�ed per BCS sections B3, B7 or 10,
as applicable. qppiy gat s to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to
drawings 160A-Z for s�andeard plate positions.
Alpine, a division of ITVy Btt'I i'q�LComponents Gr4ytp In .shell not be res onsible for any deviation from phis drawing,an failure to build the
truss in nfor nannce with A�SUTPI 1, or for harroiinq sttiapmq, installation and bracing of Uusses.A salon this drawiYng or cover page
listing thcts drawine,indicates acce lance of rofessiona7 engineenn responsibility solely f$or the design shown. The suitability
and use of this drawing for any s�riicture is the responsibility of the �uilding Designer per ANSIfTP11 Sec.2.
Fn mom Info .M. saw this Inh's hen 1 notes nane and theses w h .item At PINF- wwui.aininekw mm• TPL• wwrcWnaf nm- 'RCA- wunash qMd tev.mm• ICG wens 1---fe nm
Job Number: 136DCS107 Ply:1 SEQN: 717830 / T31 / SPEC I
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW Qty: 1 FROM: GM DRW:
03/30/17
Truss Label: 4L2 Wgt: 39.2 Ibs / ...
17
fi
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
DesNCBd::
D
Mean Height: 15.00 ft
.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
5'
5'
10'4"
5'4"
"
10,
10'4"
Snow Criteria (Pg,Pf In PSF)
Deft/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): -0.023 F 999 240
Lu: NA Cs: NA
VERT(TL): 0.029 F 999 180
Snow Duration: NA
HORZ(LL): -0.008 F - -
HORZ(TL): 0.009 F - -
Code 1 Misc Criteria
Creep Factor. 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.336
TPI Sid: 2007
Max BC CSI: 0.225
Rep Factors Used: Yes
Max Web CSI: 0.081
FT/RT:20(0)/l0(0)
Mfg Specified Camber.
Plate Type(s): .
WAVE
VIEW Ver.15.01.01.0402.20
itadtoplasbf&,ud0cmentFronot mv jdua9. nadanff.caakirt
Fnd Sta�•.e"3hw3'ioASici7ti:'9ftwi affiio ht�i 5a;gewP;cd in zn}t cl2tttinc,
eao!ai:
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 445 1207 /278 I- /80 /4.0
D 445 / 207 / 278 / - / - / 4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = 1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 19 0 C- D 794 -658
B-C 793 -658 D-E 19 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 592 -603 F - D 592 -603
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 212 -48
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses requ�1re eTme tare in fab 'satin , handlt'n , shi pin , ingtailing and bracing. Refer to and follow the latest e(lition of CSI Building
Co onenf Safe In onnation, b "�PI an� SBCA) for sa{'ety �racUces prior to performing these functions Installe sn II rov de to pora
bracin per BCSI Un ess noted o henvise,top chord shall have progerlY attashed s�ructu I sheathing and bottom o �s pall h ve a props y
a
tta
c
h
ri9 id cei(inpp Locations shown Tor permanent lateral restraint cf wetrs shall have bracin ms[alied per BCse ti ns B, B7 or f310, �t
as. pplicable. Ap Ty lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (refer to �°n?tt:f"
drawings 160A-Z fgr s�andard plate positions.
Alpine. a division of ITW Buildino Components Group Inc. shall not be responsible for anv deviation from this drawinn.anv failure to build the
PI 1; or for h
acceptance
my structure
i.gnor The suita�iility
Job Number: 136DCS107 Ply:1 SEQN: 717842 / T20 / HIPS
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D' OL OW Qty: 1 FROM: GM [DRW:
Truss Label: 41_3 Wgt: 49.0 Ibs / ... 03/30/17
I _ 3' 7'4" 194" i
3' } 414" { 3'
4 p =4X4
C =AYA D
I
33 15
=2X4(A
A
31"12
3'1 "12
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: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac=1.25 / Plate
Dur.Fac =1.25)
TC- From 55 pif at -1.00 to
55 pif at
0.00
TC- From 55 plf at 0.00 to
55 plf at
3.00
TC- From 61 pif at 3.00 to
61 pif at
7.33
TC- From 55 pif at 7.33 to
55 plf at
10.33
TC- From 55 plf at 10.33 to
55 pif at
11.33
BC- From 4 pif at -1.00 to
4 pif at
0.00
BC- From 20 pif at 0.00 to
20 plf at
3.00
BC- From 24 pif at 3.00 to
24 pif at
7.33
BC- From 20 plf at 7.33 to
20 pif at
10.33
BC- From 4 pif at 10.33 to
4 plf at
11.33
BC- 99 lb Conc. Load at 3.00, 7.33
Loading
#1 hip supports 34)-0 jacks with no webs.
Left side jacks have 3-0-0 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-M overhang. Right side jacks
have 3-0-0 setback with 0-2-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
llrAIM
3'10"12
TOT
JA4
3'3"8
10'4"
E= 2X4(A1)
��.F
Snow Criteria (Pg,Pf In PSF)
Def11CSl Criteria
♦ Maximum Reactions (ibs)
Pg: NA Ct: NA CAT. NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
PF. NA Ce: NA
VERT(LL): 0.026 G 999 240
B .568 /278 /- /- /-
Lu: NA Cs: NA
VERT(TL): 0.058 G 999 180
E 568 / 278 / - /- / -
Snow Duration: NA
HORZ(LL): 0.008 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.018 G
B Min Brg Width Req = 1.5
Code i Misc Criteria
Creep Factor 1.5
E Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.241
Bearings B & E are a rigid surface.
TPI Sid: 2007
Max BC CSI: 0.260
rl
/W
14.0
14.0
Rep Factors Used: No Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply pbs)
FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s): A - B 19 -14 D - E 510 -1120
WAVE VIEW Ver.15.01.01.0402.20 B-C 509-112B E-F 19 -14
C - D 46B -1088
Prasfsdco�lc isftknsdrat�.n•"nE.um wot cnnitd�r�i�signad and.caatzd
and 4m'S5iR+8:a`g:dicn�adC+iimlo.+tiixstkgvcdt#iti i+rsangcletcorsie,
eapiei<`
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1052 -470 G - E 1046 -471
H - G 1073 -469
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 151 0 G-D 156 0
C-G 15 0
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
luiire a�(reme cafe in fab�satin , hhanddl'n , shi ping, in$talling and bracing. , Refer to and fgllow the latest edits n of SCSI Building
Safety ln(ormation, b TPI an� SBCA; for salPety practices prior to performing these functions Installers sh roYide to pore
BCS1 , nl�ss ogled o herwise,top chord shall have proper) attached sructur sheathmgth nd bott�rr� chor��f�ali Lrave a proper�y
ceijm . ovations shown for�ermanent lateral resVaint �f webs shal have racinfq ms I�ed per SI sections t�3, B7 or 810, s '� ::
ly plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to am/rgtrcnrsic
RnAJ Appfor s anrlar�i nlaYa nnsihnns _
a division of
failure to build the
nrspp
aor egility
Job Number. 136DCS107 Ply:1 I SEQN: 725460 / T6 / VAL - I
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty: 1 FROM: AH DRW:
Truss Label: 4MV1 Wgt: 18.2 Ibs I / ... 03/30/17
12 Q
5'3"
5'3"
4*4
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT. NA
Pf: NA Ce: NA
DefI1CS1 Criteria
PP Deflection in loc Udefi U#
VERT(LL): NA
♦ Maximum Reactions (Ibs), or.=PLF
LOG R / U / Rw / Rh / RL / W
D" 72 / 15 / 47 /- 17 / 63.0
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): -0.010 C - -
D Min Brg Width Req = -
Des
EXP: C
HORZ L : 0.012 C - -
�)
BearingD is a rigid surface.
Code / Mlsc Criteria
.00
NCBCLL: 10.00
Mean Height: 15.00 It
Creep Factar.l.5
Soffit: 2.00
4.2 psf
BCDL: 5.psf
Bldg Code: FBC 2014 RES
Max TC CSI: 0.224
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration:1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.208
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.133
A - B 18 -54
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber.
GCpi: 0.18
Plate Type(s): , .
Maximum Bot Chord Forces Per Ply (Ibs)
1
Wind Duration:1.60
WAVE
1 VIEW Ver.15.01.01.0402.20
Chords Tens Comp
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 "l3B" 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.
Pti+Bagaics ref th32 dix'nani`arm nni runsl>.-red vgnad snduuk�d .
aitQ etta S-tA�B u�diantkaticrsritlm.in�atbn 4pd(���Ca atVJ,¢lcrtrci�c,
A-C 106 -5
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C 179 -117
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire ext�eme q(e in fab�icatin�,tanl'n , shi�pin , installing and bracing. Refer to and fqllow the latest e�itipn of BCSI Building ;
Corgponen Safety n onnatlon, b PI an BC for sa ety �ractices pn r to performing these functions. Installers s II r vide to pore nrriy
brace per BCSI Un ess noted o herwise,top chord shall have properiY a� ached s�aural sheathin and bottom rho S pal have a grope y
attachoU ri id cetf(ng Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI suo s 63, B7 or e f 0,
as agplicab�e. Apply ptates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to ,oJ77f9?3JCiftS�.€ii
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Bt�ildin Components Group Inc.,shpli not be responsible for any deviation from this drawing,an failure to build the
((r��ss in con f rma ce with ANSI1gfPl 1, or for handlin shl pin , in IlaUon and bracln of truss s A seal on this drawiYng or cover page
listing this �raw�n�, Indicates acceptance of pro ass en neenng respgons�bdgity so a y for the design
shown. The suitability
and use of this rawin for an structure is a responsibi of the uiidin Designer per
Fnr mnre infnrmatim man thin inh'm aeneml notes nacre and these web sites: ALPINE: W W W.alDineftw.com: TPI: www.tolnstom: SBCA: www.sbdndustrv.com: ICC: wwwkwafe.om
Job Number. 136DCS107 Ply:1 SEQN: 725462 / T4 / VAL
4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: GM DRW:
Truss Label: 4MV2 Wgt: 14.0 Ibs / ... 03/30/17
12
4
1112X4 B
A=3X4(D1
n r. 1112X4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
D
Des Ld: 37.00
Des d::
Mean Height: 15.00 ft
.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCp!: 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.
i 2' 11 "4 m
fg 2'11"4 al
2' 11 "4
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT. NA
PP Deflection in loc Udefi U#
P .. NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.001 C - -
HORZ(TL):-0.002 C - -
Code / Miso Criteria
Creep Factor 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.052
TPI Sid: 2007
Max BC CSI: 0.060
Rep Factors Used: Yes
Max Web CSI: 0.036
F7/RT:20(0)/l0(0)
Mfg Specified Camber.
Plate Type(s):
WAVE
VIEW Ver. 15.01.01.0402.20
Pr#,itwdcc{�Ias trf Nasti�aneni ae oat cmcu3�xmi c�3nad and'rmakgd
?stQ�tta'as�ee:dcriffi�GM miitl+s�iriiai Ln'uaiif4d'm any'cica;remL,
YOPIOU,
♦ Maximum Reactions (Ibs), or "=PLF
Loc R / U / Rw / Rh / RL / W
D" 75 112 / 44 /- / 6 / 35.2
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 13 -23
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 59 -3
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B-C, 83 -60
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire e
!d reme qfe in fa ricatin , an I'n , shi pin , Ingtalling and bracing. Refer to and fgllow the latest editign of ¢CSI Building
tB�fygty in(onnaUon, by PI an� C ; for sa�ety �racUces poor to performing these functions. Installs shall pro Ids to porar�
Unless ogled o herwlse,top chord shall have properi attached s�ructur�r sheathln��nd bottoord shalliave a pro�er y
�cei(inqq. Locations shown for permanent lateral restraint �f weGs shall have racing ins ed per BAGS sections 3, B7 or 10,
r e. Apply ptates to each face of truss and position es shown above and on the Joint Details, unless noted otherwise. {2efer to
60A-Z for standard plate positions.
a division of
any
re to build the
W."'sui apa
Tire bility
nosy
omrxrnetrrsaar
Job Number: 136DCS107 PIy:1 SEQN: 622755 / T34 / JACK
4EJB 2807-Eile "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW City: 4 FROM: AH DRW:
Truss Label: 413,11 Wgt:11.2 Ibs .. / ... 03/30/17
12
4 F7---
C
2X4(A1) B
T r
� A ti e—
D
Sri
Loading Criteria (psQ
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
DefI/CSl Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
TCDL: 7.00
Speed: 160 mph
Pt. 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): 0.000 D -
Code 1 Misc Criteria
NCBCLL: 10.00
Mean Height 15.00 it
TCDL: 4.2 par
Creep Factor 1.5
Soffit: 2.00
BCDL: 5.0 psi
Bldg Code: FBC 2014 RES
Max TC CSI: 0.179
Load Duration:1.25
MWFRS Parallel Dist D to h/2
TPI SW: 2007
Max BC CSI: 0.019
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0Y10(0)
Mfg Specified Camber,
GCpi: 0.18
Plate Type(s):,.. ;
VIEW V., 16.01.01 B.0614.20
Wind Duration:1.60
WAVE
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
•-�svgssxez.
§5tid3'sds�las erf tf� dixlsneni �vmPt cuna[i€ezmd s�gn¢d x,tl:resabd-
aced tt�S::to:B;ae.•tiicntks8r¢asaio.rtiust ba u¢d(�:d m anryvrletiro�i;
`¢6iite%'
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 140 1109 / 143 /- l 31 , 14.0
D 11 /11 /19 /- /- /1.5
C 0 /27 /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) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 17 0 B-C 23 -10
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 reccl1u re a eme care in fab�sating, har�dI p shippin , installing and bracing. , Refer to and follow tjre latest Viti4n of ¢CSI �Bu!iding
Coniponen[ � fety jonnation, b TPI an SBc A; for safety Or poor to performing these functions. Installe s it provide to pora n
bracmg per BGSI., Unless noted oherwcse,top chord shall have proper) att thed s�ctu I sheathm nd bott orc�ghall have a pro rryly
attached n 1d ceiimq. Locations shown for permanent lateral restraint �f we�s shall have racmg in a led per��GSI sections 63, B7 or 910,
as applicab�a. Apply gat s to ash fac® of truss and position as shown above and on the Joint Details, unless noted otherwise, (tefer to Am)fnlltrrts;3ii
drawings 160A-Z for stan�ard pgate positions.
Alpine, a division of I' Buildi Components Gropp Inc.,shall not be responsible for any deviation from this drawin ,a failure to build the
a�ss In ofQnnancs with ANS PI 1, or for handimq' sheppm , m IlaUon and bracln of trusses.A eal on this dgraw�ng or cover page
listing this drawing indicates aece lance of rofessional englneerin responsibility solelyor the design shown. The su'ctabllity
and use of this oia.Ing for any s�ructure is the responsibility of the �uiiding Designer per ANSIRPI I Sec.2.
Cn..,. n.n inM.meffnn inn ehle nMne neon e 1 fhoee—h e11ne• Al PIMP uww 1n1n Hw min• TPI• — Minef n Riif:A• u,ww _chrincl, wl,v rnm• If:f:• wurvu Gr_enM nrn
Job Number. 136DCS107 ply
SEQN: 717837 / T35 / EJAC
4Fa16 2807-Ella "D" OL OW /DR Horton /4Fu18 2807-Ella "D" OL OW Qty: 4 FROM: GM DRW:
Truss Label: 4EJ3 Wgt:12.6 lbs / ... 03/30/17
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
D
Des d::
Mean Height: 15.00 ft
.00
NCBTCDL:
4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/112013)
Top chord 2x4 SIP #1
Bot chord 2x4 SP #1
Lumber value set "1313" uses design values
approved 1/3012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
12 4 C
Fi '
3'
31
Snow Criteria (Pg,Pf In PSF)
DefI1CSl Criteria
Pg: NA Ct: NA CAT. NA
PP Deflection in loc Udefl L/#
PE 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: 0.177
TPI SW: 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.15.01.01.0402.20
H-
to
M
11
T
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 192 / 87 / 152 / - / 57 14.0
D 49 /6 /38 /- /- /1.5
C 61 /42 124 /- /- 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 19 0 B-C 19 -62
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
PE(iit�itd��.Jfd71&;IendBr@$3Wzh6WripbCVa
=irlCn[KitrSil4C'j .
Pi$ntadecples mf th3s domm�eni arP mot cmmsidrai6 ngns� snd.san{gd
.'aridtt'sva.S.yealr�ffiaUr'ai.cnaisi.rYiisss�gaaNfaad;c�', nny etrx;rairi9r,
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
T7russes require ex�eme care in faycatin , ha di shi pin , Installing and bracing. Refer to and follow fhe latest editi n of BCSI (Building
Component Safety Information, b TPI Plan SBG�A; o� sa ety �ractces pnor to performing these functions Installer sh iI pr vide teihpora aricjr
brawn per BCS(., Unless noted o�herwise,top chord shall have properly attached s�aural sheathing end bottom cShor�shal� hav a proper�y
attachRU ngid oetlingg. Locations shown for permanent lateral restraint cf webs shall have bracin mstalled per SCSI sections 83, �7 or 610,
as applicable. qp 7y lates to ach face of truss and position as shown above and on the JointgDetails, unless noted otherwise. 12efer to i'1N�"ttiJclrrS a e.
drawings 160A-Z fgr s�andard pate positions.
Alpine, a divisioninco',
f ITVyr Bi�itddi'q Components Grolrp In .,shall not be red onsible for any deviation from this d win ,an failure to build the
truss in con rtn,listin this �indicates acre tance of rot`ess�ona� en Ineenn responsibility solely or the des gn shown. Tie suitabdrty
and useof thiaiming for any s{�ructure is the responsibilfty of the �uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS107 I Ply:1 SEQN: 717840 / T36 / HIP_ , I
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty: 2 FROM: GM DRW:
Truss Label: 4CJ3 Wgt:15.4 Ibs I / ... 03/30/17
2.83 � C
TC
2M(A1)B co ~
ti
3 A �I
D
j — 1'5"
Loading Criteria (psi
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration:1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration:1.60
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
The following trusses need concentrated loads at the
end of their overhangs: 0-M span/setback member
on the 0-1-8 cant side requires 17 Ibs and the 0-0-0
span/setback member on the 0-1-8 cant side requires
17 Ibs.
Sub -fascia beam assumptions: 1-0-0 sub -fascia beam
on the 0-1-8 cantilever side. 1-0-0 sub -fascia beam on
the 0-1-8 cantilever side.
Hipjack supports 2-11-8 setback jacks with 0-1-8
cantilever one face: 0-1-8 cantilever opposite face.
Wind
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
T"I
4'2"3
4'2" 3
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Code / Misc Criteria
Creep Factor 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.135
TPI Sid: 2007
Max BC CSI: 0.026
Rep Factors Used: No
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber.
Plate Type(s): ,.
VIEW Ver:15.01.01.0402.20
WAVE
ttiintedempl¢x aftF�drxEzn¢"2 azg nat wrrxi�r¢d Fgn¢dand saa4?d
:sndilri53:ai.i3iari�aL¢xr [alsinust &n u¢rit�d xu, any,¢Iettrmn�,
;tat�lasd�
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 127 178 /- 1- I- 15.7
D 20 /- /10 /- /- /1.5
C 51 139 1- 1- I- 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 14 -9 B-C 12 -10
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
ulre a eme cafe in fab�cetin , handl'n , shi ping, Ingtailing and bracing. Refer to and follow tPe latest Viti n of ¢CSI Building
Safety nfformation, b TPI an� SBCA; for sa>Pety practices pnor to pertorming these functions. nstallerSn s I� rowde to porar7�
BCSInless noted o!{herwise,top chord shall have proper) attached sctural sheathing and bottom c or�gfiali have a props y
aid Ceiling. Locations shown for permanent lateral restraint �f webs steal have bbracmg ins ed per SCSI sections 63, B7 or 10,
ile. Apply p)ales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i2efer to
60A-Z for standard plate positions.
vision of ITW Buildin Components Gropp Inc.,shall not be responsible for any deviation from this drawing,an failure to build the
if$nna�ce wrANSI1�Pl 1, or for handlmgshi�pmg, installation and bracing of trusses A�ssal on this drawiYng or cover page
draw ng, ind cates acceptance of pro ss ona7 engineering responsibility solely tar the design shown. The suntillity
any
Y rritiy
.,Oril 11.tJlr�:. tit
a
Job Number. 136DCS107 Ply:1 SEQN: 681717 / T39 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL OW City: 1 FROM: DJH DRW:
Truss Label: FG1 Wgt: 46.2 Ibs / ... 03/30/17
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 Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist; NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
F3 1 I-' I I� 113" �I
III?AX6 =W(6 111? (6=S(6 111jX6
iamm
ir�r_rira���rai
_ .-a
=3X6•
Snow Criteria ft,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT. NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.019 C 999 360
H 1674 / - / - 1- / -
/ 6.0
Lu: NA Cs: NA
VERT(TL): 0.030 C 999 240
F 754 / _ / _ /_ / _
/_
Snow Duration: NA
HORZ(LL): 0.003 F - -
H Min Brg Width Req = 1.3
HORZ(TL): 0.004 F - -
F Min Brg Width Req = -
Code / Misc Criteria
Creep Factor 1.5
Bearing H is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: OA81
TPI Sid: 2007
Max BC CSI: 0.234
Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.242
Chords Tens.Comp. Chords
Tens. Comp.
FT/RT:12(0)/10(0)
Mfg Specified Camber.
A _ B 21 -1 C - D
0 -833
Plate Type(s):
B- C 0- 833 D- E
0 -17
WAVE
VIEW Ver.16.01.01B.0614.19
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
Special Loads
—(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00)
TC- From 50 pif at 0.13 to 50 pif at 4.17
BC- From 5 plf at 0.00 to 5 pif at 4.17
TC-1102 lb Cone. Load at 0.31, 2.31
Hangers / Ties
(J) Hanger Support Required, by others
i
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
r°r�ligdc¢pf¢s of tt3zdocl�¢ucsfavonnt casWd�4d s�tn¢d snd�cmaknd
and et ,_1,-n: ,ai' c"flMW9++,am3a.+irst aLaorifcl?as anq rlcnreis3c,
Z9rli¢Z,•
Maximum Bot Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
H- G 668 0 G- F 772 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-H 7 -1031 G-D 136 0
H-B 0 -934 D-F 0 -1023
B-G 364 0 F-E 82 0
C-G 4 -454 E-F 0 -128
`"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
tosses require exUeme qre in fab�satin , di'n shi pin , installing and bracing. Refer to and follow the latest editi n of BCSI Building ;1, i
n)ponent Safetysn�onnation, b TPI an� G�A� foF sa{ety �ractices poor to performing these functions. installers shal� provide terhporarfr
bracmp pqr BCSI, n ess noted o herwise,top chord shall have proper) attached structural sheathing and bottom chord shall �iave a pro�e y
attached n Id ceding. Locations shown for permanent lateral restraint �f webs shall have brscin ins lied per BCSI sections 3, 67 or 0, attr ru3rarr irr
as applicable. Apply plates to each face, o truss and position as shown above and on the Joinf Details, unless noted otherwise. liefer to f ?...
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW B it i Components Gropp inc.,shpll not be responsible for any deviation from this d wing,a failure to build the
truss in inf$rmage with �f�S�T� PI 1, or for hardlin% shipping, ins%ati and bracmA of trusses A seal on th�s draw or cover page
listing this raw ng indicates aces pro essronaI eng nee ngg responsibility solely for the design shown. The suitability
and use of this crowing for any structure Is the responsibility of the euliding Designer per ANSI1TPI 1 Sec.2.
=nr morn (ninrmelinn eon )tile Inh'e nnnnrol nnfnc neon enA fl,ean u,ol. sties• 61 DIN=• '. elnlee n.,m• TOI• „ — In(ne1 nr,.. M1A- ,,. ., cMw ....,. --- 1— .....1-1—
r l
Job Number: 136DCS107 Ply.1 SEQN: 681706 / T41 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elle "D° OIL OW Oty: 1 FROM: JAH DRW:
Truss Label: FT1 Wgt: 89.6 Ibs .. / ... 03/30/17
1'6"4-+-1'4" --
(TYP)
W=3X4
A B C D E F G H I J K L M N
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
D
Des d:: .00 Mean Height: NA ft
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration:1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " CSC Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set:138 (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l36" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Webs are square out except dbi diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
M
167"8
16'T'8
Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF
Pg: NA Ct. NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W
PF. NA Ce: NA VERT(LL): 0.000 N 999 360 O. 108 1- / - I- 1- 1199
Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req = -
Snow Duration: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface.
HORZ(TL): 0,002 B - -
Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs)
Bldg Code: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp.
TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H -1 0 -1
Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 0 -1
FT/RT:20(0)/10(0) Mfg Specified Camber. C - D 0 -1 J - K 0 -1
Plate Type(s):, a D- E 0 -1 K- L 0 -1
WAVE VIEW Ver.16.01.01B.0614.19 E-F 0 -1 L-M 0 -1
F-G 0 -1 M-N 0 -1
G-H 0 -1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AB -AA 1 0 U- T 1 0
AA-Z 1 0 T-S 1 0
ill Z-Y 1 0 S- R 1 0
�►� Y-X 1 0 R-Q 1 0
X-W 1 0 Q-P 1 0
+ty�devex»s® W- V 1 0 P- O 1 0
- Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
AC -AD 0 -5 O-N 0 -10
w. '. A -AB 0 -63 N-O 0 -65
'+
', 4 o' Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
` ys�
B-AA 0 -155 I-T 0 -133
AN
C-Z 0 -12B J-S 0 -133
D-Y 0 -134 K-R 0 -134
28
4605:SA38FF5B81f3f).B67F48F-W 0 -133 M-P 0 -15500992E85Fii E-X 0 -133 L-Q 0 -155
!}itkitCmlres barn ekaranieagsdnndagd Smat9$ Oy'7)JaouslMartenes,�
Printnds�les bf tip declsnrtnt sm notcmniidcrad sd'gned mid cmalgd
and [ha €naS ie.Micrrb<.itiv'fi.¢ 3e�rn�ctbm.4`crificd in anycicurdrsY,
'ttiG(ai;..
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire a ems cafe in fa patio , a I' shi pin , ingtalling and bracing. , Refer to Ind follow the latest a iti n of (SCSI /(Building
Corgponengt Safety�ormaUon, b PI an� BG� ;nfoF sa>pe (�recUces pncr to performing these unctions Installs siQ provide terhporer�
brawn er BCS n ess noted o herwiae to chord shall h%ve roperiY a ched structurdl sheathing and bott9ro c o shall hive a roper rrrtey
attach��rigid ceiling. Locations shown toF permanent lateral rests"int bf we shall have bracing installed per BGS�sections 63, B7 or, B10,
as app[I e. Apply plates to each face o truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to ngr aJl�itrs i,c
drawings 160A-Z for standard plate positions.
Alpinq, a division of ITVy B 'I i Compon nts Gr yip In .,shell not be responsible for any deviation from this dr win ,an failure to build the
truss in nfornapce with S� PI 1, or �or h telin� sf tigngq, installation and bracinp of Vusses A seal on th4s g9a hg or cover page
listing the raw n indicates acceptance pro ass one engineerin responslbil!ty solely for the design shown. The suitability
and use of this �i awing for any structure Is the responsibility of the �ullding Designer per ANSIrrPI 1 Sec.2.
For more inform0on see this IoWs general notes page and these web sites: ALPINE: www.al ineltw.00m• TPI: www. into • SBCA: www.sbcindus .00m' ICC: www.I=afe.o
Job Number. 136DCS107 Ply:1 SEQN: 681709 / T48 / SY42
4EJB 2807-Elle "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 12 FROM: JAH DRW:
Truss Label: FT2 Wgt: 103.6 Ibs / ... 03/30/17
T5"8 } 9'5"8 } 1678
7,5"8 2' 77
3 5 i {� L!1 4 L
I ,{ 2713 �i 2"1N �2"1 � i 1 �2— m 1� 2711 + - �L _! °
T -35 =2X4
=2X4
1
=3X4
=4X6 =4X4 =3X4 W=3X4 =4X4 =4X6
A B C D E F G H I J K L M
�—AN
=3X4
16'7"8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Iddefl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.194 F 995 360 V 900 / - / - / - /- / 7.5
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.314 F 617 240 N 915 / - I - 1- / - / 4.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.034 B - - V Min Brg Width Req = 1.6
Des Ld: 55.00 EXP: NA HORZ(TL): 0.056 B - - N Min Brg Width Req = 1.3
NCBCLL: 10.00 Mean Height NA it Code / Misc Criteria Creep Factor 1.5 Bearings V & N are a rigid surface.
Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.567 Bearing V requires a seat plate.
BCDL: NA psf TPI Std: 2007 Max BC CSI: 0.688 Load Spacing:
2.Duration:1.00 MWFRS Parallel Dist NA Maximum Top Chord Forces Per P Ibs
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.462 Ply ( )
Loc. from endwall: NA FT/RT:12(0U10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA Plate Type(s): A - B 1 0 G - H 0 -2908
Wind Duration: NA WAVE, HS VIEW Ver 16.01.018:0614.19 B - C 0 -1427 H - I 0 -2908
Lumber C- D 0 -2441 I- J 0- 2367
Value Set:13B (Effective 6/1/2013) D - E 0 -2441 J - K 0 -1437
E- F 0 -2909 K- L 0 -1437
Top chord 4x2 SP #1 F- G 0 -2917 L- M 3 0
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "136" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp.
PlatingNotes, V- U 811 0 R- Q 2917 0
U- T 2021 0 Q- P 2711 0
14
All plates are 2X4 except as noted. #: T - S 2743 0 P - O 2008 0
"�eeoe
S- R 2743 0 O- N 761 0
Additional Notes
+ 2x6 continuous strongback. See detail Maximum Web Forces Per Ply (Ibs)
STRBRIBR1014 for bracing and bridging 1 # Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as W - X 0 -2 G - Q 0 -296
otherwise shown. A - V 0 -39 Q -1 550 -36
MAI Truss must be installed as shown with top chord up. ' V - B 0 -1172 I - P 0 -508
`T OF ,' B- U 890 0 P- J 531 0
U-C 0 -857 J-O 0 -820
C - T 591 0 K - O 0 -87
��. D-T 0 -89 O-L 970 0
4-1128 E- R 506 --63 N- M 0 -15
R-F 0 -272 M-N 0 -57
?'r#ntkdr.�las tef ttds dan:enurii �m nat rortile,�vcQ agreed and smalgd
aadttmssr+t� iutliaYttdptleiY itiuiratitnarkri varifiad rr� airy+r!¢ctrcr�,
xsinlas:
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russesrequire extreme care in fab� '1satinct, hhandl'n , shl pin , in falling and brae ng. , Refer to and follow the latest additlqn of SCSI (Building
mponenf Safetysniormation, by TPI and SBCAS for sa>Pe��yyrecces prior to perf*ormmg these functions. Installs sh II rowde tethporary Q
bracin rter BCS nl�ss n fed oiherwise,to chord shall hfive roperlY aftashed s�ctural sheathing and bottom o �s pall have a propenY
attach�d ri9 id ceifing. L.ca6ons shown for permanent lateral restraint cf webs shall have bracing installed per BC �se h ns 83, B7 or 810, 'A� gtrFs;eiz
as appligble. qpply plates to each face of truss and position as shown above and on the JoinF Details, unless noted othervvise, 12efer to lt� .
drawings 160A-Z for standard plate positions.
1,111
ping, a division of ITVJI Buil f'�pcLComilure to build the
ssgcpnf$nna�tC. wtth At�SUTPI 1, or for han�l�ngf shi�pin�, Ins IlaUon and b an� of sses sal on thi gdtawing or verp ggty
n thin ,indicates acceptance of pro ess ona en ineerin res ores bill sots) t�or the des n shown. Tie su to ill use of this �rewing for any structure is flte responsibility of the building Designer per ANSIITPI 1 Sec.2.
For more Information see this IoWs eneral notes page and these web sites: ALPINE: www.alpineftw,00m;_TPI: www.tpinst.org; SBCA: www.sbdndustry.00m; IM www.lccsafe.oM
Job Number. 136DCS107
4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW
Truss Label: FT3
7'5"8
7'5"8
g � "� �711 {
2'3"13 —4 2 22� �1 11
Ply:1 SEQN: 681712 / T49 / SY42
Qty: 7 FROM: JAH DRW:
Wgt:103.6lbs / ... 03/30/17
915"8 167"8
f 2' 7,2"
12 + 2711 � � 1"
=3X4
=4X6 =4X4 =3X4 W=3X4 =4X4 =4X6
A B C D E F G H I J K L M
as -2X4W
=2X4X
3�8
V U T S R Q P O N
=4X =4X6 =3X6 W=11-10308 =3X4 =3X4 =6X6 =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 it
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration:1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 4x2 SP #1
Bot chord 42 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
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.
16'7"8
Snow, Criteria (Pg,Pf in PSF)
Detl1CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.194 F 995 360
V 900 / 1- ! -
17.5
Lu: NA Cs: NA
VERT(TL): 0.314 F 617 240
N 915 /- / - /- / -
/ -
Snow Duration: NA
HORZ(LL): 0.034 B - -
V Min Brg Width Req = 1.5
HORZ(TL): 0.056 B - -
N Min Brg Width Req = -
Code / Misc Criteria
Creep Factor 1.5
Bearing V is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.567
Bearing V requires a seat plate.
TPI Std: 2007
Max BC CSI: 0.688
Rep Factors Used: Yes
Max Web CSI: 0.462
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0)
Mfg Specified Camber.
Chords Tens.Comp, Chords
Tens. Comp.
Plate Type(s):..
A- B 1 0 G- H
0 -2908
WAVE,HS
VIEW Ver.16.01.01B.0614.19
B-C 0-1427 H-1
0 -2908
C-D 0 -2441 I-J
0 -2367
D-E 0-2441 J-K
0 -1437
E- F 0 -2909 K- L
0 -1437
F-G 0 -2917 L-M
3 0
Maximum Bot Chord Forces Per Ply (ibs)
Chords Tens.Comp. Chords
Tens. Comp.
#
V-U 811 0 R-Q
2917 0
�A
rffi
U- T 2021 0 Q- P
2711 0
2
S- R 2743 0 O- N
761 0
Maximum Web Forces Per Ply (Ibs)
-• :
Webs Tens.Comp. Webs
Tens. Comp.
W-X 0 -2 G-Q
0 -296
A 0 -39 Q-1
550 -36
V- B 0 -1172 I- P
0 -508
B-U 890 0 P-J
531 0
U - C 0 - 857 J - O
0 -820
.
590 K
-80
*
D - T -80
970
�g
T-E 0 -424 L-N
0 -1128
„
E-R 5W -63 N-M
0 -15
R-F 0 -272 M-N
0 -57
R tadcc�(ile:nftt'�GLL"niQni'asamo}runififar¢darmeds"d"100'
aet9.elinss�naiatrie�ncswticas a�fa �riiutLgknri(s3drsi anp e]ciirer�,
zapf
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqwire extreme cafe in fabricatin , h�ay %dl!' , sh! pin , in talling and bracing. , Refer to and follow the latest edit! n of CSI Building
Corgponenf revire ty Inf{ormation, b TPI an9 S9�A) for satpgi �recti�ces poor to performing these functions. installers sh I� pro de to pore
bracin er B�S�j. Unless noted otherwise, op chord shall have proc l attachefl s�ructur�l shea�thiny nd bott�Z c� orc�ghall�ave a progj y
attach6d rigid ceiling. ocations shown for permanent lateral restra nt �f we seal have racin ins led per S sections B3, B7 or 0, nr rt�rtrs ilk
as applicable. Apply latees to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to" ,
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Bt� !Idin Components Gropp In .shpil not be responsible for any deviation from this drawing,an failure to build the
tto�ss in cpnt4rmance th ANSI/ PI 1, or for handling' snippin ,installation and bracing of Wsses.A seal on this dg7awiYr or cgver gag
listing this rlrawln indicates acceptance of rofesstonal englneerin responsibility solely for the design shown. The suitaollity
and use of this �rawing for any structure Is the responsibility of the �uiiding Designer per ANSIITPI 1 Sec.2.
For more Information see this IoWs general notes pane and these web sites: ALPINE: www.al ineU.com• TPI: www.t inst.o - SBCA: www.sbdndus .00m• ICC: www.lcmfe.org
t
IJob Number. 136DCS107 Ply: 1 SEQN: 681715 / T50 / SY42
4EJB 2807-Elie "D' OL OW /DR Horton /4EJB 2807-Ella "D' OL OW Qty: 1 FROM: JAH DRW:
Truss Label: FT4 Wgt: 89.6 Ibs / ... 03/30/17
�- 1'6"4-+-1'4" - {
(TYP)
W=3X4
A B C D E F G H I J K L M N
Loading Criteria (psr) 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 611/2013)
Top chord 4x2 SP #1
Bot chord 42 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer,
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
a division of
No
W=3X4
167"8
16T8
Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF
Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
PF. NA Ce: NA VERT(LL): 0.000 N 999 360 O' 108 1- 1- I- /- 1199
Lu: NA Cs: NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req = -
Snow Duration: NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface.
HORZ(TL): 0.002 B -
Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (ibs)
Bldg Code: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp.
TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 H -1 0 1
Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 1-1 0 -1
FT/RT:20(0)/10(0) Mfg Specified Camber. C - D 0 -1 J - K 0 -1
Plate Type(s): D- E 0 -1 K- L 0 -1
WAVE VIEW Ver.16.01.01B.0614.19 E-F 0 -1 L-M 0 -1
F -G 0 -1 M-N 0 -1
G-H 0 -1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
AB -AA 1 0 U- T 1 0
AA-Z 1 0 T-S 1 0
Z- Y 1 0 S- R 1 0
Y- X 1 0 R- Q 1 0
<.. X- W 1 0 Q- P 1 0
V - U 1 0
to
Maximum Web Forces Per Ply (Ibs)
# w Webs Tens.Comp. Webs Tens. Comp.
AC -AD 0 -5 O-N 0 -10
*� A -AB 0 -63 N-O 0 -65
;� < " Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-AA 55
0 -1J S 0 -133
y D-Y 0 -134 K-R 0 -134
E-X 0 -133 L-Q 0 -128
4Q015A3&FF5B8180t3B7F48t}(1992E,i#5,f8. F-W 0 -133 M-P 0 -155
ihu,lErm6asba�n alaaronlrarsSivdzadxdafadtry �aanpnitASrtbtui� G-(J 0-133
PrLiFtt�Bcc�iiss o1'tt� dac�zn"nt arm mat canitierad s�nedxmd sma6id
.sad KY�"5,te7Y87atiiczStkaLcit om3s"xrliast 6gocdfizd xrs �np,glritrumk,
;essp(au'
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
as
lave Dracingg mstalleo per ]JI
on the Join Details. unless
failure to build the
nor Tie suita9tllty
CPit
Dttt�s?i/CilrSr"tii
Job Number. 136DCS107 Ply:1 SEQN: 622713 / T46 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D' OL OW Qty: 4 FROM: DJH DRW:
Truss Label: FT5 Wgt: 131.6 Ibs / ... 03/30/17
1112X4
=2X4
A
AA
T 3'a
=2X4AB
7B 3'a
B
8'1"4
8'1"4
r1'2"12�
1112X4 1112X4
C D E F
=5X8
W=3X4
10'1"4 + 19111"8
2' 9'10"4
=4X4 W=3X4
1112X4 =3X4 1112X4
G H I J K L
fif14illIt4
1112X4
M N
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pt. NA Ce: NA VERT(LL): 0.369 G 632 360 Z 1084 / - I - I - /- 17.5
SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.577 G 404 240 O 1098 /- /- /- /- /-
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.050 B - - Z Min Brg Width Req = 1.5
) Des Ld: 55.00
EXP: NA HORZ(TL : 0.079 B - - O Min Brg Width Req = -
-
Mean Height: NA ft Code / Misc Criteria Creep Factor.1.5 Bearing Z is a rigid surface.
NCBCLL: . 00 00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 Bearing Z requires a seat plate.
Soffit: 0BCDL: NA psf
Load Duration:1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.734
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.553 Maximum Top Chord Forces Per Ply Qbs)
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
1: NA GCp!: NA Plate Type(s):_ A - B 1 0 H -1 0 -4070
Wind Duration: NA WAVE VIEW Ver. 16.01.omm14.20 B - C 0 -1887 I - J 0 -3304
Lumber C- D 0 -3345 J- K 0 -3304
D- E 0 -3345 K- L 0 -3304
Value Set:13B (Effective 6/112013) E - F 0 -4443 L - M 0 -1894
Top chord 4x2 SP #1 F- G 0 -4457 M- N 3 0
Bot chord 4x2 SP #1 •G - H 0 -4456
Webs 4x2 SP #3
Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
1l$t
Plating Notes �IN
� Z- Y 1057 0 T- S 4411 0
All plates are 4X6 except as noted. y Y - W 2712 0 S - R 0 0
A:
yx° �s4X- W 0 0 S- Q 3812 0
SlyHangers / Ties " $ °a r W - V 3927 0 Q - P 270D 0
(J) Hanger Support Required, by others + 'A V - U 3935 0 P - O 1059 0
• ' ( t,. .« U-T 4457 0
Camber
Max JT VERT DEFL: LL: 0.37" DL: 026". See detail Maximum Web Forces Per Ply (Ibs)
DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp.
Additional Notes ` 4 t T:E OF AA -AB 0 -3 T- H 520 -259
+ 2x6 continuous strongback. See detail �*��; •.� A - Z 0 -41 H - S 0 -543
relot, bracing and bridg!ng " � �� IQ* Z - B 0 -1471 S -1 391 0
B-Y 1155 0 1-0 0 -691
Webs are square cut except dbl diagonals or ash Y - C 0 -1147 K - Q 0 -70
otherwise shown. y C- W 860 0 Q- L 821 0
Truss must be installed as shown with top chord up. u RIAi. D - W 0 -10L - P -1120
46,015A38FE"588l60BB7F48;00992ES5FB W-E 0 -802 P-M 1161 0
ttisiEnmhac0acnckw.wirX"aagass�sdayMan+ml,artUas� E-U 877 0 M-O 0 -1477
se(sira7isi)t,admVrstawcalmym,ffitgasNA<i U-F 0 -309 O-N 0 -15
a„d3drxartm�£ G- T 136 -274 N- O 0 -44
Printbd uples of,Ydz doa�nant`zrm not co,rsid>sad sued and soal�d
;anArtas5'NN:E uafiaritkaUcseeadn.4iraf!lquarifssl rn srt% dleurmi�,
eflpiazc'
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require a me care in fab�catin , hha dd1'n , shippin , in@talling and bracing. , Refer to and follow the latest e(iiti n of BCSI �Build!ng ;
rev
Safety n{onnatlon, b TPI an � SBG�A; for safety {�rachces prior to performing these functions Installe s rovlde to pora n;
brads er BCS� less noted dtherwise,top chord shall have proper)y attached s�etural sheathingp and bottorrr�l c or�sf�all ha8ve a proppee`riy
attacho�ri 1d ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing instatied per BCS�sections B3, B7 or 810, �r -,Jrtrzrrrs
as appl!cat5 e. Apply pates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to :17°., ; , ,
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildd'qcLComponents Group Inc.,shpll not be responsible for any deviation from this drawinp,anv failure to build the
1niss in c4nf$rma�lce with ANSLUTPI 1, or for ha�ndlinVhIFpinlq, installatiop and b p cin� of trusses Y eal on this dPawing or cover p gg!1!ty
Isting this raw n indicates acceptance ro ss one engineenn res ons bility sole) tsor the design shown. The su
and use of this ��awing for any structure Is I e responsibil!ty of the �uilding Designer per ANSIITPI 1 Sec.2.
For more information see thislob's general notes page and these web sites: ALPINE: wwwA ineitw.com• TPI: www.t into • SBCA: www.sbcindus .com• ICC: wwwkwafe.o
Job Number. 136DCS107 Ply:1 1 SEQN: 681723 / T33 / SY42 ' I
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Ella "D" OL OW Qty: 4 FROM: DJH DRW:
Truss Label: FT6 Wgt: 144.2 Ibs / .. 03/30/17
1112X4
=2X4
A B
=2X4AD
se 1 s a
8'1"4
8'1"4
F 1'3"1! {
[1'3"1� �2„1�
1112X4 =6X6 1112X6
C D E F G
10'1 "4 20'3"8 I
2' 10'2"4
17112 I
�3"1_Lf_1 �
W=3X4
1112X6=5X6 =3X4 1112X4 =5X6 1112X4
H I J K L M N O P
AB =5X8 =vnv mwno =vnv
W=3X4
20'3"8
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 10.00 Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.362 H 655 360
AB 1102 /- I -
1- /-
17.5
BCLL: 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.566 H 419 240
Q 1116 /- I -
/ - ! -
/ 4.0
BCDL: 5.00 Category: NA
Snow Duration: NA HORZ(LL): 0.051 Q - -
AB Min Brg Width Req
= 1.5
Des Ld: 55.00 EXP: NA
HORZ(TL): 0.080 Q - -
Q Min Brg Width Req
= 1.3
Mean Height NA ft
NCBCLL: 10.00 g
Code / M!sc Criteria Creep Factor 1.5
Bearings AB & Q are a rigid surface.
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
BldgCode: FBC 2014 RES Max TC CSI: 0.512
Bearing AB requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist NA
TPI Std: 2007 Max BC CSI: 0.731
Maximum Top Chord Forces
Per
Ply (Ibs)
Spacing: 24.0 " C&C Dist a: NA it
Rep Factors Used: Yes Max Web CSI: 0.566
Chords Tens.Comp.
Chords
Tens. Comp.
Loc. from endwall: NA
FT1RT:12(0)r10(0) Mfg Specified Camber:
I: NA GCpi: NA
Plate Type(s):
A- B 1 0
1-1
0 0
Wind Duration: NA
WAVE VIEW Ver.16.01.01B.0614.19
B - C 0 -1927
I - K
0 -4188
Lumber
C-D 0-3413
K-L
0 -4188
D - F 0 -3413
L - M
0 -3380
Value Set 13B (Effective 6/1/2013)
E-F 0 0
M-N
0 -3380
Top chord 4x2 SP #1
F - G 0 -4832
N - O
0 -1932
Bot chord 4x2 SP #1
G- H 0 -4851
O- P
3 0
Webs 4x2 SP #3
H -1 0 -4839
Lumber value set "13B" uses design values
approved 113012013 by ALSC
Maximum Bot Chord Forces Per Ply (Ibs)
Plating Notes
ss)��
"
Chords Tens.Comp.
Chords
Tens. Comp.
Al plates are 4X6 except as noted.'-
��,�.
AB -AA 1077 0
V - U
4542 0
Camber
;,��►� as�
AA-Y 2766 0
Z- Y 0 0
U-T
U- S
0 0
3907 0
Max JT VERT DEFL: LL: 0.36" DL: 025". See detail
+ .
►'
Y - X 4032 0
X-W 4033 0
S - R
R-Q
2756 0
1078 0
DEFLCAMB1014for camber recommendations.
t3
Additional Notes'MI.
+ 2x6 continuous strongback. See detail
`►
Maximum Web Forces
Per Ply (Ibs)
STRBRIBR1014 for bracing and bridging
«.- +
TA OF � ,
Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as
a, .
'•„r �'"
AC -AD 0 -3
'A -AB 0 -41
V -1
I - U
756 0
0 -500
otherwise shown.
,
-1
�0
Truss must be installed as shown with top chord up.
g
ffi p
-AA 1182
AA- C 0 -1167
L - S
M- S
-716
0 -72
yl
SAL#
C-Y 879 0
S-N
849 0
4flXlSA38FF5681=B4B67P48�OU992E85FB�
D-Y 0 -101
N-R
0 -1147
si is+Cea a ast axn's`fecaranityrrj ed agd sak i tyumwal kiziti�,a
Y-F 0 -843
F - W 1165 0
R-O
O - Q
1188 0
0 -1503
�'S(51.,.Ektt47187)'67tfia:�atcrshawiiakxi!F?i4'�iigaSHA:! .
0„u;artSiatim,mdc
W-G 0 -538
Q-P
0 -15
H-V 0 -448
P-Q
0 -44
"detpiela,4 1%dac!s w ace netw fdaad dvg nand w2W.
'arid tftitdR:8as.1}ianibtitigagrritlarti,atdra 4`arif>ai{ic any+eiattrars'a:;
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require e e e cafe in fab�satin , hhanddl'n , shippin , ingtalling and bracing. , Refer to and followe latest e�itygn of BCSi (Building
Cortiponent Safety�n ormation, b TPI an SBCA� for safety Oractices pnor to performing these functions nstaile s p vide tempora
brecin er BCSI , Un noted o herwise,top chord shall have propel att shed s�ctu I sheathin nd bottom c o shal have a roe
sown �f BCSsection63, 67 or �10y
i
iriiep;
attachn id calmtocations for permanent lateral restraint we shall have�racmg Ins�a�led per
as applicable. Ap �y lates to each face, of truss and position as shown above and on the Joins Details, unless noted otherwise.
(Refer to
�r�r1r ar
... ,
drawings 160A-Z fgr s�andard plate positions.
any
ral nt
Job Number. 136DCS107 Ply:1 SEQN: 622715 / T27 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 2 FROM: DJH DRW:
Truss Label: FT7 Wgt: 44.8 Ibs / ... 03/30/17
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 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 ft
Loc. from endwall: NA
I: NA GCpf: NA
Wind Duration: NA
Lumber
Value Set:13B (Effective 6/112013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/3012013 by ALSC
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.
i' 1715
7_"{ F — 1715 --{
=jX8 =W14 =3� 8
T
T
=3EE
X10
=3X10
i— 3'8"14
Snow Criteria (Pg,Pf in PSF)
Def11CSl Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct- NA CAT, NA
PP Deflection in [or. Udefi U#
Loc R / U / Rw / Rh / RL / W
Pf.. NA Ce: NA
VERT(LL): 0.002 B 999 360
E 201 / - I - I- I - I -
Lu: NA Cs: NA
VERT(TL): 0.004 B 999 240
D 198 / - ! - /- / - / 4.0
Snow Duration: NA
HORZ(LL): 0.000 D - -
E Min Brg Width Req = -
HORZ(TL): 0.001 D - -
D Min Brg Width Req = 1.3
Code I Misc Criteria
Creep Factor. 1.5
Bearing D is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC CSI: 0.066
TPI Std: 2007
Max BC CSI: 0.146
Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes
Max Web CSI: 0.030
Chords Tens.Comp. Chords Tens. Comp.
FT/RT:12(0)/10(0)
Mfg Specified Camber.
A - B 0 -19 B - C 0 -14
Plate Type(s):
WAVE
VIEW Ver.16.01.01B.061420
J1 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E - D 112 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
E-A 0 -65 B-D 0 -125
.,Ott Iij , E-A 0 -22 D-C 0 -24
1! x�� E-B 0 -116 C-D 0 -63
hAj
A-E 0 -34 C-D 0 -21
A
ar
Pr6�ie3cc�{es oftiftdpc=_tamnofcxc 16rad dpedmdssulid
anA it s3tn+a kutiigeitipti¢tr caiiarti�t5u,4Crit':z�im any¢Iettr nk'
esinloK
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require a eme care in fabricating, ha dl'n , shi�fping, ingtalling and bra�ng. , Refer to and follow the latest e{iitipn of ¢CSI Building ;
Component Saf tynfonnation, b TPI and SBG�A� for sa sty practices prior to pe ormmg these functions Installs sn II ro ids to porar
braciP0 BCS�I Unless ogled oiherwisfe top chord shall have proper)Y attache structural sheathin an� bottom c ior�sl�all�ave a pro�e y
attac ngid ceiling. Locations shown o� permanent lateral restraint bf webs s al have bracing ms Ile per BCS sections 83, B7 or 10,
as applica e. Apply )ales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to onrtn?errr i,z
drawings 160A-Z for s�andard plate positions. -
Alpine, a division of ITVy Buifd' Components G pp In .,shpil not be responsible for any deviation from this drawing,an failure to build the
atn�ss inc;�ntonna ce with AN PI 1, or for ha p�finq' s�i pin ,installation and brecinq of trusses Neal on thi drawiyng or cover page
listing this draw Indicates acceptance of proiessPona� engineering responsibility solely or the des gn shown. The suitability
and use of this r7rawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number. 136DCS107 I Ply:1 SEQN: 6227171 T40 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FT8 Wgt: 39.2 Ibs / ... 03/30/17
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
$CLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration:1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA It
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCp!: NA
Wind Duration: NA
Lumber
Value Set:13B (Effective 6/112013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Additional Notes
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
f--1714
1714 -�
=_�16 =3BX4 =3CX6
iiiipr iiii
i 3'5"12
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: NE
PE NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:12(0)110(0)
Plate Type(s):
WAVE
Def 1CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.002 B 999 360
VERT(TL): 0.003 B 999 240
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Creep Factor 1.5
Max TC CSI: 0.068
Max BC CSI: 0.131
Max Web CSI: 0.028
Mfg Specified Camber.
VIEW Ver.16.01.01B.0614.20
Px@rted ccp#es rAt}�c �'acRan�est uanot cnniidvallgnad and srasjud .
,and tt"yitA�yud�evirkaaign tu!3am�st ba hi`�Afcdcn �nycict4ror3c,
rnofez.•
♦ Maximum Reactions (Ibs)
Loc R /U !Rw /Rh /RL /W
E 191
D 191/-
E Min Brg Width Req = -
D Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 0 -10 B-C 0 -10
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 101
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A-E
0 -28
B-D
0 -116
E-A
0 -77
C-D
0 -77
E-B
0 -116
D-C
0 -28
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme cafe in'abricatin , handlshippppin , in$talling and bracing. , Refer to and follow the latest edittt n of BCSI (Building
f Safety Information, by TPI an� SBCA� for sa[e �ract#ces pnorato prfo�rr#mgaese fun Qoans Instaileshl_pr vide terhporV
BCS ,Unless noted o herw#se,top chord shall h ve propert att the s�ctu b sheathm tal nd bottom o ti nal� have a pro by
#d ce fin .Locations shown for permanent lateral restraint �f we s s all have racing ms led per BCS sec ons 63, 67 or 10,
1 Apply lat S.
to each face of truss and position as shown above and on the Joinf Detafis, unless noted otherwise. )tefer to
6e0A for sland�ard plate positions.
any
failure to build the
g or cover page
Pn. The suitability
iPftLy,
. ,nrjxrt�rt/rssie
Job Number. 136DCS107 Ply:1 SEQN: 6816971 T37 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Ella "D" OL•OW Qty: 3 FROM: DJH DRW:
Truss Label: FT9 Wgt:107.8 Ibs .. / ... 03/30/17
5'10"4
5'10"4
{ { — 2'6" } , 1'8"12 --
1112X4 =4X4 =4X4
A B C D
7-10"4 7' 1"12 15'11"8
2' it 7'11"12
212 2±1'3"1 1 2,6„ 1,3" "I
1112X4 =3X4 1112X4 =4X4 1112X4
E F G H I J
if i r. ti,1 if i �� i ii
hhh�
iiu T S R Q P _
m •rnv
1112X6
15"11"8
K=2X4 y'a
V=2X4
38
L
=4X4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def ICSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.201 E 924 360 U 878 1- I - I - l- 14.0
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.319 E 582 240 L 864 / - / - / - / - / 7.5
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.025 L - - U Min Brg Width Req = 1.3
Des Ld: 55.00 EXP: NA HORZ(TL): 0.039 L - - L Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: NA ft Code / M!sc Criteria Creep Factor.1.5 Bearings U & L are a rigid surface.
TCDL: NA psf. Bldg Code: FBC 2014 RES Max TC CSI: 0.561 Bearing L requires a seat plate.
Soffit: 0.00 BCDL: NA psf
Load Duration:1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.584
Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.402 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 -2399
Wind Duration: NA WAVE VIEW Ver. 16.01.01B.0614.19 B - C 0 -1435 G - H 0 -2399
Lumber C- D 0 -2414 H- I 0 -1439
D-E 0-2764 I-J 1 0
Value Set:13B (Effective 6/1/2013) E - F 0 -2758
Top chord 4x2 SP #1
Dot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs)
Webs 4x2 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l3B" uses design values
approved 1 /3012013 by ALSC U- T 833 0 P- O 2680 0
T- R 2016 0 O- N 0 0
Plating Notesj R- Q 2768 0 M- M 8334 0
All plates are 4X6 except as noted.
elow" o+
�4, Q - P 2764 0
Additional Notesaw� °' �� iru'A�.
+ 2x6 continuous strongback. See detail s ' Maximum Web Forces Per Ply (Ibs)
STRBRIBR1014 for bracing and bridging 1" N 04tl Webs Tens.Comp. Webs Tens. Comp..
recommendations. + • .
Webs are square cut except dbl diagonals or as A - U 0 -59 F - O 0 -382
otherwise shown. +:: * r U- B 0 -1163 G- O 0 -84
Truss must be installed as shown with top chord up. B - T 836 0 O - H 510 0
T-C 0 -808 H-M 0 -813
s d C-R 613 0 M-I 843 0
't► °AL
, R-D 0 -978 I-L 0 -1159
D-Q 650 0 J-L 0 -41
9 64 K-V 0 -3
P-F 37-1
Ab6decya12S of ft dmean"nt`,zro nctcon:fdcra'dsknodana:'�iMd
sndiFox3stotc�A"riticitlr'.si:calatnistiaa vcrit;cdm any dlyttmrs�.
�eoolai;�
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses r ulre ereme care in fab�satin , handl'n , shi pin , installing and bra ng. ,Refer to and follow the latest e(iitl n of BCSI (Building
Corgponen�t Safety Information, fv TPI ann SBCA; for sa ety {�ractices pnor to pe onnmg ese functions Installers snn s tide porary any,
bracn per BCSI UnlQss noted oherwise top chord shall have proper)Y attached s�ructurdsheathinp any} bottom c�or�gfrall have a grope y
attach�ci rigid ceding. Locations shown for permanent lateral restraint of webs shall have bracing mstalled per BCSI sections 83, B7 or 8 to ' s
as applica e. Apply lates to each face o truss and position as shown above and on the Join Details, unless noted otherwise, i2efer to OPITJI7i7c1JrSYir,
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITVJI B 'I i Components Gropp In .,shpil not be responsible for; any deviation from this d wing,an failure to build the
buss in confornapce vnth � Sil�Pl 1,orfor ha�ndplicg�e �P na7g' en tallation and bracing of trusses y eal on th� gdrawiyng or c ver p ge
afndnusei of thisn�iawdiing for aacceptance
y structure is the respons!bilf $iof the �uliding Designer per ANSIRPII Sec.2hown. Trie su lability
For more Information see this lob's general notes page and these web sites: ALPINE: www.al ineftw.com• TPI: www. into • SBCA: www.sbdndus .com• [CC: www.locsafe.opq
Job Number: 136DCS107 Ply:1 I SEQN: 622729 / T26 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton 14EJB 2807-Elie "D" OL OW Qty: 4 FROM: DJH DRW:
Truss Label: FT10 Wgt: 100.8 Ibs I ... / ... 03/30/17
5'6"4 7'6"4 157"8
5'6"4 2' 8'1"4
{-1'3"
1112X4 1114X4
A B C D
T
1
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 EXP: NA
D
Des d:: .00 Mean Height: NA It
TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration:1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 4X6 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
(J) Hanger Support Required, by others
Camber
Max JT VERT DEFL: LL: 0,24" DL: 0.19". 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.
1�� 1
712
1712 { 1 13^12 + 2,6^ --f T3^ -�
1112X4 =3X4 1112X4 =4X4 1112X4
E F G H i J
T8
88
4A1u =JA4 =;SXb =4X4
15'7"8
Snow Criteria (Pg,Pf In PSF)
Def 1CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
PE NA Ce: NA
VERT(LL): 0.239 E 759 360
R 860 / - I - /_ /_
I -
Lu: NA Cs: NA
VERT(TL): 0.408 E 444 240
L 846 / - / - /- /-
17.5
Snow Duration: NA
HORZ(LL): 0.028 L - -
R Min Brg Width Req = -
HORZ(TL): 0.043 L - -
L Min Brg Width Req = 1.5
Code I Misc Criteria
Creep Factor 1.5
Bearing L is a rigid surface.
Bldg Code: FBC 2014 RES
Max TC'CSI: 0.908
Bearing L requires a seat plate.
TPI Std: 2007
Max BC CSI: 0.905
Rep Factors Used: Yes
Max Web CSI: 0.389
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:12(0)/10(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s);
A- B 3 0 F- G
0 -2326
WAVE
VIEW Ver.16.01.01B.0614.20
B-C 0-1383 G-H
0 -2326
C-D 0 -2462 H-I
0 -1400
D-E 0 -2480 I-J
1 0
E - F 0 -2479
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
R-Q 812 0 O-N
2529 0
9�111
Q- P 1968 0 N- M
1970 0
P- O 2480 0 M- L
813 0
z%
Maximum Web Forces Per Ply Qbs)
Webs Tens.Comp. Webs
Tens. Comp.
s'
A-R 0 -58 F-N
0 -275
•
R-B 0-1133 G-N
0 -75
'.`
B- Q 794 0 N- H
485 0
Q-C 0 -814 H-M
0 -792
,.
..
C-P 812 0 M-1
816 0
STATE,
0 F�. ��'."
P-D 0 -399 I-L
0 -1132
E-O 70 -164 J-L
0 -41
°��e`�xv
O-F 292 -265 K-S
0 -3
Prbrnr3ccgtles of tt�.zdc�Fzrnant'um nvt cmuidY.rad �edand smafnd .
and ih*a;HiT+1StlfantSC9tigYi rcilb�rtiuxt$a apri(�dtai any¢lat4(urs3c;
'tOPia?'s
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s r uire a7er
sca a in fabj'Isatin , hhanddl' shi pnen�t Safenrtnatn,b�P1an�BCA�osPer BCSnssnoted o herwisetchord h�g!d ceif.Locations shown for permanent lateral restra"int cf webs shall have bracln mstaile� per SCSI se Uo s 63, B7 or B10y
icable. AR Ty alates to each face of truss and position as shown above and on the Jolnf Details, unless noted otherwise. (tefer to ol¢l`rll. 11t? iir
Is 160A-Z fgr standard plate positions.
a division of ITW Bt�!Id'n Components Grppp Inc. shall not be responsible for any deviation from this drawing,an failure to build the
thinf$rtna�rce witil ANStPI 1, or for hanoling�shipping, installation and bracln of trusses A seal on th! drawiyng or cover p ge
s raw n Indicates acceptance of pro ssionel engineerin respons�bllity solely for the des gn sown. The su�tabllity
;e of this �rawing for any structure is lle responsibility of the �uilding Designer per ANSIITPI 1 Sec.2.
Information see this lob's general notes page and these web sites: ALPINE: www.alr)lneftw.com; TPI: www.tpinstom; SBCA: www.sbdndusirv.00m: ICC: wwwkesafe.om
Job Number. 136DCS107 Ply:1 SEQN: 622742 / T28 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FG2 Wgt: 240.8 Ibs Page 1 of 2 / ... 03/30/17
8'1"4
10'1"4,
29'S"12
1.31'5°1�8 397°
_
r
8'1"4
2'
19'4°8
2' T1112
j g
°�i
a g
3°�1
A 1XI i
� 4
3
tl
3�.3•
�gI'
Mgr~
ty! �- Z4"8 "I�r�l
�yf 3 �g
t" ° '1
�?. 3;
=06
=2X4 _4X4 =3X4
W=3X4
=4X4 =4X6 =5X6
1112X6 V114M
=6X8 =8X10 —6X10 =4X6 =3X4
=3X4 =4X4
=2X4
=4X6
&yA B
C D E F
G H
I J K L
MN O PQ R ST
U V
W X Y Z
AA 'SAC
+
=2X4 AY
A
AV AU AT
AS AR AQ
AP
AO MAN AMAL AK AJ AI
AH
AG AF AE
AD
=4X4
=4X6 =3X6 =3X4
=4X4 =4X4
=_010 =4X10
=6X12 =6X10=5X6 =4X4
=3X4
=3X6 =3X6 =4X6 =4X4
W=3X4
W=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
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 0.00 BCDL: NA psf
Load Duration:1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set:13B (Effective 6/l/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3 :W24 4x2 SP #1:
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
—(Lumber Dur.Fac. 1.00/ Plate Dur.Fac.=1.00)
TC- From 100 pif at 0.00 to 100 pif at 39.33
BC- From 10 pif at -0.13 to 10 plf at 39.46
TC- 754 lb Cone. Load at 23.69
Plating Notes
All plates are 2X4 except as noted.
Camber
Max JT VERT DEFL: LL: 0.29" DL: 0.16". 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.
20'1'8 r 19'S'8
397°
Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W
PF. NA Ce: NA VERT(LL): 0.294 W 784 360 AW S39 / - / - / - / - 17.5
Lu: NA Cs: NA VERT(TL): 0.459 W 501 240 AN 3307 / - / - / - / - / 4.0
Snow Duration: NA HORZ(LL): 0.049 AD - - AD 937 / - / - / - / - / 7.5
HORZ(TL): 0.076 AD - - AW Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor 1.5 AN Min Brg Width Req = 1.3
Bldg Code: FBC 2014 RES Max TC CSI: 0.937 AD Min Brg Width Req = 1.5
TPI Sid: 2007 Max BC CSI: 0.851 Bearings AW, AN, & AD are a rigid surface.
Rep Factors Used: Yes Max Web CSI: 0.740 Bearings AW & AD require a seat plate.
FT/RT:12(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver.16.01.01B.0614.20
A-B 1 0 O-P 4482 0
B-C 0 -1384 P-Q 0 0
C- D 0 -2292 P- R 649 0
D-E 0 -2292 R-S 0 -1221
E- F 0 -2435 S- T 0 -2393
F- G 0 -2436 T- U 0 -2393
G-H 0 -2418 U-V 0 -3139
H-1 0 -1496 V-W 0 -3150
$ 1-1 0 -372 W-X 0 -3143
K- L 0 -372 Y- Z 0 -2698
We
L- N 1877 0 Z -AA 0 -1589
M- N 0 0 AA -AB 1 0
N - O 4482 0
N
N 7 w
Maximum Bot Chord forces Per Ply (Ibs)
. ` .
�+ re Chords Tens.Comp. Chords Tens. Comp.
zs.
AW-AV 805 0 AM -AL 889 -119
-. TE, AV -AU 1944 0 AL -AK 889 -119
a
s +# AU AT 2488 0 AK AJ 1923 0
AT-AS 2436 0 AJ-Al 1923 0
,����®- AR-AQ 2049 0 AH-AG 3150 0
y j AQ-AP 987 0 AG-AF 3009 0
AP -AO 0 -759 AF-AE 2246 0
4f3 415A 3S t F 5B 81 BD BB 7F 48 00 99 2E $S; FB AO -AN 0 -2994 AE-AD 90B 0
AN -AM 0 -2368
Maximum Web Forces Per Ply (Ibs)
rrs�cq{�:afdcntmm�tclQa.md�a, Webs Tens.Comp. Webs Tens. Comp.
anditaswsair3{rs;atigeraic.inat8o;4clfedsnangslettrmn#c, AX-AY 0 -2 AN-P 0 -2870
taping.;,
A -AW 0 -42 P -AM 2391 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tcusses require extreme care in fabncatin , ha dlin , shi ping, ingtailing and bracing. , Refer to and fgilow the latest e{liti n of ¢CSI Building
Component S fety information, by TPI gnu SBG�A) for safety practices prior to performing these functions Installe sn l rovide to pora nPy,
bracin er B SI , n ass noted o herwi top chord shall have proper)Y attached s�cturc�l sheathin nd bottp rc�horesfall h v a prog?r y ;
attach6d nqid cei(ing.Locations shown for ennanent lateral restraint bf webs shall have bracing mstgalled per BmGSi sections B , �7 or 810, �ni�off�rl •R�r
as applicable. Ap 7y lates to each face, of i russ and position as shown above and on the Jolnt Details, unless noted otherwise. (tefer to . .
drawings 160A-Z fgr s�andard plate positions.
Alpine, a division of ITW BI�I ip� Compontnts Grepp In�,shall not be responsible for any deviation from this drawin ,aniy failure to build the
truss to of rma ce th A�.8 PI 1, or or han Iin , i pin , installation and bracin o trusses.A eal on this d w ng or TO
p g
andnusee of tthi �n�raaiviing for aacceptance
y structure 8 > fie rreesp�onsibil!tygiof the �ulideing Designeroper ANSIRPI I Siec.2. own. Tsu ta�iility
cnr,.",.a inrnrmaflnn sea this tab's general notes Me and these web sites: ALPINE: www.al ineftmoom• TPI: www. insLo • SBCA: www.ebdndu .00m ICC: www.kcsafe.o
... / ... 03130/17
Job Number: 136DCS107 Ply:1 SEQN: 622742 / T28 / SY42
4EJB 2807-Ella "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FG2 Wgt: 240.8 Ibs Page 2 of 2
AW- B
B -AV
AV- C
C -AU
D -AU
AU- E
E -AT
AT- F
G -AS
AS- H
H -AQ
AQ- I
I -AP
K -AP
AP- L
L -AO
AO- N
N -AN
O -AN
`PsSc,6dcoplss o1'tYLK ai,smen are nflt coe�sl�crads%igs�edznffxux4+d-
yt�'dY�'�SFh.'fl'iL'iSt`¢nC6ABli� �CftllStfll;4pJIEL`G_ t85 �R f tlCi2(fl115C,
t4A1ax:'
0 -1121
805 0
0 - 780
473 0
0 -76
0 -266
47 -72
16 -16
0 -348
594 0
0 -769
736 0
0 -1102
0 -66
1243 0
0 -1555
1554 0
0 -2019
74 0
AM- R
0 -2257
R-AL
0
-50
R -AK
811
0
AK-S
0
-976
S -Al
655
0
Al- U
0
-639
U AH
398
0
AH- V
0
-223
W -AG
39
-133
AG-X
184
-6
X -AF
0
-423
Y-AF
0
-91
AF- Z
614
0
Z-AE
0
-914
AE-AA
948
0
AA -AD
0
-1264
AB -AD
0
-42
AC -AZ
0
-2
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire a eme care in fabricating, han%dn sh! pin , ingtalling and bracing. Refer to and follow the latest edition of BCSI Building
Componenqq Safety nformation, by TPI and SBCA; for sa ety �ractices prior to performing these functions. Installers shall provide to pora rruy
bracing per BCSI. nless noted citherwigestop chord shall have proper )y attached structural shpathing and bottom chord shall have a properly
attached rigid celiinq. Locations shown for ermanent lateral restraint bf webs shall have bracing installed per BCSI sections 63, B7 or 810, '<t dry r air
as applicable. Apply gates to each face of truss and position as shown above and on the Join[ Details, unless noted otherwise. kefer to
drawings 160A-Z for s�andard plate positions.
Alpino, a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,an failure to build the
Miss in conformance & ANSI�I PI 1, or for handling shiFpin,lq, lnst�llation and bracing of trusses.A seal on this drawiYng or cover page
listing this drawtn ind cates acceptance of profess ona eng neerin responsibility solely for the design shown. The
suitability
and use of this �rawing for any structure is the responsibility of the �uiiding Designer per ANSI/TPI 1 Sec.2.
Job Number. 136DCS107 ply
1 SEQN, 622745 / T43 / SY42
4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elle "D" OL OW Oty: 2 FROM: DJH DRW:
Truss Label: FT11 Wgt: 238.0 Ibs Page 1 of 2 / ... 03/30/17
ti
n12X4
=2X4
AU 8
1 � =2X4 AV
8'1"4
10'1"4� 20712
2l V2"8
�g V9
a'3"19
29'5"12
97
2-7"4 -� P"„
I'- f-3"M
397
2' " T11"12
p!�3 A !1
�3"�2 I PI f 3"-'g I P!�;
=3X4 W=3X4 =5X10 1112X4 W=3X4 1112X4 =2X4
1112X4 1112X4 1112X4 1112X4 =5X8 =5X6 1112X4 1112X4=3X4 =4X4 U12X4
C D E F G H 1 J KL M N O P 0 R S TU V W X Y Z,,,
AS AR AQ AP AO AN AM AL n AK AJ At AH AG AF AE AD AC ' ' AB
=3X6 =4X4 =4X4 =4X10 =5X8 =5X10 =4X10 =4X4 =3X6 =3X6 4X4
W=H0308 =5X8 W=3X4
Loading Criteria (psf) Wind Criteria
TOLL: 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
1: NA GCp!: NA
Wind Duration: NA
Lumber
Value Set:13B (Effective 6/l/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 4X6 except as noted.
Camber
Max JT VERT DEFL: LL: 0.28" DL: 026". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Webs are square out except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
20'1"8
39'7"
19'5"8
Snow Criteria (Pg,Pf In PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
PE NA Ce: NA VERT(LL): 0.284 F 844 360 AT 972 ! - / - /- / - / 7.5
Lu: NA Cs: NA VERT(TL): 0.504 F 476 240 AK 2585 /- / - /- / - / 4.0
Snow Duration: NA HORZ(LL): 0.048 B - - AB 929 /- / - / - ! - / 7.5
HORZ(TL): 0.083 B - AT Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor 1.5 AK Min Brg Width Req = 1.3
Bldg Code: FBC 2014 RES Max TC CSI: 0.990 AB Min Brg Width Req = 1.5
TPI Std: 2007 Max BC CSI: 0.933 Bearings AT, AK, & AB are a rigid surface.
Rep Factors Used: Yes Max Web CSI: 0.767 Bearings AT & AB require a seat plate.
FT/RT:12(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): WAVE, HS VIEW Ver.16.01.Chords Tens.Comp. Chords Tens. Comp.
018.0614.20
A-B 1 0 N-O 2141 0
B- C 0 -1664 O- P 1083 -1089
C- D 0 -2845 P- Q 1083 -1089
D- E 0 -2845 Q- R 527 -2314
E-F 0 -3401 R-S 0 -3083
F-G 0 -3410 S-T 0 -3095
G- H 0 -3401 T- U 0 -3089
H- I 175 -2766 U- V 0- 3089
I-J 666-1625 V-W 0 -2667
! J - K 666 -1625 W - X 0 - 2667
#ee K-L 666 -1625 X-Y 0 -1573
' a *+ L- M 1352 0 Y- Z 1 0
a
. Maximum Bot Chord Forces Per Ply (Ibs)
- Chords Tens.Comp, Chords Tens. Comp.
"" e s' AT -AS 945 0 AK-AJ 0 - 3283
t
AS -AR 2355 0 AJ-AI 233 -1453
STATE
AR-AQ 3198 0 AI-AH 1838 -769
AQ-AP 3410 0 AH-AG 1838 -769
AP -AO 3181 0 AG-AF 2782 -273
" + 3181 AN AM -380 3095 AE-AD 0
AM-AL 820 -990 AD -AC 2223 0
AL AK 0 - 2286 AGAR 900 0
40019A83:F1=58 Si1008B,7F48 00 99.:2E 135 FB
rt,u11famb,sb."ne Oran vaa la a;ui se y sna si r ireuo Maximum Web Forces Per Ply (lbs)
�It<aana�)ciaaadstcsnawnstanvggism a.s Webs Tens.Comp. Webs Tens. Comp.
zucnsr;rir�ira„ m3v°
AU AV 0 -3 AK N 0 -994
Prtnniudeoplascttl&selas?ntaonQtc"mii�adsi�ne3znds�sd A -AT 0 -41 N-AJ 1612 0
and ets2'at <=z ii ri astssau a+m t a+t & ivar+( cd in a j'rlccira AT- B 0 -1316 AJ- O 0 -1566
egDinu
B -AS 999 0 O -AI 1300 0
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
TTrussesrequire a erne pre in fab 'catin , h1andiin , shi pin , In stalling and bracing. , Refer to and follow the latest e(liti n of ¢CSI �Buildin
CoMponenf Safety Information, by {IPI an� SBCA) for sa a �racUces prior to performing t ese functions Installs s all rovide to pora
brae per BCS n{ ss noted oherwise,to chord shalreave ro eri att ched s�uctu sheathin nd botto cords all have a ro
attac�iod ri Id ceifiini .I� options sown for oermanent lateral restrd nt �f wea s shall have bracintq in fled per B�S�sections B3, B7 or 0
as applicable. Apply mlates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ? f1'?/? 11 ;1A
drawings 16OA-Z for standard plate positions.
Intdi
ping, a division of ITVy Buire to build the
ssIn nf$rma�rce with AfSI/TPl 1, or for hat�lingshipprn, in IlaUon area braano trusses A sal on thdrawing or cover pangth�h raw n , in pnThe suftolillity
use of this �raw!ng for any s�ructure Is lie responsibility of the �uliding Designer per ANSIfTPI 1 Sec.2.
For mare Infortnafion see this ob's eneral notes a e and these web sites: ALPINE: www.al ire lw.com TPI: www. insto SBCA www.sbdndus .com• [CC: www.lmsafe.o
Job Number. 136DCS107
4EJB 2807-Eile "D" OL OW /DR Horton /4EJB 2807-Elie "D° OL OW
Truss Label: FT11
Ply: 1 SEQN: 622745 / T431 SY42
Qty: 2 FROM: DJH DRW:
Wat: 238.0 Ibs I Pane 2 of 2
... / ... 03/30/17
AS- C 0 - 962
C -AR 665 0
D -AR 0 - 97
AR- E 19 -480
E -AQ 500 - 263
AQ- F 79 -257
G-AP 0 -400
AP- H 810 0
H -AN 0 -696
AN-1 697 0
1-AM 0 -1058
J -AM 0 -69
AM- L 1199 0
L -AL 0 -1499
AL- M 15W 0
M -AK 0 -1647
AK- N 0 - 331
M
Fainted cnples ofticitixiaeanersi axm not rma t xmd grgaA�d=dad
3atd slant»EemyYi�eTtt�aUc+tcdttis.r/i�sst&uHcrif�i z'ssnny'¢IeLtrceYn:.
caPlaK
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> require a eme cafe in fabricatin , har�dl"nqq, shipping, installing and bracing. Refer to and fQilow the latest edits n of SCSI (Building
Went Safetynformabon, byt TPI an� SBGnA; for safety practices poor to performing these functions. Installers shah provide terhporarY
�ar BCSI nless noted o herwi�e,top chord shall have proper(vv attached structural sheathing �nd bottorrl chord shall have a properly
n id ceiling. Logtlons shown or permaner]t lateral restraint bf webs shall have racing ins led per BCSI sections B3, B7 or 10,
icab�e. Apply fates to each face of truss ana position as shown above and on the Joint Detafis, unless noted otherwise. �2efer to
Is 160A-Z for s�andard plate positions.
a division of ITW Bu!Idin Components Group Inc. shall not be res onsible for anyeviation fromis dr win ,nosy failure to build the
conf$nna�ice with ANSI�I PI 1, or for handling( shi�pm�q, installation and bracrn o trusses A ea on th� dgraw ng or cover page
this raw n� sods 9 tes a Y eptanc., of pro esp ona a ineerin� resp9ns�bigty sopieiy t$or the des�gn shown. The suitability
re of this rawin for an structure is the res onsibfl of the ulldin Desi ner er ANSIffPI 1 Sec.2.
P-AI
0
-72
Al- Q
0
-1143
Q -AG
T75
0
AG- R
0
-798
R -AF
915
0
AF- S
0
-448
T-AE
128
-204
AE-V
385
-390
V-AD
73
-410
W -AD
1
-90
AD- X
603
0
X-AC
0
-903
AC- Y
937
0
Y -AB
0
-1253
Z-AB
0
-41
AA-AW
0
-3
nr�ncr►r� i�c
Job Number. 136DCS107 Ply:1 SEQN: 681694 / T9 / SY42
4EJB 2807-Ella "D" OL OW /DR Horton 14EJB 2807-Elie "D' OL OW Qty. 1 FROM: JAH IDRW-.
Truss Label: FT12 Wgt: 64.4 Ibs / ... 03/30/17
1712 �}- 1'4" -�
(n'P) .
T
v
11
A B C D E F G H I
11'3"8
11'3"8
sa
Sys
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria
♦ Maximum Reactions (Ibs), or'=PLF
TCLL: 40.00 Wind Sid: NA
Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph
Pf.. NA Ce: NA VERT(LL): 0.000 1 999 360
K' 109 / - / - /- /- / 135
BCLL: 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.001 1 999 240
S Min Brg Width Req = -
BCDL: 5.00 Category: NA
Snow Duration: NA HORZ(LL): -0.002 B - -
Bearing S is a rigid surface.
EXP: NA
Des .00 Mean Height: NA ft
HORZ L :-0.003 B
)
NCBCL L: 10.00 TCDL: NA psf
r.
Code 1 Mlsc Criteria Creep Factor.
Maximum Top Chord Forces Per Ply (Ibs)
Soffit: 0.00 TCDL: NA psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.095
Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 MWFRS Parallel Dist: NA
TPI Sid: 2007 Max BC CSI: 0.021
A - B 1 -1 E - F 1
-1
Spacing: 24.0 " C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.035
B - C 1 -1 F - G 1
-1
Loc, from endwall: NA
FT/RT:20(0j/10(0) Mfg Specified Camber.
C - D 1 -1 G - H 1
-1
1: NA GCpI: NA
Plate Type(s):
D - E 1 -1 H -1 1
-1
Wind Duration: NA
WAVE VIEW Ver. 16.01.018.0614.19
Lumber
Maximum Bot Chord Forces Per Ply (Ibs)
Value Set:13B (Effective 6/112013)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 42 SP #1
S - R 1 -1 O - N 1
-1
Bot chord 4x2 SP #1
R - Q 1 -1 N - M 1
-1
Webs 4x2SP#3
Q-P 1 -1 M-L 1
-1
Lumber value set "1313" uses design values
P - O 1 -1 L - K 1
-1
approved 1130/2013 by ALSC
��
Maximum Web Forces Per Ply (Ibs)
Bracing
4oil.1111111
� J
MAq
Webs Tens.Comp. Webs Tens. Comp.
Sheathing1s required for any longitudinal(drag)
q ( 9)
forces. All connections to be designed by the building
, �� - ��� � **�„� �� .
A - S 0 -83 J - T 0
I-K 0
-3
designer.$�,�_+�,�.
-65
Fasten rated sheathing to one face of this frame.
Forces Per Ply
.,
Maximum Gable (Ibs)
Plating Notes
Gables Tens.Comp. Gables Tens. Comp.
All plates are 2X4 except as noted.'
w ,
B-R 0 -155 F-N 0
-135
Additional NotesD
°
C-Q 0 -128 G-M 0
- P 0 -135 H - L 0
-128
-155
Webs are square cut except dbl diagonals or as
otherwise shown.
4l
+��'• 1 �a �:
E - O 0 -133
Truss must be installed as shown with top chord up.e$,"y�
Aa616ac es 64tv3 efgs.-nnrttaremvj cunsldsedsued md.caaknd
'iid tt z'stA�cEsudiamt�sttcar.mi3o tnisi bu variftas.aic't'cletirgr�.
;eaoiaxt".
READ AND FOLLOW ALL NOTES ON THIS DRAWING! .
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
fa. handiino. shiooina. installina and bracino. Refer to and follow the latest edition of
astralnt or wens snag nave Drawn mstaueo per rs,
as shown above and on the Join Details, unless
TNI T, or for n
acts tance
any structure
ral notes page anc
build the
a surtauiility
rrney
`onr non�nrs eie
Job Number. 136DCS107
Ply. 3
SECiN: 681719 / T52 /MONO
4EJB 2807-Eile "D" OL OW /DR Horton /4EJB 2807-E!le
"D' OL OW
City: 1
FROM: DJH
DRW:
Truss Label: FTG1
Wgt: 98.0 Ibs
/ ... 03/30/17
2'8"12 5'8"8 7-10"4 10'4"5
1210"11 15'6"8 1611"8
2'8"12 211"12 2'1"12 1 2'6"1
2'6"5 2713 5"
=4X10
=4X6 1112X4 =3X4
=4X10
A 1112X4 B
C D E
F =3X10G
�—
=3X10 M
L K J
I=4X10 H
=4X6 •
1113X4 =3X4 =4X10 1113X4
2'8"12
2'8"8 2-1 "12 275
27"13 2'6"5
,& 3' 1 "12
5' 10"4 18' 110'9"5
13'5"3 1611 "8
5"
5
Loading Criteria (psF Wind Criteria
Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph
Pf: NA Ce: NA VERT(LL): 0.296 K 647 240
N 3690 / - ! - I - 1- 14.0
BCLL: 0.00 Enclosure: NA
Lu: NA Cs: NA VERT(TL): 0.462 K 414 180
H 3590 / - 1- / - /- / 7.5
BCDL: 5.00 Category: NA
Snow Duration: NA HORZ(LL): 0.040 A - -
N Min Brg Width Req = 1.5
Des Ld: 55.00 EXP: NA
Mean Height: NA ft
HORZ(TL): 0.063 A - -
H Min Brg Width Req = 1.5
NCBCLL: 10.00 TCDL: NA psf
Code / Mise Criteria Creep Factor. 1.5
Bearings N & H are a rigid surface.
Soffit: 0.00 BCDL: NA psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.520
Bearin re a seat
9 H requires q plate.
Load Duration:1.00 MWFRS Parallel Dist: NA
TPI Std: 2007 Max BC CSI: 0.548
Spacing: 24.0 " C&C Dist a: NA ft
Rep Factors Used: Yes Max Web CSI: 0.856
Maximum To Chord Forces Per PI
P y (Ibs)
Loc. from endwall: NA
FT/RT:20(0)110(0) Mfg Specified Camber.
Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA
Plate Type(s):
A - B 0 -24 D - E 0 -5090
Wind Duration: NA
WAVE VIEW Ver. 16.01.01 B.0614.19
B - C 0 -3315 E - F 0 -4703
Lumber
Additional Notes
C- D 0 -5W7 F- G 0 -2879
Value Set:13B (Effective 6/1/2013)
Truss must be installed as shown with top chord up.
Top chord 2x4 SP #1
Maximum Sot Chord Forces Per Ply (Ibs)
Bot chord 2x6 SP M-26
Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP #3 :W11 2x4 SP #1:
N - M 3014 0 K- J 4762 0
Lumber value set "13B" uses design values
M - L 5005 0 J -1 3090 0
approved 1/30/2013 by ALSC
L - K 5W7 0 I - H 17 0
Nallnote��
Maximum Web Forces Per Ply (Ibs)
Nail Schedule:0.128"x3", min. nails
Top Chord: I Row @12.00"o.c.
••*x .o � �
°ems
Webs Tens.Comp. Webs Tens. Comp.
Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)
Webs 1 Row 4'
�+
y : -' ,
A - N 0 K - E 414 0
: @ o.c.
+� - � �
164
N - B 0 -3154 E - J 0 -202
Repeat nailingas each layer is applied. Use equal
Y PP
+
B- M 1036 0 J- F 1741 0
spacing between rows and stagger nails in each row
99
r.
',
M- C 0 -1804 F- I 0 -722
to avoid splitting.
. *•
C- L 562 0 I- G 3044 0
Special Loads
W.D-
K 33 0 G- H 0 -1074
----(Lumber Dur.Fac =1.00 / Plate Dur.Fac=1.00.
TC- From 50 pif at 0.00 to 50 plf at 15.96
BC- From 5 pif at 0.00 to 5 pif at 15.96
°c
," q '; q•
BC- 915 ib Conc. Load at 1.85, 3.85, 5.85, 7.85
9.85,11.85,13.85oi
,4
op
Purlins
The TC of this truss shall be braced with attached
SFRt.
spans at 24" oc in lieu of structural sheathing.
40 015A 38 EF TSB 81}B0 BB,' 48 00 49 2E 95 E6_,
Cambers"£taatrese!£imoa7cyada
calebtrrAsnuafk95rta�az
PEt'ii.lde.•P,d719I)ci�thn da0¢xrtovinabaya ga NAe1 `.
Max JT VERT DEFL: LL: 0.30" DL: 0.17". See detail
ax dicnikaere inJe
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Pifntnaetex cfuaxaaa�i"mconsttzad:igesd ds �lnd,
. arttd'Cks�3:�'hu'asst3ieYffiidUp4t.mslaii��yst&c;y¢tlrici�rnnrty eled[4rv�':
',euoias'
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme cafe in faycatin , handl'rp shippin
Component Safety Information, by TPI an� SBCA� foF safety
, ingtalling and bracing. , Refer to and follow the latest edition of
�racLces pnor to perfonnmg these functions. Installers shil provide
¢CSI Building ,
te�hporary frp.
braci er BCS� Un ess noted o herwi top chord shall have pro eri attached structurd I sheathin and botto o shall
attac�iRc�rif]id cet(in9. Locations shown f�oi permanent lateral restra�nt �f webs shall have bracin installed per B�GSI sections
hav a pro r y
B3, �7 or 130,
`om
as applicable. A2pTy plates to each face of truss and position
drawings 160A-Z"for siandard plate positions.
as shown above and on the Joini Details, unless noted otherwise.
itefer to . ertt ig
Alping, a division of ITVy Builddin Compon nts Gr�ltp In4q.,shall
truss In of nna ce ANSII�PI 1, oror ha aim
not be red onsible for any deviation from this drawin9,an failure
shi pin , In Ilati�n and bracm of truss s A eel on thl dgrawiYng or
to build the
cover peg
listing t fs riraw�n fridlcatos acce lance of rogfessPonai
�rawing
englneerin responsibility so�eiy t�or the des�gn shown.
�uilding
The suitability
and use of this for any s�ructure ishe responsibility
of the Designer per ANSIITPI 1 Sec.2.
For mare Information see this ob's eneral notes a and these web sites: ALPINE: www.al Ine lw.t�tn TPI: www. inst o SBCA www.sbcindu .00m• 1M. wwwkewfe.o
Job Number. 136DCS107 Ply: 2 SEQN: 6228671 T45 / FLAT
4EJB 2807-Elie "D" OL OW /DR Horton /4EJB 2807-Elie "D" OL OW Qty: 1 FROM: DJH DRW:
Truss Label: FTG2 I Wgt: 47.6 Ibs .. / ... 03/30/17
2411 510115 I 715" _ 17 i9"
24'' 11 f 2711 T 2411 15111
Loading Criteria (psi)
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 "
11j2X4
=3X8 0 =�C4 =3XI%
=5X6 1113X4
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 It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 06 2x4 SP #1:
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 @ 1.75" 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.
Special Loads
—(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00)
TC- From 50 plf at 0.00 to 50 plf at 7.83
BC- From 5 plf at 0.00 to 5 pif at 7.83
TC- 201 lb Conc. Load at 1.02, 3.02
TC-1098 lb Conc. Load at 1.48, 3.48, 5.48, 7.48
TC- 191 lb Conc. Load at 5.02
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
2'9"11 27"11 2'4"11
2'9"11 1515115 7110"
Snow Criteria ft,Pf In PSF)
Pg: NA Ct: NA CAT: W
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
Doff/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.054 G 999 240
VERT(TL): 0.085 G 999 180
HORZ(LL): 0.013 E - -
HORZ(TL): 0.021 E - -
Creep Factor 1.5
Max TC CSI: 0.720
Max BC CSI: 0.631
Max Web CSI: 0.642
Mfg Specified Camber,
VIEW Ver, 16.01.01B.061420
Piinindwtai¢scfri9sdccun"ntrnnotc"nil acd 04and �wakid-
;undihz"seas.$, icn�Uen mt3ain4+�tba aeritcd cas anyPc3'st3rc�;
aaie%
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
H 2463 1- l- 1- l- 14.0
E 2953 /- /- /- /- /6.0
H Min Brg Width Req = 1.5
E Min Brg WidthReq = 1.7
Bearings H & E are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 0 -27 C-D 0 -2187
B - C 0 -2335
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
H- G 2327 0 F- E 27 0
G - F 2443 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-H 0 -250 C-F 0 -948
H- B 0 -2490 F- D 2338 0
B-G 43 0 D-E 0 -1447
G-C 2 -119
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire a eme pre in fab�cati , hhandi'nqq shi pin , ingtailing and bracing. , Refer to and follow the latest edition of BCSI (Building
F Safety nfformation, by TPI anc SBCA� toF satpety �ractices prior to performing these functions Installe gg sh II pr vide terhporarY
BCS!nless notetl oiherwise,top chord shall have properly attached structural sheathing and botloro c[ro�shail have a pro�erly
�id ceilingg. Loptions shown for permanent lateral restraint bf webs shal have bracin insttaallled per BCSI sections 3, B7 or 10,
e. gppfy !ales to ach face, of truss and position as shown above and on the JoinE Details, unless noted otherwise. liefer to
60A-Z for s�andard pate positions.
its drawing,anx failure to build the
on thi drawing or cover pag
re des1gn shown. The suitatility
IJob Number. 136DCS107 Ply: 2 SEQN: 62211111 T51 / FLAT
4EJB 2807-Elie 'D" OL OW /DR Horton /4EJB 2807-Elie "D' OIL OW Qty: 1 FROM: D. DRW:
Truss Label: FTG3 Wgt 28.0 Ibs / ... 03/30/17
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
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
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set:13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Na!Inote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 2.00" 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.
Special Loads
—(Lumber Dur.Fac. 1.00/ Plate Dur.Fac.=1.00)
TC- From 50 plf at 0.00 to 50 plf at 4.33
BC- From 5 plf at 0.00 to 5 pif at 4.33
TC-1102 lb Conc. Load at 0.98, 2.98
TC- 191 lb Conc. Load at 1.52
Purllns
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
F
274 4'4"
274 23"12
1 2X4 = BX4 =4X4C
2712 274
2712 4'4"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pt 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)/10(0)
Plate Type(s):
WAVE
Doff/CSI Criteria
PP Deflection in loc Udefi U#
VERT(LL): 0.010 B 999 240
VERT(TL): 0.016 B 999 180
HORZ(LL): 0.002 A - -
HORZ(TL): 0.003 A - -
Creep Factor: 1.5
Max TC CSI: 0.562
Max BC CSI: 0.274
Max Web CSI: OA09
Mfg Specified Camber.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
F 1441 !- 1- /- /- /6.0
D 1193 /- /- /- /- /6.0
F Min Brg Width Req = 1.5
D Min Brg WidthReq = 1.5
Bearings F & D are a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 0 -14 B-C 0 -778
VIEW Ver,16.01,01 B.061420 I Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
F-E 897 0 E-D 14 0
Pz�s$�bs�ten td tt3i darermaniarp nntt""sidsignc� and �asa{ed ,.
Snff Cht8S5iil*S YLt$ICk5Lii3S�Qr1 WdO.I'1118t gib vCNfacd itf 9RY' Ci4tL,t"nC,
zaciQu:
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A- F 0 -244 E- C 859 0
F- B 0 -994 C- D 0 -573
B - E 6 -444
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme qie in fab 'satin , and shi pin ,installi�In and bracing. ,Refer to and follow the latest editi n of ¢CSI Building
i S fetK
onnaUon, b �PI an� SBCA;Tor sataety �racticesor to perfomm�g theseunctS� snotd o herwise,top chord shall have properat�achad sctu Isheaiinid ceocationsshownforpermanentlatrant f webs shall have bracing mstalled per Bc SI sections 83, 67 or B10Y
�0 Applates to each face oft and position as shown above and on the Joint Details, unless noted othervvise. (tefer to
60A-Z Itandard plate positions.
Of
I i,ortor n
acceptance
any structure
failure to build the
� or The siiitaiiility
®Boise cascade Triple 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam\BM1
Dry 12 spans I No cantilevers 1 0/12 slope March 30, 2017 16:35:19
BC CALC® Design Report
Build 5837 File Name: 136DCS107-Beams.bcc
Job Name: 4EJB 2807-Elie "D" Description: Designs\BM1
Address: Lot 107 Creekside 136DCS107 Specifier:
City, State, Zip:, FL Designer: Gary Morse
Customer: Company: Raney Components, LLC.
Code reports: ESR-1040 Misc:
BO 61 lit
Total Horizontal Product Length = 28-03-08
Reaction Summary (Down / Uplift) ( Ibs )
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 1,659 / 32 1,718 / 0
Bi, 3-1/2" 5,655 / 0 4,863 / 0
B2, 3-1/2" 1,116 / 1,191 0 / 101
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag
Description
Load Type
Ref. Start
End 100%
90% 115% 160% 125%
1
Standard Load
Unf. Area (lb/ft^2)
L
00-00-00
28-03-08 40
15
01-00-00
2
Wall
Unf. Lin. (lb/ft)
L
00-00-00
28-03-08 0
110
n/a -
3
Corner Jacks
Trapezoidal (lb/ft)
L
00-00-00
0
0
n/a
07-00-00 245
91
n/a
4
End Jacks
Unf. Lin. (lb/ft)
L
07-00-00
28-03-08 245
91
n/a
Controls Summary
Value
%Allowable Duration
Case
Location
Pos. Moment
16,218 ft-Ibs
28.9%
100%
2
08-07-11
Neg. Moment
-18,904 ft-Ibs
33.7%
100%
1
20-01-08
End Shear
3,067 Ibs
19.2%
100%
2
01-07-08
Cont. Shear
5,274 Ibs
33%
100%
1
18-07-12
Total Load Defl.
U873 (0.273")
27.5%
n/a
2
09-04-06
Live Load Defl.
U1,611 (0.148")
29.8%
n/a
5
09-04-06
Total Neg. Defl.
U999 (-0.03")
n/a
n/a
2
23-04-02
Max Defl.
0.273"
36.5%
n/a
2
09-04-06
Span / Depth
14.9
n/a
n/a
0
00-00-00
Squash Blocks
Valid
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
3-1/2" x 3-1/2"
3,377 Ibs
n/a
36.8%
Unspecified
B1 Wall/Plate
3-1/2" x 5-1/4"
10,518 Ibs
n/a
76.3%
Unspecified
B2 Wall/Plate
3-1/2" x 5-1/4"
1,015 Ibs
n/a
7.4%
Unspecified
Cautions
Uplift of -1,292 Ibs found at span 2 - Right.
Member is not fully supported at post BO. A connector is required at this bearing.
Notes
Page 1 of 2
No 047182
STATE. OF
SERKL
40 015A 39 FF 56 81130 B5 7F 118 00 99 2E 85 FB
Vf Is Itamhasbaen xVactran&r yrAgnad and sraled6q tdx IMattumi,
tz ME Lit- r2i mj nn L5a daie shown alasra ming a StfA-i
xt.,ih2nitiwtGanam_%a_
PrSnsud cs+�aiac alti dctscsert sc not ee w&Ted slmwff and Xu Iwt
ar o 6esiAtxuttl=umtImcodo rnmtt! Ccttt4ad maA'(cdcctranlc
C=10.
®Boise cascade Triple 1-3/4" x 16" VERSA-LAMO2.O 3100 SP Floor Beam1BM1
Dry 12 spans I No cantilevers 1 0/12 slope March 30, 2017 16:35:19
BC CALC® Design Report
Build 5837
File Name:
136DCS107-Beams.bcc
Job Name: 4EJB 2807-Elie "D"
Description: Designs\BM1
Address: Lot 107 Creekside 136DCS107
Specifier:
City, State, Zip:, FL
Designer:
Gary Morse
Customer:
Company:
Raney Components, LLC.
Code reports: ESR-1040
Misc:
Design meets Code minimum (L/240) Total load deflection criteria.
Disclosure
Design meets User specified (L/480) Live load deflection criteria.
Completeness and accuracy of input must
Design meets arbitrary (0.75") Maximum total load deflection criteria.
be verified by anyone who would rely on
Calculations assume member is fully braced.
output as evidence of suitability for
particular application. Output here based
Design based on Dr Service Condition.
9 Y
on building code -accepted design
properties and analysis methods.
Connection Diagram
Installation of Boise Cascade engineered
r►I
L�
b
d
wood products must be in accordance with
current Installation Guide and applicable
a
building codes. To obtain Installation Guide
• • •
0 0
or ask questions, please call
(800)232-0788 before installation.
c
e 0 0 0
a minimum = 2" c = 11"
b minimum = 3" d = 24"
e minimum = 3"
Nailing schedule applies to both sides of the member.
Member has no side loads.
Connectors are: 16d Sinker Nails
BC CALC@, BC FRAMER®, AJSTM
ALLJOISTB , BC RIM BOARDTP", BCIB ,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM@ , VERSA -IAMB, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Cascade Wood
Products L.L.C.
11
40 015A 38 FF 5881130 BB 7F48 00 99 2E 85 FB
This Immb"bnen obchsudrAj tegned.zns s kd by te�qt martinr;
a�'q§t.Lk- ti473Mtenthedaisthown *bow trAngaSHkI
s¢tfirngcs#vrrnse.
erfnted CWp nOf"donrre A We notCan&4gnd dpWdand toabd
"the S;A4l sut6cnCdzatksaaa?c rr,wt:tia vvdf�-_d an =V dratmnk
mpiat..
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed,.45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'L' Brace r
(1) 2x4 It. ' Brace x
(2) 2x4 'L' Brace an
(I) 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 B
#1 #2
-
Q
S P F
F
3
3' 8'
S' 9'
6' 2'
7' 8'
77' 11'
9' 1',
9' 6'
12' 0'
12' 6'
614'0'
14' 0'
Stud3'8'5'
9'
6' V
7' 8'
7' It'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
9' 4'
9'8'12'
4'
12, 9'
14' 0'
J
d
a
S P
F
#2
3' 30'
6' 7'
6' 10'
7' 9'
e' 1'
9'3'9'
7'
12' 2'
12' 8'
l4' 0'
03
3' 9'
5' 3'
5' 7'
61111
7' 5'
9' 2'
9' 7'
10' ill
ill 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 51
9' 2'
9' 7'
10' it,
Ill 8'
14' 0'
14' 0'
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
e' 11'
9' B'
10' 4'
13' 1'
14' 0'
U
U
S P F
H F
#1 #2
6'
O10,
#3
4' 2'
7'
7' 9'
e' 9'
9' 1.
10' 5'
10,
13' 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' V
7' 6'
e' 9'
9' 1'
10' 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
O
Standard
4' 2'
6' L'
6' 5'
8' I'
e' e'.
10' 5'
10' 10,
12, 8'
13' 7'
14' 0'
14' 0'
S P
#1
4' 7'
7' 7'
7' Ill
9' 0'
9' 4'
10, 8'
It, 1'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' S•
7' 6'
7' 9'
8' 10'
9' 3'
10' 7'
11' 0'
13' (1'
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'
D F
Stud
4' 4'
6' S'
6' 10,
8' 6'
9' 1'
10' 6'
10, it,
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10, 10,
11' 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
X
d
U
O
S P F
1 J F
f�l
#3
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
Ill 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#1.
5' 1'
8' 5'
e' 8'
9' I1'
10' 3'
Ill 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' to'
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12, V
14' 0
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
s I
I
D F L
Stud
4' 9'
7' 4'
7' 10,
9' B'
10, 1'
11' 7'
1 12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
- 11' 6'
1 12' 0'
13' 7'
1 14' 0'
14' 0'
14' 0'
able Truss
Al
Diagonal brace option,
vertical length may be
T
doubled when diagonal
18'
brace Is used. Connect
L
diagonal brace for 6000
•L•
at each end. Max web
Brace
total length Is 14'.
�(�
2x6 DF-L #2 or
better diagonal
I T
t
Vertical length shown
brace) single
81
In table above.
45'
or double cut
)K
(as shown) at
L
1.
upper end.
Connect diagonal at
midpoint of vertical wek
a ��
AN ITW COMPANY
1338B Lal,(r l Dave
Earth City, MO 63045
Refer to chart above for ri
"WARNINITss READ AM FnLUJV ALL haTFS-ON TKDS DRAVM
w-WMTANTk- FMUSH T= DRAWING TO ALL fB(rRACTuas DiCLIR)ING Tice V=A XRL
Trusses requtre extreme core h fabrkathg, hondUrg,•shippinp, instalUng and bracing. Refer* to and
C
Follow the latest edition of BCSI (Building Component Safety information, by TPI and SBG) for'.safety
praaticec prior to perfon+ing thane functions. Installers clalt provide temporary 6radng per BCSL
Unless noted otherwise, top chord shall hove property attached structural sheathing vld bottdn chord
_
_
shall have a properly attached Md, telling. Locations sham for permanent lateral restraint of webs
_ �.W
shall have bracing tnstaaed per BCSI sections 43, B7 or B10, - applicahe. Apply plot- to each face '
w
of truss and position as shown above and on the Joint Details, unllesc noted otherwise.
Refer to drawings )60A-Z for standard plate positions.
3
Alpine, a dl don, of ITV BWlding Conponents Group Inc shall not be responsible far any deviation fron
this drawing, any felture to buff the truss In conFornance with ANSI/TPl 1, or for handling, shipping,
so
hstallation 6 bracing of trusses.
A seat an this drawing or cover page listing this drawing, Indicates acceptance of professional
O
9
shown, The SLAtdbllty and - of
F stnvxture is thels tkw responsbeltY odF t}ie &))ding Designer perr ANS1/1PI 1 SecE this
for more Information see this Job's general notes page and these web sites
ALPINE, wew.atphettw.coni TPD www,tpinstorgl SBC7f wevsbcEndustry,rgl IM www)ccsofearg
ABTA C OF
71'<
Bracing Group Species and Grades)
Group Ai
S ruce-Pine-Fir Hen -Fir
it / #2 iStandard 1 1 #2 1 Stud
#3 Stud R3 IStandardl
Dou las Fir -Larch Southern Plnezww
03 q3
Stud Stud
Standard I Standard
Group Bt
Hen -Fir
#1 6 Btr
#1
Downas Flr-Larch Southern Plnew-
#t ql
q2 #2
lx4 Braces shall be SRB (Stress -Rated Board),
weFor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values na be used with these rndes.
Gable Truss Detail Notesi
%And Load deflection criterion Is L/240.
Provide uplift connections for 75 p1F over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) nalls.
)i( For (1) 'L' brace, space nags at 2' o.c,,
In IS' end zones and 4' o c. between zones.
)VITar (2) 'L' braces, space nails at 3' o.c.
In IS' end zones and 6' o.c. between zones.
bracing must be a minimum of 807 of web
member length
Gable Vertical Plate Sizes
Vertical Length No Splice
Less than 4' 0' 2X3
Greater than 4' 0', but 3X4
Ej
less than 11' 6'
Greater than 11' 6' 4X4
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
AX, TOT. LD, 60 PSF
AX. SPACING 24,0'
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or"
140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orl 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00
nr, tan mr.t% wi—i r..e>riin, mo.— uoirk+ P.r+inuh, n Ire+ = i nn
S
2x4 Brace
Gable Vertical
Spacing Species I Grade',,,,_Braces
No
(1) Ix4 'L' Brace Il
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace It
(2) 2x6 'L' Brace III
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
-
S P F
P
#1 / #2
3' 8'
6' 3'
6' 6'
7' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
#3
3' 6'
5' 5'
5' 9'
7' 21
7' 7'
e' 8'
9' 1'
111 3'
11' 11'
13' 7'
14' 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
111 11'
13' 7'
14' 0'
Q
Sta#curd
3' 0'
6' 4'
6' 7'
7' 6'
7' 9'
8' 1'
9' 3'
1' 9'
12' 2'
13, 11'
14' 0'
—�
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
111 7'
12' 0'
1 13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' I1'
8' 9'
9' 1'
10, V
10' IV
13' 8'
14' 0'
d
N
F
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
e' 9'
9' 1'
10, 1'
to, 10'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' e'
6' 1'
7' 9'
8' 3'
e' 11'
9' 7'
12' 2'
13' 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9•
10, 1'
10' 6'
13' 3'
13, 9'
14' 0'
14' 0'
-P
<J
S P F
IJ P
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' 8'
9' Ll'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' It,
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
O
f�l
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' it,
10' 4'
11' 10'
12, 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
S P
#2
4' 2'
1 7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10' 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
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'
10' 2'
11' 0'
11' 9'
14' 0'
14' 0'
cs
U
O
S P F
LI F
�l
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
111 6'
14' 01
14' 0'
14' 0'
14' 0'
#3
4' 5'
7' 7'
8' I'
9' 2'
9' G.
10, 111
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10' II,
11' 5'
14' 0'
14' 0'
14' 0'
14' 01
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, 111
11' S'
13' 7'
14' 0'
14' 0'
14' 0'
X
d
S P
#1
4' 10,
8' 0'
8' 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'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 6'
6' 10,
7' 3'
9' 1'
9' 71
11' 0'
It' 6'
14' 0'
14' 0'
14' 0'
14' 0'
�+
D F L
Stud
4' 6'
6' 10'
7' 3•
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
l4' 0'
Standard
4' 5'
6' 1•
6' S'
8' 1'
8' 7'
10' 11'
11' 5'
12' 8'
13, 7'
"1 0'
14' 0'
able Truss
I
Diagonal brace options
vertical length may be
T
doubled when diagonal
IB'
BE
brace Is used. Connect
L
diagonal brace for 690#
at each end. Max web
Brace
total length Is 14'.
X)i
2x6 DF-L #2 or
better diagonal
r
Vertical length shown
brace) single
1
B.
W
In table above.
or double cut
45'
(as shown) at
L
1
upper end.
Connect diagonal at '
midpoint of vertical web. "Refer to chart above for
Bracing Group Species and Grades)
Group AI
S ruse -Pine -Fir Hem-Flr
#1 / #2 1standar d 1 N2 1 Stud
#3 Stud 1 83 iSt.mdardl
Dou las Fir -Larch Southern Pinew,lw
#3 a3
Stud Stud
Standard Stnndnrd
Group BI
Hem -Fir
N1 Bt 4 r
a1
Dou to Flr-Larch Southern Plnellww
al #I
R2 a2
Ix4 Braces shall be SRB (Stress -Rated Board).
wwFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
11
values may be used with these rades.
Gable Truss Detail Notes)
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' outlockers
with 2' 0' overhang, or 12' plywood overhang,
Attach 'L' braces with 10d (0.128'x3.O' min) nails.
)K For (1) 'L' brace, space nalls at 2' o.c.
In IS' end zones and 4' o.c. between zones.
il(iF�or C2) 'L' braces, space nulls at 3' O.C.
In 18' end zones and 6' o.c. between zones,
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No Splice
Less than 4' ( ' T
Greater than 4' 0', but 4.4
less than
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
K WARNINGiu READ AND FOLLOW ALL RITES ON THIS DRAWINGI �.'N J
wDtPOITj REF ASCE7-10—GAB16030
wTANTwe fUWOSl1JK1S DRAWING TO DR ALL CONTRACTS WCLUDO7G THE DISTA IMS. �� �i
Trusses quire a trenr care In fabricating, handlig, shipping, Installing and brocing. Refer to and Q� �G�NSF DATE 10/01/14
folios tha latest erDtlon of BCSI (Bulmng Component Safety lnfornatbn, by TPI and SW-4) for safety
practices prior to perforMng these fWctlons. Installers shall provide tenporary bratlrg per BCSL
Unless noted otherWse, top chord shalt have property attached structural sheathing and botton chard No / t DRWG A1603CENC101014
shall have a properly attached rigid ceDing. Locations shown far permanent lateral restraint of was
i
^shall have bracing Instaaed per SCSI sections 83, B7 or 810, as opplkable. Apply plates to each face
1�--,1of truss and p cltbn s shown above and on the Joint Detals, Wiese noted athlrelbe.
��JIILIIP Refer to drawings 16CA-z for standard plate pasltbns, ATE OF Alpine, a mvlabn of ITV Buftdinp Components Group Inc shall not be responsibleor for any devintbn from MAX. TOT. LD. 60 PSF
AM if W eOMPftM( tits fttlon , anybracing
in of to ssa the truss h canfornaa with
ANSI/TPI 1, ar for handtln '' O ©n,�� " _
ass drawin , bracing of trusses. g. shpp�• �9 �' fl _V�
A seal — this drawing w cover page listing this draw Indcates acceptance of professlonot _7
eerl.g respons4Wty solely for the daslpn shown The suitability and use of this drawing i
13389 Lakehonl Olive I-- a y st+ucf+re Is the responsl6elty of the IkAd C Deslgner per ANSVTPI l Ste2.
Eadh City, MO 63045 For more information see this Job's geneni notes page and theca web sites, ff4q{c'1�������!!!!; MAX, SPACING 24,0'
ALPWG wew.atpinvltwsom) TPIi wee.tphst.ore, SBCA, w—slac)ndustry.org, ICO wweleesofe4r0 WA N 1
'T'
Reinforcing
Member
Gable
Truss
Gable Detail
Fnr I Pt -in Vart(rnlc
Gable Truss Pla
)proprlate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total orea of
apped plates to span the web.
2X4
2X4 2X8
rroviae connections nor upurt specirlea an the engineerea zrasy ae�,gn.
Attach each 'T' reinforcing member with
End Driven Malls,
10d Common (0,148'x 3,',min) Nulls at 4' o.c, plus
(4) malts In the top and bottom chords.
Toenalled NOits-
l0d Common (0,148'x3',min) Toenails at 4' o.c. plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load,
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A120300SL014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENC101014,
A18015ENCt01014, A2001SENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A1403CENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOLD14
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
'T' Reinforcement Attachment Detall
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Or - End-naR
To convert from 'L' to 'T' relnforcing 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,
specle, and grade of the 'L' reinforcing member.
deb Length Increase w/ 'T' Brace
Examples
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical - 24'o.c. SP 03
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 307 = 1.30
(1) 2x4 'L' Bruce Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x B' 7' = It' 2'
'T' Reinf.
Mbr. Size
'T'
Increase
2x4
30
2x6
20
MAWDG`,```(r
aDwORrAMru FF'iUMSH THISS WAVRM 'V M6 M ALL OLLOV �+rFRACCTTOn EW DiMUD G TTW DWALL.M&
`�.``�,. MriR„'''•,,�
REF LET -IN VERT
DATE 10/Ol/14
Trusses require extreme care in fabrlcatirg, handling, shlpphii, inrtal and bracing Refer to and
iotlow the latest edition of BCSI (Building Cohponent Safety InforlwtWn, by TPI and S cz for rafaty
:+ Vv �'
r- ��,++[+ '
proctices prior to perf—Ing these functions. Installers sW1 provide temporaryy brarnp per BCSL
finless noted otherwise, top chord shall have properly attached structural sheaving and button chord
lateral
�� �` ��L-'�J q
`� Sa
DRWG GBLLETIN1014
v
AL �� r�
shoLL have a properly attach etl rlaW cede. Locations shown for pernanent restraint of webs
shnLL Mve braGng Metalled par HCSI seed on H3,B7 or Hla, ae opdtabW. Applyplates to earn Face
of tw s and ppoosalon as shown above and on the Joint Oetalls, unless noted othereise.
11L f��-t
Refer to d—'64: 16aA-Z for�snt�andard plate positlore.
=
-
AN RWCOMPANY
sp o�wfar mydeviation fron
nee vlth ANSI/ responsible
ths Alpine,aYWon o Iu IT B bWltl thetrussIn Group
drawing, any ""�"g' sNppi'g'
-
- $T Tr OF
M 1X, TOT. LD, 60 PSF
aBstaaatlon bracing of trusses,
A aml on this drawing or cover page listing this drawing, indicates acceptance of professiorW
engk: r re qs«ay for tfr demon ahewn. the eWtoWlty aryl use of this drawing�(O
3;:l
p
UR, FAC. ANY
133891akefronl0rive
fadh City, MO 63046
for struetlre the responsbAlty of the &aRtlNg .r peryfNSl/IPL 1 Seez
For pore infortatton tee this Job's general notes papa and these web sites
ALPINE, wwwnlaAwltw.con, TPU wwctolnstorol SBCN www.sbcMaustrvarW ILG rwwJcccafe.oro
ftl
' n(�
.sir C`
i. ] 01�_ _ _. Y_N ..+
w
MAX, SPACING 24.0
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,
Wx Attach each valley to every supporting truss with:
(2) 16d box (0.135' x 3.5') nails toe -nailed for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=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.
3X4
12 Max,���X4
2X4
�--- 8-0-0 max --�
4X4
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') naps at 6' o.c, In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with:
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design,
xxx Note that the purtin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Valle
Spacing
Pitched Cut
Bottom Chord
Valley
1 Le-nalted
ra
12
12 Max.
X3
1X3 6-0-0 1
iX3 5X4 3 (Max Spacing) IX3 2X4 Q pG\p0
SQ
20-0-0 (++)
Supporting trusses at 24' o.c, maximum spacing,
Square Cut
Bottom Chord
Vail
2X4 4X4
Stubbed Valley Optional Hip
End 'Detail Joint Detail
ttl,llunuuu„ �
"WAf°+MU FrAll AND iMWV ALL HUM DN TIM Dp/vDa .�`� /4y�j�''. TC LL 30 30 40PSF REF VALLEY DETAIL
-WORTANT" FURNISH n= DRAVM M ALL C@ITRACTM BE UDM TM WTAUXIM \ G
Trusses requW extreme core In fobrtc tbq, h-wift. sWppho, brstdU g d bracing, Refer to andfy7 f'
Poll.. tee edition editSCSI Oh ion of lldbg Component S.Fety Information, by TPI and SBW for s.fety �` Q' ��,F..,,j C DL 20 15 7 PSF DATE 10/01/2014
pr etcoo Prbr to perfor,dn0 these Furcibns. InptaUers shop provble tenporory bra�rq par BCSL •y
W... natrd othereise, top chord shall have properly att.dxd at —*-.I heathbp ar.I bottom a,ard pp � 4`�^ BC DL 10 10 10 PSF DRWG VAL160101014
r shall have d properly att-h.d rlpid ce:UUr.a Lo U.— ah... far permanent toterol-so-Int of eb. z
shall Mva ira%. I...Ued per BCSI seel�ons th 07 or DIB, as a able. Apply plots t0 ¢ach face — / P
O of truss and posltbn a. cha.n above wd on the Joint D.tdlc, udres notrd otFUMw. - I y BG LL 0 0 0 PSF
R.fer to dw.ings I6CA-2 far at.W.rd plate p—M na M TflT, LD, 60 55 57PSF
A4M., a dvlslon of ITV BWldbtg Componente Group inc. slwll not be responsible For ony deviation free —
y1N f11NWMPANY this drW, any fouure to beadd the truss h con ormonce Wth ANSUTPI 1, or for hnrxatrp, shlppMg. �a �dTE of /
Instaltatbrl t1, brochg of trusses, ,f
A teal on this dm.brg or cover page Usting this droeing, hwkntes azeptonce of profsssbnol
ro emRaxar+y zpanseStb T°le+y fn' ehe arelgna It— The aulwcuq' ar'd u=a of tsys dro-ft ,, l:)• � UR,FAC.1.2511.3311.1511.15
For arty b; tb roepaMbalty of th 86ddWQ ner' Pam' AravTP[ I Seca /% 'SA
Eadh City,
M nl Drive i �`n
Earth Cily, M06304G for rw t hfornatlon see Ap ,pb's general notes paOe arW these eeb sltrs i, L) ..,,11G` �`� SPACING 24,0'
ALPINEr .nabhelbconl TPL ....tpblstArgl SBCN nafbebWuftrY.orol ICO e..Jcesofa.ora
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 sf (min), Kzt=1.0.
Or 140 nph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= SPO psf (min), Kzt=1.0,
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheothing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o,c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
IN Refer to Enoineer's sealed truss deslon drawing for oinovback and base truss soeclficatlons. _ _—
Detail A l Purlin Spacing = 24' o,c, or less
12
ena5 ana az G4 max u,c. spaong In roe Uwtrrn.
� Detail D : Purlin Spacing > 24' o,c,
4'
12
Up to 12 V
Piggyback cap truss slant nailed to all top chord purlin
bracing with (2) 16d box nails (0135'x3.5') and secure top
chord with 2x4 ri3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nalls <0128'0') at 4' o.c.
Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'x3.5').
Purtin o.c. max )
24
Top Chord Scab (Typical Each End) Chord Full
Flat top chord purlins required at
Depth both ends, purlin spacing > 24' o,c.
Notep 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.
—VAReD1A3-w READ AND FOLLDV ALL ¢SITES RI TIDS MAVeHfi
4'
-WEI iTANTew fMaSH TM WAVING TU ALL CQITRACTeiS 1110.U0Wa TIE TRS S. X, •r�•� .
Trusses r extreme care in Fabriwti hondli a and brntin Refer to and
require ng, ng, shipping, instollin gg !� c
practices
the latest edition ri SCSI these
ng Component Safety ell provide by TPI and —Ing for safety �s g ��GEl�s /J
practises prior to wise, top g these functions. [pstallare shell provide rat sh my bracing pot BCSI. N U ar
Unless rated otherwise, top chord shod have properly attached strucdral sheaihir�g and button chats zz
4� S
we
shall have a properly attached Maid ct1W,D. locations shorn For pernnnerrt lateral restraint h ..
7 ^� of uss b position
Installed per BCSI sections the
J or Bea as, npplics, o. Apply pintos to enU faro —
1111 position -c shown above plate
on tho i Joint Deists, units¢ noted o rwlse of truss dra po slt16C as, shot= =hove pl on the ions. Deists, units¢ notttl othertlse,
Refry to drawing[ 160A-Z fun standwd pAote positions.
Alpine a divlston of ITV BW dd1Itn7p Component¢ Grouupp Ina [hall not De spanstble far eny devlatbn faun qT�
AN ITWOOMPAW this dewing, any Fatl re to bWld the truss In conFornance with ANSWTPI 1, or for F4ndUng, shipp6,g, „ !' Q
Inst=tWibn 1, bracing of trusses.
A sent on this draWaV air cover page Usting this drawing, lndkates acceptance of professional i6 �yp
engtr,earkq responsadlety solely for the design shorn The sWtobAety and use of this d-.VV �� � R I W , +(�
for any structure is the resporedhlKy of the ®aHdleg Oeslgnr per AHSLTPI
13389 Lakefront D(,-
For Wort l Farn=tian see this Joh•c gererol notes Page and these web sites,
Earth City, MO 63045 ALPM www4lpinttw.cone TPI, wwe•tpinstorwQ SBCA. n`w,ebchductry.oroe ICO www)ce9=Fs4rQ `!el,..©IVAl Et+1�.N
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails (0.135'x3.5')
and secure top chord with 2x4 03 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the Flat top chord
using (2) 16d box nails (0.135'x3.5').
The top chord ri3 grade 2x4 scab may be replaced
with either of the followings (1) 3X8 Trulox
plate attached with (8) 0,120'x1.375' nails, (4)
Into cap TC 6 (4) Into base truss TC or <U 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl,375' nails. Note- Nalling thru holes of
wave plate is acceptable.
x In addition, provide connection
with one of the following methods,
Trulox
Use 3X8 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'xL375' 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
0'x8'x7/16' (min) APA rated sheathing gussets
(each face). Attach @ 8' o.c, with (8) 6d common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF rig, It
chord depth scabs (each face).
Attach @ 8' o.c. with (6) IOd box nails (0,128'x3')
per scab, (3) In cap bottom chord and (3) In
base 'truss top chord. Scabs may be staggered
4' o.c. front to back faces,
28PB wave Plaavback Plate
One 28PB wave pi gyback plate to each face
@ 8' o.c. Attach teeth toIgp�backrusstime
of
fabrication, Attach to sup
Png
(4) 0,120'x1,375' nails per face per ply.
Piggyback plates may be staggered 4' o.c, front
to back faces.
24.0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
Hip Frame Details Hip Frame
%.,A„A a.:M 13-1 /
2;
,R,
xthed
Use this detail
ASCE 7-10, 180
fors
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame
-provided by truss manufacturer.
ASCE 7-10,
160
Mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
Hip frame is
designed to provide bracing for flat top
ASCE 7-05,
140
Mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chords of
hip frame system where indicated, Flat top
ASCE 7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
chords of
stepped hip system must be So. Pine lumber,
Residential,
Wind TC
DL=4,2 Kzt=1,00
StructurM anels must be properly attached directly
psf,
To hit��.t'frMP
Mwrtins,
—WAR"00we READ AND FOUMV N.J. NOM W 71W BRAVDO
waWMTMTM FUFit N TM WAVM m ALL fn+TRACTiIILt ]DIMLITI G THE INSTALLERS
-,
��
REF HIP FRAME
DATE 10/Ol/14
Trusses quire ewtrene care hi fobrieating, hondMg, sWpping, butalltng ud bracing. Refer to and
fottae the latest emtbn of eCSi ta.1,11, Campo-1 Safa<y InPor 11, by 11 and for sofety
`.�`�Q'- v
� IVO
,121
praetkes prior to performing these functions. InstaUers shall provide temporary bradng per BCSI.
Unless noted ottmrdse, tap d,ord shnN have properly attaches struct—t Shed 0 ar�d botton chard
=
DRWG HIPFR1801014
^�
shall have a properly attachatl rlIppm ceshp Locations Wrn for parnonent lntarol resVaht of..be
shall have brodng trrstnUed per BCSI sections ft J or BtH, as n O"sbno Apply plots. to each Pace
of truss and po sltlon as shown above and on the Joint Beta0.s, urdess noted a henlse.
=
S
Refer to draw, 16CA-2 for stuWard plate posittons
A E OF
S 'O
`
ANtFW aDMfiNNY
AtpVrro division of IN Bu6dlng Conponents Group Inc shalt not be responsible for any devtntlon from
tNs droeng, anY faiture to build the truss in conFerrance with ANSI/TPI 1, or for hondUng, shlpp ,
S Q
Nst.ltatlon IL bradng of trusses.
A seal err th" dwwbp ar cover page listing tints Z.wh indicates acceptance of professional
�}' solely far the design shown The sultabslty and use of tNs drovire
r n`
13389 Lakefront
for any the respa�+litY oP the BMdNg Oodgnan per ANSi/TPI 1 Sec2.
Yie�j fl 1
`°�sAsej"•f/'Alnl�„`t1��t
Earth City, MO
For nore Information see this job's general notes papa and these eeb sites
ALPM wwwalpheltw.coml TPB nstpinstorgl SBCAi www.cbcNdustryorgi ICC wwelccsofanrg
r
CLR Reinf orcing
This detall Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired,
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative,
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Relnforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4g0
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(3iE)
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforcement: or
L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',min) nails
at 6' a.c. Reinforcing member Is
a minimum 80% of web
member length.
T-Reinf, L-Reinf,
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o.c. Reinforcing member is a
minimum 80% of web member length.
Scab Reinf,
ON THIS
�10DRAWING T °CONTRACTORS A
JVI,q�`''•,,,
TC LL PSF
REF CLR Sulost.
W-IXPQIT� THIS nDCMVmc THE INSTalExs
Trusses regWv a.".. care In fobrka1UN hand&Q, shIPPbO, MstaWrg and bra Refer to and
�,•``°�EL.
`� � i'
/A
TC DL PSF
DATE 10/01/14
folloe the latest edition of HCSI IHWmng Component Safety Nfornotlon, by Tf[ and` /+> far safety
practkes prior to performing these hmctdons. Tnstneers shall provide temporary bracing per BCSL
�� NA�
`�`� >v,C 2
DRWG BRCLBSUB1014
Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord
C DL PSF
»r
Q II ILJI�
shall have a property attached Void telling. Locations shorn for permanent lateral restraint of webs
droll Mro broabg Installed par H I sections 23, B7 or Hls, as applknbI, apply plates to each fnca
of truss and po. as shorn above and the .blot Hetais, ,Mess no otherdse.
.,q_
tC LL PSF
II I�IUr=�
16 t.
Refer to drawhps 16gA-Z Pow standard plate posltlonz
Alpine, division ITV Budding Components Group Inc shall not be responsible for any deviation from
-_
FTOT. PSF
AN tTWCOMPANY
a of
this dra.dng, a Y foHure to b,1 the truss In conform. with ANSIRPI 1, or for ho g, shppho,
r`
.Q /{TIE or
LD,
lnrtallotbn 6 6radrg f tosses
A seal m this d -Ing or cover page ltrtbg this drawing. Indicates occeptance of' profesGmalQ`.,
respona3hlUty sdelY for the design whom. the sutnbAlty and use of this drawing
for any s vcdre Is the respaislbHttY dl the BuflMg Be9gner per A ld/TPI I Sect
,et
ty in �j g 1 Y' r
'�6 `� fl 1© � �
DUR, FAC.
SPACING _ _ _
M nl Drive
Earth Cily.M063ga5
Earth City.
For more information see this s general notes and these web sites
ALPINE, sw►,olpineltw.coml TPL swcipY torgSHCN wre.abcindustry,orgl ICO wswIcccafeorg
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Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be Increased for
or web member.
This design is valid only for single pty 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
(U = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
species as damaged member. Apply one scab per face.
Minimum side member length(s) = (2XI-) + (B)
Scab member length (S) must be within the broken panel.
Nail Into 2x4 members usng two (2) rows at 4' o.c„ rows staggered.
Nait into 2x6 members using three (3) rows at 4' o,c„ rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads,
No s
L L
4' o,c,
Typical ~
+ O + O + O + O
O + O + Q + O +
2' ('—
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailsi
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staqqered
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
1 2930#
3210#
Web or Chord
2x6
3535#
3635#
4295#
4745#
Web or Chord
2x4
42'
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48°
3460#
13540#
4070#
4445#
Web or Chord
2x6
5165#
1 5280#
1 6095#
6660#
s
L
Hwnun H
L Distance
lMhun
L Distance
8
L
L
L
Nail Spacing Detail
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••YARNING-. READ AND FOLLOW ALL NOTES IN THIS VRWDQ1
..DMTANTo TIRDM = DRAWING TO ALL 932ITPACTOM IN1=1% THE DISTALLEM
Trusses rt41"• in care fabricating. handling shipping,InstalUng and bracing. Refer to and
Fall.. tt. Intesi edtLon of BCS1 (Buldng Co"-nt Safety InfornoUm, by TPI and SBCA) for safety
pr dices prior to F—fnr,dng these Functions. Installers sFgU provele teeporory brnMg per BCSL
ottach.tl rigid ceding, Locotlona shorn for pernan.nt Lateral restroht of ebs
cl+all Fmve 'brag
cnnll Nava broUng instated per BCSI cactWnc 83, B7 or B10, ns oPpAknble. Apply plates to each face
lhie55 noted othere7ze, top Chord shall have properly attached .tructural shentwng aril bottom chardfA��
of truss and =�etlon pe ShOM above and On the Joint D¢tls, unless noted OLMrY1—
Refer to dro..,ps 16gA-Z for standard plate positions.
Alpele, a division of ITV HiEidhg Components Group Inc shall not he responsible for any deviation frony�
this droekq any faKwe to bLAd the tru5s In confornance .Nh ANSI/TP/ 1, or far bonding, shipp4g,
h tallatlnn L brain% of trusses,
A sell On d,ls o1^aMng o- cover page Ustbg this drnsfnp Indcats acceptance oP Professional
englneerYlg nvsponsD 4 solely for the designstwen, The sultnblity ord cast of Hda drathg
for any structure Is the respanstmty of te McWQ Desgner per ANSI/TPI I Sectp�'�`,
For more Infornation see etas ,lob-. general nuts page and these .eb sIt—
n..alphelte.coml TPB _tphct:orgi SBCN ee..ebchdustry.Orgl ICO ee.JCcsofoZrg
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REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
SPACING 24,0' MAX
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0. OC MAX. LENGTH TO TRIM FILLER
I EXISTING FILLER -I
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' O.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).
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS),
WLATERAL 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' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C, MAX.
SPACING AND 1OPSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS
NnTFn ON THIS SHEET
f USE THIS DETAIL FORT
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.
I LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'),
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE RASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLOC
- MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2.5') 2 3' O,C, AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX 0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY),
sVARNV4G— READD FM-MW ALL RITES ON THIS DRAVDG
oD�QtTAN
Wr F)iO4SH 11W DRAVM TO ALL CM4RACIWS RIMMING THE V=ALLERS.
Trusses require extreme care In fabrlcating handling, shipping, InstatUng and bracing. Refer to and
Collor the latest edition of SCSI (B "np Component Safety Wonntkn, by TPI and SECA) for safety
practlu prier to performing these functions. Installers shnU provide temporary 6ratlng per BCSL
eas noted atharrisa, top chard shall have property attached ctructurnt sheer and botton cho
shall have a prop-ly attached Hold celung. Loeat o slam For permanent lateral restraint of esb;
.Q �t-^,� shall1t have bredrq Wtased per abo sections th g7 err BID, as apdkable. Apply µales W each Fnee
I l��f 1 of trues and ciM k n as shorn above and on the Bert Detalc.as urrl/ass rotatl of plate
u�� Wer to dreYings 16OA-Z for standard plate posltbre.
Alpine, o divlsbn of ITV Buldng Components Group Inc shall not be responsible for any devt6tlon Fr
AN inNCOMPANY this drovingany Faawe to bJld the trs In c—Farmance rtth ANSLTPI 1, or For hondUro shipping,
ihstallatlon L usbracing of trussas.
A seal on this drovkv or cover page UstkV tHs drm,hg, kulcates acceptonx of professlonol
responsldUly solely for the design shorn Thr sJfabNty and use of this droeem
13389 Lakefront Onve foram/ vehre is tlfa respons6Cfty of the 9 dit Designer per AtKVf l 1 ser2
Earlh City, MO 63045 For we Inf --- Van see thls Job's general rates pope and these eeb sltes-
ALPIM rrrat.Ir lteco TPIi r tolnst.oro, spcn reesbclndustrvaroi ICO eeelccsafa,ora
SQ�VV�'pENSF
A N
yi
S A t E V F
R eon
EF BC FILLER
ATE 10/01/14
RWG REPBCFIL1014
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00,
ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D,
30.00 f t mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3.0', min)
nails at 8' o,c. plus clusters of four nails where shown In figure below 00,
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections.
VARNINGsns RM AND FOUMW ALL M= CN 7MS MAtvwa
-DMTANTw� FURNISH THIS UMVM TO N.L CWRACMRS D/CLMW TIE DW&LERs
�` JGnv -- "''�.,
`�
TOTAL TOP CHORD
TO
REF 2X4 SCAB O.H.
DATE 10/Ol/14
Trusses require —treme core In fabrkntfnp, handUrg, shipping, InstatUng and bracha Refer to and
Fotlaw the latest edition of BCSI ®natdo-ng Component Safety Iniornatlon, by TPI o.d 3W. for
`.�Q, �GEIV$� ��'�
LOAD NOT
EXCEED 40 PSF
DRWG ❑HSCB2X41014
practices pion to =F=,n these functl0nc installers shag provitle tenparnryy br PargCSt
UN ss noted othermlce, top chord shalt have properly attached structural sheathvng and bottom chord
have lateral
NQ f
(DEAD PLUS LIVE)
Q
shall a property attached ripId cell�g. Locations she Par permanent restraint of webs
sinll have hracfrq Installed per BCSI cectlonR 83, 87 or Det ils nppikabl it Apply prates to each face
of truss and po salon as shown above and on the Jotft Detals, UNvss noted otherwise.
1.
= la
Refer to dit gs 16CA-Z For standard plate posltlo-.
S A"�'E QF
MI RWl7DMPANY
Alpine, a division of ITV Bu1Any Components Group Inc shall not be responsible for any tlevlatlon from
SMs droving, any failure to bill. the truss In conformance with ANSLTPI I, or for harsift, sh poling,
'Q
W
hstallotbn L b. " of trusses.
A seat m INS drawling or cover page US*Q this drawlnp, Indkates accept— of professional
Hag near ty sorely for the design shown The sJtabllty aw use of this d—ft
far and y strucMre b don responsbglty of the &Rdng 8eslpner per MSYiPi 1 secz
=. 9® �4 0 tA \O
� e,.�
DUR. FAC, 1,15/1.25
13359 Lakefront Drive
For none InPornotfon see thts notes and these web slteaF'O�F24�lttt�
p``
Earth City.M083g45
job's general page
ALPIIM-1pineltw.conr TPI, www.tpinst.org, SBCA, ■ww.sbclndustry.orgl ICO wwvJcccafe.wV
F/f tt
SPACING 24'
STRONGBACK BRIDGING RECOMMENDATIONS I
BR10 N0700EDM
V_VUSSCAB ATTACH SCA13 WITH lOdSOVO N
(0.12/59"KMS 0r 2 ROWS AT O.C.
HOTS 1NLMU0FSRMNGASSiI0^LAP
8TRONOBACK BRIDGING M3 WERS FORAT
LEAST ONE TRUSS SPACM
STRONGBACK BRIDGING SPLICE DETAIL
NOTE. Details ! and 2 are the
ATTACH
AND BOTTOM 01
(3)10d COMdON
(4)10d BO=
attachment methods
8 PONGBACKBPDGM
SPACING
Upb IV
Nun
10 b MY
1 ror at aolsr d
WID
2r=n 4rts=h
Scb40S1=8
P utMChY
OYW41Y
Iowsatl0'Oa
'70 807TON CHORD WITH
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#10-r
All scab -on blodm shad be a minimum W stress graded lumber.'
► All strongback bridging and bracing shall be a minimum W %I ess
graded lumber.'
The purpose of strongback bridging Is to develop load sharing between
individual trusses, resulting in an overall Increase In the stiffness of the
floor system. 2c8 strongback bridging, positioned as shown in details,
Is recommended at 11Y -0' o.m (max.)
The terms bridging' and'brecing' 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
'Budging' particularly %tmngback 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 Obounce or residual vibration resulting from moving
point loads, such as footsteps.
-The performance of all floor systems are enhanced by to Installation
of strongback budging and therefore is strongly recommended by ITW
Building Compents Group Inc.
For additional infomtation regarding strongback bridging, refer to BCSI
(Building Component Safety Information)..
...two... .� T41IOi etl oe �,
,� � ate. ter. In �r� b•�. ��, h�. M m.o4. rd. b •„ mm. DO t r �Gt� �T� �., TC LL PSF REF STRONGBACK
Bddr mssm.+Sca nr 7PI sad Im sour FUUM Prior toP�o�� ur..
6"' Po >�. m4.. .e uhm.IK = .a.0 } Parm.ams .WrSW .trwm.t p.til. -4 C� //.. jV c1 TC DL PSF DATE 2/28/11
I'I arms .Mn h ■ PraPmy 01—NM rw ouaw. I.c. .m.a ra Idad roiidae aI .ua .W a.a S'Ll` � '�6
I°Wg'aiti m P. RM _ °°' �' �' �"°'• I°"'• 4•°"'I my `r°r '°'�"""' �' BC DL PSF DRWG STRBRIBRO211
•purr• Ion war v rma bj= To MAU& r cmnncm N
In swtew Cc��pammmmLL moon mr perao7 dr9 nd n. tar ear 4e.ta�aa mom ua. m nma. m e.m4 11C C LL PSF
1b. b— m oonrmm.m..tlL tA, ar rdafa.my, Lsadtiv,. s5d IashOlcP a Ea+doi r[ lnor. 17PBCG oom•uae Pl.t�
DiMaOalpor rOiapYa .r. m.L a 20AOAG a (►. VVM AM AM Us" ar/a/eo WN194 pX wA. ePpV put. to Wh rw Is rt.w
M� ...b—.toss oa ® slot Pdd.. ATE OF -TOT. ID. PSF
a .W m ma dr.r1 ar r yS.�. IaOlotm Stan ud = l
14.WP .toss. m. satLmlia .a4 0.. d thM oomP �7 �D�4' � ��' �r .
'- P.r urer/�PI t e.a 2 'Q� °�� \®� DUR. FAC. 1.00
IR- : t�d>9t .ntpmrt.mm; 1lti• �..tetodooh7�om: tee •.clrestam= 4 I� -
■m0y,Y001L SPACING