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HomeMy WebLinkAboutTruss Drawings r. A
A
RANEY COMPONENTS Cover Sheet
a-7
nev 19900 Independence Blvd. Order#
Groveland,FL.34736 JOB#136DCS1 00
XpOnentS, LLC Phone:(352)429-9429 Fax:(352)429-7429
Printed: Thu, Nov 10 2016
-Job Information: i
Address:. -
FOR Name and License Number.,
Customer Name: I Creekside Lot 100
DR Horton 8536 Cobblestone Dr
Description:
City,State,Zip:
4EFB-Flara"D"OL OW i
—Loading Information:
Roof Loads: Floor Loads:
TC Live: TC Dead: �SC Live: I BC Dead., TC Live: TC Dead: BC Live: BC Dead.,
20 7 0 10 40 10 I 0 5
----------—-—----------------------—----------- —----- ----—----------—----------- ------------------
Bldg.Code: Wind Sid: Wind Speed: Bldg.Useage: Building Type; Wind Type:
FBC 2014 RES ASCE 7-10. 160 Residential-CAT 11 C MWFRC&C&C W/M
Pages or sheets covered by this sea[from:1 thru 43 Total 43
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al 2 A2 3 A3 4 A4
5 A5 6 AS 7 A7 8 AS
9 AgG 10 A10G 11 BGE 12 B1
13 BG 14 L01 15 L02 16 MGE
17 M1 18 vi 19 V2 20 V3
21 V4 22 V5 23 ER 24 EJ3L
25 BJ5 215 BM 27 Bil 28 WIL
29 CJ7 30 CJ3L 31 FT1 32 FT2
33 FT3 34 FT7 35 FT8 36 FT4
37 FT5 38 FT6 39 FT9 40 FT10
41 FT11 42 FT12 43 FT13
1: Digitally signed by Manuel Martinez
Manuel
DN:c=US,o=ldenTrust ACES Business
Representative,ou=M AND E
ASSOCIATES P.A.,cn=Manuel Martinez,
0 ,2342,19200300,100,1,1 0109800
h4l 000014B4CF8FE960000211F
tinez...'�`
Date:2016.11.10 10:07:31-05'00'
E N
NO 04-7182
-13 t
10*-
. STAIE OF
0
0 ti
lsk% .
SERIAL
7f 00 00 0 100 00 01 4b ee 5a d I ca 99 11;(0 36
T151x item has hoer.tkaronlcsllr sr„rned and waled by Ma�u:tl Martine;,
PE I.L.LlG 04TIS2f-the dare shown almye�sInq aSHA4
..e not senside,.d sig-d and stated
and the sFA--,2uthantkatian coda rnut be vcflfjcd on afty dectrvr&
',0,'Er
Page 1 of 1
Job Number: 136DCS100 Ply:1 SEQN:675901/T15/COMN
4EFB-Flora"D"OL OW/DR HoLn MEFB-Plora"D"OL OW Qty: 2 �-RICM:-Ait DRW:
Truss Label: Al Wgt:131.6 Ibs 1 ... 11110116
7'10" 13'8" 19'6" 27'4„
7'10" 5'10" 5'10" 7'10"
D=5X6
12 5X6
p g5X6C
E
6 A
i
t�
N
i
3X10(B3)B
F=3X10(83)
a 3 A C'
J 1 H
1112X4 =5X6 1112X4
1' TV12 5'11"4 5'11"4 78"12 1'
T812 13'8" 1974 27'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCS1 Criteria A 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 I Rw /Rh I RL !W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.066 1 999 240 B 1094 /492 /639 /- /303 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.152 1 999 180 F 1094 /492 /639 /- /- /5.5
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS
EXP:C HORZ(TL): 0.068 H - B Min Brg Width Req= 1.5
Des Ld: 37.00 Mean Height:21.67 ft
NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req i 1.5
TCDL:4.2 psf Bearings B&F are a rigid surface.
Soffit: 2.00 BCDL:5,0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.484
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.481
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.547 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 D-E 835 -1224
Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 B-C 1020 -1761 E-F 1021 -1761
C-D 835 -1225 F-G 27 0
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. M
Bot chord 2x4 SP#1
Webs 2x4 SP#3 B-J 1499 -742 1-H 1495 -767
Lumber value set"l3B"uses design values J-1 1495 -742 H-F , 1499 -768
approved 1/30/2013 byALSC
Wind Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Member design based on both MWFRS and C&C.
J-C 291 -25 1-E 434 -571
�111I►�� * C-1 434 -571 E-H 291 -25
\t �� a, � D-I 737 -464
`t►`�S•`'�t`�t 047182
1�IryY 1�y2rd`jf,. ^
`Y w }i • 'R
� a• as•
IS TA O ,
SEPIAL 9:
700 00 0100 00 01.4b6e,Sc41 ca99laM36
ri•,It item hoc bncr.ckctran1-4.lped.Ad.malnd by Manecl Martino.
Pr.1%.bc..0471a11 CA Ine WlC ahbwn above u'Jt1Qa SHA.3
2uth4Ttlratiar,code.
"WARNING*' READ ANDFOLLO,U1/n�}lct�l4kTGxSlnFkdlalWdF1G4nccandscskd
—IMPORTANT" FURNISH THIS DRAWING TQ AUt.GGNIRAIBEG RS itWflt GdEh(Sut MiFd#I LERS
Trusses require extreme care in fabricating,handlin shippingylnstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI an�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI.•Unless noted othenaise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3,B7 or B10,
as applicable. Apply Oates to each face.of truss and position as shown above and on the Joinf Details, unless noted otherwise. )2efer to
drawings l60A Z.fbFstandard,platepositions,.-' 11,
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,,
listing this drawin indicates acceptance of rotessional engmeering responsibility solely for the design shown. The suifability
and use of this ��awing for any structure is tie responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:wn .t instor;SBCA:wonv.sbcindust .com:ICC:wwv.icrsate.or
i
`1
Job Number: 136DCS100 Ply:1 SEQN:675905/T16/COMN \
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:AH DRW:
Truss Label: A2 Wgt:130.2 Ibs / ... 11/10116
7'10" 13'8" 19'5"8 27'4" \
7'10" 5'10" 5'9"8 T10"8
D=5X6
12
6 3X4
fV
f�
1�
M
3X10(83)B F=4X6(A2)
43 A
I H G
1112X4 =5X6 1112X4
1' T8"12 5'114 5'11"4 T8"12
7'8"12 13'8" 19'74 27'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) De111CS1 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): 0.066 H 999 240 B 1096 /494 /639 /- /287 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(QL 0.152 H 999 180 F 1032 /458 /572 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 G - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.068 G - - B Min Brg Width Req= 1.5
Mean Height:21.67 ft F Min Br Width Req
NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 9 = -
TCDL:4.2 psf Bearing B is a rigid surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.504
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.489 Ply(Ibs Forces Per P Maximum Top Chord
Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.562 Max )
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 D-E 851 -1230
Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 B-C 1024 -1766 E-F 1064 -1778
Lumber C-D 838-1229
Value Set:13B(Effective 6/1/2013)
� op chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(1bs)
Tot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-I 1503 -805 H-G 1513 -812
' Lumber value set"1313"uses design values I-H 1500 -805 G-F 1516 -813
approved 1/30/2013 by ALSC
Hangers/Ties Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Recommended hanger connections are based on
manufacturer tested capacities and calculations. I-C 292 -25 H-E 446 -587
Conditions may exist that require different C-H 436 -572 E-G 294 -40
>c1<9#tl�3/ tj connections than indicated.Refer to manufacturers D-H 745 -484
publication for additional information.
Bearing at location x=271" uses the following a
support conditions: 1 a"�>tr
Bearing F (27'1",18'1"14)HUS26 . ,*`
Supporting Member:(2)2x6 SP#1
(14)0.148"x3"nails into supporting a~ ; No 041162
member,
(4)0.148"x3"nails into supported
member. aw
r
Wind STATE OF
Member design based on both MWFRS and C&C.
t i
SERIAL#:
7f 00 00 0100 00 01 Ott 60SC,d1 ca 90,16 f0 36
rhls Item has and..I.d by M.-O Martinets,
?F.Ist..Itc.0473021 en tha Cafes sawn abcua Using a SHA=1
authenticadcn Cade.
**WARNING— READ ANDFOLLO.�!(e41k1c�iliFkT�&�NaFkdiwsxG2h7a9NUdA1Gn4gnceandualed
**IMPORTANT** FURNISH THIS DRAWING TCkA1LI6MUZRA-&:5 RS"LtWfliNGIjT�fn4NSFALLERS
Trusses require extreme care in fabricating handlin shippingyinstailing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.,Unless noted othetwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyy
attached rigid ceillng Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 810,
as.
appticab�e: A ppTy plate�4o^eaface otrtlss and positron as'shown'above at cd ort Nte`JoirlFDeteits'untess noted othenrrise: (teferRo'
drawings 160A-Z for standard plate positions,
Alpine,a division of ITW BuildingComponents Group Inc:shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this orawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more information see this'ob's qen4al notes a e and these web sites:ALPINE:wwaal ineitw.com;TPI:wwwt instor..SBCA:www.sbcindus .tom;ICC:www.icosafe.or
Job Number: 136DCS100 Ply:1 SEQN:746038/T14/HIPS
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OIL OW Qty: 1 FROM:AH DRW:
Truss Label: A3 Wgt:145.6 Ibs / ... 11/10/16
7'10"9 13' 14" 19'5"7 27'4"
7'10"9 5'1"7 1'4" 5'1"7 7'10"9
T4
=4X4D E
12
6 ,3X4 C F�3X4
m
ih
i�
f
=4X4(A2)B �G= X4(A2a'a A
M L K J-3X4
1112X4 =3X4=3X4 1112X4
1' 7'8"13 5'3"3 8" 5'3"3 7'8"13 1'
7'8"13 '8„ 197"3 27'4"
74'4'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.063 L 999 240
Enclosure:Closed B 1094 /494 /643 /- /- /5.5
BCLL: 0.00 Lu:NA Cs:NA VERT(TL): D.145 L 999 180 G 1094 /494 /643 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 I - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.067 I - B Min Brg Width Req= 1.5
Mean Height:21.50 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
TCDL:4.2 psf id surface.rigid B&G are a
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.478 Bearings9
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0,473
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.492 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 886 -1263
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1042-1761 F-G 1042 -1761
Lumber C-D 886-1263 G-H 27 0
Value Set:13B(Effective 6/1/2013)
D-E 833-1057
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Ibs •
Bot chord 2x4 SP#1 Y( )
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-M 1499 -766 K-J 1057 -456
approved 1/3 012 01 3 by ALSC M-L 1496 -766 J-I 1496 -797
Wind
L-K 1057 -456 I-G 1499 -798
Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
MA
�l M-C 287 -39 J-F 429 -583
qy� afp, C-L 430 -583 E-J 385 -275
�Y iila7E1 r(i
D-L 385 -275 F-I 287 -41
rNo 04718
STATE OF
ON Ali- {°
SEi71AL 0:
7€00000100000141b6e5acii ca0is*36
This item hu freer.ekctranlrstiy s(y+nec snc sea1e6 by?Aam:cl V—ti—,
FF.I,'L.lic.P47ls2 t cn th&cat shown atx—zing asm,i
authcrtitatinn ca�� ,
—WARNING— READ AND FOLLO,�at4Ljc llkkT Srk lFkd6&62i�a9dhUdAlG4 caanaacaicd
`"IMPORTANT*' FURNISH THIS DRAWING T(D,,Abee�GNZRAO,-EiDRS&4GhlflDINGnaT-IFn�NStTaALLERS
Trusses require extreme care in fabricating handlin shippingyirlstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
braang per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. }defer to
drawings 180AmZsforstandard,piatL--positions
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rrrawmg or cover page,
listing this drawing indicates acceptance of processional engineerin responsibility solely for the design shown. The suitability
and use of this q�awing for any structure is the responsibility of the t�uilding Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:ew,w.sbcindust .com:ICC:wvvw.iccsafe.or
IF [ /
Job Number: 136DCS100 Ply:1 SEQN:746040/T20/HIPS
4EFB-Flora"D"OL OW 1DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: A4 Wgt:145.6lbs / ... 11110/16
T10"9 13' 14'4"i 19'S"7 27'4"
5'1"7 1'4" 5'1"7 T10"9 1 \
=4X4
=4X4 D E
12 -_3X4 C F�3X4
6
o
i�
=4X4(A2)B G=4X4(A2)
4_3 A
L K J ' 1=3X4 H
1112X4 =3X4=3X4 1112X4
1' T8"13 63"3 8"1 i 5'3"3 7'8"13
TS"13 13' 3' '8„ 197"3 + 27'4"
14'4'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.063 K 999 240 B 1096 /495 /643 /- /274 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.146 K 999 180 G 1032 /459 /576 /- /- /-
BCDL: 10.00 Risk Category:I! Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS
EXP:C
Des Ld: 37.00 HORZ(TL): 0.067 H - B Min Brg Width Req= 1.5
Mean Height:21.50 ft Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Req= -
NCBCLL: 2.00 TCDL:4.2 psf Bearing B is a rigid surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.504
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.482
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.504 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 D-E 846 -1061
Wind Duration:1.6D WAVE VIEW Ver:15,01.01.0402,19 B-C 1055 -1766 E-F 903 -1269
Lumber C-D 889 -1268 F-G 1084 -1777
Value Set:13B(Effective 6/1/2013)
_ Maximum t3ot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1
Webs 2x4 SP#3 B-L 1503 -835 J-1 1061 -492
Lumber value set"138"uses design values L-K 1500 -834 1-H 1511 -833
approved 1/30/2013 by ALSC K-J 1061 -492 H-G 1515 -833
Hangers/Ties Maximum Web Forces Per Ply(Ibs)
Recommended hanger connections are based on Webs Tens.Comp. Webs Tens. Comp.
manufacturer tested capacities and calculations.
Conditions may exist that require different iiR L-C 287 -39 l-F 439 -596
fd
connections than indicated.Refer to manufacturer ��,'k�>�51l �d,�� C-K 430 -583 E-I 390 -292
publication for additional information. tx D-K 386 -276 F-H 290 -43
Bearing at location x=27'1" uses the followingsy
support conditions: -1r �+ "�{l '*�� ° o
Bearing G (27"",18'1 14)HUS26
Supporting Member:(2)2x6 SP#1
(14)D.148"x3"nails into supporting
member,
(4)0.148"x3"nails into supported
member.
"
Wind ".. : STAB`0.
Member design based on both MWFRS and C&C.
! [ &4
le
4�
SER(At.'IY:
?f 00 00 0j 00 00 01 4bB kd1ca99 0M36
This item Tax bacr,ekcwnlrslfy sgncd snd saalad by PAanncl m.rtinc{.
?E I>L.Lk.d3'71H21 on tnc dstr Shawn abo*e King a SHw 3
sU[hCft{tatlnn Cadc..
—WARNING— READ AND FOLL0.�&LioXC EScGLb6iM6%DRAW 11f Lgnerand:ralcd
**IMPORTANT** FURNISH THIS DRAWING TCkdhMileC NZRAitx-GGRSANCIi lMGsdTkiCw,tMtT ALLERS
Trusses require extreme care in fabricating,handling shippingyimstalling and bracing.,Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety prabbces prior to performing these functions, Installers shall provide temposrryy
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro efly
attached riqid ceilin Locations shown for ppermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or�10,
as'appttcab�e:' Apply ates� eaeh'face t�f ttvssuarld pasRiorr°as shown above artdomthe'JofnfDetails^eml�ss°noted otherwise; defer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buitdi,AComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI11 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Far more inforrnatlon see this job's general notes pacie and these web sites:ALPINE:wom al ineltmcom:TPI:wnwv.t inst.or:SSCA:'wwm.sbcindust .com:)CC!www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:746042/T13/HIPS
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH FDRW:Truss Label: AS Wgt:137.2 Ibs ... 11/10/16
7'8"12 11' 16'4" 19'7"4 27'4"
7'8"12 3'3"4 5'4" TY 7'8"12 it
:5X6 ;5X6
D E
12 1112x4 C F 1112X4
6
c� 4
o n
u
io
4x4(A2)B G_4X4(A2)
T3 A H
K J I
=3X4 -5X6 =3X4
1' T10"8 5'9"8 69"S 7'10"8 1'
T10"8 13'8" 19'5"8 27'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.062 J 999 240
Enclosure:Closed B 1094 /497 /650 /- / /5.5
BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.143 J 999 180 G 1094.!497 /65D /- /- /5.5
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.027 1 - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.062 I - B Min Brg Width Req= 1.5
Mean Height:21.00 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
TCDL:4. psf Bearings B&G are a rigid surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.474 g 9
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.490
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.330 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 1242 -1711
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1091 -1758 F-G 1091 -1758
Lumber C-D 1242-1711 G-H 27 0
Value Set:13B(Effective 6/1/2013)
D-E 931 -1223
Top chord 2x4 SP 41 Maximum Bot Chord Forces Per PI Ibs s
Bot chord 2x4 SP#1 Y(Ibs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-K 1495 -811 J-1 1201 -617
approved 1/30/2013 by ALSC K-J 1201 -591 I-G 1495 -843
Wind
Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. Webs Tens. Comp.
►glfid C-K 345 -332 J-E 202 -117
� ,} D E
A&i,�F.+ D-J 201 -1 6 I-F 345 -332
`FE
No 04' 1$
STATE OF
.�
ON At,
SERIAL a:
7f 00 00 0$00 00 014b 6e Sc di ca 991c f0 36
Thlt item ha i5car,skcssanlcaify s[yoee anC"scaledty PA-1!lamina
?E JpL.LEC,04-71e21=tic Cate shown atwxc Lang a S1ip.1
1 thcr natlan CaTdJ
—WARNING" READ AND FOLL0�4(hl#�11�j�$�,F}d�I�WI�fE�lncc and sraMd
—IMPORTANT— FURNISH THIS DRAWING TOtAL6G@NaZRAI :FG R604G tU!D4MGe'Ef,IFmINSiFdALLERS
Trusses require extreme care in fabricating,handling shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
drawings-160A-Z,far-standard•plate•positions
Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI!fPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPl 1 Sec.2.
Far more information see this'ob's general notes page and these web sites:ALPINE:www.al ineit v.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.or
I \
Job Number: 136DCS100 Ply:1 SEQN:746044/T19/HIPS \
4EFB-Flora"D"OL OW/OR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: A6 Wgt:137.2lbs .. ! ... 11/10/16
7'8"12 11' 16'4" 19'7'4 27'4" \
7'8"12 3'3"4 5'4" 3'3"4 T8"12
5X6 =5X6
D E
12 1112X4 F 1112X4
6
0
in
G=3X4(A1)
4X4(A2)B
as A
J I H
=3X4 =5X6 =3X4
1' T10"8 5'9"8 5'9"g T10"8
7'10"8 13'8" 19'5"8 27'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20,00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lac R 1 U /Rw /Rh I RL 1 W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.062 1 999 240 6 1096 1499 1650 /- 1236 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.143 1 999 180 G 1032 /462 /583 1- 1- I-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 H - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.062 H B Min Brg Width Req= 1.5
Mean Height:21.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
NCBCLL: 10.00 TCDL:4.2 psf
Soffit: 2.00 BCDL:5.0 psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.498 Bearing B is a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h12 to h TPI Std: 2007 Max BC CSI: 0.499
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.339 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 D-E 945 -1228
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1105 -1763 E-F 1266 -1730
Lumber C-D 1255 -1716 F-G 1116 -1773
Value Set:13B(Effective 61112013)
Maximum Bot Chord Forces Per Ply(Ibs)
Jr Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens, Comp.
Bot chord 2x4 SP#1
Webs 2x4 SP#3 B-J 1500 -879 1-H 1207 -646
Lumber value set"l3B"uses design values J-1 1205 -654 H-G 1511 -878
'. approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Hangers I Ties Webs Tens.Comp. Webs Tens. Comp.
Recommended hanger connections are based on
manufacturer tested capacities and calculations. C-J 344 -332 I-E 202 -120
Conditions may exist that require different J-D 564 -421 E-H 581 -433
connections than indicated.Refer to manufacturert,114i9i)� #�I j D-1 203 -117 H-F 351 -341
publication for additional information.
,tg.. •..•* f A
Bearing at location x=271" uses the following �. ��� '"•„• ,t� ��,
support conditions: 4�b
Bearing G (27'1",181"14)HUS26
Supporting Member:(2)2x6 SP#1 * o471132 +�
(14)0,148"x3"nails into supporting " •;
A. r
member, .»
(4)0.148"x3"nails into supported
member. A"
Wind '', TAT F e �:
Member design based on both MWFRS and C&C. '.,
# � �%
SERIAL.#:
7f00 00 0100 00 01 4b 8k61ca0Ac1036
� This item has boon elacsie Il Wsl;aee ud s,eaiceby PAanecl martiocs,
2F.IFS.LK•tl4-T197 t en tt;c i:arC shaven 3bw king a 5HA.1
auttcrti:aCfon code_
—WARNING" READ ANDFOLLOt,"AUoAQTFtSdab6TckiaW.MMNG6gncoandsxaicd
"IMPORTANT" FURNISH THIS DRAWING TOd+ldt F�N3T�A�iCTGdF��BltldFiNdGeZhl�aNSiFILERS
Trusses require extreme care in fabricating,handling shippingyimstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid telling. Locations shown for permanent lateral restraint of webs shall have braci�installed per BCSI sections B3,B7 or 1310,
asapplica a"ApP ates'-tes^'each^face'oftrussandpositioras,showmatrovearidon°theJo' Details;'unless°noted'otfierwis1: )2eferto' '
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of professional engineerin Bg responsibility solely for the design shown. The sui[ability
and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineltw.com:TPI: www.t insLor'SO www.sbcindustry.com]CC:www.icrsafe.or
Job Number: 136DCS100 Ply:1 SEQN:746063/T12/HIPS
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: I FROM:AH DRW:
Truss Label: A7 Wgt:141.4lbs / ... 11/10/16
7'8"12 9' 13'8" 18'4" 19'7"4 27'4"
j' 7.8"12 +1'3"4+ 4"" 4,8„ 1'3"4 7'8"l2
555X6 1112X4 =5X6
D E F
T 1112X4 C G 1112X4
12
6
•
O
N
4X4(A2)B H=4Xi(A2)
1 F33 A
L K J
=3X4 =5X6 =3X4
1' T10"8 5.91.8 59"8 7'10"B 1'
T10"8 13'8" 19'S"8 27'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.071 E 999 240 B 1094 /666 /650 /- 1213 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(FL): 0.164 E 999 180 H 1094 /666 /650 /- /- /5.5
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.028 J - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.065 J - - B Min Brg Width Req= 1.5
Mean Height:20.50 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
NCBCLL: .00 00 TCDL:4.2 psf
Soffit: 2 Bldg Code: FBC 2014 RES Max TC CSI: 0.464 Bearings B&H are a rigid surface.BCDL:5.0 psf
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.493
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.209 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 1122 -1540
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1122-1763 F-G 1297 -1734
Lumber C-D 1298-1734 G-H 1122 -1763
D-E 1122-1540 H-I 27 0
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) •
Bot chord 2x4 SP#1
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"uses design values B-L 1502 -839 K-J 1350 -736
approved 1/30/2013 by ALSC L-K 1350 -705 J-H 1502 -871
Wind Maximum Web Forces Per Ply(Ibs)
Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp.
C-L 426 -373 K-F 266 -195
L-D -463 F-J -463
D-K 266 266 -195 J-G 426 426 -373
N.. . tj ��"'I E-K 251 -280
�..7��.fj' • `4.
No 047182
a
r a cc
art t�*1.
- SWAT OF
�y� j/ty�e����y� ��•fL"����
SERIAL z:
7f 00 00 01100 00 01 ab 6e Sc dl ca go Ic to 36
Thls item has boor.ckctraolrstly styned snd scaled by Ml Martine;
PE K.LIC.04 7i H71 en the Gate shown above wand a 5H-i
authcrtitatlan xadc.
—WARNING" READ AND FOLL0.1�{f�Lle�ill4 GAS QNnF4d6x6?J�e91�dF1G4gnceands"Icd
—IMPORTANT** FURNISH THIS DRAWING TadMbLoC,.GNaZRAi'is-EG RS&NlwktldD4NGodT-NEANSttTAL•LERS
Trusses require extreme care in fabricating,handlin shippingyisstalling and bracing.,Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r saffety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
rawmgs 160A Z�forstandard pWeposifions:"•
Alpine,a division of ITW Building Components Group Inc,shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The sui ability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t instor;SBCA:wrw.sbcindus .com•ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 I SEQN:746048/T18/HIPM \
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: AS Wgt:149.8 Ibs 1 ... 10/26/16
12 9' 15'1"15 19' 21'0"5 27'4"
7'8"12 1'3"4 6'1"15 3'10"1 2'0"5 6'3"11
F55X6 1112X4 =3X4 =3X4
D E F G =4X4H
1112X4 C T
12 II
6
o
vI �
4X4(A2)8 1 I�
!!3 A Em 1 18'1"14
M L K J fl12Xfi l
3X4 =3X4 =3X8 =4X4
1' 7'10"8 5'9"8 15"15 6'1"15
7'10"8 13'8" 15'1"15 21'3"13 27'4"
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl LI# Loc R /U /Rw /Rh /RL 1 W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.073 E 999 240 B 1101 1652 1693 I- /268 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.168 E 999 180 1 1027 /649 /513 !- /- /-
BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL):-0.024 C - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.050 C B Min Brg Width Req= 1.5
Mean Height:20.50 It Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= -
NCBCLL: 10.00 TCDL:4.2 psf Bearing B is a rigid surface.
BCDL:5.0 psf
Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.455
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.549
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.981 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 ft FTIRT:20(0)I10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1062 -1562
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1085-1781 F-G 1062 -1562
C-D 1244 -1733 G-H 733 -1103
Lumber
D-E 1062 -1563
Value Set:13B(Effective 6/112013)
! Top chord 2x4 SP 41 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3
Lumber value set"1313"uses design values B-M 1518 -1114 K-J 1148 -773
• approved 1/30/2013 by ALSC M-L 1377 -992 J-1 0 0
L-K 1377 -992
Hangers/Ties
Recommended hanger connections are based on Maximum Web Forces Per Ply(Ibs)
manufacturer tested capacities and calculations. Webs Tens.Comp. Webs Tens. Comp.
Conditions may exist that require different C-M 386 -326 K-G 524 365
y�ote fry
connections than indicated.Refer to manufacturer �� Yi■ t �f�
publication for additional information. M-D 512 -419 G-J 554 703
••*•�•+a• A' f;A D-K 231 -182 J-H 1384 -926
Bearing at location x=27'1" uses the following � .•„� .• j
support conditions: y"► �„• �✓E N v� �•�S� + E-K 288 -332 H-1 702 -978
Bearing I (271",18'1"14)HUS26
Supporting Member:(2)2x6 SP#1 RNo a ! •
(14)D.148"x3"nails into supporting w p
member,
(4)0.148"x3"nails into supported #
member.
Wind $TE F
Member design based on both MWFRS and C&C. 'r,• ,*,"." r*•
Right end vertical not exposed to wind pressure. *5,- ,'' 0 R
SERIAL.z:
V00 00 0100 00 01 4bCe5cd1 ca9910i036
ibis iten has Gacrs ekcuanl Wly slynec and:caterby Mane itlartinet,
,,E vi..uc.%473B21 an itia cater shown ab:[ye 4sinp a SHA4
aLEhCntica[Ien 6YCC_
**WARNING** READ AND FOLLO"ALL.AQTESJabkTH6r2 and-aind
**IMPORTANT** FURNISH THIS DRAWING TOAb6C)GUZRAI -_-512Rs ltWDINCidEhlrn,dNStTALLERS
Trusses require extreme care in fabricating,handlingshipping[yinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide tempora
bracing per 8CS1.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppe%n
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insialled per BCSI sections B3,B7 or B10,
as applicable'. App ' ates,to•each-faceiot,tfuss'and,positton'as shown, bbve,and"on't#re'Join Details; untess'noted otherwise: r�efertm
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes-page and these web sites:ALPINE:wwmal ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .com'ICC:wwwkesafe.or
Job Number: 136DCS100 Ply:1 SEQN:746050/T17/HIPS
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: A9G Wgt:151.2lbs / ... 11/10/16
7' 13'8" 20,4„ 27,4„
7, 6'8" 6,8" 7'
1113X6
C%8X8 D TC2 -8X8E
12 T 6
0
=4X12(B3)8 F=4X12(B3)
11 nT3 A G
J I H
1114X4 =7X8 1114X4
1' 6'7"12 6'6"4 6'64 67'12 _ 1'
7'1"12 + 13'8" + 20'2�"4 + 26'10" J I}-6„(
66 2 r'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PfinPSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.188 D 999 240 B 2136 /1259 /- /- /- 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.436 D 743 180 F 2136 /1259 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 H - - Wind reactions based on MWFRS
EXP:C HORZ(TL): 0.113 H - - B Min Brg Width Re 2.1
Des Ld: 37.00 q Mean Height:20.00 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 2.1
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.650
TCDL:4. psf Bearings B&F are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.552
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.763 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 27 -24 D-E 2816 -4850
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 2432 -4168 E-F 2432 -4168
Lumber C-D 2816 -4850 F-G 27 -24
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#1 :TC2 2x6 SP#1: Maximum Botns.Chord Forces Per Ply(Ibs)
Bot chord 2x6 SP#1 Chords Tens.Comp. Chards Tens. Comp.
Webs 2x4 SP#3 B-J 3674 -2120 1-H 3704 -2127
Lumber value set"l 313"uses design values J-1 3704 -2127 H-F 3674 -2120
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Loading Webs Tens.Comp. Webs Tens. Comp.
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant C-J 700 -179 1-E 1286 -772
and 1-0-0 overhang.End jacks have 7-0-0 setback }fit;>sliE;t j, C-1 1286 -772 H-E 700 -179
with 0-0-0 cant and 1-0-0 overhang.Right side jacks �r1t 1�qq �t D-I 876 -907
have 7-0-0 setback with 0-0-0 cant and 1-0-0
overhang.
Wind .`, •`•v ,�C'•s �� ,
Wind loads and reactions based on MWFRS.
ts la STATE OF 4U *
SERIAL#:
7f 00 00 0100 00 01 fb Be Sc d 1 ca 99 1e f0 3$
This itemhas been alaaranlcaly sigecC sna saalm?hy Mae el&7artinet,
PF.t;L.be.047182t an the Cate Shawn atwre L4ing a SHA=1
iVthCntr[dFlen6ilCC-
'*WARNING** READ ANDFOLLO.lA4t1cL1c�114kTFxS(r�NnFddb£e4WJA1Cd4sneeanesxake
'*IMPORTANT** FURNISH THIS DRAWING TOd b6CH ONZRAIB:50RS LktItl 4MG:iWEy UStToAL-LERS
Trusses require extreme care in fabricating,handlin shippinglainstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r satiety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
attached rl�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B1 O,
as applicab e. Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. }defer to
drawings,160A-Z.forn.standard"plate.positionsr1
Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this d9rawing or cover pa e.
listing this drawing indicates acceptance of proressional engmeerin responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2.
Far more information see this job's peneral notes page and these web sites:ALPINE:www.al ineitw.com;TPI:wanrd.t inst.or:SBCA:w .sbcindus .com;ICC:w Jcceafe.or
t r
Job Number: 136DCS100 Ply:1 SEQN:746052/T10/HIPM \
4EFB-Flora"D"OL OW 1DR Horton 14EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: A10G Wgt:175.0Ibs 1 ... 11110116
7' 13'915 17' 20'4"5 27'4"
f 7 ~ 69„15 3,Y,1 1 3,4„5 '1 6,11"11
1114X4 =4X6 =4X6
C-8X8 D E F =7X8 G
12 — T T
TC1 (a) W
0
4X12(B3)B
4�3 A 1 1
K J I=4X12 H
1114X4 =8X12 1113X10
L 1'J 6'7"12 6'6"4 77'5 6'5"11
I 7'1"12 13'8" 20'10"5 27'4"
H
Loading Criteria (psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria A 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 1 U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.178 D 999 240 B 2108 /1242 /- /- /- /5.5
BCLL: 0.0D Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.416 D 784 180 H 2251 /1302 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 C - - Wind reactions based on MWFRS
EXP:C HORZ TL 0.089 C - - B Min Brg Width Req= 2.1
Des CLLd: 10.00 Mean Height:20.00 ft ( ) H Min Br Width Re -
NCBCLL: 10.00 Code/Mist Criteria Creep Factor:1.5 g q=
TCDL:4.2 psf Bearing B is a rigid surface,
Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.630
Load Duration:1.25 MWFRS Parallel Dist:D to h/2 TPI Std: 2007 Max BC CSI: 0.552
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.732 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 27 -24 D-E 2732 -4718
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 2396 -4109 E-F 2732 -4718
Lumber Loading C-D 2734 -4721 F-G 2022 -3521
Value Set:13B(Effective 6/1/2013) #1 hip supports 7-0-0 jacks with no webs.
To chord 2x6 SP#1:TC1 2x4 SP#1: Left side jacks have 7-0-0 setback with 0-0-0 cant Maximum ns.Bot Chord Forces Per Ply(Ibs)
p 1 Chords Tens.Comp. Chords Tens. Camp.
Bot chord 2x6 SP#1 and 1-0-0 overhang.End jacks have 7-0-0 setback
Webs 2x4 SP#3:W6 2x6 SP#1: with 0-0-0 cant and 1-0-0 overhang.Right side jacks B-K 3623 -2089 J-1 3646 -2124
Lumber value set"1313"uses design values have 0-0-0 setback with 0-0-0 cant and 0-0-0 K-J 3653 -2096 I-H 12 -8
+ approved 1/30/2013 by ALSC overhang.
Maximum Web Forces Per Ply(Ibs)
Bracing Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on
member.Or 1x4"T"reinforcement.80%length of C-K 703 -173 F-1 1191 -1457
web member.Same species&SRB grade or better, C-J 1192 -711 1-G 3935 -2259
attached with 8d Box or Gun(0.113"x2.5",min.)nails ��4111ii11llfiit D-J 795 -817 G-H 1355 -2126
6"oe. �t1� iredfp J-F 1208 -684
*Y•# RK16•�A- ,T
Hangers!Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations. ,q ■ No 047182
Conditions may exist that require different ,.
connections than indicated.Refer to manufacturer
publication for additional information. a
Bearing at location x=271" uses the following w
support conditions: +
Beeping H (27'1",18'1'14)HUS26 '+, �" F low r
Supporting Member:(2)2x6 SP#1 "P°r
14 0.148"x3"nails into supporting
s
member, thy' *'"x++•'*" q +�`
(6)0.148"x3"nails into supported ���l � i + y���►
member. pY.rf$51
Wind SERIAL,F.
Wind loads and reactions based on MWFRS. 7f 00 01301 00 00 01 4b 6e$c 41 ca 99 It 1036
TRIs item has been eltaronitatiy s%nee and.calm by Manuel marriner,
Right end vertical not exposed to wind pressure. =Et=L.11e.eaas2fentiedatrsnownalwvecainga5HA-1
auttcr[katlon cxdc.
—WARNING" READ AND FOLLO#>alnt4k#e1i114kTGkS QNnF#d6u l�ia9��d4tgneeand ssakd
**IMPORTANT** FURNISH THIS DRAWING TQALi6fsOt+}3.,RAS-EGRS itWiaiMG3TkAFm4 1S-tFALLERS
Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)or safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.,Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached riggid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
asapplicable°' Apply lates^t(ieach"face,oftrussand^posifion-,as',shown°above•'and•orrtheJointEetaifs;-"uMessnoted,othervvise:I '{�eferta
-
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawingq any failure to build the
truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this cfrawmg or cover page
listing this drawingg indicates acceptance of protessional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's-general notes pa6e and these web sites:ALPINE:www.al ineitw.coim TPI.,www.t instor;SBCA:wuw.sbcindus .com:ICC:www.iccsafe.or
I
Job Number: 136DCS100 Ply:1 SEQN!7460541 T9 1 GABL
4EFB-Flora"D"OIL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: BGE Wgt:137.2 Ibs / .. 11/10/16
10'8" 21'4"
10'8"
2,8" +(TYP-j
I=4X4
H �
G K
12 F L
6 E M
M �
rrl
(O
C O
2X4(A1)B P=2X4(A1)
Q
AD AC AB AA Z Y %=5X6 W V U T S R
214
21'4" 1'
f'1' 21,4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh I RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 H 999 240 p• 81 150 138 1- Ill /255
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS
Risk Category:II
BCDL: 10.00 teo Snow Duration:NA HORZ(LL): 0.003 R - - 8 Min Brg Width Req= -
EXP:C HORZ(TL): 0.004 R - - Bearing B is a rigid surface.
Des Ld: 37.00 Mean Height:20.92 ft
NCBCLL: 10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.116 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:0 to h12
TPI Std: 2007 Max BC CSI: 0.034 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.105 A-B 27 0 1-1 325 -24
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 82 -118 J-K 271 -21
GCpi:0.18 Plate Type(s): C-D 78 -87 K-L 217 -23
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 D-E 113 -66 L-M 165 -44
E-F 165 -44 M-N 113 -66
Lumber
F-G 217 -23 N-O 78 -87
Value Set: 13B(Effective 611/2013) G-H 271 -21 O-P 82 -118
Top chord 2x4 SP#1 H-1 325 -24 P-Q 27 0
Bot chord 2x4 SP#1
Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"l3B"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
B-AD 187 -103 X-W 206 -107
Plating Notes AD-AC 196 -104 W-V 205 -106
All plates are 2X4 except as noted. AC-AB 198 -105 V-U 203 -106
AB-AA 201 -105 U-T 201 -105
Wind AA-Z 203 -106 T-S 198 -105
Member design based on both MWFRS and C&C. � ��1k311i)i � Z-,Y 205 -106 S-R 196 -104
MA&r kAA Y-X 206 -107 R-P 187 -103
sear.
Additional Notes
See DWGS A16030ENC101014&GBLLETIN1014 for +tip , '. ' Maximum Gable Forces Per Ply(lbs)
gable wind bracing requirements. +4 ,• o ' Gables Tens.Comp. Gables Tens. Comp.
No 7 1 e
C-AD 188 -103 W-J 202 -63
D-AC 96 -65 V-K 165 -73
E-AB log -74 U-L 108 -73
"I �, F-AA 108 73 T-M 109 -74
#•� SAT i * , G-Z 165 -73 S-N 96 -65
0 0 4 l y H-Y 202 -83 R-O 188 103
1-X 0 -173
SERIAL 9.
?f 00 00 0100 00 01 4b 6 e 5c-dl ca 99 tc 1`0 36
mis Stem has Leer.xkctrnnicaily sytned and soaied"M I Martine.
PE JSL.Lie.04:7162 i m it.datc Shawn above Ir-3ni7 a 5HA•1
auta:crt4attan code.
-WARNING" READ AND FOLLO)�ikklc[114>fGkScQNeFdd6Fc&?J�/1�aF1{n4sgneeateseakd
"IMPORTANT" FURNISH THIS DRAWING TOALilcC4NaZBA&-5GRS"ItWiDi Gd iTkrllaylNStTALLERS
Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r satiety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly
attached rigid ceiiing. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 93,B7 or B10,
as applicable. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to
drawings 160A-Z,.far,standard:plate:positions,. -
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the
truss In conformance with ANSIITPI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawing indicates acceptance of rolessiona� engineering responsibtlity solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t instor;SBCA:waw.sbdndust .com'ICC:www.iccsafe.or
Job Number: 136DC5100 Ply:1 SEQN:746057!T2/COMN
4EFB-Flora"D"OL OW]DR Horton 14EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW:
Truss Label: B1 Wgt:103.6lbs I ... 11/10/16
6'4"8 10'8" 14'11"8 21'4"
6'4"8 4'38 4'3"8 6'4"8
D=4X6
12
6 � _,3X4 C 3X4
m
in
iD
3X6(A1)B F=3X6(A1)
4�'3 A G
K J I H
1112X4 =3X8 =3X4 1112X4
67"12 4'5"4 1'
4" 3'1"4 6'212
1' V212 10'8" 12' 15,1"4 21'4" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
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):-0.060 J 999 240 B 867 /535 /516 /- l 245 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.092 J 999 180 F 867 /535 /516 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.023 H - - Wind reactions based on MWFRS
EXP:C HORZ TL: 0.04o H - B Min Brg Width Req= 1.5
Des Ld: 37.00 Mean Height:20.92 ft ( )
g Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:4.2 psf Bearings B&F are a rigid surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.490
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.306
Spacing:24.0" C&C Dist a;3.00 ft Rep Factors Used:Yes Max Web CSI: 0.336 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT1RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 D-E 1083 -942
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1300-1338 E-F 1300 -1338
Lumber C-D 1083 -942 F-G 27 0
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP 41 Chords Tens.Comp. Chords Tens. Comp.
But chord 2x4 SP#1
Webs 2x4 SP#3 B-K 1135 -960 1-H 1132 -977
Lumber value set"l 313"uses design values K-J 1132 -960 H-F 1135 -977
approved 1/30/2013 by ALSC J-I 1132 -977
Wind Maximum Web Forces Per Ply(Ibs)
Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp.
K-C 223 -26 D-J 582 --26
1 # 608
C-J 548 -428 E-H 224 26
J-E 547 -428
No 047182
tit 6� .a1M
YM Y r Z
" ¢L
STATE OF
0,
ref ' ON
SERIAL tt:
7f00 00 0100 00 01 4ti6+x5cd9 oa90Ici0�6
This item hds been aicctianiuiiysgnee and waled by MaeL Ivwtines,
2F.t,L.be•84'71821 cn the Batt sF.awn abo usmi;a SHA-1
aathcrtkaeicn csdr_
"WARNING** READ AND FOLLO,"Ad1e$,L4kTFtS.QbkTldlt9,QF.NWJW6gnc4 and seslea
"IMPORTANT`* FURNISH THIS DRAWING TQAk�o@ N-ZRACticIGR6"l:tlililtNG6'FMFm4NStT:A LLERS
Trusses require extreme care in fabricating,handlingshi pine�yimstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) y sa>Pety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as-applicablef,-Applyplates,t&eacMFace-oftruss,andposition"as,showrrabove�andontheJo' iDetaits+'unless'note&otherMse",- keferftcrl—
drawings 16OA-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,Installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of processional engineerihq responsibility solely for the design shown. The suilability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or'SBCA:www.sbcindust .com'ICC: www.iccsate.or
Job Number: 136DCS100 Ply:2 SEQN:746119/T21/COMN
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: BG Wgt:140.0lbs .. / ... 11/10/16
3'8"7 731 101' 14'0"15 17'7"9 21'4"
11 3'4"15 114"15 3'6"11 3'8"7
E 1114X6
12 :4X6 D F�4X6
6
n � -
ZD
�3X4 C W5 G Z�4X4
H=5X6 3C&)
=4X12(B3)B =H0308(C3)
3 q
N M L K J I
1112X4 =6X6 =6X8 =6X6 =4X6 1113X6
1 3'0"11 3'4"15 387 1'4" 3,4155 '6.11 1- I 179 + 3
3611 '4
6„ I 247
_1
6 t- 14'47
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL I W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.147 J 999 240 B 4396 /2481 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.330 J 764 180 H 6503 /3304 /- /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 1 - - Wind reactions based on MWFRS
EXP:C HORZ : 0.102 1 - - B Min Br Width Re 2.2
Des Ld: 37.00 (TL) g g=
.
Mean Height:20.92 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Reg= 3.3
NCBCLL: 00 TCDL:4.2 psf
Soffit: 200 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.494 Bearings B&H are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.869
Re Factors Used:Yes Max Web CSI: 0.543 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any
Spacing:24.0" C&C Dist a: ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
wa
GCpi:0.18 Plate Type(s): A-B 13 -13 E-F 1880 -3457
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 2480 -4451 F-G 2440 -4639
Lumber Wind C-D 2526 -4531 G-H 2896 -5612
D-E 1870 -3445
Value Set:13B(Effective 611/2013) Wind loads and reactions based on MWFRS.
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x6 SP#1
Webs 2x4 SP#3:W5 2x4 SP#1: Chords Tens.Comp. Chards Tens. Comp.
:Rt Wedge 2x8 SP#1: B-N 3960 -2200 K-J 4039 -2124
Lumber value set 1313"uses design values N-M 3967 -2206 J-1 5004 -2581
approved 1/30/2013 by ALSC M-L 3951 -2192 I-H 5039 -2596
L-K 4039-2124
Nailnote
Nail Schedule:0.1 28"x3",min.nails Maximum Web Forces Per Ply(Ibs)
Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp.
Bot Chord:1 Row @ 3.25"o.c. r��sy11617#ftr#t�
Webs :1 Row @ 4"c.c. ��t {� i+j► N-C 122 -146 L-F 658 -1375
Use equal spacing between rows and stagger nails �� ..•�..���•fjf_ C-M 77 -85 F-J 1425 -623
in each row to avoid splitting. y s,+ . 4�ar M-D 1313 -755 J-G 474 990
4"o.c,spacing of nails perpendicular and parallel to ,� r
grain required in area over bearings greater than 4" ` `�',• `.� D-L 756 -1559 G-I 775 328
E-L 2977-1 No 0 -1 8 ^ 9
Special Loads y
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at -1.00 to 56 plf at 7.06 ..
TC-From 28 pif at 7.06 to 28 plf at 10.67 ` w
TC-From 56 plf at 10.67 to 56 plf at 21.33 1 STATE OF
�f
BC-From 4 plf at 1.00 to 4 plf at 0.00 • Q t *•R
BC-From 20 plf at 0.00 to 20 plf at 7.06 ^,
BC-From 10 plf at 7.06 to 10 plf at 12.00 40� *r fib'
BC-From 10 plf at 12.00 to 10 plf at 21.33 .+ `
BC-2251 Ib Conc.Load at 7.06 1f4"J.,
J � AN
BC-1027 lb Conc.Load at 9.06 d fY.p,f f' fi ti t tA�
BC-1032 lb Conc.Load at 11.06,13.06,15.06,17.06 SERIAL e:
19.06,20.60 7f 00 00 0100 00 01 4b ee Sc d 1 ca 99'Ic 1`0 36
Tbls Item has been claeuanLA,,sisna'd and scaled by Maaual mwtinax,
?F.1%L•Uc.ad 7IS21 an ttla data,shaven above ving a SMA•1
authentiratfan cede.
-WARNING** READ AND FOLLOMd�kk1cd114kTfrrScQNnFkdlFaDlc�WJF1G4�anaaane:cakd
`*IMPORTANT- FURNISH THIS DRAWING TO#tUlc€sONaTRAGxTGDRSa4CLWD4NCodlhllarAUSiFdr,LLERS
Trusses require extreme care in fabricating,handiin shippingyim3talling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. }Refer to
drawings-160A ,fbr sgandard pWe positfons:
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI[TPI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this q-awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or'SBCA:wAwsbcindust .com'ICC:w. .iccsafe.or
r t f
Job Number: 136DCS100 Ply:1 SEQN:746014/T3/COMN
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 2 FROM:AH �DRW:
Truss Label: L01 Wgt:36.4lbs .. ! ... 1111 D11 6
5' 10,
5' 5'
4 p C=4X6
T
2X4(A1)B =2X4(A1) N
tse A FF E
1 III ZX4
1f� 9.9118Al
1i'p
1' 5' 1'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSl 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): 0.013 F 999 240 B 433 /206 /272 /- /79 13.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 D 433 /206 1272 /- /- /3.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 F - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.010 F - - B Min Brg Width Req= 1.5
.0
Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 D Min Big Width Req= 1.5
NCBCLL: 0 TCDL:4.2 psf Bearings B&D are a rigid surface.
SSoffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.195
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.219 PI P Forces Per Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.080 Maximum Top Chordy(Ibs)
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 19 0 C-D 482 -653
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 482 -653 D-E 19 0
Lumber
Value Set:13B(Effective 611/2013) Maximum Bat Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
- Bat chord 2x4 SP#1 B-F 590 -363 F-D 590 -363
Webs 2x4 SP#3
Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp.
Wind C-F 209 -31
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
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"WARNING— READ ANDFOLLO,d14d1LFcr{1l&bYtr�t(kNnFddd6Fc61�a9WJ�1fd4gredarezralad
-IMPORTANT— FURNISH THIS DRAWING TOiALf e€QNIRA--&EidR£idi4"WkitNrnaHEANSiEALLERS
Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to.and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
attached ri9id celling� Locations shown for permanent lateral restraint of webs shall have'bracln ins?ailed per BCSI sections B3,B7 or B10,
asappiieable AppWrotatesto"eactTfaze>oYtrvrssand°pasitiort as�sttownatwvearrdon'�ive3oirretaits;^oniessnotedothervvise` k2eferto "
drawings 16OA-Z for sttandard plate positions.
Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/fPI 1,or for handling shlpping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of pro)esstonal engineer'mg responsibility solely for the design shown. The suiiablilty
and use of this drawing for any structure is the responsibility.of the Building Designer per ANSI/TPI 1 Sec.2.
` Far more information see this job's general notes patle and these web sites: ALPINE:-wrw A ineitw.com'TPI:vmw.t inst.or;SBCA:www.sbdndus .com•ICC:wwvw.iccsafe.or
I
Job Number: 136DCS100 Ply:1 SEQN:746031/T5/HIPS
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: L02 Wgt:44.8 Ibs .. / ... 11/10/16
3' 7' 10,
3' 4' 3'
12
4
C=5X6
In
4X4(A2) B ���4X4(A2
)
t3 s
A F r
HH GG
1112X4 =3X4
11A 9'9"8
3'1"12 3'6"12 313118
1' 3'1"12 6'8"8 10, 1'
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 L/defl L/# Loc R /U /Rw /Rh /RL 1 W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.031 G 999 240 B 635 /268 /- /- ,!- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.069 G 999 180 E 635 /268 !- /- /- /3.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 G - - Wind reactions based on MWFRS
EXP:C HORZ TL 0.021 G - - B Min Br Width Re 1.5
Des Ld: 37.00 ( )� g q=
Mean Height:15.00 ft Code I Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL:42 psf
Soffit: 2.00 BCDL:5. psf Bldg Code: FBC 2014 RES Max TC CSI: 0.236 Bearings B&E are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.325
Maximum Top Chord Forces Per Ply(Ibs)
Rep Factors Used:Yes Max Web CSI: 0.066
Spacing:24.0" C&C Dist a: ft Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwawall:Any FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): I A-B 19 -14 D-E 497 -1334
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402,19 B-C 496 -1342 E-F 19 -14
Lumber C-D 453-1295
Value Set:13B(Effective 6/112013)
op chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Tot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-H 1255 -456 G-E 1248 -457
Lumber value set"1313"uses design values H-G 1278 -454
approved 1/30/2013 by ALSC r
Special Loads Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 55 plf at -1.00 to 55 plf at 3.00 C-H 168 0 G-D 174 0
TC-From 27 plf at 3.00 to 27 plf at 7.00 C-G 17 0
TC-From 55 pif at 7.00 to 55 plf at 11.00 t`` 11010110,1 to
BC-From 4 pif at -1.00 to 4 pif at 0.00 �
BC-From 20 plf at 0.00 to 20 pif at 3.03
BC-From 10 plf at 3.03 to 10 plf at 6.97 �tio` +.• � s'+,'K
BC-From 20 plf at 6.97 to 20 pif at 10.00 '�+ ,!
BC-From 4 pif at 10.00 to 4 plf at 11.00
TC- 100 lb Conc.Load at 3.03,6.97 Z NO 047182 .
TC- 63 lb Conc.Load at 5.00 $"> z
BC- 120 lb Conc.Load at 3.03,6.97
BC- 50 lb Conc.Load at 5.00 + '�
Wind 1 .`. STATE OF
Wind loads and reactions based on MWFRS. 1�.0 W+. _44
Left and right cantilevers are exposed to wind "0
r00 «. *
SERIAL.#:
7f 00 00 0100 00 01 db 8e$c d1 ca 491c f0 36
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"WARNING" READ AND FOLLO}�Unt4klc{11&kFG�sf�NaFkdL6WJF1Ggnceane=rates
"IMPORTANT" FURNISH THIS DRAWING TOdAUto UlaA- :5iQ26 1t(di rotiiT44Fa4NSiFAL-LERS
Trusses require extreme care in fabricating,handlin shippingyiinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI an r�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporaryry
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
attached rigid ceilin . Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10,
as applicable. App�y pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to
drawings,180A Z,f&r standar&plete,positions.,
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more intorrnation see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.or:SBCA:wµv.sbcindust .com;ICC:www.iccsafe.or
T i , V 71
Job Number: 136DCS100 Ply:1 SEQN:675899/T11/GABL
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: MGE Wgt:28.0lbs / ... 11/10/16
3' 5' 5'10"� 2
E
12 D T
4 p
C n
N t`
=2X4(A1)B N
A
F
H G
6'
3' 2' 10"4q
6
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.002 H 999 240 B• 85 /40 161 /- /17 172.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS
t Ca
tegory:II
BCDL: 10.00 RiskSnow Duration:NA HORZ(LL):-0.002 D - - B Min Brg Width Req= -
EXP:C HORZ(TL):-0.003 D Bearing B is a rigid surface.
Des Ld. 37.00 Mean Height:15.00 ft
NCBCLL: 10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0,163 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.055 Chords Tens.Comp, Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.085 A-B 19 0 C-D 12 -98
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 14 -179 D-E 6 -19
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B4O614.20 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/112013) B-H 275 -25 G-F 289 -27
Top chord 2x4 SP#1 H-G 285 -26
Bot chord 2x4 SP#1
Webs 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Gables Tens.Comp. Gables Tens. Comp.
approved 1/30/2013 by ALSC
C-H 285 -134 E-F 49 -19
Plating Notes D-G 249 -83
All plates are 2X4 except as noted.
Wind � >llill�ttf�'�
Member design based on both MWFRS and C&C. �A
Right end vertical not exposed to wind pressure.
Additional Notes ��
See DWGS Al6015ENCI01014&GBLLETIN1014 for � No 047182
gable wind bracing requirements, a * �� ✓...
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authentication cado-
"WARNING— READ AND FOLL011dn7dkWACbTE.SsR1\InThd6FzRR"JNGbgnce and zcaled
`*IMPORTANT" FURNISH THIS DRAWING TC)ih lloWNZRAfl'EGRSAW,.ItWDINOvd[MlvAUSiALLERS
Trusses require extreme care in fabricatin ,handling shippingyit*taII1ng and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI andg SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing Ter BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attacheSriggld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as appiicabte: Ap ates10"eantr face ortrossand^positiorr"as°sttowrrabove and ort the lo4nTDetails; untes9 noted ntttennise. �Fetertor
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss to conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this grawing or cover pa e,
listing this drawing indicates acceptance of provessional engineer'inq responsibility solely for the design shown. The suifabtfity
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or:SBCA:w,aw.sbcindus .corn;ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:622339/T1/SPEC
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:AH DRW:
Truss Label: M1 Wgt:25.2lbs / ... 11/1D/16
�4X4C
12
4 �
N =2X6 N _
2X4(A1)B
�5 A 07 7"4
�-
1112X4E
5'8"8
1'
518118 $♦
31-1 t
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 E 999 240 g 293 1126 /218 /- 1101 /8.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 E 999 180 D 214 /114 /137 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 E - - Wind reactions based on MWFRS
EXP:C HORZ(TL) 0.012 E B Min Brg Width Req= 1.5
Des Ld: 37.00 Mean Height:15.00 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5
TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearings B&D are a rigid surface.
Soffit: 2.00 BCDL:5.0 psf g Bearing B requires a seat plate.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.209
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.325
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 A-B 19 0 B-C 52 -131
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Chords Tens.Comp.
Bot chord 2x4 SP#1 B-E 90 -178
Webs 2x4 SP#3
:Rt Bearing Leg 2x4 SP#3: Maximum Web Forces Per Ply(Ibs)
Lumber value set"1313"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
D-E 102 -36 C-D 1340 -640
Wind
Member design based on both MWFRS and C&C.
6ii@i,rF•
A �y. No 047182AA
�-
R
� STATE
y^�*y 3C11 OF •pia.
f
SERIAL z:
7f 00 00 0100 00 01 gib 6e Sc d 1 ca 9S is f0 36
Thlr and—iea ty Manual Martinez,
PE t:L.UC.04:71E2tdot11oda1—KQWn2b-c uang a5NA-1
authmtkaticn mdc..
"WARNING" READ AND FOLLO}l &1,4iQTPLS akTMaCR"JNGL,g.andseakd
"IMPORTANT`* FURNISH THIS DRAWING TOAb6GGflNZRAG-,E RiSM4"WD1NGGdTHFnANSi ALLERS
Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face.of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to _
drawings t60A=Z'forspandardplate'postttons
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI g PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rawing or cover pa e,
listing this drawing indicates acceptance of professions engtneer'tng responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: wewv.t inst.or;SBCA:w .sbcindust .corn;ICC:vmmiccsafe.or
7 )
Job Number: 136DCS100 Ply:1 SEQN:746065/T35/VAL 1
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: \
Truss Label: VI Wgt:56.0lbs / ... 11/10/16
5'11"8 9'11"8 11'6" \
5118 4 168
C=4X4
D 1112x4
12
6 1112X4 t3
! N
[V
i A
3X4(D1)
ri
E
G 1112X4 F 1112X4 1112X4
11'6" I
5'11"8 4' 1'6"8
9'11"8 + 1'I'6
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh I RL 1 W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.032 G 999 240 A` 76 /32 /48 /- /14 /138
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 G 999 180 Wind reactions based on MWFRS
BCDL: %00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 G - - A Min Brg Width Req= -
EXP:C HORZ TL 0 015 G - - Bearing A is a rigid surface.
Des .00 Mean Height:21.48 ( )•
NCBCLL: 10.00 ft Code I Misc Criteria Creep Factor:1.5
TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.285 Maximum Top Chord Forces Per Ply(Ibs)
Soffit: 2.00 BCDL:5.0 psf
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.205 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.105 A-B T7 -183 C-D 40 -19
Loc.from endwall:not in 9.00 ft FT1RT:20(0)110(0) Mfg Specified Camber: B-C 41 -68
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:15,01,01,0402.19 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/112013) A-G 216 -55 F-E 223 -57
Top chord 2x4 SP#1 G-F 223 -57
Bot chord 2x4 SP#1
Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
B-G 354 -321 D-E 69 -43
Wind C-F 161 -118
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notesg1 � ,
See DWG VAL160101014 for valley details. A
rw •'
31. STATE OF
1
'h
l a
P
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Y �• BU
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FF.I?L.Lie.04-71821-an tte dstr shswn,txlV.sr.3ng a SHA•1
iU t}ICFC3CaFICF1 CSCC_
"WARNING" READ AND FOLLO { ct�LFc 14kTlriScQNnFkdlFc4}1 WAMCn4gnccand-led
"IMPORTANT" FURNISH THIS DRAWING TQALILCQNIRA- :Ifu RSO4C 1WDWGidT-"m4NSntTAkLERS
Trusses require extreme care in fabricating,handlin shippingylelstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
attached ngId ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as-apphcabg,.e* tppty lates•taeachsface^otrvssand^position^'as,showrrabcve°arTd clrthe JoinDetails,'urdessvnoted"otherw&s � {�efert&'
drawings 16OA-Z for standard plate positions,
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shippinwq installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing,indicates acceptance of protessional engineering responsibility solely forthe design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites:ALPINE:www.at ineitw.com;TPI:www.t inst.or L SBCA:www.skidindustry.com ICC:www.iccsate.or
Job Number: 136DCS100 Ply:1 SEQN:746067/T32/VAL
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:GM DRW:
Truss Label: V2 Wgt:44.8 Ibs / ... 11/10/16
3'11"B 7'11"B 9'6"
3'11"8 4'
C=4X4
D 1112X4
12
6 p
1112X4 6
C N_
[V
th
=3X4(D1)
AFi
1
aw
E
G 12X4 F 1112 4 1 2 4
9,6"
311"8 4'
r 3'11"8 I 7'11"B �" g.6• 'll
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.009 G 999 240 A* 76 131 /46 /- /13 /114
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 G 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 G - - A Min Brg Width Reg= -
EXP:C HORZi ft L:-0.006 G - BearingA is rigid surface.
Des Ld: 37.00 � ag Mean Height:21.98 )
NCBCLL: 10.00 TCDL: 2 psf Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.110 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.095 A-B 63 -160 C-D 43 -20
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 44 -62
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) A-G 168 -46 F-E 179 -49
Top chord 2x4 SP#1 G-F 179 -49
Bot chord 2x4 SP#1
Webs 2x4 SP#3
Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
B-G 318 -256 D-E 74 -43
Wind C-F 181 -131
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes � 1i Aplill� #J.*
See DWG VAL160101014 for valley details. 'r..r •�Fo,IAP
t��a
047182
?rr p •�i 'i1V
O .A% STATE OP
NAli-
r � V
SERIAL At:
?f 00 00 0100 00 01 4b Be Sc d1 ca 99 is f0 36
This item ha:tech etearanlcafN signed snd. Iaa ty mnnuat Ftartlner,
?E t:L.'IC.447ie11 en the dAW Shawnabo Bing a SHA,1
author[Y.atlon lade.
**WARNING** READ AND FOLLO..W6naFcjhLaT6S-Q0UjM6S<{3RAK1!N.Glgnec and stalcd
—IMPORTANT** FURNISH THIS DRAWING TO AbicC7ONZRAi&-UGdRS izWaINGdT-NE-AMtT-AL-LERS
Trusses require extreme care in fabricating,handlin shippingpk9stalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI an�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10.
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to
drawings^1'80X-,2'tbr sY.9 fdatd"platz'posifibhs.',
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIf9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawin indicates acceptance of protessionq engineering responsibility solely for the design shown. The suitability
and use of this Or-awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI:www.t insLor'SBCA:vww.sbdndust .=m'ICC:www.iccsafe.or
' Job Number: 136DCS100 1
Ply:1 SEQN:746069!T34/VAL
4EFB-Flora"D"OL OW/DR Horton 14EFB-Flora"D"OL OW Qty: 1 FROM:GM DRW:
Truss Label: V3 Wgt:33.6 Ibs ( ,,. 11(10116
L 5'11"8 7'6" i \
B=4X4
12
g � C 1112X4
N
=3X4(D1)
A v
D
E 1112X4 1112X4
7'6"
611"8
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or.=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.055 E 999 240 A' 76 /30 /44 /- 112 /90.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0,067 E 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 E - - A Min Brg Width Req= -
EXP:C HORZ TL:-0.019 E Bearing A is a rigid surface.
Des .00 Mean Height:22.48 ( )
NCBCLL: 10.00 ft.2 TCDL:4 psf Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 BCDL: . psf Bldg Code: FBC 2014 RES Max TC CSI: 0.355 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.259 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.076 A-B 64 -63 B-C 43 -16
Loc,from endwall:not in 9,00 It FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15,01.01,0402.19 Chords Tens.Comp. Chards Tens. Comp.
Lumber A-E 136 -44 E-D 136 -44
Value Set:138(Effective 6/1/2013)
Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#1 Webs Tens.Comp. Webs Tens. Comp.
Webs 2x4 SP#3
Lumber value set"138"uses design values B-E 254 -183 C-D 77 -40
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes y'1 A
See DWG VAL160101014 for valley details. No 041182
•
O 6
r y ± O
NM .� S T
+fi �yr Y.fY Nam# �C3�~
SERIAL ft:
7f 00 00 0100 00 01 4b 6e U d1 ca 991c 10 36
This item has baar, ituronlcslfy c(gacdsnd x alad by Manuti martinet, '
?E FL.Ltc.as ri92f cn the cat,shown above using a sHA-i
aiitncntkatlan totfa.
-WARNING— READ AND FOLLOI�Allcf{ll&kTGS�kNnFkdb&1�a9WdEVCabgncaaneualcd
—IMPORTANT" FURNISH THIS DRAWING TCbAa j6GGNZRA�7GdRSAWatldLlll GdTHEwa*4fi ALLERS
Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing.•Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properiy
attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insyalled per BCSI sections B3,B7 or 810,
as appii�ble:' Apply plates°to'each^face'oftrussand•posftiorruas'showrr•above^andon the°loinfQetails;''unlessnoted ottrermise: Referto'
drawings 16OA-Z for standard plate positions.
Alpine,a division of ITW Building1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing,indicates acceptance of provessional engineering responsibility solely for the design shown. The suifabllity
and use of this dawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or;SBCA:www.sbcindust .corn:ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:746071 I T36I VAL
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW City: 1 FROM:GM DRW:
Truss Label: V4 Wgt:25.2 Ibs / ... 11/10/16
3'11"g 5'6"
3'11"g 1'6"8
12 B=4X4
TC 1112X4
N =3X4(D1) T
A 1
D
E III2X4 1112X4
5'6"
3'11"B 1'6"8
3'11"8 5'6"
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.019 E 999 240 A` 75 /29 /41 /- /10 /66.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.022 E 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 E - - A Min Brg Width Req= -
EXP:C HORZ(TL):-0.007 E - - Bearing A is a rigid surface.
Des Ld: 37.00 Mean Height:22.98 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.177 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h
TPI Std: 2007 Max BC CSI: 0.134 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.057 A-B 47 -40 B-C 46 -16
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)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-E 88 -36 E-D 88 -36
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 Tens. Comp.
Webs 2x4 SP#3
Lumber value set"l3B"uses design values B-E 192 -133 C-D B4 -41
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes ti4II19.1 /td p1
See DWG VAL160101014 for valley details.
No 047182
w
STATE OF
SERIAL C:
WOO 00 01 00 00 01 4b 6e Sc d1 ca 99 1c f0 36
RJsteem hat hecr.alaaraniziliy sgnce and caalec by imo lA'artiney
Pt.I-L.M.047181 t en ter cite Shawn about using z 5HA•1
avthcati:athncadc.
"WARNING" READ AND FOLLO)/MALlc;{CgFS akTWaPR 1JNG6gncaandz-kd
"IMPORTANT" FURNISH THIS DRAWING TC)deldl G.GNIRAf:3G RSd Nwl1WD?NGd-NrmgNstTALLERS
Trusses require extreme care in fabricating,handlin shippingpitnstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10,
as applicable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to
drawings 160A-Z�for.siandard.plateaposihons,
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI g PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa '.
listing this drawing indicates acceptance of pro)essional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:w.wsbcindus .com;IM vAm.iccsafe.or
T
Job Number: 136DCS100 Ply:1 rEQN:746073/T33/VAL 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 ROM:GM F
W:Truss Label: V5 Wgt:16.8lbs / ... 11/10/16
1'11"8 3'6" I \
1'11'T } 1'6"8
12
6
B=3X4
• =3X4(D1)
A =3X4C(D1)
T
3'6n _l
3'6" J
r� 3,6n
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R I U I Rw /Rh I RL 1 W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.004 999 240 A- 75 124 /37 /- 17 142.0
BCLL: 0,00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 - - A Min Brg Width Req= -
( )t
EXP:C HORZ ft TL 0 001 - - Bearing A is a rigid surface.
Des Ld: 37.00 Mean Height:23.48
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5
TCDL:4.2 psf
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.054 Maximum Top Chord Forces Per Ply(1bs)
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.054 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 A-B 173 -127 B-C 179 -134
Loc.from endwall:not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:15,01.01.0402.19 Chords Tens.Comp.
Lumber A-C 123 -129
Value Set:138(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
t
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
'fib.•' °'•
a4 r
STATE OF
° w
i
�Y• � � 11M
Y b
s �a s4
�t�jky
fi�rjly{if#��14��t1
SERIAL#:
7f 00 00 0100 00 01 4b Be Sc d1 ca 99 1e 10 36
This iten has been t learonl"vy s(yned sad scaled by tAanucl?A.'Mes,
PS I>i.IX 041I S21 en thr Cal,shaven above m;inq a SHA-1
authentkatinncade.
—WARNING— READ ANDFOLLO."4t#c4i1LITfLSJDkHTH6%Di1?"JNG6gnecandsrs4cd
—IMPORTANT** FURNISH THIS DRAWING TQdMlule€AN�EtGxT6df�6dlV£vlttdalitJCadTM��IEJ�iF�tLLERS
Trusses require extreme care in fabricating,handlin shippingyiestalling and bracing, Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide tempora
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proPpE%
attached rigid ceiling. Locations shown for ppermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10,
asapplicablev° App ' atesto'each°fate'oFtrGss°andpositttm'asshrnrmabove°andowthe�Join Detaits, untesvnoWd-othenvise:,,. Iiferrto* '
drawings 16OA-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1,or for handling ship ,installation and bracing of trusses,A seal on this d9rawing or cover page
listing this drawingg indicates acceptance of pro essiona� engineer'mg responsibility solely for the design shown. The suitability
and use of this c1rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more infomiaflon see thislob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .corn'ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:746020 I T25 I EJAC
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 19 FROM:AH DRW:
Truss Label: EJ7 Wgt:23.8lbs ! ... 11/10116
C
12
6
M
O lr)
co
V
2X4(A1)B
A
D
7'
1 7,
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 1117 /257 /- /170 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /21 /102 /- / /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 D - C 171 /131 /85 /- !- /1.5
EXP:C HORZ(TL): 0.031 D - Wind reactions based on MWFRS
Des Ld: 37.00 Mean Height:20.00 ft
g Code/Misc Criteria Creep NCBCLL: 10.00 P Factor:1.5 B Min Brg Width Req= 1.5
TCDL:4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req= -
Soffit: 2.00 BCDL:5.0 psf -
P C Min Brg Width Req=
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Sid: 2007 Max BC CSI: 0.368
Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft P
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1 8 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Camp.
Lumber A-B 27 0 B-C 77 -160
Value Set:13B(Effective 611/2013)
Maximum
T esComptrd Forces Per Ply(Ibs)
Top chord 2x4 SP#1
Bot chord 2x4 SP#1
Lumber value set"1313"uses design values B-D 0 0
approved 1/30/2013 byALSC
r
Wind
Member design based on both MWFRS and C&C.
t$�titpl<#ip3dl��ot!
� s �
No 047162
w � �
STATE OF
.01
t:lT� 9l�iit�4
SERIAL 9=-
7f 00 00 0100 00 01 4b ee Sc d1 ca 991c f0 36
Thls itam ttas ben elactronlcsfty&tpad and waled by Manc-cl Martinar,
PF.lit.nc.ga71 B2}cn tcc daDr sF.awn ahavn�zinq a SHk3
autiinn[t:athn cads
**WARNING** READ AND FOLLO,"tQLlcjjQTFtSdGb6Tkd(eFcCdMWal`1`G61nae and sa.icd
—IMPORTANT" FURNISH THIS DRAWING TCI.Akl C-.GNaZRAe3G RSANGltWiDiNGdT-H E�USiFALLERS
Trusses require extreme care in fabricating,handlin shippingpimstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to
drawings 160A-Z-for,standard,plate.positicnsr,
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this rawing or cover page,
listing this drawing indicates acceptance of proessiona engrneerrn responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more information see this job's general notes page and these web sites:ALPINE:wmnv.al ineitw.com•TPI: www.t inst.or'SBCA:www.sbcindus .com'ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:746024/T8/EJAC \
4EFB-Flora"0"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:AH DRW:
12
Truss Label: EJ3L Wgt:12.6 Ibs / ... 11/10/16
77
4 C
T
2X4(A1) B M
,7F
A
ti
D
1�1
3,
3'
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7,00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 187 186 /149 /- /57 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL:NA
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - C 63 143 /26 /- /- /1.5
Des Ld: 37.00 EXP.C HORZ(TL):-0.004 D - Wind reactions based on MWFRS
Des Ld: : 37.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
TCDL:4.2 psf D Min Brg Width Req= -
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.159 C Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TP)Std: 2007 Max SC CSI: 0,077
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0,000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)110(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 19 0 B-C 20 -62
Value Set:13B(Effective 6/1/2013)
Maximum
Top chord 2x4 SP#1 CChords T B st Chord Forces Per Ply(Ibs)Comp
Bot chord 2x4 SP#1
Lumber value set"l3B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
1�t��,tpi�i 11 d�da)f'�rO
E iv
No 047182
��,r�;rra*♦
• ..
.-:0 STATE O�
AL � �►
SERIAL.0.
7f 00 00 0100 00 01 4b 8e Sc d i ca 991c I'0 36
this.item hoc beer.¢leeuanitntly srynae one scales by tnan¢cI maininet,
PF.I:t.tic.0471021 en inn eats zhawn ab-t L+,ing a SHA•1
a4th.nikatlnn coda
**WARNING— READ ANDFOLLO,"hlflc,¢1LaTiixSdc2iJ-nThd6sc meuakd
**IMPORTANT** FURNISH THIS DRAWING TCwkk.C�GNaW-.RA--UGRS&,igitW.B4MG:iU4F..4Mi ALLERS
Trusses require extreme care in fabricating,handlin shipping.,)irostalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryY
bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly
attache Srigid ceilin Locations shown foyermanent lateral restraint of webs shall have bracing?insalled per BCSI sections B3,B7 or�10,
as•applica e:- Pipe atestoleach•facelo trussrand,position,as shcwm'abyove*arid'orr'tffeJoin'Detaiis;,'urtlessnoted''otherwise:"-{2eferto°<,
drarrings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the
truss in conformance with ANSI PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this rfYawing or cover page,
listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2.
For more Information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC:wwwiccsafe.or
t
Job Number: 136DCS100 Ply:1 SEQN:746021/T22/JACK
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW:
Truss Label: BJ5 Wgt:16.8 Ibs / ... 11/10/16
C
12
6
tQ
o LO
M
2X4(A1) B
T A
D
1 51
51
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 /123 /208 !- /155 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /17 /70 /- /- /1.5
EXP:C
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D C 119 1115 /58 /- /- 1 1.5
Des Ld: 37.00 Mean Height:19.50 ft HORZ(TL):-0.012 D Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 D Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= -
Re Spacing:24.0 C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.00o Bearing B is a rigid surface.
"
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 27 0 B-C 53 -126
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#1 Chords Tens.Comp.
Lumber value set"1313"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
-
'• No 04!182 a
ie!
Sla STATE OF W
~ i �
SIP r
Y
1, ONA&/ ,
SEF(AL t:
7f i00 00 0100 00 01 4b 8e Sc d t ca 991C f0 06
1TIs Itenha.bccr,aktiranlz liy st^yned snd ualcdby Manucl Martinet.
2E(;L.n[.0472112T.on tfiaia o Shawn above L5411a a SHA-1
authenttraFicn Cade
**WARNING** READ AND FOLLO.,"&Uc$k0_TES.01AnTAI6%@I?AWJNGa61aneeand waled
—IMPORTANT— FURNISH THIS DRAWING Tadkb6G.GNaZRA$-UiDR64NFu4tWiDi Gdt,YF.,ANStTAkLERS
Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
attached per
Ic ceiling.Locations shown for permanent lateral rests la nt lof webs shall have bracingthnsta and
bottom
per m c sectional have
oreBl rly
as applicable. Apply pplates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
drawings 160A Z fb"arTdard-platzpositions,....-
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI 9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this grawmg or cover page,
listing this drawing Indicates acceptance of processional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.l inst.or'SBCA:www.sbcindust .com'ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:746022/T23/JACK
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW:
Truss Label: BJ3 Wgt:12.6 Ibs I ... 11/10/16
C
12
6
o LO
r- r.
2X4(A1) B c>7
CV
43
A
D
3'
3'
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 Pf:NA Ce:NA VERT(LL): NA B 193 195 /162 /- /101 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /8 /42 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0,004 D - C 64 /62 /28 /- /- 11.5
Des Ld: 37 EXP:C.00 HORZ(TL):-0,004 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:19.00 ft Code f Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5
TCDL:4.2 psf D Min Brg Width Req= -
Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.183
BCDL:5.0 psf C Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.075
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 27 0 B-C 29 -110
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Chords Tens.Comp.
Bot chord 2x4 SP#1
Lumber value set"l3B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
r� S
No 047182.
STATE
w � 4
it
SERIAL>.
7f 00 00 0100 00 01 4b ee 5c di ca 991c f0 34
Thls iten has tetr.tltctraniuVy+l-sneE snd..I.d by M....I mwtin94
?E i:i..uc.d17182}En lStc eit.•sAowR aha4e<sSny a SHA=r
� 1EittiEri[{taLl[ifl tSCt.
"WARNING" READ AND FOLLO, S,ALlejkQTFr..&akTAil&6&9.WslFGkgncd and staled
"IMPORTANT" FURNISH THIS DRAWING TCkALlleC(dNZRAGTG RS4N iAiWLllNGd IdEWNSi ALLERS
Trusses require extreme care in fabricating,handlin shippingvietstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rlqid 'I in Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910,
as a.;icabe °Appljrptatesta each face of'truss and position-as showwabove and'orr�the�Join�Details;s unless noted�otherwisee° keter°4o�
drawings 16OA-Z for standard plate positions.
Alpine,a division of ITW Buitdin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss In conformance with ANSI9 PI 1,or for handling ship ,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes�a e and these web sites:ALPINE:waw.al ineitw.com;TPI:ww.v.t inst.or:SBCA:wwmsbcindust .com;ICC:vrww.icesafe.or
Job Number: 136DCS100 Ply:1 SEQN:746023 I T24 I JACK
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW:
Truss Label: BJ1 Wgt:11.2lbs / ... 11/10/16
12
6 C
2M(A1) B M
o LID
� r
4"3 c
�- A
D
1'
1'
1'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 150 /87 /146 /- /49 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /11 /19 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C -14 /29 127 /- /- /1.5
EXP:C HORZ TL: 0.001 D - Wind reactions based on MWFRS
Des Ld: 37.00 Mean Height:18.50 ft ( ) B Min Br Width Re 1.5
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 9 q=
TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req= -
Soffit: 2.00 BCDL:5.0 psf C Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.016
Re Factors Used:Yes Max Web CSI: o.000 Bearing B is a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft P
Loc.from endwall:Any FT/RT:20(0)110(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 27 0 B-C 29 -19
Value Set:13B(Effective 611/2013)
Maximum Sot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1
Bat chord 2x4 SP#1 Chords Tens.Comp. =
Lumber value set"1313"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and CBC.
No 04718�
Y J+i �
/c�!r
STATE OF (J
10,
OVAL
SERIAL 9:
7f 00 00 0100 00 01 4b 6e Sc di ca 991c(0 3$
rhls item haz Gcen ckcuanicsliy z�nca snd scales ty IAam:el tAartlncy
?E I.`L.LiC.9471821 en the Gate shown above cling a 5HA•1
autlfen[tsaCton code.
—WARNING" READ AND FOLLOyM&Lctl)LCbTEuSjab6TWLFtDJRAMFJQ6pedendscaicd
"IMPORTANT— FURNISH THIS DRAWING TCbA66C,.3NZRAC.-EGRc8ekNQhWDI Gd-ENralNSFAL-.LERS
Trusses require extreme care in fabricating,handlin shippingyittstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigbd ce-Iin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810,
as applicable. Apply plate.to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to
drawings 160AzZ,fof standard'p(ate'positions�
Alpine,a division of ITW BuildinggComponents Group Inc,shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suigability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t insLor:SBCA:www.sbcindust .com•ICC:wwa.icosafe.or
1 \
{ Job Number: 136DCS100 Ply:1 SEQN:746025/T30/JACK
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:AH DRW:
Truss Label: BJ1L Wgt:11.2lbs / ... 11/10/16
12 �.
4 U::�-
� C
2X4(A1) B
A
D
i
1� I
1'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL !W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 132 /100 /131 /- /30 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 12 /10 /19 !- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C 3 120 /22 /- /- /1.5
EXP:C TL HORZ 0.000 D Wind reactions based on MWFRS
Des Ld: 37.00 ( )
Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
NCBCLL: 10.00 p
TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.160 D Min Brg Width Req= -
Soffit: 2.00 BCDL:5.0 psf -
p C Min Brg Width Req=
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.016
Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Spacing:24.0 C&C Dist a:3.00 ft p
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19
Lumber A-B 17 0 B-C 16 -7
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
• Top chord 2x4 SP#1 Chords Tens.Comp.
Bot chord 2x4 SP#1
Lumber value set"l3B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
No 04718 �
QYY
y
inp � s TSM
STATE O
7f 00 00 0100 00 01 lb Se U d1 ca 9916 f0 36
rhk item figs Gorr.cMctsanlutJr:ined�Ind.eased by Manual Mart€nc{,
PE IrL•Ue.a471921 en tow dab,shown abnus rising a SHA-1
authert€tatfnn cads
—WARNING— READ AND FOLLOMlit4tik#�{1lk�FxS oftLFnThd6Fe&2t�a9VVdLdCd4gnedandsca€ed
—IMPORTANT" FURNISH THIS DRAWING TOAkl6C,.GNZBA&-5 RSdNGIttdLllNGa—Mrau NStTAkLERS
Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro eriy
attached rlgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insyalled per BCSI sections B3,67 or B10,
as'applYcabie'.^'App lates..�•eactrfece�o t�ssafsd•position'as'sh'own�aboveandorrthe�:Jotr�Deteits;-unlessnotesiothenvRse:- (tefertcr
drawings 16OA-Z for standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this draping,any failure to build the
truss in conformance with ANSI/ PI 1,or for handling shippingg,.installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professional engmeenno responsibility solely for.the design shown. The sui ability
and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Far more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw,com;TPL.wvwt.t instor;SBCA:www.sbcindus .com•[CC:www.icesafe.or
Job Number: 136DCS100 Ply:1 SEQN:746027/T31/HIP_
4EFS-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:AH DRW:
Truss Label: CJ7 Wgt:42.0 Ibs .. 1 ... 11110116
1
i
I 6'3"12
f 6'3"12 T 3,6„5
j
D
I
4.24
12 g3X4 C J
�
- I
a_ I
i
C)
HB 3
2X4(Al)B
T
43 A
13 =5X6 F E
III2X4
�- 1'5" 67' 3'1"5 6"1
6'2" 9'3"5 9'1 C141
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R I U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 240 B 330 /248 /- /- /- /7.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.034 G 999 180 E 389 /222 /- /0 /0 /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 F - - D 26 /16 /- /- /- /1.5
EXP:C
Des Ld: 37.00 Mean Height:19.99 ft HORZ(TL): 0.009 F - - Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL: . psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:5.0 E Min Br psf Bldg Code: FBC 2014 RES Max TC CSI: 0.240 9 Width Req=
D Min Brg Width Req=
TPI Std: 2007 Max BC CSI: 0.325 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.252 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19
Lumber A-B 14 -13 C-D 69 -73
Value Set:13B(Effective 6/1/2013) B-C 403 -645
Top chord 2x4 SP#1
Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"uses design values B-G 598 -356 F-E 0 0
approved 1/30/2013 by ALSC G-F 586 -353
Special Loads Maximum Web Forces Per Ply(Ibs)
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp.
TC-From 0 plf at -1.41 to 55 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 9.84 G-C 289 -63 C-F 427 -709
i1l1JtF
BC-From 0 plf at -1.41 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.84
TC- -7lb Conc.Load at 1.41
TC- 128 lb Conc.Load at 4.24 4'° •` I °O• `Y "rd
TC- 238 lb Conc.Load at 7.07
BC- 23 lb Conc.Load at 1.41 4 ,`
BC- 103 lb Conc.Load at 4.24 PdC3 01 l e2 `° w
BC- 179 lb Conc.Load at 7.07
Wind s '
Wind loads and reactions based on MWFRS.
} �. STATE OF
i�� ���
No
"ritttLjdrritkt1,%
SERIAL 1±.
7f 00 00 0100 00 01 4b 0e:c-d1 cat 99 is f0 36
This Item has been eiaaranteally sh ned-and waled by ma-i Martino,
PE I%L.UC.0471821 en th.datC:haWrt abo4e LsinR a SNx•3
iGC}ICf LkaticEi Cad C.
"WARNING" READ AND FOLLO. {it4Llct{114kT�ScQ@}aFltllwsi[}hW1AlCdbgncdandscaled
-IMPORTANT- FURNISH THIS DRAWING TCliAbic ONaZRA�-EGfd.S }tUld]INGdTkdEJUStFA LERS
Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910,
as applicable. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
drawings'160A-Z•fbr standard-plate positions.,
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability
and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insLor;SBCA:www.sbcindus .com:ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:746028/T7/HIP_
4EFB-Flora"D"OL OW/OR Horton/4EFB-Flora"D"OL OW Qty: 2 FROM:AH DRW:
Truss Label: CJ3L Wgt:15.4lbs / ... 11/10/16 \
2.83 0
C
N
2X4(A1) B ,
r`
3 A
D
�1
1'5" 4'2"3
�--
412113
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeMCSI 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: 160mph Pf:NA Ce:NA VERT(LL): NA B 147 /68 /- /- !- /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 70 /3 /- /- /- /1.5
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D - C 36 /4 I- /- /- 11.5
Des Ld; 37.00 EXP:C HORZ(TL): 0.005 D Wind reactions based on MWFRS
Mean Height:15.00 ft teria Creep Factor:1.5 B Min Br Width Req= 1.5
NCBCLL: 10.00 Code I Misc Criteria 9
TCDL:4.2 psf D Min Brg Width Req= -
soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.083
BCDL:5.0 psf C Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.111
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19
Lumber A-B 9 -7 B-C 8 -2
Value Set: 136(Effective 6/1/2013)
• Maximum
T BsComptrd Forces Per Ply(Ibs)
Top chord 2x4 SP 41
Bot chord 2x4 SP#1
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Special Loads
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -1.41 to 54 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 4.18
BC-From 0 plf at -1.41 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 4.18
TC- 5 lb Conc.Load at 1.41
BC- 24lb Conc.Load at 1.41
Wind 's .• ti,� +J� A+Sj�
Wind loads and reactions based on MWFRS.
�+ No 0471$2
A`
a` d as
a•x
d 'STATE OF
O Olt,
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SEMAL 0:
It00 00 0100 00 01 4b 6e.,Scdtca"1cf00$
mrs itcrn bas daert�Icciranirattr s�ncd and sealed 6y rAonutr rown-,
ar.I+L.Li[.a47193 i en the date t4iaW rt aVxiue ring a 5HA-1
aU EhentSiaFlefl IQCC.
-WARNING" READ AND FOLL01�ht44Fctill4kF�QLknFkd6fch�lNJFJsn4gnccaneuskd
`"IMPORTANT- FURNISH THIS DRAWING T®dhit!!eMNERAQ-TaiG RS ktU1f1 GiT-ldlaylMtTALLERS
Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing.,Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinfq installed per BCSI sections B3,87 or 810,
as appticabfet'App atesto°eaeh face oS2rwss antt'posititm°as stmwTt abode and otrtfity Join 13ets4ts; unless no
ofYteravise ^)Refer
drawings 160A-Z for sandard plate positrons.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI I PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page..
listing this drawingg indicates acceptance of processional engineering responsibility solely for the design shown. The suI ability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ab's Qeneral notes pacie and these web sites:ALPINE:www.a{ineitw.com•TPI:wnw.t inst.or:SBCA:wwo.sbeindust .com;ICC:www.icrsafe.or
Job Number: 136DCS100 Ply:1 SEQN:6223421 T41/SY42
4EFS-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW:
Truss Label: FT1 Wgt:109.2 Ibs Page 1 of 2 I ... 11/10116
�-1'4"
(TYP)
=2X4 W=3X4 =2X4
A B C D E F G H I J K L M N O P Q R
AL S
V
=2X4A
2L8
AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V U
W=3X4
19'11"8 I
19'11"8 _I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh I RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 T' 109 /- /- /- /- /239
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface.
EXP:NA HORZ(TLi : 0.001 R
Des Ld: 55.00 )Mean Height:NA ft
NCBCLL: 10.00 TCDL: psf Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 1 0 J-K 1 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 1 0 K-L 1 0
Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 0 L-M 1 0
1:NA GCpi:NA Plate Type(s): I D-E 1 0 M-N 1 0
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 1 0 N-O 1 0
Lumber F-G 1 0 O-P 1 0
G-H 1 0 P-Q 1 0
Value Set:13B(Effective 611/2013) H-I 1 0 Q-R 1 0
Top chord 4x2 SP#1 I-J 1 0
Bot chord 4x2 SP#1
Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
AK-AJ 0 -1 AB-AA 0 -1
Bracing AJ-AI 0 -1 AA-Z 0 -1
Sheathing is required for any longitudinal(drag) AI-AH 0 -1 Z-Y 0 -1
forces.All connections to be designed by the building AH-AG 0 -1 Y-X 0 -1
designer. AG-AF 0 -1 X-W 0 -1
Fasten rated sheathing to one face of this frame. %%t'111klwM11111A AF-AE 0 -1 W-V 0 -1
Plating Notes AD-AC 0 1 U-T 0 1
All plates are 2X4 except as noted. } �t y� f'�� AC-AB 0 -1
Additional Notes +w No 047182 : Maximum Web Forces Per Ply(Ibs)
-b
Webs are square cut except dbl diagonals or as Webs Tens.Comp. Webs Tens. Comp.
otherwise shown. +
Truss must be installed as shown with top chord up.
"" • ; "" AL-AM 0 -2 R-T 0 -4
A-AK 0 -5 T-S 0 -7
-. STAT E QF
• , �,«;, +a Maximum Gable Forces Per Ply(Ibs)
4a.�/�� a+«1 Gables Tens.Comp. Gables Tens. Comp.
@,. ' w: B-AJ 0 -107 J-AA 0 -133
Jy ( ,� f C-AI 0 -139 L-Z 0 -133
D-AH 0 -132 M-Y 0 -133
SER(AL z; E-AG 0 -134 N-X 0 -134
7f00 00 0100 00 01 4b6e5cd1ca0'tc(036 F-AF 0 -133 O-W 0 -132
rtdc itemi—beeneler nleatte&gned and a Ic¢by PAmnccl mwkiI G-AE 0 -133 P-V 0 -139
26I-L.ue.947191t en tn.tiue Zh..n oba a c:Iny a SHA•1 H-AC 0 -133 Q-U 0 -107
authentttatfan<oda
"WARNING" READ ANDFOLLO,M44Fcy{114kTG,ScQNnTkd6 [Oh�4WJF1Ganceanascalca
—IMPORTANT" FURNISH THIS DRAWING T(3dhtlteC..GNZRAfiTGRS wttldDiNGdT-MFm INSiFALLERS
Trusses require extreme care in fabricating,handlin shippingyiststalling and bracing.,Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attached n id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10,
as applicable. App�y plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to
drawings tHA Z forstandard,plate,positions:'
Alpine,a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI1TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing or cover page,
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor;SBCA:waw.sbcindus .com;ICC:wv .iccsafe.or
Job Number: 136DCS100
Ply.1 SEQN:622342/T41!SY42
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH 7DRW:Truss Label: FT1 Wgt:109.2 Ibs Page 2 of 2 / ... 11/10/ 66
I-AB 0 -133 \
1
`tr � t•«r«�rk« I
y No 047182 - Y
"• s •71� wr
STATE OF
Ile ;0
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• VVV
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SERIAL 0,
7f OO OO Oi OO OO Of 4b 6o Sc di ca 991c fO 3B
This it.,hoc bn alacuanicslirxktned snd scalm by?Aammci Warlinac,
Ltc.ad 1182 fen liic eatr shaven abavn I ms a SHA.•1
wNcrrlcatloncadc.
**WARNING** READ AND FOLLO."AkJ;ct{lI4kTFtS.U61kdL%DR Jt4G6,.Vand—kd
**IMPORTANT** FURNISH THIS DRAWING TOIAb6CGtJaTRAaIG RS"IiWI)WGdTME�MiALLERS
Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and'SBCA)fc safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
atta_heSri9gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections S3,B7 or B10,
as applicable Apply plates ho-eacty face af'truss anrtposition as shown strove artd orrthe Joint°DetaHs orrless*rtot�d tstherwise 4Zefer ttr
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawl n any failure to build the
truss in conformance with ANSI 1,or for handling shippingg,installation and bracing of trusses.A seal on this dgrawing or cover pa e,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suifability
and use of this Orawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more information see this'ob's cieneral notes page and these web sites:ALPINE:www.al i6e!tw.com•TPI:www.t inst.or:SBCA:www.sbcindust .com;ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:622347/T38I SY42
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 5 FROM:AH DRW:
Truss Label: FT2 Wgt:142.8 Ibs / ... 11/10116
9 "12
7'3"8 II-- 9'3"8 4 19'11"B
7'3"8 r 2' ; 10'512
3"12 1_3„12 1'4"4'i 1'3„12 1,3„1—� �--�
III2X4 1112X6 =5X6 =2X4
=2X4 1112X4 1116X8 W=3X4 =3X4 1112X4 III2X4
AD A B C D E F G H I J K L M N O P Q
=2X4AE +
X W V U
AC AB AASZ(gY 1115X6 =5X8 =4X4 T S R
W=3X4
19,11"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.379 H 616 360 AC 1084 /- /- /- /- /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.593 H 394 240 R 1085 /- /- /- /- /4.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Req= 1.5
EXP:NA
Des Ld: 55.00 HORZ(TL): 0.076 R R Min Brg Width Req= 1.3
Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings AC&R are a rigid surface.
NCBCLL: 10.00 TCDL:NA psf g
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.534 Bearing AC requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.712
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 -4604
Wind Duration:NA WAVE VIEW Ver:16.01.016.0614.20 B-C 0 -1891 J-K 0 0
Lumber C-D 0 -3329 J-L 0 -4086
Value Set:13B(Effective 6/1/2013) D-F 0-3329 L-M 0 -3305
E-F 0 0 M-N 0 -3305
Top chord 4x2 SP#1 F-G 0-4618 N-O 0 -1896
Bot chord 42 SP#1 G-H 0 -4624 O-P 1 0
Webs 42 SP#3
H-I 0 -4612
Lumber value set"1313"uses design values
approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 4X6 except as noted. AC-AB 1059 0 W-V 4392 0
AB-Z 2708 0 V-U 0 0
Camber AA-Z 0 0 V-T 3809 0
B detail DEFLCAMB10114 for camber reccomm recommendations. 0��1�'�i � t��y Y-X 4034 0 S-R 1061 0
+13 OrF� l r
+a .' ■- lt, r+ X-W 4624 0
Additional Notes 1� - ,•`+1EJ
+2x6 continuous strongback.See detail + ` �`p ••� ��
STRBRIBR1014 for bracing and bridging No 0471 82
recommendations. � �. Maximum Web Forces Per Ply(Ibs)
„� . Webs Tens.Comp. Webs Tens. Comp.
; _+ ,-�
Webs are square cut except dbl diagonals or as " AD-AE 0 3 W-J 621 66
otherwise shown. A-AC 0 -41 J-V 0 -425
Truss must be installed as shown with top chord up. + ; AC-B 0 -1474 _ V-L 386 0
STATE OF � B-AB 1157 0 L-T 0 -684
+'ps{ ti,�= ��� AB-C 0 -1136 M-T 0 -79
C-Z 844 0 T-N 822 0
� < D-Z 0 -89 N-S 0 -1119
t�tyq°* Z-F 0 -959 S-O 1161 0
NA F-X 1381 0 O-R 0 -1477
3py�yf$i!3l �,�� X-G 0 -918 P-R 0 -40
SERIAL 0. H-W 0 -326 R-Q 0 -7
7f 00 00 0100 00 01 4b 6e Sc d 1 ca 991c f0 3$
Thisitem11.:Geer.tkc nlWiss:.ncd And m.led GyrA.net1 Martinez,
PE I%L.uc.tt471811 en tSi¢Catr sh�wn.baNe L:ln(J.SHAM
authentic.€icncode.
"WARNING" READ AND FOLLOkLy�tT[rScQ@FnFhdbst&}Ji?a9u4JAlG4dnceandzcskd
"IMPORTANT** FURNISH THIS DRAWING TmrAkj6C,..GN.ZRA-&,T RSdMiiWE14MGdT},lEn StTALLERS
Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
attached ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to
drawings.160A-Zlbr.siandacci plate•.position-% .,
Alpine,a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing indicates acceptance of protessional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:ww.t inst.or:SBCA:www.sbcindust .com'ICC: ww J=afe.or
Job Number: 136DCS100 Ply:1 SEQN:622350/T29/SY42 \
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:DJH DRW:
Truss Label: FT3 Wgt:105.0Ibs .. / ... 11110/16
7'3"8 9'3"8 9' "12 16'2"8
7'3"8 2' '4 6'8"12
} ,3
f—1 3 �{ �' 'i 1�_'I I
'i 1'3"12 11'3"12, h1 2"1� �- 1'3"4{
* III2X4
i 1112X4 =4X4 III2X4 1113X4 1112X4 =4X4 1112X4
A B C D E F G H I J K
T 31 V 2 4 L=2X4
_ =2X4
1 3'8
U T S R Q P O N
=4X =3X6 1113X4 1114X4 =3X6
W=H0308
16'2"8
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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): 0.185 F 999 360 U 878 /_ /_ /_ /_ /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.307 F 613 240 M 879 /_ /_ /_ /_ 13.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 B - - U Min Brg Width Req= 1.5
EXP:NA HORZ : 0,056 B - - M Min Brg Width Req= 1.3
Des Ld: 55.00 (TL)
Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings U 8 M are a rigid surface.
NCBCLL: 10.00 TCDL:NA psf Bearing U requires a seat plate.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.743
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.412 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 1 0 F-G 0 -2762
Wind Duration:NA WAVE,HS VIEW Ver:16.01.01B.0614.20 B-C 0-1470 G-H 0 -2442
Lumber C-D 0-2451 H-1 0 -2442
D-E 0-2451 1-1 0 -1471
Value Set:1313(Effective 6/1/2013) E-F 0-2756 J-K 1 0
Top chord 4x2 SP#1
Bot chord 4x2 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 4x2 SP#3
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC U-T 848 0 Q-P 2762 0
T-S 2064 0 P-O 2760 0
Plating Notes S-R 2699 0 O-N 2063 0
All plates are 4X6 except as noted. R-Q 2699 0 N-M 848 0
Additional Notes 0111 Maximum Web Forces Per Ply(Ibs)
�1( #
+2x6 continuous strongback.See detail g{.'�t' IjiJ#. Webs Tens.Comp. Webs Tens. Comp.
STRBRIBR1014 for bracing and bridging M1ly. f
recommendations. ; V-W 0 3 P-G 145 70
Q
t, +� ' r► A-U o -41 G-0 0 -648
Webs are square cut except dbl diagonals or as i S **e C� ,4 U-B 0-1181 H-0 96 -135
otherwise shown. +` +!"
NO 047182 p �, B-T 864 0 o-I 515 o
Truss must be installed as shown with top chord up. +, „ * «sR T-C o -827 I-N 0 -824
C-S 527 0 N-J 866 0
: +
D-S 0 -98 J-M 0 -1181
S-E 0 -419 K-M 0 -40
STATE OF +« y`' E-Q 457 -163 M-L 0 -7
•* ��. s"� Q-F 57 -321
Oil11ra
SERIAL 9:
if 00 00 01 00 00 01 4b 6e Sc di ca 99 le f0 36
This Item bet b scaled by Mass-]Martine;,
?E(FL.L,c.04 7187 t cn ti,c eats shown aboa¢-ing a SHA-1
• ai1t31Cnti[atl¢n CildC.
"WARNING** READ AND FOLLO,"&LFc4kkTES Qt4mTWlk'e6}RAWdNGbgnce,andsealed
"IMPORTANT** FURNISH THIS DRAWING TC).Ak C.GNZRAGiEGRS ltWZ)4NGdTE+drn1NStTAkLERS
Trusses require extreme care in fabricating,handlingshippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl r gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as^applica er ApptY piatem4 each face truss and position,assfimm abmeland�omth2 Joirrt t3etaiis,�uniessnoted otfierwiser ?ef&to
drawings 160A-Z for standard plate positions,
Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the
truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this c rawing or cover page
listing this drawing,Indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbctndust .com•ICC:www.iccsafe.or
[41EFB-Flora
ob Number: 136DCS100 Ply:1 SEQN:622352/T28/SY42
"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW:
russ Label: FT7 Wgt:33.6lbs .. / ... 11/10/16
i
�32 �-6,
'6"
i
II
3X4 III 2X4
1112X4 C4
A B D I
i
-'— =2X41 E=2X4
- I
1
H G F
3X4
=3X4 =3X4
I
i
4
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: 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): 0.002 G 999 360 H 207 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 G 999 240 F 207 /- /- /- /- /4.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - H Min Brg Width Req= 1.5
EXP:NA
Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 F - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Bearings Code/Misc Criteria Creep Factor:1.5 H&F are a rigid surface.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.042 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0
I:NA GCpi:NA Plate Type(s): B-C 0 -108
Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#1 H-G 99 0 G-F 99 0 -
Bot chord 4x2 SP#1
Webs 4x2 SP#3
Maximum Web Forces Per Ply(Ibs)
Lumber value set"138"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
I-H 1 -6 G-C 46 0
Additional Notes A-H 44 0 C-F 0 -261
Webs are square cut except dbl diagonals or as H-B 0 -261 D-F 44 0
otherwise shown. B-G 46 0 F-E 1 -6
Truss must be installed as shown with top chord up.
No 047182-
a
• 7'r 1
,p • 4
.a° _
♦ STAT F �•'^rJ'err
OR
Y31i1t6��111
SERIAL
7f 00 00 0100 00 01 4b 6e Sc d1 ca 99 1c 1`0 36
This item haz Geer.elenranlrstry zyanca and u Icaby?,4 u lMartlnac,
2F.I`'.•Uc.13471e2ten Vie Cataahown above-Ing a SllAal
avC1:Cft{tatlCn«YJ C.
"WARNING— READ AND FOLLOkAlinLFctlll4kFli«ScQNnFkd6�Rhb9AN�A1Cn�ignacanescatcd
—IMPORTANT" FURNISH THIS DRAWING TmdMil6€OUlRA16-fi RS9NCliWDINGodZhlfnaN nifALLERS
Trusses require extreme care in fabricating,handlin ship pingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
drawings,160A-Z for standard,plate,positionst
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI gPl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e.
listing this drawing,indicates acceptance of pro essrona4 engineertng responstblllty solely for the design shown. The sui9abllfty
and use of this awing for any structure is the responsibility of the t3uilding Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: wwn.t insLor:SBCA:www.sbcindus .com'ICC:www.iccsafe.or
Job Number: 136DCSI00 Ply:1 SEQN:622354 J T26/SY42
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW: \
Truss Label: FT8 Wgt:35.0lbs / ... 11/10/16
f`,� F 31
F3 I !- -ro{6 -�
2'6"
III 2n,X4=38X4 =C 4 II pX4
T =2X41 E=2X4
"v
IL-risz
H —X4 F
3X4 =3X4
4'0"8
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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): 0.002 G 999 360 H 210 /- /- !- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 G 999 240 F 210 !- !- /- I- /4.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - H Min Brg Width Req= 1.5
EXP:NA
Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 F - F Min Brg Width Req= 1.5
NCBCLL: 10.00 TCDL NA psf Code I Misc Criteria Creep Factor:1.5 Bearings H&F are a rigid surface.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.043 Maximum Top Chord Forces Per Ply(Ibs)
P
Spacing:24.0 C&C Dist a:NA ft Re Factors Used:Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp.
"
Loc,from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0
I:NA GCpi:NA Plate Type(s): B-C 0 -112
Wind Duration:NA WAVE VIEW Ver.16.01.01B.0614.2D
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#1 H-G 102 0 G-F 102 0
Bot chord 4x2 SP#1
Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"l3B"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
I-H 1 -6 G-C 46 0
Additional Notes A-H 40 0 C-F 0 -260
Webs are square cut except dbl diagonals or as H-B 0 -260 D-F 40 0
otherwise shown. B-G 46 0 F-E 1 -6
Truss must be installed as shown with top chord up. �0�t�3lftiF��l�4
,,tip '�>~G E N
No 047182
LU
STATE OF
Yll ~ : AtM1
r ( +* 4L,+s
,,. y-��r as%iry+'�' �1,�'•�'fit.
�r'+'oxli#ioO
SERIAL x:
71'00 00 0f 00 00 014b 8e Sc d1 ca 99 fc 10 38
Tblt item has!rear•alactranlcatty s4rnac and saalad ty PA-110mb—,
2E tFL.Lta.as r1e2t an we mate T1,—R abnQe Lsing a St1A.1
authartkatlarcode_
"WARNING" READ AND FOLL0.1M&1,k}.$iC-,TFtSiat4mT LSF D AWJNQL.�anacandstal d
—IMPORTANT" FURNISH THIS DRAWING TC),AL�.GONZRA-&'EiDRSdNCLtWDINGdT4Arm. tsiALLERS
Trusses require extreme care in fabricating,handlin shiitpingyinstallingand bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI an SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ri Id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as'appticab�e Appigy pates to eacis face of 4russ and posititm as shown atrove and on the'Jotinf Details, unless sToted othetvvise: {Zefertc; '
drawings 16f1A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI] 1,or for handling shippin ,installation and bracing of trusses.A seal on this any
or cover pag,e,
listing this drawing indicates acceptance of protessiona� engineering responsibility solely for the design shown. The suitability
and use of this yawing for any structure is the responsibility of the wilding Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t insLor:SBCA:www.sbcindust .com;ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:622358 1 T27/SY42
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:DJH DRW:
Truss Label: FT4 Wgt:142.8lbs I ... 11/10/16
9'2"i12
738 938 20 l
7'3"B 2' 10'6"4
I--113„1�1 f 3„1 �I
III2X4 1112X6 =5X6 =2X4 ,
=2X4 1112X4 1116XS W=3X4 =3X4 1112X4 1112X4
a"e
AD A B C D E F G H I J K L M N O P (�
=2X4AE +
=XB 3�'8
X W V U
AC AB AA 5X8 Y 1115X6 =5X8 =4X4 T S
W=3X4
20'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.382 H 612 360 AC 1086 /- /- /- /- /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.597 H 391 240 R 1088 /- /- / / /4.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Reg= 1.5
Ld: EXP:NA HORZ(TL): 0.076 R - - R Min Br Width Re 1.3
Des CL 10.00 Mean Height:NA ft g q
NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings AC&R are a rigid surface.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.540 Bearing AC requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.717
P Spacing:24.0 C&C Dist a:NA ft
Re Factors Used:Yes Max Web CSI: 0.662 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.
l:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 -4623
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0 -1896 J-K o 0
Lumber C-D 0-3337 J-L 0 -4100
D-F 0-3337 L-M 0 -3315
Value Set:13B(Effective 611/2013) E-F 0 0 M-N 0 -3315
Top chord 4x2 SP#1 F-G 0 -4636 N-O 0 -1901
Bat chord 4x2 SP#1 G-H 0-4642 O-P 1 0
Webs 4x2 SP#3
H-I 0-4630
Lumber value set"1313"uses design values
approved 1/30/2013 by ALSC
Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 4X6 except as noted. AC-AB 1061 0 W-V 4408 0
AB-Z 2714 0 V-U 0 0
Camber �7�11:tid#P�1 AA-Z 0 0 V-T 3821 0
8
DEFLCAMB10114 for camber recommendations.etail � �y �f j Y-X 4048 0 S-R 1063 0
9'� +•�{'jF ,•• X-W 4642 0
Additional Notes
+2x6 continuous strop back.See detail `s ,•` '. 0
9 „ 8„ Maximum Web Forces Per Ply(Ibs)
STRBRIBR1014 for bracing and bridging .a No 04 T ,r+.
�+ s Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as + v. AD-AE 0 -3 W-J 622 -67
otherwise shown. • « A-AC 0 -42 J-V 0 -427
Truss must be installed as shown with top chord up. + .n AC-B 0 -1477 V-L 389 0
STATE OF 4' �� B-AB 1161 0 L-T 0 -688
+ AB-C 0 -1138 M-T 0 -79
C-Z 846 0 T-N 825 0
�yj "+.#••, .•' �"s} D-Z 0 -89 N-S 0 -1122
-960 O-R 116
F-X 1391 0 -1480
14it X-G 0 -924 P-R 0 -40
SERM 9-7f00 00 0100 00 014b 5cd1ca99 t103$ H-W o -321 R-Q o 7
ThlI itc has PAaaunl A/,arcinc;
?E.Ivt..I.1c.U471621en lt,c=a_'zhawa abax a agaSHkI
a�Fhcrdt:anon<o�e.
—WARNING" READ ANDFOLLO.�U�}ciA14kTF>ScQNnFkdla�67h�W�f1G4�ncsacdsraMd
"IMPORTANT" FURNISH THIS DRAWING TCliAU G@N-hdAruz3GRSdNGIt DiNGdT-4,lmy NSiALLERS
Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )Refer to
drawings^16t3A-Z,for,standard'plate,positions�^
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss In conformance with ANSI PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this rirawmg or cover pa ',
listing this drawing indicates acceptance of rofessional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: www.t inst.or'SBCA:"m.sbandus .com'ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:622362/T42 1 SY42 \
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 5 FROM:DJH
DRW: \
Truss Label: FT5 Wgt:145.61bs ., ! .. 11/10/16
7 3 8 9'3"8 20'1"
7'3"8 2
10'6"8
r � ~3 1� �3 1�
L
L1 1 f '� �'I 3 1
III2X4 III2X6 W=3X4 I =_2X4
=2X4 1112X4 1116XB 1116X6 3�'8 =5X6 =3X4 1112X4 1112X4
ADA B C D E F G H I J K L M N O P
� Q
=2X4AE +
3"8"8
X W V U
AC AS
SXS Y 1116X6 -5X8 -4X4 T S R
W=3X4
20'1"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl Ll# Loc R /U I Rw i Rh 1 RL 1 W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.389 H 604 360 AC 1091 !- 1- 1- /- /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.608 H 386 240
Category:N ( ) R 1092 /- /- /- /- /5.5
BCDL: 5.00 g ry A Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Req= 1.5
Des Lei— 55.00 EXP:NA HORZ(TL): 0.077 R - R Min Brg Width Req= 1.3
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AC&R are a rigid surface.
TCDL:NA psf
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.541 Bearing AC requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Sid: 2007 Max BC CSI: o.729
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.675 Maximum Top Chord Forces Per Ply(Ibs)
Loc,from endwall:NA FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 1 0 I-J 0 -4663
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1906 J-K 0 0
Lumber C-D 0-3354 J-L 0 -4129
Value Set:13B(Effective 6/1/2013) D-F 0 -3354 L-M 0 -3334
Top chord 4x2 SP#1 E-F 0 0 M-N 0 -3334Sot F-G 0-4673 N-O 0 -1910
Webs 4x2 SP#3 chord 4x2 #1 G-H 0-4679 O-P 1 0
We H-I 0-4667
Lumber value set"138"uses design values
approved 1/30/2013 by ALSC
Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 4X6 except as noted. AC-AB 1066 0 W-V 4439 0
Camber AB-Z 2728 0 V-U 0 0
}�1Z�16D � � AA-Z 0 0 V-T 3846 0
Max JT VERT DEFL:LL:0.39"DL:0.27".See detail �k X¢ Z-Y 4076 0 T-S 2722 0
DEFLCAMB1014 for camber recommendations. ` ��. �� �� Y-X 4073 0 S-R 1068 0
•,••...s'..br•• X-W 4679 0
Additional Notes {j1
+2x6 continuous strong back,See detail
` Maximum Web Forces Per Ply(Ibs)
STRBRIBR1014 for bracing and bridging NO, 471$� � Webs Tens.Comp. Webs Tens. Comp.
recommendations. ;` « + p• p•
Webs are square cut except dbl diagonals or as + " AD-AE 0 -3 W-J 629 63
otherwise shown. ,� A-AC 0 -42 J-V 0 -431
Truss must be installed as shown with top chord up. +. _ �� AC-B 0-1484 V-L 394 0
STATE OF ` " B-AB 1168 0 L-T 0 -696
y� i
�,+ '. a AS-C 0 -1143 M-T 0 -78
'�i�' h Q • � '4 C-Z 851 0 T-N B32 0
"{o`��ty'py "*:«i�•* -112
� Z-F 0 -978 S-O 1171 00
0 A ��`"�° F-X 1418 0 O-R 0 -1487
1
X-G 0 -944 P-R 0 -40
SERIAL#:
7fOOOOOIOO00014blie5c41ca99isf036 H-W 0 -80 R-Q 0 -7
H-W 0 -240
this item haz Garr.tlecuanl[ariy zignae and waled Gy IAancel Mar[fna{,
7F.i>L.IJC.04 r707i CA trC dafC:AoWn itNl4a 4iin{J aSY.A=I
w[hantiraticn coda
"WARNING— READ AND FOLL0,1A/nh>kFe;�kkT�S Q{}nFkdbts 6�a�WdFJ�a4gnceandzxaled
—IMPORTANT" FURNISH THIS DRAWING TCIAb6CONZRAG.,SQRS ltWDiNGdT-44int NstT ALLERS
Trusses require extreme care in fabricating,handlingshipping;pinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ri id ceiling. Locations shown for ppermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10,
asappli e5 ^PP at�stoeactYfaeeOftross°andpasitiomasshawtrtrabo arrdnrrthe'Jan Detalts; unless'neted�otherwise: );tefer,0
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/rPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pagge.
listing this drawing indicates acceptance of professional engmeerm�q responsibility solely for the design shown. The suifablllty
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ab's general notes parle and these web sites:ALPINE:v�wr.a1 ineitw.com:TPI:www.t inst.or:SBCA:ww6v.sbcindus .com:ICC:www.iccsafe.or
Job Number: 136DCSI OD Ply:1 SEQN:622365/T4/SY42
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OIL OW Qty: 1 FROM:DJH DRW:
Truss Label: FT6 Wgt:109.2 Ibs Page 1 of 2 / ... 11/10/16
7+1,4„
(T'P)
=2X4 W=3X4 =2X4
A B C D E F G H I J K L M N O P Q R
T 8- A' 9
tt
2X4 A
1 8-
AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U
W=3X4
20'1" -
20'1" _I
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 T` 109 /- /_ /_ /_ /241
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface.
EXP:NA
Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 R -
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)
TCDL:NA psf BldgCode: FBC 2014 RES Max TIC CSI: 0.076 Chords Tens.Com Chords Tens. Com
Soffit: 0.00 BCDL:NA psf p' p'
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 1 0 J-K 1 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 1 0 K-L 1 0
Loc.from endwall:NA' FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 0 L-M 1 0
I:NA GCpi:NA Plate Type(s): D-E 1 0 M-N 1 0
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 1 0 N-0 1 0
Lumber F-G 1 0 O-P 1 0
Value Set:13B(Effective 6/112013) G-H 1 0 P-Q 1 0
H-I 1 0 Q-R 1 0
Top chord 4x2 SP#1 1-1 1 0 -
Bot chord 4x2 SP#1
Webs 4x2 SP#3
Lumber value set"13B"uses design values Maximum Chard Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Chords Tens.s.Comp. Chords Tens. Comp.
AK-AJ 0 1 AB-AA 0 1
Bracing AJ-AI 0 1 AA-Z 0 1
Sheathing is required for any longitudinal(drag) AI-AH 0 1 Z-Y 0 1
forces.All connections to be designed by the building AH-AG 0 1 Y-X 0 1
designer. iilytlEAdi/ 1 AG-AF 0 1 X-W 0 1
Fasten rated sheathing to one face of this frame. ♦'��'� � d �drf�
Plating Notes +, kl "'` `/"i`. �' AE-AD 0 1 V-U 0 1
All plates are 2X4 except as noted. �k'���. '�. der AC-AB 0 -1
Additional Notes 7182
No04 . z Maximum Web Forces Per Ply(Ibs)
See detail STRBRIBR1014 for bracing and bridging "'� + Webs
e a Tens.ComP• Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as AL-AM D 2 R-T 0 -10
otherwise shown. .+ c« A-AK 0 -11 T-S 0 -7
STATE OF g
Truss must be installed as shown with top chord up. � � Maximum Gable Forces Per Ply(Ibs)
J�v '-` �{ y� Gables Tens.Comp. Gables Tens. Comp.
Oyf� tl i� % �� C AI 0 -138 L- A 0 -133
0 -133
U' t �yf ""foliisM D-AH 0 -132 M-Y 0 -133
SERIAL 9: E-AG 0 -134 N-X 0 -134
7f 00 00 0100 00 01 415 6e 5c d t ca 99 le f0 36 F-AF 0 -133 O-W 0 -132
This Item has s(gnad and sealeeby Manuel Mamnac, G-AE 0 -133 P-V 0 -139
PE f;L.1047s97ten Me date shown above using a SHA=T
auMartkaticrcade- H-AC 0 -133 Q-U 0 -108
—WARNING— READ AND FOLLO,�(UntQLlc�f1L§kTE�SkkNnFhl6&&1�W�fJG6tgncaadiratcd
—IMPORTANT— FURNISH THIS DRAWING Tmd b6C,.GN.ZRAfte361RS"LtWDINGdThllargNStTAkLERS
Trusses require extreme care in fabricating handlin shippingyim3talling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing Per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {defer to
drawings,160A-Z forrstandard plate positions,
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this grawing or cover page,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPl 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or'SBCA:www.sbcindus .com;ICC:www.iccsafe.or
Job Number: 136DCSI00 Ply:1 SEQN:622365/T4
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW:
Truss Label: FT6 Wgt:109.2 lb: Page 2 of 2 .. I ... 11/10/16 \
I-AB 0 -133
i
E
.�r No 04718
#o q
M ;j,♦nd
STAB` OF
.F
ON P-1-
�xi'�tf i1Ot1*0
SERIAL 9,
?f 00 00 0100 00 01 4b 6-6 Sc d 1 ca 991c f0 36
This inn snd z.Il d by PA.a-I Martina7,
PE K.tu.0471e21 cn ttln nits shown baM a 1: ng aSHAM
iutber.maFinn Conn.
"WARNING" READ ANDFOLLO1ldnhlkkci3114b�lrxScQNFkd6FcQ#t�WJA1Sn4anccanasrakd
-IMPORTANT— FURNISH THIS DRAWING Tt3dhLR4 OGNIRAI&:EGRS&4GltliIIINGdT-"E,aNSi ALLERS
Trusses require extreme care in fabricating handling shippingpimstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as applicable: ApprS'plates to eactrface of'tniss and positiotr asstrown'above'and'vn the'Joirrt thtails; etntess rroted otttetwise:• defer ta^
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI 9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this jab's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:wuw.t lnst.or:SBCA:wvw.sbcindust .cam•ICC:www.lccsafe.ar
Job Number: 136DCS100 Ply:1 SEQN:622369/T48/SY42
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW:
Truss Label: FT9 Wgt:112.0 Ibs Page 1 of 2 .. / ... 11/10/16
1F 1'4"
(TYP)
=2X4 W=3X4 =2X4
A B C D E F G H I JK L M N O P Q R
-r 8— AP-2
g
=2X4
A N
L8—
AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U
W=3X4
"
21'3"
21'3"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(Ibs),or'=PLF
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): 0.000 R 999 360 T' 109 /- /- /- /- /254
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 R 999 240 AK Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 T - - Bearing AK is a rigid surface.
EXP:NA HORZ(TL): 0.000 T
Des Ld: 55.00 Mean Height:NA ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)
TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 0 -0 J-K 0 -0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 -0 K-L 0 -0
Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 -0 L-M 0 -0
I:NA GCpi:NA Plate Type(s): I D-E 0 -0 M-N 0 -0
Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 E-F 0 -0 N-O 0 -0
Lumber F-G 0 -0 O-P 0 -0
G-H 0 -0 P-Q 0 -0
Value Set:13B(Effective 6/1/2013) H-1 0 -0 Q-R 0 -0
Top chord 4x2 SP#1 1-1 0 -0
Bot chord 4x2 SP#1
Webs 4x2 SP#3
Lumber value set"13B"uses design values Maximum Chord Farces Per Ply(Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. '
AK-AJ 0 0 AB-AA 0 0
Bracing AJ-AI 0 0 AA-Z 0 0
Sheathing is required for any longitudinal(drag) AI-AH 0 0 Z-Y 0 0
forces.All connections to be designed by the building AH-AG 0 0 Y-X 0 0
designer. y�y11lEa�$��� AG-AF 0 0 X-W 0 0
Fasten rated sheathing to one face of this frame. ! MA AE-AD 0 0 V-U 0 0
Plating Notes ; " 'e.,lfJ� 0� AD-AC 0 0 U-T 0 0
All plates are 2X4 except as noted. �4` Q`�." �� �C''", ��► AC-AB 0 0
Additional Notes A.` �` {; 1$ - Maximum Web Forces Per PIy(Ibs
w . aw )
Webs are square cut except dbl diagonals or as a * a Webs Tens.Comp. Webs Tens. Comp.
otherwise shown. •_. " 3 " .
" °.
Truss must be installed as shown with top chord up. AL-AM 0 -5 R-T 0 -46 p . ,
�. r�"u, A-AK 0 -46 S-AN 0 -5
STAT OF .
• ,* �:, �w Maximum Gable Forces Per Ply(Ibs)
+ , � `4 10 Gables Tens.Comp. Gables Tens. Comp.
B-AJ 0 -131 J-AA 0 -133
C-AI 0 -134 L-Z 0 -133
D-AH 0 -133 M-Y 0 -133
SEMAL X. E-AG 0 -133 N-X 0 -133
7f 00 00 0100 00 01 4b(�--Sc d 1 ca 48 is 10 36 F-AF 0 -133 O-W 0 -133
Till,itcmTM&b—alearanlzs*V;ncenn>—lcetyrn—lrtarti—, G-AD 0 -133 P-V 0 -134
Ps(;L.❑c.0471831 en tticealr shown above a^sing a SHA•1 H-AC 0 -133 Q-U 0 131
aUtfen[t:.aelcnmce-
"WARNING" READ ANDFOLLO.M1{ihlkFc�{11kkTlPrS }nF}d6&phL�WJAISabgneeandccated
—IMPORTANT— FURNISH THIS DRAWING TO,,ALlIDO.QNZRAf,:gG2R S LWDIMGdihllnytNSi ALLERS
Trusses require extreme care in fabricating handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and'SBCA)foP safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
drawings-160A-Z=for standard•plate-positicns:>
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawing indicates acceptance of pro en responsibility solely for the design shown. The suitability
and use of this.gnawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:wwmal ineitw.com:TPI:w,wv.t inst.or:SBCA:www.sbcindus .com;ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:622369/T48/SY42 \\4EFB-Flora"D"OL OW/DR Horton/4EFB-Flara"D"OL OW Qty: 1 FROM:DJH
Truss Label: FT9 DRW: \
Wgt:112.0 Ibs Page 2 of 2 ... / ... 11/10/16 \\\
1-AB 0 -133
i
MA
r�
No 04-7162
;ice a
} ir / +d
STATE OF
yam,fi" '` p ,• \'�,44s
#4ft`ir4w.'I0
SERIAL fk
7f 00 00 01 010 00 01 4b 6e Sc d1 ca 991c f0 36
TV.item has Garr.alenronlutly s(y-na4 and scaled Gp IAa...I tdartl.o4
PF.K.M.d471g21 cn thrdatt shown abaya w.ing a SMA=1
authantkattcn�odc.
—WARNING` READ AND FOLLO�MALlct{CbTES.Qkk nFhdl+&RR"J14Q6gncd and scalcd
—IMPORTANT" FURNISH THIS DRAWING TO.A�t GGbL REt(u3GdR64NGi&WDINGdwFm4NSi AkLERS
Trusses require extreme care in fabricating handlin shippingpiclstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached riggid ceilingg Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10,
s appiicabte Apply atestaeactrtaCe oTPirefssand position"as sfiowtrabove arrdron tt JoinflJetails unless notedothenroise: lRefertcr
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc,shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa .e.
listing this drawing indicates acceptance of processional engineering responsibility solely forthe design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Quilding Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's gen6ral notes page and these web sites:ALPINE:wArrv.al ineitw.dom'TPI:www.t inst.or:S6CA:wmv.sbeindust .corn'ICC:www.iccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:622373 I T6 I SY42
4EFS-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:DJH DRW:
Truss Label: FT10 Wgt:145.6 Ibs .. / ... 11/10/16
8'1"4 10'1"4 21'3"
8'1"4 2' 11'1"12 $
1'3 1 �3 1� I
3' 1'3"12 1'2"12 1'3"l2 1'3"
I [` '� f 1'10"12'{ f` _�tl
III2X4 =4X4 =2X4 "
=2X4 =5X6 1112X4 =6X8 1112X6 1114X6 W=3X4 1112X4 =5X6 1112X4
A B C D E F G H I J K L M N 0 P
T ewe AE
Q
=2X4AF =2X4
AC AB AA Z Y=5X8 X W V U T S R
AD =5X6 =5X8 W=3X4 1112 6 5X6 =3X4 =4X10 =5X6
21'3"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.441 X 565 360 AD 1155 /- 1- /- /- /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.689 X 361 240 R 1155 /- /- /- /- /7.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.062 R - - AD Min Brg Width Req= 1.5
9 q
EXP:NA HORZ TL: 0.096 R - - R Min Br Width Re 1.5
Des Ld: 55.00 ( ) =
Mean Height:NA ft Code/Misc Criteria Cree Factor:1.5 Bearings AD&R are a rigid surface.
NCBCLL: 10.00 TCDL:NA psf p Bearings AD&R require a seat plate.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.890
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.623 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens, Comp.
I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 0
Wind Duration:NA WAVE IVIEW Ver:16.01.01 B.0614.20 B-C 0 -2041 1-K 0 -4511
Lumber C-D 0-3613 K-L 0 -4511
Value Set:13B(Effective 6/1/2013) D-F 0-3613 L-M 0 -3604
E-F 0 0 M-N 0 -3604
Top chord 4x2 SP#1 F-G 0-5243 N-0 0 -2042
Bot chord 4x2 SP#1 G-H 0 -5263 O-P 1 0
Webs 4x2 SP#3
H-I a -so22
Lumber value set"l3B"uses design values
approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 4X6 except as noted. AD-AC 1134 0 X-W 5255 0
AC-AA 2922 0 W-V 0 0
Camber ��Zitl�1 t#iR#/ AB-AA 0 0 W-U 4821 0
detail
DEFLCAMB10114 for camber recommendations. � ��y}�.,�P Y 4317 0 T-5 2922 0
rs ' ««.t�''ff f%p.�¢„ Y-X 5263 0 S-R 1134 0
Additional Notes i,o
+2x6 continuous strongback.See detail •� Maximum Web Forces Per Ply(Ibs)
STRBRIBRIO14 for bracing and bridging .a : No 047182 a
Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as AE-AF 0 -3 W-1 502 -4
otherwise shown. • + A-AD 0 -42 I-U 0 -432
IV 6Truss must be installed as shown with top chord up. AD-B 0 -1578 U-L 456 0
STAT C'F ' B-AC 1262 0 L-T 0 -787
AC-C 0 -1225 M-T 0' -72
«,�' ��`�fit:( �.•� a' C-AA 939 0 T-N 928 0
A 1�F 0 -957 S-0 1263 0 AA
F-Y 1306 0 O-R 0 -1578
SERIAL M. Y-G 0 -554 P-R 0 -42
7(00 00 0100 00 0/gib Be Sc di ca 9910(0 36 H-W 0 X-H 34 0 -741- Q-AG 0 -3
41
This Rem ha:tsner.cleeuanlsBy st-ynee sod scales ty Maru:cl Martinet,
PF.Ict..U.0-0.7163t Cn ihr Citt Shawn above u:in6 a 5HA*7
autAcntkaticn c•�de..
**WARNING" READ AND FOLLO,�t441c3114kT�StQNnFdllaFi63�WdAlWhgneeanescake
—IMPORTANT** FURNISH THIS DRAWING TCkAk OGNI.RAGx'GGdRSAWl tWEliNGdT-4,F,a MtTAELERS
Trusses require extreme care in fabricating,handlin shipping;pInstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t
as applicable; Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. }defer to
drawings'160FP=Z'for'standtird'piati:positions
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this grawing or cover pa e,
listing this drawing indicates acceptance of protessione engineerin responsibility solely for the design shown. The suigabtltty
and use of this 4rawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2.
Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:wwwt inst.or:SBCA:www.sbcindust .com;ICC:ww Jccsafe.or
Job Number: 136DCS100 Ply:1 SEQN:622377/T37 1 SY42
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:bJH
Truss Label: FT11 DRW:
Wgt:155.41bs / ... 11/10/16
8'1"4 10'1"4 20'11"B
81 4 2' 10'10"4
-3.,12 '3 112
V3'12 1'2"12 17' 2 1 3'12
s III2X4
=2X4 =5X6 W=3X4
1112X4 =6X8 1112X6 1116X6 =5X6 =4X4 III2X4 =5X6 1112X4
3"a
ACA B C 0 E F G H I J K L M N 0 P
� =2X4AD +
�1 3'9
AA Z Y X W V U T S R Q
A8 =5X8 =6X8 -5X10 =6X6 =5X6 =5X6
W=3X6
1
• 20'11"8
Loading Criteria(psf) Wind Criteria Snow Criteria ft,Pf in PSF) Defl/CSI Criteria. ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std:. NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.424 H_ 578 360 AS 1139 /- i- 1- !- 17.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.663 H 370 240
Category:NA ( ) Q 1153 J- 1- 1- l- l 4.0
BCDL: 5.00 g A Snow Duration:NA HORZ(LL): 0.054 Q - - AB Min Brg Width Req= 1.5
EXP:NA
Des Lc: 55.00 HORZ(TL): 0.085 Q - - Q Min Brg Width Req= 1.3
NCBCLL• 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AB&Q are a rigid surface.
TCDL:NA psf p g
Soffit: 0.00 BCDL NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0,583 Bearing AB requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.781
Spacing:24.0" C&C Dist a:NA ft Rep_Factors Used:Yes Max Web CSI: 0.632 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.
1:NA GCpi:NA Plate Type(s): A-B 1 0 1-J, 0 D
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.2D B-C 0-2009 I-K 0 -4429
Lumber C-D 0-3538 K-L 0 -3531
Value Set:13B(Effective 611/2013) D-F 0-3538 L-M 0 -3531
E-F 0 0 M-N 0 -3531
a Top chord 4x2 SP#1 F-G 0-5132 N-0 0 -2008
Bot chord 4x2 SP#1 G-H 0-5154 O-P 3 0
Webs 4x2 SP#3
H-I 0-5146
Lumber value set"1313"uses design values
approved 1/30/2013 by ALSC
Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 4X6 except as noted. AB-AA 1118 0 V-U 4804 0
AA-Y 2869 0 U-T 0 0
Camber Z-Y 0 0 U-S 4103 0
Max JT VERT DEFL•LL:0.42"DL:0.29".See detailt+�fj /f Y-X 4206 0 S-R 2869 0
DEFLCAM81014 for camber recommendations. $ ' ,• 'MA �a+�` X-W 5154 0 R-Q 1116 0
W-V 4803 0
Additional Notes + .,A ` '
+2x6 continuous strongback.See detail
STRBRIBR1014 for bracing and bridging ft * w ,'f`rs Maximum Web Forces Per Ply(Ibs)
AND �, p�,'�`E.82- >E � Webs Tens.Comp. Webs Tens. Comp.
recommendations. # . o,
" ' *" AC-AD 0 -3 W-1 756 6
Webs are square cut except dbl diagonals or as +. , t"
otherwise shown. ; A-AB 0 -42 1-U 0 -620
Ir
Truss must be installed as shown with top chord up. * AB-B 0-1556 U-K 453 0
. B-AA 1240 0 K-S D -777
y' *A AA-C 0-1195 L-S 0 -74
�" `• `r1�*�ruy'� C-Y 909 D S-N 901 0
7r +q�' D-Y 0 -106 N-R D -1197
F-X 1328 -900 O R_Q O 1240 -1556
X-G 0 -638 Q-P 0 -15
it0000+nf000sat'46sodica�;�croas H-W 0 H-W 0 - 52
52 P-Q D -44
2
rhls item has boon aknuanlrsfy:{gnnd�sod sealed by Msm sl taattlnac,
PE(=L Lw-o411911=the czw shown abauo Laing a 5Hh•l
nut7teotitatfnn cads. ,
"WARNING** READ AND FOLLOaA114i eVUzkL6TAd(kcWd9kiYdAG6gp,naanesaskd
"IMPORTANT** FURNISH THIS DRAWING TC),A ,l MNaZRA1&Efid!?SOICutsUlLMGdE4hiQNSi AkLERS
russes require extreme care in fabricating,handlin',shippin Winstailing and bracing.•Refer to-and follow the latest edition of BCSI(Building
omponent Safety Information,by TPI and SBCA)t9or safety practices prior to performing these functions. Installers shall provide temporaryry
racing per BCSI.Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
ttached ri id ce'din . Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections 83,87 or 1310,
s-apphcab� rCpp�y' esto'eacrrface� tftfssand'position*''as*showrraboveand•orrlMe°Jair>�•11zEaits;�+3ntessnotedothel�vise: "i�eferta.'
rawings 160A-Z for standard plate positions.
Ipine,a division of ITW BuildingComponents Group Inc.s11a11 i\�oe Tesponsible for any deviation from this drawing any failure to build the
ss in conformance with ANSIt IPl 1,o�tos handtimg slitppmg,ittstallaUon and bracing;of trusses.A seal on this rsr'awtng or cover pa e,
ttiagtllisdtawing,indtca<es accepptartce of rolfesstonal engtneertngg.tesponstbU'tty sotely•for,the des'fgn shown. The su'+�ablttiy
nd Use of this drawing for any structure is 1�ie responsiai\tty of the 8uitdmg Desegner per yANSi(TPI'1 Sec.2.
Qin1�1e1h�06S18�10h5ee\h\5 Ob5 enetalnoleS a eand%h%p Vbs%tes.P.LptNE'• er++•a1 tnetw.com TPe.wvtva;nstot SeCP.v vseunaust .c°m Ice. +i��ase'°r
Job Number: 136DCS100 r
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW City: 1 FROM:DJH
Truss Label: FT12 Wgt:100,8lbs
1� 4"4 1 4
(TYP)
2X4 W=3X4 =2X4
( "8
A B C D E F G H I J K L M N O P
AH4
=2X4 At _t
r88
;'; I R
AG AF AE AD AC AB AA Z Y X W V U T S
W=3X4 e
18'11"8 _I
18'11"8 _I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CS1 Criteria ♦Maximum Reactions(Ibs),or*=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 AG*109 /'- /- /- /- /225
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AG Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 P - - Bearing AG is a rigid surface.
Des Ld: 55.00 EXP:NA Mean Height:NA it Code
P - -
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)
TCDL:NA psf
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.090 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.021 A-B 0 -1 1-1 0 1
Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.035 B-C 0 -1 J-K 0 1
Loc.from endwall:NA FT/RT:20(0)110(0) Mfg Specified Camber: C-D 0 -1 K-L 0 1
1:NA GCpi:NA Plate Type(s): D-E 0 -1 L-M 0 1
Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 E-F 0 -1 M-N 0 1
Lumber F-G 0 -1 N-O 0 -1
Value Set:13B(Effective 61112013) G-H 0 -1 O-P 0 -1
H-1 0 -1
Top chord 4x2 SP#1 _
Bot chord 4x2 SP#1
Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC AG-AF 1 0 Y-X 1 0
Bracing AF-AE 1 0 X-W 1 0
AE-AD 1 0 W-V 1 0
Sheathing is required for any longitudinal(drag) AD-AC 1 0 V-U 1 0
forces.All connections to be designed by the building AC-AB 1 0 U-T 1 0
designer. � � $ AS-AA 1 0 T-S 1 0
Fasten rated sheathing to one face of this frame, t # #gip AA-Z 1 0 S-R 1 0
Plating Notes5yr= * 1� +"�;q`w,r, Z-Y 1 0
All plates are 2X4 except as noted. q,' 4y� + **
Maximum Web Forces Per Ply(Ibs)
Additional Notes Webs Tens.Comp. Webs Tens. Comp.
NO 041162
Webs are square cut except dbl diagonals or as ,O`w AH-AG 0 -10 P-R 0 -47
otherwise shown. .". • A-AG 0 -53 Q-AI 0 7
Truss must be installed as shown with top chord up. 4. f
i* ti Maximum Gable Forces Per Ply(tbs)
~� x4STATE OF + Gables Tens.Comp. Gables Tens, Comp.
�w'_,t+%' • ' B-AF 0 -143 J-X 0 -133
C-AE 0 -131 K-W 0 -133
04' D-AC 0 -133 M U 0 -134
r ff'r11t44,0l F-AB 0 -133 N-T 0 -129
SERIAL 9' G-AA 0 -133 O-S 0 -152
700 00 0100 40 tat 4b 8e Sa 41 ca 99 1C f0 3$ I-Z 0 -133
rots item has 6ecr.arecvaniv3}y syy-neC snc scald Ey Mana:'•al rtarttnaru
PF.{:L.13a.AA T383f an tncastr shown a6ave Kinµ a SNk•I
aut�ertkat(aa caaa:
**WARNING** READ AND FOLLO,Y>ALj f QTFLS, d cdaneuslee
—IMPORTANT** FURNISH THIS DRAWING TOarMW6GQN AfubGdR&.4NG.}tWLIiMGaT�HWNStKLLERS
Trusses require extreme care in fabricating handling shippingpirstalling and bracing. Refer to and follow the latest edition of SCSI(Building
brscingnper[3 ceiliInformation,shownlfo op Choror
shallehaVerpr�olperly attachperforming ru aI sheathing and bottom chOrdashall ha have propf efly
attachec{a a ceiJing. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCS!sections B3,87 Or 1�jQ
as applicable gpprY later to each face orPtruss and position as shown above and on the JOIn Details, unless noted
drawings,460A-Z.for.stand
Alpine,a division of ITW gu7din�Co sotnoennis OtherWlSe,
stirs m conformance with gNSIl�P! p Group Inc shah not be res onsible for any deviation from kefef t0
g this drawin indl 1 or for handlin
and use of this ti cafes acceptance of 9 ShrPpiRg installation and bracing of trusses. a
F r more info cawing for an t prol`e5sI0Ra1 g this drawin
rmatJon see this'pb's Y 5 ruCCure 1S f�e reS eR iReerin A seal o nY failure t o h f
enera!notes pORSlblfl responsibility solely for fhe d his(�a� '"�flQi(h�1
a e and these web sites:ALPlN Of the�uilding Designer
wwwwat lneilwcom "I'll, PerANS#TPl j lgn ShQ, t erpd
wwwl Nst 0 CA: sac 2 nI N
�sbcindus
� r e sUia�i/I
• `t 'ta �
Job Number: 136DCS100 Ply:1 SEQN:622383/T44/SY42 \
4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:DJH DRW:
Truss Label: FT13 Wgt:128.8 Ibs / ... 11/10/16 \
- a{--2'5" 2,6"12 2'6n12 2'6"12 2'6"12 2-6-12 2'5"12
W=3X4
=4X12 =3X6 =3X4 =3X6 =4X4 =4X10 =4X10
A B C D E F G H I
• T
v
j_2X4 a,.8
+ =7S 2X4
17S�2� 3"8
W V U T S R Q P O N M L K
=3X8 1112X4 =3X4 =3X4 III2X4 =3X4 1112X4 =5X6 =3X6
W=H0308
18'11"8
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.279 R 774 360 W 1026 1- 1- /- /- /4.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.436 R 495 240 X 1045 /- /- /- !- 17.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 L - - W Min Brg Width Req= 1.3
Des Ld: 55.00 EXP:NA HORZ(TL): 0.071 L - - K Min Brg Width Req= 1.5
Bearings W&K are a rigid NCBCLL: 10.00 Mean Height:NA ft id surface.
Code I Misc Criteria Creep Factor:1.5 9 9
TCDL:NA psf Bearing K requires a seat plate.
Soffit: 0.00 BCDL:NA psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.466
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.693
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.586 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 0 -1056 E-F 0 -3644
Wind Duration:NA WAVE,HS VIEW Ver:16.01.01B.0614.20 B-C 0-2495 F-G 0 -3310
Lumber C-D 0 -3379 G-H 0 -2415
D-E 0 -3644 H-1 0 -843
Value Set:13B(Effective 6/1/2013)
Top chord 4x2 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3
Lumber value set"l38"uses design values W-V 229 0 Q-P 3617 0
• approved 1/30/2013 by ALSC V-U 1919 0 P-O 3617 0
U-T 3074 0 O-N 2991 0
Plating Notes T-S 3074 0 N-M 1783 0
All plates are 4X6 except as noted. S-R 3644 0 M-L 1783 0
R-Q 3617 0 L-K 0 -11
Additional Notes lid#!�/
STRBRIBtinuous R1014 fora
recommendations. ing a debridging e detail
recommendations. ��� � �ti Maximum Web Forces Per Ply(Ibs)
\ Webs Tens.Comp. Webs Tens. Comp.
��'yn��'lJ p.°..wry*°f•�',gV� ®�{
Webs are square cut except dbl diagonals or as S 1 SZ . �� A-W 0 -36 F-P 19 0
otherwise shown. �. ; « r
A-V 1191 0 F-O 0 -417
Truss must be installed as shown with to u
No 047182 W-A 0 -761 O-G 443 0
P chord p' • °� '"' W-A 0 -254 G-N 0 -802
V-B 0-1200 N-H 859 0
* ' B-U 801 0 H-M 28 0
^'"'� • ;�'Oi U-C 0 -787 H-L 0 -1277
1 STATE OF C-T 20 0 L-I 1230 0
.•_w, C-S 415 0 1-K 0 -256
~� °'+`� • + '`4 S-D 0 -369 I-K 0 768
��� �•' ,�k � ti '_' ti � D-R 47 0 J-X 1 -11
f��✓ `rtY r R F 51 0
a iYiiilltMt<i�0
SERIAL a:
7100 00 0100 00 01 4b 8e 5c d 1 ca 991c f0 36
This item has lsoan Nectroniutly s�.nac sne saalacby MamL iMarnneq
PE IFL,Uc.04Tsa31 an mo cafe shown above using a SHAM
authentttatlan caoa.
`*WARNING** READ AND FOLLO��#c�1114kTF�ScQ@InF#dIa�621�N1!1A1LaGgnacanduskd
**IMPORTANT** FURNISH THIS DRAWING TG AbioGGNZRAR:E(@ JLS9NriLW.DR4GdEldEy StTh-LERS
Trusses require extreme care in fabricating,handling shippingpinstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherw'ise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable' Apply'plates*to°each*face°of ttussancfi'position°•asshowry above°and omthe•Jotnt Details,'cmless�noted otherwise Deter ta'•
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI(�PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this tlrawbng or cover page,
listing this drawing indicates acceptance of professional engbneer'rnQ responsibility solely for the design shown. The suiiabblbty
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www t inst.or•SBCA:www.sbcindust .cam:ICC:www.icrsafe.or
a
-ment Detail
ight, Enclosed, Exposure C, Kzt = 1.00
.latty Enclosed, Exposure C, Kzt = 1.00
,closed, Exposure D, Kzt = 1.00
,'o.rtlally Enclosed, Exposure D, Kzt = 1.00
. 'L' Brace ■r (1) 2x6 'L' Brace w (2) 2x6 'L' Brace xv Bracing Group Species and Grades)
Group A Group B Group A Group B Group A Group B Group Al
N>, . ]0' T 9' 8' 1' 9' 3' 9' T 12' 2' 12' 8' 14' 0' l4' 0' S ruce-Pine-Fir Hen-Fir
-N SP al / a2 Standard a2 Stud
J #3 rL 3' 8' S' 9' 6' 2` 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' a3 Stud n3 Standard
O I I� Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
fl Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Dou las Fir-Larch Southern Pinexxx
#1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' n3 43 I`
S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' I• Stu Stud
9' 3 9' 7 12' 2' 12' 8' 14' 0' 1q' 0' d
I #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' to, 11' 11' e' 14' 0' 14' 0' Standard Standard
(U D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' P. 9' 7' 10, 1l' 11' 8' 14' 0' 14' 0'
Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8• 10' 4' 13' 1' 14' 0' Group BI
U S P F 41 / 42 4' 5' 7' 6' 7' 9- 8' 10, 9' 3' 10' 7' 11' 0' 13' It' 14' 0' 14' 0' 14' 0' Hen-Fir i
_ #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' to, 10, 13' 9' 1 14' 0' 14' 0' 14' 0' al 4 Btr
U Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' to, 10' 13, 9' 14' 0' 14' 0' 14' 0' N1HF !
O Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' e' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0'
Dou l.s Flr-Larch Southern Plne.w■
#1 4' 7' 7' 7' 7' il' 9' 0' 9' 4' 10' 8' ll' 1' 14' 0' 14' 0' 14' 0' 14' 0' at at
S P #2 4' 5' 7' 6' 7' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' l4' 0' a2 a2
143 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' to, 6' 1 10' 11' 13' 4' 14' 0' 14' 0' 14, 0' Ix4 Braces shot( be SRB (Stress-Rated Board).
D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' l' 10' 6' l0' 11' l3' 4' 14' 0' 14' 0' 14' 0' ...For Ix4 So. Pine use only Industrial 55 or
Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10' ill 10, 12' 7' 14' 0' l4' 0' Industrial 45 Stress-Rated Boards, Group B
P r #I / #2 4' 10' 8' 3' 8' 7' 9' 9` 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14, 0' values may he used with these rades.
d r #3 4' 7' a' 2' 8' 5' 9' 8' 10, o' 1r 6' 12' 0' 14' 0' 14' o' 14' 0' 14' 0 Gable Truss Detail Notes;
U u Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' I4' 0' 14' 0' 14' 0' 14, 0' Wind Load deflection criterion Is L/240,
- f� Standard 4' 7' 7' 0' T S' 9' 4' 10' 0' I1' 6' 12' 0' L4' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plF over
X #1. 5' 1' 1 8' 5' 8' 8' 9' 11' 10' 3' 1 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load).
d S P #2 4' 10' 8' 3' e' 7' 9' 9' to, 2' 11' 7' 12, 1' I4' D. 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlockers
03 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' D' overhang, or 12' plywood overhang,
D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11 7' 12' 0' l4' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 7' 6' 6' 6' Ill 8' 8' 9' 3' li' b' 12' 0' 13' 7' 1 14' 0 14' 0' 14' 0'
Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails)
About)
31E For (1) 'L' brace, space malls at 2' ac.
able Truss In to' end zones and 4' o.c. between zones.
Diagonal brace option, )K§For (2) 'L' braces, space halls at 3' o.c.
vertical length may be n1nini
In 18' end zones and 6' o.c. between zones.
doubled when diagonal j 'L' bracing must be a minimum of 80% of web
brace Is used. Connect I r member length.
diagonal brace for web
I Gable Vertical Plate Sizes
t each entl, Mnx web II Brtotal length Is 14'. Vertical Len th No Slice
2x6 DF-L a2 or Less than 4' 0' 2X3
better diagonal Greater than 4' 0', but 3X4
Vertical length shown braces single less than 11' 6'
In table above. or double cut ' Greater than 11' 6' 4X4
45• (as shown) at * Refer to common truss design for
I upper end.
peak, splice, and heel plates.
77
ontinuous Bearing lilt Ill�l +��. Refer to the Building Designer for conditions
Connect diagonal at Sett +:+t n th not addressed by this detall,
midpoint of vertical web. Refer to chart above for a:� 6{� � l'� 9
oNGW REAR AND FOLUW ALL NOTES IN THIS DRAVINGI
••IMPORTANT>•.VARNIFURNISH THIS CRAVING TO ALL CINTRACTORS INCLUDING TIE INSTALLERS. �\Q�� �GENS' 2 �% REF ASCU-10—GAB160l5
Trusses require extreme care in Fabrlc.ting,handling,shipping,Installing and bracing. Re fen to and �`� ��
Fall.•the latest edition of Bcsl(Bu6dno Component Safety Information,by TPI and SBCA)£.r`.sar.ty l DATE 10�01�14
practices prior to ia—farnng these functions. Installers shall provide tenpor.ry braclno per PeSL _ Nl
Unless noted otherwise,top chord shall have properly attached structural sheathing un0 botton chord
shag have.properly attached Igld ceillno. Locatl—shown for permanent lateral restraint of webs ='* / '( DRWG A16015ENC101014
a FI �� Fr•� shall have bracing lnstall¢a per BCSI sections th J or DBIC,etails,
ils applicable.no Apply prates to each face / f
IILII==(� lII l'�1 of truss antl position as shown above and on the Joint Details,unless noted otherwise.
Refer to drarings 160A-Z for standard plate positions. / +1Tr-
Atpine, division of ITV Building Components Group Inc.shall of be responsible for y devl.tlon from t iti )�
/1N ITW COMPANY tN draring, y Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shlppin0, t� +P,-
installation d any F trusses. i .` MAX, TOT, LD, 60 PSF
nglneerl an this dralAng or imci esponsbNty solelyver farpthe Ide an this
hown.aThhe sultablilty,indicates and pse of this drace of wing
'° `. \
1226Ean UCit cM0 fiD045 for any structure Is the rrsporslb0.lty of thjae Building b's general ngteS pnge per Acnd tlese e61 sites, ''a�•�nnq.•,, p0.�ltl\\\
For more information see this
ALPINE,.wAfpineltwcon)TPB rrw.tpinst.arg)SBCA,wwrsbcinductry,oro)rco wwwjcccaFe.org MAX, SPACING 24.0'
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = LOD
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 '
2x4 Brace (1) Ix4 'L' Brace ■ (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■w (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace Ko Bracing Group Species and Grades, r
Gable Vertical No
pacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At
S #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S lute-Pine-Fir Hem-Flr
#1 / #2 IStandard 1 02 1 Stud
<J #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' l' 11' 3' ll' I1' 13' 7' 14' 0' p3 Stud #3 Standard
Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0'
Standard 3' 6' 4' 7' 4 11 6' 2 6 7 81 4 8' 11' 9' 8' 10' 4' 13' 1' 14' 0'
Dou las Flr-Lorch Southern Plnewww
QJ 12' 2' 13, 11' 14' 0' a3 #3
#1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' stud stud
J S P #2 3' 8' 6' 1' 6' 6' 7' S' 7' 8' 6' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Standard Standard
ci 113 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10, 10, 13' 8' 14' 0'
cv D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, e' 14' 0'
d Group BI
Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' P
U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hen-Fir
Ill 4 Btr
_ S P f #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 0
1
U u Stud 4' 0' G' 7' 7' 0' 8' 4' 8' 8' 9' it, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0'
Ql O I� Standard 4' 0' 5' B' 6' 0' 7' 6' 8' 0' 9' ill 10' 4' 11' 10' 12' B' 14' 0' 14' 0' Dou Ins Flr-Larch Southern Plnewxw
#1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13, ill 14' 0' 14' 0' a1 al
S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2
43 4' V 5' 11' 6' 4' 7' It' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Ix4 Braces shot. be SRB (Stress-Rated Board).
c--i D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 1 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' xmFcr 1x4 So. Pine use only Industrial 55 or
Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards.Group;B
#1 / 42 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these lades.
d S P F #3 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notesi
u Lf u F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' it' 5' 14' 0' 14, 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240.
0 f l Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, I1' 11' 5' 13' 7' 14, 0' 14' 0' 14' 0' Provlde uplift connections For 135 plf over
X 41 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' I1' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load).
d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' 11' 6' 1 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookeEs
#3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang.
D F L Stud 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 1 4' 5' 6' V 6' 5' e' 1' 1 8' 7' 10' 11' 1 11' 5' 12' 8' 13' 7' 1 14' 0 14' 0'
ASymm b {1^^out r Attach 'L' braces with 10d (0.128'x3.0' min) nails
31( For (1) 'L' braces space nails at 2' o.c.,
able Truss In IS' end zones and 4' o.c. between zones.
)I()(For (2) 'L' bracesi space nails at 3' o•C.
Diagonal brace option, In 18' end zones and 6' o.c. between zones,
vertical length may be
doubled when diagonal 18' X 'L' bracing must be a minimum of 807 of web
brace Is used. Connect I member length.
diagonal brace for 690# 'L'
at each end. Max web Brace Gable Vertical Plate Sizes
total length Is 14' Vertical Len tin No S llce
2x6 DF-L tt2 or Less than 4' 0' 2X4
I better diagonal r -�'- Greater than 4' 0', but 4X4
less than 12' 0'
Vertical length shown brace, -Ingle 18'
In table above. or double cut
,1 45' (as shown) at L + Refer to common truss design For
j upper end. peak, splice, and heel plates.
4 ontlnuous Bearin9 Refer to the Building Designer for conditions
Connect diagonal at I ' 1 ll llllllllll not addressed by this detail.
mid oint of vertical web. Refer to chart above for max gmble ri!(NNy length.
uVARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAVINGI �N% ' /�
..avORTANT..FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L Tl REF ASCE7-10-GAB16030
/^\\ Trusses require eet—ne care In fabricating,handling, hipping,Instolono and bracing. Refer to and s' , - `�EI'VSL� ���� DATE 10/01/14
Y V Follow She latest edition mi BCS[(Bulltling Component Safety all provide a TPIor and STICAbracing
for Safety _
proc:,ces prior to performing these iunctlons. Installers small provide tenporory bradng per SCSI. �� � t
Unles noted otherrlse,top chord shall have properly attached structural sheothing and bottom chord No "- * DRWG A16030ENC101614
shoo have a properly attached rigid ceiling. Locations shorn For permanent lateral restraint of webs
IT �lJ r� ri� phall hi Ge Ind
ppo&l lon attedss per SCSI sections on the
j or 21o,Details,
as applicable. Apply platys to each face = r
III II�ILLLIIILIr-� I�1�\\V\i.III of tru antl Itbn as shorn above and on the Joint petals, less rated otherwise.
-.,,et
to draMgs 16OA-Z for standard plate positions. �//
Alpine, dlvlslon of ITV Bullding Components Group Inc.shall not be ponslble for y devlatbn from T'ATE OF
AN ITWCOMPANY Lhis drawing, y Failure to bAd the truss in conformance with ANSI/TPI 1,or For handling,shiPPhR. ��MAX, T❑T, LD. 60 PSF
,w Instauatlon a tiracing of trust¢-. �
A seal on this A-orino ar cover page I stb,g this ei h,o,Indicates. :ePtance of Prof essbnal O O p ` �.(��
ngin 'ring responslbhlty solely for the design shoat_ The sultnbRlty a d of this drnrtp �. r,ti - `rt �+
fm any structure Is the responslWUty of the B�IIdInQ[leslpner per ANSI/TPI 1 See2. - -
133HBLakclronlDrrv` For more Information see this job's al notes pa and these web sites lam. !( 4+'`J•• fat
Ennh City.MD 63046 .s general a` !%� E fQ�i Fl`- 1!j>,>t MAX, SPACING 24,0'
ALPINE-.r,alpineltw.conl TPh rrr,tpinst.orgl SBCA�r sbdntlustry.orgl ICG r.rJccsnFe.org !(/ U
a
r r
Gabe Detail _
For Let-in Verticals Gable Truss Plate Sizes
Svm. 4. Refer to appropriate Alpine gable detail for
About
minimum plate sizes for vertical studs.
(E)Refer to Engineered truss design For peak,
splice, web,and heel plates,
* @If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Gnb(r + 2X4
Vertical Examples
Length
2X4 j r2X8
'T' Reinforcement Attachment Detalt
'T' Reinforcing 'T'Reinforcing
Member Member
+ i• Toe-matt -•Or - End-nalt
t
.t, + To convert From 'L' to 'T' reinForcing members,
Provide connections For uplift specified on the engineered truss design, multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Attach each 'T' reinforcing member with
End Driven Nails Maximum, allowable 'T' reinforced gable vertical
10d Common (0.148'x 3,',min) Nails at 4' o.c. plus teng:h is 14' From top to bottom chord.
(4) nails In the top and bottom chords. 'T' reinforcing member material must match size,
Rigid Sheathing Toenalled Nails- specie, and grade of the 'L' reinforcing member,
lOd Common (0,148'x3',min) Toenails at 4' o.c. plus eb Length Increase wl 'T' Brace
4 Mail: 14) toenails In the top and bottom chords,
'T' Reinf, 'T'
T, This detail to be used with the appropriate Alpine gable detail for ASCE Mar, Size Increase
Reinforcing wind toad, 2x4 30
Menber 2x6 20
ASCE 7-05 Gable Detntl Drawings Example,
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph
Gable Nnits
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 fit, Kzt = 1.00
Truss Spaced At ASCE 7-30 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3
4' ox, A1151SENC10IO14, A12015ENC101014, A14015ENC101OL4, A16015ENCIOi014, 'T' Reinforcing Member Size = 2x4
A18015ENCIO1014, A20015ENCIOl014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1,30
A11530ENC10T014, A12030ENCIOIC14, A14030ENC101014, A1603CENCIDID14, (1) 2x4 'L' Brace Length = 8' 7'
A18030ENCIDIO14, A20030ENC101014, A20030END101014, A2003OPED101O14 Maximum 'T' Reinforced Gable Vertical Length
1,30 x 8' 7' = 11' 2'
See appropriate Alpine gable detalt for maximum unrelnForced gable vertical length,11
4 Nail
Ceiling
-VARNiNGM READ AND FOLLOV ALL NOTES ON THIS GRAVING{ tell nn,2� n,� REF LET`IN VERT
raIWCRTANTar PLQNMH THIS DRAVING TO ALL CONTRACTORS IHCLUDM THE INSTALLERS, �v�'
Trusses require extreme care in fabricating,handling,shlpping,installing and bracing, Refer to and yf
factor the latest edition of BCS3 CHuridtng Conpom¢nt Softy/nfornatign,by TPI and SHCAI for safety ,?, �/ DATE 10/0I/14 _
practices prior to performing these functions, Instatters sholl provide temporary bracing per BGSL 4`�T 1 `Uytj;t•., i(t
unless noted otherwise,top chord shop have properly attached structural sheathing And bottom chord 'l, '�.a DRWG GBLLETIN1014
shntl hnvt A properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs
shaft have bracing installed per BCS1 ceCtwns 83,67 or BID,a5 apptkable. Apply piates to each face
of truss and position as shown above and on the Joint Details,unless hated otherrisr, „f
'Q (���� . Refer to drawings 16OA-Z for standard plate positions. y
AN ITIA COMPANY Alp he,n dvWan of ITV Bufidino Components Grow Inc,shot(not be espy-49t,for ony deviotlon from /J/ �
this draring,ony failure to bUW the truss in conformance with ANSI/TPI 1,or for handting,shipping,
L bracing of �aT'x1TE OF NIX TOT, LD, 60 PSF
fnstntlatbn trusses
A seat on thl.ding or cover page listing this drawing,indicatts acceptance of professional {j
emgYxerLg rtsponsthNty solely for the design shorn. The a„te:III",
binty and a:e of this drarhg SJ3� ''�'�t �}�'j tL BUR, FAC, ANY
2338g WRetrnnt Driva far any structure is the respansbitity of the BUWLV Designer per x TPI!See2. %Vfi � ,
M063445 For more✓»formation see this Job's general noses png¢and these sea sites, ,r� [« j�,,� F
Earth city, ALPINE,wwwAlpfneitxcgni 1Pp wrw.tpinetorgf SBCM rrr.sbrindustry.grgl ICE<rrrlccsafe.org fi/+� ••yE.)'�: MAX, SPACING 24,Q '
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, Unless specified otherwise on engineer's sealed design, for vertical
Bot Chord 2x4 SP #2N or, SPF #1!#2 or better•
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
Webs 2x4 SP #3, SPF #1!#2, DF-L #2 or better. web, sane species and grade or better, attached with lOdbox
(0,128' x 3.0') Halls at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous
XX Attach each valley to every supporting truss witht Lateral Restraint applied at mid-length of web is permitted with diagonal
(2) 16d box (0,135' x 3.5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014,
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valleyset must be braced with!
Or properly attached, rated sheating applied prior to valley truss
ASCE 7-10 140 mph, 30' Mean Height, Enclosed installation,
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Or
Purlins at 24' o,c. or as otherwise specified on engineer's sealed design
Bottom chord may be square or pitched cut Or
as shown, By valley trusses used in lieu of purlin spacing,as specified on
Valleys short enough to be cut as solid triangular Engineer's sealed design.
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from x*w Note that the purlin spacing for bracing the top chord of the truss
separate 2x4 members. beneath the valley is measured along he slope of the top chord.
All plates shown are ITW BCG Wave Plates, ++ Larger spans may be built as long as the vertical height does
not exceed 14'-0',
4X4
2X4
3X4 Valle
12
12 Mnx,f Spacing
2X4 X4 y Optional, Hip
Pitched Cut Square Cut Stubbed Valle 0 oint Detail
�--8-0-0 max--� Bottom Chord Bottom Chord End Detail
Valley Valley
4X4 oe-y ailed
o m n T u e
12 t 2 ' o,
12 Max.
X3 ll S t
1X3 6-0-0 ��\C` n 4
1X3 5X4 SPL (Max Spacing) iX3 2X4 I?
SQ
Common T usses Partial Framing
20-0-0 (++) -l at 2 ' o.c. Plan
Supporting trusses at 24' o,c, maximum spacing,
`',i„Illlttttrr"' VALLEY DETAIL
..VARNDQ"READ ANB FOLLOV ALL NOTES ON TM HRAvtrr,l ���` �� �T?p+`'/,, TC LL 30 30 40PSF REF
oWEXTANf..FLWfiMH TWS MAVM TO ALL CONTRACTORS IN JANG TIE INSTALLERS. ,� r 014
Trusses vulrr rxtrrne cart to fnbrkating,handling,shipping,Inst¢IOng d brnGnB• Refer So ontl �� , r,f•�`•`^• C DL 20 15 7 PSF DATE 10/O1/2
folios the latest edWon of BCSI CHWlding Canponent Safety Infornotlon,by TPI and SBCA)for safety ��T R '4ti/\t. efi'• 01014
practices prbr to perfornincthese functtone. Installers shall provide tenpprory hraeMB Der eCSf. C.1 \✓ , VAL1601
unless anted otn.rrme,top hard sha,have property attachetl strucSwol:heatntnB and hotto chord _ 6" f,r~~' ~.� B£ DL 10 10 10 PSF DRWG
shall have properly¢tt¢ched rigid celllnp, locations shorn far pernanenS toter¢( estrnlnt of bs �''^
(—�' shalt have brnc4p Instolletl per BCSI sectWns 83,H7 or B18, applkoble. APPIY Plates to each foes _ f ,, g LL 0 0 0 PSF
C] IIL'fL-._—�-, f truss and pocltlon as shorn above d pn the Joint Ortdls,u+less noted othardse. 6 ' �
Refer to tlrarinps 160A-Z for stAndard plate posRlnns. _ 9 T_L-1T, LD, 60 55 57PSF
Alpl divirton pF IN BWldinB CDnpanents Group Tnc.shalt t be panslble for r devmslon iron _ ' TAT OF )p1g
,tt't tl'w ODMPAt�1' this drarinp,any(allure io build the truss In conFarnnnee rlth ANSI/TPI 1,ar for Fwnd8n0,shlppin0• �r. •"' L t,
Instail¢tWn L br¢c4g of trusses, �'
A seal on tsp drM or cover page Ustk,g sho dra Th Mldc¢tae¢eceptance of profasslanal �% ' / r tii',(;
engineering responsMUty sorely Fa the design snorn me suKab J%y nd of tNs arorhg �. q_ `t,1 vV UR•FAC.1.25r 1.33 1.15 1.15
For any structtre is the rarpo My
of the H ,A g Beslgner per ANSI/TPI 1 See2 �� '!
733B94akelront Orrve this For nose Infornatlan see h•s ener¢l notes ppage and these reb sites SPACING 24.0'
Earth City,M0630d5 pLPINE�rrr.nlpinrltr.cont TPU rrr.tpins argi SHCPo rrrsbdndurtryargt ICQ YMIACCGafeArg !. L?t, '\^ ��
s
a '•ri 1171111tiijx'3„
A
Op
CLR Reinf orcing Member Substitution
T—Reinforcement
This detall is to be used when a Continuous Lateral Restraint (CLR) or
p s L—Reinf !l. or f.
Is specified on a truss design but an alternative web ;.- ,, �.
reinforcement method is desired,
L-Reinf,
Apply to either side of web narrow face,
Attach with 10d (0,128'x3,0',min) nails
at 6' o,c, Reinforcing member is
a minimum 807 of web
Notes' member length,
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.
T-ReinF, L-Reinf.
Web Member Specified CLR Alternative Relnforecement
Size Restraint T- or L- Reinf. Scab Reinf,
Scab Reinforcement;
2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web,
20 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face,
Attach with 10d (0.128'x3,0',min) nails
2x6 1 row 2x4 1-2x6 at 6' 04. Reinforcing member Is a
2x6 2 rows 2x6 2-2x4OK) minimum 807 of web member length,
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6OK)
Scab Reinf,
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
00 Center scab on wide Face of web. ,Apply (1) scab to each
face of web.
wsIWMTANTws FLQNISH naSS READ
DNG M ALL�CnITTRRAACCTCn INCLUDING THE INSTALLER& `\�.�`'� L, .�,t� ,,,� TC LL PSF REF CLR Sub
Trusses requVe extreme care In fabricating,handling,shipping,Installing and bracing• Refer to and tt
faIt..the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety J��(� ,/
practices prior to performing these functlons. Installers shall provide temporary bracing per SCSI. `�1, ♦,'EIYtJ '?/�1 TC DL PSF DATE 10/01/14
Unless noted otherwise,top chard shall have properly attached structurol sheathing and bottom chord V
shall have a properly attached rIgld telling. Locations shown for pe—.h,nt lateral restroint of rwbs pf.( • ' C DL PSF DRWG BRC BS11
shall hose brochig Instnlletl per above
sections on the
J nt Beta as unless no Apply plates to¢nth Face A ✓J/''/r L V�101
QI1t.11�1'LIrL-J-'j IILII��', f truss and p ilon os shorn.hove and on Yh¢Joint Betn4s, mess noted otherwise, 7S � - PSF 4 ,
Refer to drawings 160A-Z for standard plate posltl.ns. - $C LL
Alpine, division of ITV Building Components Group Inc.shall not be responsible for any deviation fro, -
AN fTWCOMPANY tins drawing,any failure to build the truss in c.nfornance with ANSI/TP[1,or for handling,shipping, Z.� f A 11F OF UT, LD, PSF
Installation t bracing of trusses.
I A seal on this drawing or cover page listing this drawing,Indicates acceptance of Professional
engIneering resportslbatty solely for the design sham The sultabllity and use of this drawing 6
133B9 Lakefront Drive for any structure Is the responsibility of the Bulldlno Designer per ANSI/TPI I Seel, G6rc/Af yi r_ �:DUR, FAC,
I for nore Information see this job's general notes page and these web sltesi �'y✓
i Earih City MO 53045 ALPINE,r .alpMeltw.comi TPI,wwetpInst.ergi SBCAI ewwsbcindustry.orgi ICO w—k-ofaorg t ivy`
� ,�y ,� SPACING
+++++efuluiuuNt`�
lift—
Cracked or Broken Member Repair Detail
Load Duration = 07
This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load
or web member.
Maximum Member Axial Force
This design is valid only for single ply trusses with 2x4 or
2x6 broken members, No more than one break per chord panel Member Size L SPF-C HF DF-L SYP
and no more than two breaks per truss are allowed,
Contact the truss manufacturer for any repairs that do not comply with this detail. Web Only 2x4 12' 620# 635# 730# 800#
(B> = Damaged area, 12' max length of damaged section Web Only 2x4 18' 975# 1055# 1295# 14154
(L) = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and Web or Chord 2x4 975# 1055# 1495# 1745#
species as damaged member. Apply one scab per face. 24'
Minimum side member length(s) = (2)(L) + (B) Web or Chord 2x6 1465# 1585# 2245# 2620#
Scab member length (S) must be within the broken panel. Web or Chord 2x4 1910# 1960# 2315# 2555#
Nail into 2x4 members using two (2) rows at 4' o,c„ rows staggered. 30'
Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Web or Chord 2x6 2230# 2365# 3125# 3575#
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this Web or Chord 2x4 36 2470# 2530# 2930# 3210#
detail is limited to visual grade #1 and MSR grade 1650f. Web or Chord 2x6 3535# 3635# 4295# 4745#
This repair detail may be used for broken connector plate at
mid-panel spaces. Web or Chord 2x4 2975# 3045# 3505# 3835#
42'
This repair detail may not be used for damaged chord or web Web or Chord 2x6 4395# 4500# 5225# 5725#
sections occurring within the connector plate area.
Broken chord may not support any tie-In loads. Web or Chord 2x4 4 8' 3460# 3540# 4070# 4445#
Web or Chord 2x6 5165# 5260# 6095# 6660#
s
Hlnlnun
L Distance
8
L L L
4' O.C. s
Typical ~
L
+ O + O + O + O L
O + O + O + O + Ninlnun It
Distance
St 2'agger L
+ = Back Face 10d Box (0.128' x 3', min) Nails:
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail Spacing Detail I "MAI
♦l1t tic' Pif�. L
,.VARHINO" READ AND FOLLOW ALL NOTES 17i TH[S DRAVINGI _�`v -- REF MEMBER REPr IR
..IMPORTANT..FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS �+ o�
Trusces require a trene care In Fabrlcating,handilnq,shIP11mg.Instalgnq and bracing. Refer to and �P Q\GENJ�� DATE 10/01/14
Folio•tha latest.dtlon of BCSI se Rolm Component safety Infornatlon,by TPI and SBCA)forsafety r..J>
practices prior to performing these Functlons. Installers shall provide temporary brotlng per BCSI. No. �'
Unless noted otherwise, top chord shall have properly attached structural sheatWnq and bottom char *, DRWG REPCHRD1014
shah nave a properly attnchad Igdl ceiling. Locations shown For permanent Intern.restraint of webs
(I ��f\ F7r—� small have d position
installed per BCSI sections the
87 r Det ils unless no Apply µatec to each face �. y{
a III III O 11llIF`\\V�I:JIIIIL`Lr=� f truss nd position as for s hove plate
to the i oIsS Oeta0.s,unless noted otherwise. ,3`fi(TE OF
Refer to drawings I60A-Z For standard plate positions.
Alpine, &vision of ITV Building Components Group Inc shall not be responsible for any deviation from� �l � a
AN ITVJ COMPANY this dro•lnq,tiny folure to build the truss In conformance with ANSI/TPI 1,or for hnndlhg,shipping, r l ♦ (A
btstallatlon 6 bracing of trusc.s. , p
A ..I on this drawing cover page listing this droving,Indcates acceptance f professional O/{S- O n l *'t/,e♦~
ngheering respansmllty solely far the design hown. The suitability Ind—of this drawing /4F.
T`
For any structure Is the responsAllity of the Bunafing Designer per ANSI/TPI I Sect. / -vQ�]h�/
E rth9 Lakefront Dn— For more Information see this,fob's general notes page and these web sItesi f / /`�1�('1�.�"+��♦♦
I
ALPINE.w w.alpineltw.comi TPIi r...tpinst—gl Sli••w.sbdndustry.orgl ICCi ww.Jc...fe.arq //I//� Illll♦♦ SPACING 24,0' MAX
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX.
'TANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
D❑ NOT USE THIS DETAIL FORT
1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONSS,
2, INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
3, LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME,
4, DRAG LOADS CONNECTED TO THE FALSE FRAME.
5, TOP CHORD APPLIED FALSE FRAMES.
6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'),
FILLER i 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS,
4' 0' OC MAX. LENGTH TO TRIM
r EXISTING FILLER
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
GENERAL NOTES: NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
— USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
FRAME CHORDS. SHOP APPLIED
— USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS, — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
— LOCATE VERTICALS AT 4'-0' O.C. MAX„ OR SEE NEXT OPTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
— IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
+ OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN
(4' MAX. PANEL LENGTH). ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE).
APPLY REQUIRED BRACING (SEE BELOW).
— OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FIELD APPLIED
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). — PLACE FALSE FRAME CHORD IN—PLANE WITH THE TRUSS,
— CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) IOd BOX
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOCK)
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
BRACING EXCEED 10'-0' O.C. FOR A SINGLE—PLY TRUSS BOTTOM CHORD. DESIRED,
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING — VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME TRUSS ATTACHED WITH 4 NAILS).
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
PER THE LATEST VERSION OF ANSI/TPI.
FACE ONLY),
•wVARNING".READ AND FOLLOV ALL NOTES(IN THIS WAVING] ,0, � ':, REF BC FILLER
wwIHPORTANT>•w FURNISH THIS BRAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to andf
Follow the latest edition of SCSI(Building Component Safety Infornotion,by TPI and SBCA)for safety q' \GENSA. DATE 10/01/14
practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. +�
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
small have a properly attached IOItl ce0.ing. Locations shorn for permanent lateral restraint of webs: « _ _ DRWG REPBCFIL1014
d Lf1 shall have bracing Installed per BCSI sections B3,H7 or BIO,as applicable. Apply plates to each Face fr
11--IJ�Ifs\ 111� F truss and position o shorn above and n the Joint Details,unless noted otherwise. f
u- Illl \�vll ILA Re Ftr to dra.lnps 160 as For standard plate positions. //
Alpine,a divislan of ITV Building Components Group Inc,shall not be responsible for y devlution fro / STAiE DF `
AN ITW COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or For hondum shipping, r
Installation 6 bra
of trusses. q��Vt t ✓ (`-�
A seal on this drawtrq cover page IL^ting this drawing,Indicates cccptamce f professional f-"J/'� / ('�V
engineer4+g sponshoUty solely For the design shorn The sultabalty and uce of this drawing i `r,� �j V
13369 Lakefront Drive For any structure Is the responslAtty of the BuRdIng Designer per ANSI/TPI 1 SecZ '
Earth City,MO 63045 For more Information see this Job's general notes page and these web sites. '�N, t�li<
ALPINE,w r,alpineltw.coni TPB wrt.tpinst.orgi SECA.w w.sbcindustry.org,ICG wwwjccsQfe.orp yy. _NAI° ,0
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SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 Mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere In roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, 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.
12
2 TO 12 �
3L
(x)
L �
24' MAXIMUM 1
`tttUl,lH RA A
•.VARNINGI.r READ AND FOLLOV ALL NOTES IN THIS DRAVINGI ��J ', TOTAL TOP CHORD REF 2X4 SCAB OR
wDtpMTANTww FURNISH THIS➢RAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In Fabrlcatlmg,handllnp,shlppinp,Instalgng and bracFig, Refer to and - �j. GEN$ tT''; LOAD NOT TO
folio•the laust edlUon of HCSI CZ"Idlnp Component Safety Infor-tian,by TPI and SHCA1 for safety ` F DATE 10/01/14
practices prior to perforninp these functions. Installers 5ia11 provide temporary braUnB Per BC$I. '%EXCEED 40 PSF
Unle s noted other.lse,top chord shall have properly attached strut<urnl heothing and button chard _ No/ (DEAD PLUS LIVE) DRWG ❑HSCB2X4101.4
shall have a properly ntt..,d Hold celling. Locatlons shown For permanent lateral restroint of webs = f'
F! ��(� (!I� shnll have hraUnp Installed per HCSI cand on the
J or Details,
as unlessapptlm.bl..no Apply plow. to each face
d III III O IIIIUUUIIII\\\\\VVVVVVI IIII IIL_= F truss and position as shorn above and n the Joint D¢tals,unless noted otherwise. _ /
Refer to dror ps IliDA-Z for standard plate positions. A�.E CIF Alpine,a mvlslon of ITV Bullding Conponents Group Inc shall of be esponsble for any devlatlon fron
AN[TWCOMPANY this dra•Inp,any failure to bulid the truss In confornance with ANSI/TPI L or for handllnp,sNppng, i Q
Installatlan L brocing f trusses.
A xal on this dro.lnp over pope listing this dro•Ing,Indicates acceptance of professional o q`.
i englne¢rMp responsbNty solely for the design shown. The sUtabKlty nd se of thLs dra.lnp .. G ` n�` \\` DUR� FAC. 1.15/1�25
For any structure Is the responrbAky of the b AdIng Designer per ANSI/TPI I Sect /�4� 41' \\
Earah Cly.eM063frcat ODa6 For more Infornatlon see this Job's general notes page and these.eb sltes� Nq�, ,,.�`\
ALPINE,r w.alpinelt.,conl TPI,.w..tpinst.."N SHCAI.rw.tbclnduvtry.org,ICQ..w.1—afe.rg f/ff t\tt SPACING 24'
3
STRONGBACK BRIDGING RECOMMENDATIONS
►All scab-on blocks shall be a minimum 2c4'stress graded lumber.'
BUTTSTRONGBACIC
BRIDGING TOGETHER ►All strongback bridging and bracing shall be a minimum M"stress
graded lumber."
4,-0• ►The purpose of strongback bridging Is to develop load sharing between
individual trusses,resulting In an overall Increase in the sfi fness of the
4.0'ZOO SCAB ATTACH BRAS WITH 10d BOYJGUN floor system. 2c6 strongback bridging,positioned as shown in details,
(0.1287Gd.0')NAILS IN2 ROWS ATWD.C. is recommended atl0'-0'o.c. max.
NOTE:tN LIEU OF SPLICING AS SHOWN.LAP ( )
STRONGSACK BRIDGING MEMBERS FOR AT
LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL ►The terms'bridging'and'bracing'are sometimes mistakenly used
Interchangeably. 'Bracing"is an important structural requirement
NOTE. Details 1 and 2 are the preferred attachment methods
ATTACH STRONGSACCKTo any floor or of system. Refer t0 the Truss Design Drawing(fDD)for
WEB WI(s)10d COMMON ® the bracing requirements for each individual h m component.
(0.148%7 NMLSOR(4)10d 'Bridging;particularly'strongback bridging"is a recommendation for
O BOXG 1N(0.1 ZrA&M)NALS a truss system to help control vibration. In addition to aiding In the
distribution of point loads between adjacent truss,strongback bridging
serves to reduce'bounce'or residual vibration resulting from moving
point loads,such as footsteps.
o
o
° The performance of all floor systems are enhanced by the installation
of strongback bridging and therefore Is strongly recommended by ITW
Building Compents Group Inc.
STRONGBACK BRIDGING
SPACING REMIR19JENTS
uP to Notes For additional information regarding strongback bridging,refer to BCSI
'vmw 2Qirvw''`°"b`d'°'" (Building Component Safety Information).
(2)t0d COMMON D.148S9t-)OR 21r to 90 2 ro", 1 at sech
BOWGUN(0.128-4.AJ"SATTOP 2c6(MINIMUM)STRONGBACK, -Vto4U3rwn 1at88dlY
AND BOTTOM OF 2x4 SCAB4%BLOCK. RESTRAINED AT EACH END. 0~4a epean rw m m 1 V of
ATTACH STRONGSACKTO BLOCK WI
(3)10d COMMON(0.148S -( )NAILS OR 3
(4)10d BOXIGUN(0.128-an W&--, O O A
o .
°
°° ATTACH STRONGSACK
TO BOTTOM CHORD WITH
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#'0-s-smwB -
»rADVG»IMO AND P011,71r AIL NOlW ON T®Dt= I- A. � A���i TC LL PSF REF STRONGBACK
T—rvl di.md—ken la hhrldl.,> M pW,.t.danmA.xd hnalvT. Rdt acid
d 1-11-D®(D�dldly �u �
C.mp...at Wd tT W—tlnn DT 7P1 e°d 11CA)1m WdT pre.tlw prior t.Pmler W U.-t—u— 1..1.11—6.11
momt.mp.nrT Dr=tlxy P.r DCD. =. -rW-d.tl,rr.l.e,1°p amrd d,.0 n.r.lu°p.r1T.ttarmd dx.at.x+t PamL ao1 �. E-N TC DL PSF DATE 2 28 11
ahma d,m m..a g°per1Y dleaD.d,dma°moos. iaentl....h..a for pxam.aemt tetead retnlas at,°m d,an Iv.. Q� �G `SF � � STRBRIBR0211
// Dx°.lxy 1..W1ed P•r BtM.e U—M It 87. Dr thl.JW.Aem..1 mtm pu.1.r max+Warm.11°a. _ l f�% .
N BC DL PSF DRWG
"WOR1/N1" fl11D=COPY OF T®D=GN TO DWAUA710X MYTRAMP. =
m Ruff[WmP®mt.Oroap b c(1TfDC0).Dan.ot D.—p-dnle for.W&ddln hom ew d.e m W—to n°Nd / C LL PSF
th.U—t°.°.lormene.vn 7PL.r hhrlc.L4xR,h.adimy WpplN.IuddlmA.brWAR d tra...a �eona.°br pl.en
8W3�p CarVm.�troW med.d 20/la/16U(V.N/3/t)AM AM3 U d.97/40/60("/11,9)Teh.Aml. Apply P1.ln to each I—°I truati / �
Pw.Wz.d a..h—.,.—ana.0 lmet Oda. TATE OF OT. I.D. PSF
A.4 as W.dr.H.(or a..er p.pe mdimte aeceplmce..d p nt..d..el anyl°eerloy—p-AbIllt7 oold7 Tar the L.— � Q'�
..mp==t dedp hem fta rdlaD011y.rd un d Wa.°mp=wt W"y Dolldmj I.Q4 n.P=dhWtT d tha Dwwo( %�
er �(
D.d� W AN97M I se..2 %'P© �j \'� \�I DUR. FAC. 1.00
Tri-DCC:♦..dt.epm;717:.m —Apl ° t17CA:o.t —.DaludadrFmm;IOC n.Aenef..Drt 'i. ,4, \ �••
SPACING
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