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HomeMy WebLinkAboutTruss Drawings RANEY COMPONENTS cover Sheet
aney 19900 Independence Blvd. Order#
Groveland,FL.34736 JOB# 136DCS087
omponentS,LLC Phone:(352)429-9429 • Fax:(352)429-7429
Printed:Thu, Nov 10 2016
F-Customer Information:
Name: Contact: Office or Home Phone: Cell Phone:
DR Horton Fill In Later
Address: City,State,Zip: Fax:
� I
,-Job Information. EORAddress:
Description: FOR Name and License Number.,
4EHB Hayden-2601 "C"OL OW
Address: City,State,Zip: Region:
Creekside Lot 87 Port St Lucie,FL St Lucie County
Loading Information:
Roof Loads: . Floor Loads:
TC Live: I TC Dead: BC Live: BC Dead: TC Live: TC Dead: i BC Live: BC Dead:
20 7 0 10 40, 10 0 5
Bldg.Code: Wind Std. Wind Speed: Bldg.Useage: Building Type: Wind Type:
FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M
Pages or sheets covered by this seal from:1 thru 51 Total 51
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 A01 2 A02 3 A03 4 A04
5 A05 6 A06 7 A07 8 A08
9 A09 10 A10 11 All 12 Al2
13 A13 14 B01 15 801GB 16 B02
17 C01GB 18 C01 19 CO2 20 v1
21 V2 22 V3 23 V4 24 V5
25 EJ7 26 BJ5 27 BJ3 28 BJ1
29 CJ7 30 41_1 31 41_2 32 4BJ1
33 4EJ3 34 4CJ3 35 FT1 36 FT2
h 37 FT3 38 FT4 39 FT5 40 FT6
41 FT7 42 FT8 43 FT9 44 FT10
45 FT11 46 FT12 47 FT13 48 FT14
49 FT15 50 FT16 51 FT17
n u e I Ali `Digitally c=US,oldened Manuel Martinez
>€ DN:c US,o=ldenTrust ACES Business
ty s •^�•R '.Representative,ou=M AND
' o'•««tgC%.� « ® ,ASSOCIATES P.A.,cn=Manuel Martinez,
0:9:2342.19200300.100.1.1=A0109800
No 04' 1 f I n ez D0te:2B 6.11.1 960000 4-0
1Bw Date:2016.11.1016:59:14-OS'00'
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authcntl•auan cadc-
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not c.mic Wed signed and scaled
and ttse Y:fh•§autisanticatian-de must be verified on any doctraw- -
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Page 1 of 1
r
RANEY COMPONENTS cover Sheet
aney 19900 Independence Blvd. Order#
Groveland,FL.34736 J08#136DCS087
o1171 nents LLc Phone:(352)429-9429 ' Fax:(352)429-7429
Printed: Wed, Nov 9 2016
-Job Information: _ _-.._Addr..._ ess: _ _-.......___.� --.._ _ -----_._.--- ^�—_-_-....------
Customer Name: � Creekside Lot 87 FOR Name and License Number.
DR Horton + 8537 Cobblestone Dr
Description; City,State,Zip:
4EHB Hayden-2601 "C"OL OWI Fort Myers,FL
—Loading Information:
RoolLoads: F1oorLoads:
TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead:
20 7 0 10 40 10 0 5
Bldg.Code. Wind Sid: Wind Speed.Bldg.Useage: Building Type: Wind Type:
FBC 2014 RES ASCE 7-10 160 Residential-CAT 11 C MWFRC&C&C w/M
Pages or sheets covered by this seal from:1 thru 51 Total 51
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 A01 2 A02 3 A03 4 A04
5 A05 6 A06 7 A07 8 A08
9 A09 10 A10 11 All 12 Al2
13 A13 14 B01 15 B01GB 16 802
17 C01GB 18 C01 19 CO2 20 V1
21 V2 22 V3 23 V4 24 VS
25 ER 26 BJ5 27 BJ3 28 BJ1
29 CJ7 30 40 31 41_2 32 4BJ1
33 4EJ3 34 4CJ3 35 FT1 36 FT2
37 FT3 38 FT4 39 FT5 40 FT6
41 FT7 42 FT6 43 FT9 44 FT10
45 FT11 46 FT12 47 FT13 48 FT14
49 FT15 50 FT16 51 FT17
Manuel Digitally signed Manuel Martinez
�,� DN:c=US,o=ldenTrust ACES Business
v+ 'r:'. Representative,ou=M AND E
;"US50CIATES P.A.,cn=Manuel
Martinez,
0 9:2342:19200300.100.1.1=A0109800
rt i n ez 000014B4CF8FE960000211F
�p ¢ .E�aw�¢• .4 '
¢� Date:2016.11.10 09:41:07-05'00'
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7f00 00 01 00 00 01 4b6e Sc d1as99#c(036
Rdt item flax Teen clectronicatysF,^yned artd waledby Mp.�lMartinet,
-?F.I=t..l.ta,pa ne11 cn tt�o dstr zF.awn abnue using a SY.w•7
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and on 2ayefectmrkOf r
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COPY
Page 1 of 1
Job Number: 136DCS087 Ply:1 SEQN:746847 I T10 1 COMN
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 2 FROM:AH DRW:
Truss Label: A01 Wgt:2D0.2 Ibs ! ... 11/09/16
l_ 6'4'7 T10' 14'2"13 18'4" 22'S"3 28'9"7 +3D'3"€9 36'8"
6'4'7 1'6"1 6'44 413 4'13 6'4"4 1'62 6'4'7
F=5X6
1112X4E G 1112X4
12
6
M (a) (a) :3X6
rn o 3X6 D H -
g 3X4 C 1 3X4 m
(a) (a)
=4X6(A2)8 J=4X6(A2)
9s A
P 0 N M L K
112X4 =H0308 =4X10 =-4X10 =H0308 1112X4
611 22"13 8'2'7 2'2"13 59"5 6'2"11
6'2"11 12' 14'2"1 22'5"3 24'8" 30'S"5
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): 0.159 G 999 240 B 1537 /704 /855 J- /395 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.346 G 999 180 J 1474 /666 1786 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:CMean Height:22.84 ft HORZ(TL): 0.140 K - - B Min Brg Width Req= 1.8
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= -
TCDL:4.2 psf Bearing B is Id surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 g a rigid
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.759
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1456 -2193
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 1548 -2797 G-H 1287 -2183
Lumber C-D 1244 -2218 H-1 1261 -2222
D-E 1270-2179 I-J 1608 -2817
Value Set:13B(Effective 6/1/2013) E-F 1452 -2191
Top chord 2x4 SP#1
Bot chord 2x4 #1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per PI Ibs
We Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B-P 2443-1275 M-L 2461 -1322
P-0 2441 -1275 L-K 2461 .-1322
Bracing O-N 2441 -1275 K-J 2464 -1322
(a)Continuous lateral restraint equally spaced on N-M 1502 -588 s
member.Or 1x4"T"reinforcement.80%length of
web member.Same species&SRB grade or better,
attached with 8d Box or Gun(0.113"x2.5",min.)nails ti ��t� I Webs Maximum Tens.Comp. PWebs Ply(Ib Tens. Comp.
1
@ 6"oc. P• p �
n.. .�
"'��� � °�+✓ � �+r` ��"� P-C 274 -10 F-M 967 -650Hangers/Ties
C-N 470 -586 M-G 409 -381
(J)Hanger Support Required,by others «�' •` '. ,r
.4 »» E-N 410 -383 M-1 524 -606
Loading N 471 ^ N-F 961 -647 I-K 278 -14
Truss passed check for 20 psf additional bottom
a a
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind STATE
Member design based on both MWFRS and C&C.
TA
SERIAL x:
7f 00 00 0100 00 01 4b 6e Sc di ca 99 Ic 10 36
This item has,Inver.atvetroolearty signed and sealed by F.-. cel Martinet„
?6 IcL.t.rc.tld 71821 vn tria eat,-shown above uang a SHA-1
a.thentka€tan c.de
'*WARNING" READ AND FOLLO,U�(ikklc�{1lFk;lS:rl�l9iTkdtS( 1/dILJ!^nlceand s:ca
QI O�22TA'T** mEURNI$Fi THIS DRAWING TOdtlLlle6:flN RA�ti3G1t� tN�xltU1J11itJCoai}16aN�iFaALLERS
Trusses eyTerylryGareirt�abnLa(irSg,handlin shippingyi�tstalling and bracing. Refer to and follow the latest edition of BCSI(Building
comp
Sa Iryfdrr�t�fiopy TQf an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing p Ur+1 ss hot�d:Qth is"d,�op chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache d gidn'atig(�$s foEloermanentPateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 610,
as a li le. p es t ace&f truss and osition as shown above and on the Joint Details, unless noted otherwise. {Refer 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 drawing any failure to build the
truss in conformance with ANSI/fPl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of proesslonag engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Qbidding Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites:ALPINE:ewxv.al ineitw.com:TPI:www.t insLor:SBCA:wow.sbcindus .com•ICC:wvnv.iccsafe.or
,r 1
Job Number: 136DCS087 Ply:1 SEGN:746848/T29!HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH DRW:
Truss Label: A02 Wgt:235.2 Ibs / ... 11/09/16
_ 14'212 '8" '544 26'97 -� ' 36'8"
2266'4"77 24 2 6'4"3 163
6'4"7 1
=5X6
F=5X6 G
1112X4E H 1112X4
12
6
r 1,3X6
3X6 D
m 0 3X40 J Z�3X4
rn
(a) (a)
=4X61A2)B K=4X6(A2)
S R Q P 0 N M
1112X4 =3X6 =4X10 =3X4 =4X10 =-3X6 1112X4
6'211 5'9"5 2'2'12 4'1"4 4'1"4 2'2"12 6'2"11 1�
6'211 12' 142"1 18'4" 22'5"4 24'8" 30'S"5 36'8"
Loading Criteria(psf) FEnclosure:
eria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 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 0 mph Pf:NA Ce:NA VERT(LL): 0.137 E 999 240 B 1447 /705 /862 1- /384 /5.5
BCLL: 0.00 Closed Lu:NA Cs:NA VERT(TL): 0.315 E 999 180 K 1447 /705 /862 /- /- /5.5
BCDL: 10.00 ory:II Snow Duration:NA HORZ(LL): 0.058 M - - Wind reactions based on MWFRS
Des Ld: 37.00 eght:22.50 ft HORZ(TL): 0.133 M - - B Min Brg Width Req= 1.7
NCBCLL: 10.00 TCDL: e psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.7
Soffit: 2.00 BCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearings B&K are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.574
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.969 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 G-H 1498 -1972
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1567 -2618 H-1 1311 -1961
Lumber C-D 1284 -2000 I-J 1284 -2000
Value Set: 13B(Effective 6/1/2013) D-E 1311 -1961 J-K 1587 -2618
Top chord 2x4 SP#1
E-F 1499 -1972 K-L 27 0 Bot chord 2x4 SP#1 F-G 1156 -1455 `
Webs 2x4 SP#3
Lumber value set by ALSC Maximum Bot Chord Forces Per Ply(Ibs)
approved 1/30/2013 by uses design values Chords Tens.Comp. Chords Tens. Comp.
Bracing B-S 2283 -1268 P-O 1452 -674
S-R 2280-1268 O-N 2280 -1294
(a)Continuous lateral restraint equally spaced on R-Q 2280 -1268 N-M 2280 -1294
member.Or 1 x4"T"reinforcement.80%length of Q-P 1452 -659 M-K 2283 -1294
web member.Same species&SRB grade or better, ;14{919
attached with 8d Box or Gun(0.113"x2.5",min.)nails yY
@ 6"oc. '. R ,ee Webs Maximum Tens.Comp. Webs
Per bs(IbsTens. Comp.
WindS-C 285 -11 P-G 221
Member design based on both MWFRS and C&C, All
of a
t C-Q 467 -624 G-O 798 -630
+. .` No 04 1 E-Q 421 -380 O-H 421 -380
mow" Q-F 798 -630 0-1 467 -624
F-P 222 -193 J-M 285 -12
r 3'C e
SI'ATE OF
°R
0 14.7
A
AIX
SERIAL#:
7f 00 00 0100 00 014115 6e Sc d 1 ca 991c 1`0 36
Thu item hax tmen clrcvenlcivy sttined'and naaled by Mancl Martine;
zr I%L.Uc.9473 B71 cn Me Cate Zhown above king a SHA=I
ali[7CTCtCaflCn C•3dC_
"WARNING" READ AND FOLLO, A41c iaTG.*ScQ kTkd6sn&3RAWJUGLgnecandzUil d
—IMPORTANT** FURNISH THIS DRAWING TCkALt(cMNIRArt UGRSdWit J,D1NGdT-aEINsi AL•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 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 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of professional engineering 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.
For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI:wwwt insLor•SBCA:www.sbcindus .com'ICC:www.iccsafe.or
i
Job Number: 136DCS087 Ply:1 SEQN:746849 1 T16 1 HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: A03 Wgt:233.8lbs ! ... 11/09/16
t� 6'4"8 14'212 i 1T 19" 22'S"4 28'9'7 30'3"8 36'8" i
6'4"8 1'6"1 6'4"3 279"4 2'8" + 2'9"4 6'4"3 1 6' 6'4"8
=5X6
F=5X8 G
1112X4E H 1112X4
12
6
3X6
3X6 D
O 3X4 C J�3X4 rn
(a) (a)
=4X6(A2)6 K=4X6(A2)
s=3 A
R Q P O N M L
1112X4 =4X6 =4X10 -3X4 =4X10 =4X6 III2X4
6212 5'9"4 2'2"12 4'14 4'1"4 2'212 5'9"4 6'2"12
6'212 12' 14'2"1 18'4" 22'1"4 24'8" 30'S"4 36'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.136 E 999 240 B 1449 /706 /862 /- /368 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.316 E 999 180 K 1385 /667 /793 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.134 L - - B Min Brg Width Reg= 1.7
Mean Height:22.50 ft K Min Br
NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 g Width Reg= -
TCDL: . in B is a Id surface.
5
Soffit: 2.00 gCDL: .0 psf Bearing rigid psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 g
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.574
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1168 -1459
Wind Duration:1.60 WAVE VIEW Ver:15.01.D1.0402.19 B-C 1589 -2622 G-H 1502 -1976
Lumber C-D 1288 -2004 H-1 1330 -1967
D-E 1314 -1965 1-J 1304 -2006
Value Set:13B(Effective 6/1/2013) E-F 1511 -1975 J-K 1649 -2640
Top chord 2x4 SP#1
Bot chord 2x4#3 mum or Forces (Ibs#1 We Maxi Bot Chord F P PI
Webs 2x4 SP#3 )
Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B-R 2286 -1328 O-N 1456 -702
R-Q 2283 -1328 N-M 2302 -1358
Bracing
Q-P 2283-1328 M-L 2302 -1358
(a)Continuous lateral restraint equally spaced on P-O 1456 -710 L-K 2306 -1358
member.Or 1x4"T"reinforcement.8D%length of
web member.Same species&SRB grade or better,
attached
@ 6"oc.with 8d Box or Gun(0.113"x2.5",min.)nails �% 01111111111111 y¢mF Webs Maximum Tens.Comp.es PW bls(Ib Tens. Comp
Hangers/Tiest�q_, �G+ *.**arty*rXF
(J)Hanger Support Required,by others C-P 466 -623 G-N 800 -632
E-P 421 -379 N-H 419 -377
Wind o 047182 - P-F 798 -630 N-J 521 -642
_
Member design based on both MWFRS and C&C. F-O 224 -194 J-L 289 -15
*
»; STATE OF
Est°
SEW&#:
7f 00 00 01100 00 01 4b ee Sc di ca 0 1 c(0 36
This r.7arti-K.
2E IFt..lK.da rr B2i en Ific c>f<sF.awnabore uxmp a sH-2
aut'fiaS u ati-code.
**WARNING— READ AND FOLLO,,%cAk1ckCbTI-tS:Q 6Tkdl>`xFJRAWJNGLranceane-aicd
'"'IMPORTANT** FURNISH THIS DRAWING TGAL16C>@bLIRAfdTGRS4NGIiW 14NGdT-ME,INSiFdAL-LERS
Trusses require extreme care in fabricating,handlin shippingyictstalling 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 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )2efer to
drawings 160A-Z for standard plate positions.
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 drawing or cover pa e,
listing this drawing indicates acceptance of pro essionag 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 iob's general notes page and these web sites:ALPINE:ww .al ineitwxom;TPI:wm.t inst.or:SBCA:www.sbcindust xom'ICC:www.iccsafe.or
t
Job Number: 136DCS087 Ply:1 SMN:746850/T8/HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: A04 Wgt:219.8 Ibs / ... 11/09/16
6'4"8 7'10" 14'2"12 15' 21'8" 2' "4 28'9"8 30'3" 36'8"
6'4"89" 6'8" 9" 6'4"3 1'6" 64"8
a=-5X6
1112X4E F —5X8G H 1112X4
12
A 6 3X6
3X6 D I
o 3X40 u2
3X4
ih
IP
06dA2)B K=
M4L6(A2)
S R Q P 0 N M
III2X4 -3X6 =3X8 =3X4 =3X8 =3X6 1112X4
5'9"4 2'2"12 4'1"4 4'1"4 2'2"12 5'9"4
12 12' 14'21 18'4" 22'5"4 24'8" 30'5"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.135 E 999 240 B 1447 /707 /868 /- /344 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA :VERT TL D.311 E 999 180
Risk Category: ( ) K 1447 1707 /868 /- /- /5.5
BCDL: 10.00 g ry:11 Snow Duration:NA HORZ(LL): 0.059 M - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.135 M B Min Brg Width Req= 1.7
Mean Height:22.00 ft
NCBCLL: 10.00 TCDL: psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.7
4.2
Soffit: 2.00 BCDL: . psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 Bearings B&K area rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.577
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.710 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 G-H 1553 -1960
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1614 -2617 H-I 1344 -1963
.Lumber C-D - 1318-2002 I-J 1317 -2002
Value Set:13B(Effective 6/1/2013) D-E 1344 -1963 J-K 1614 -2617
Top chord 2x4 SP#1
E-F 1553 -1960 K-L 27 0 Bot chord 2x4 SP#1 F-G 1262-1635 -
Webs 2x4 SP#3
Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set 13 by uses design values Chords Tens.Com Chords Tens: Comp.
approved 1/30/2013 by ALSC P• P•
Bracing B-S 2282 -1303 P-O 1626 -837
S-R 2278-1303 O-N 2278 -1335
(a)Continuous lateral restraint equally spaced on R-Q 2278 -1303 N-M 2278 -1335
member.Or 1x4"T"reinforcement.80%length of -Q-P 1626 -810 M-K .2282 -1335
web member.Same species(SRB grade or better, ttII�11111 ��
attached with 8d Box or Gun 0.113"x2.5",min.nails11
Web
6"oc. St T� � � Webs Maximum
Tens.Comp es P bs(IbsTens. 'Comp.
spssf kga
Wind *'~ t'y +` r' 'ate
�+ S-C 294 -10 P-G 203 -173
Member design based on both MWFRS and C&C. •m. `� y
C-Q 461 -619 G-O 732' -652
,! No 047182 E-Q 468 -34B O-H 469 -348
o Q-F 732 -652 O-J 460 -619
r.. �. F-P 203 -173 J-M 284 -12
STATE OF
« l: x
,fit *
.�' 0 t �
SER(AL X:
7f 00 00 0100 00 01 4b ee Sc d 1 ca 99 is 1`0 36
This itemh.a beersaIcat lullyfApa2snc sealadby IA.-A Ltarkhn 4 _
2E i=L.LAC.tl47182f Cn tYry Bate shown abnoc-anq a SHA•1
av[tlCft{:JFICC CT�G
**WARNING— READ ANDFOLLODUfdL1c8I114kT�SzQNStFkdk�SfJhZRyVdFlSnbsncdane:raicd
—IMPORTANT** FURNISH THIS DRAWING TCIAL oC€ONTRAG--60RSziNGltldDINGcIT#rlr.-4NSttT AL-LERS
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 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. kefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page
listingthis drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown.. The-suigability
and se of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI.1 Sec.2.
\ For more information see Ihis'ob's eneral notes pam and Ihese web sites:ALPINE:www.al ineitwxom:TPI:www.t inst.or:SBCA:www.sbcindus .com'ICC:www.iccsafe.or
1 }
T t
Job Number: 136DCS087 v Ply:1 SEQN:746851/T15 I HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: A05 Wgt:218.4 Ibs .. / ... 11/09/16
1 6'4'7 17'10"� 14'212 115i 21'8" 42'5i13 28'9"Il 30'4110 36'8" 1
6'4'7 T1'6"T 6'4"3 9" 6'8" 9"1 6'3"1 1 1'7"1 6'3"6 1
=5X6
III2X4E F =5X8� H 1112X4
12
6 p 3X6
3X6 Q 1
o r
� _,-3X40 J 1-3X4
m
(a) (a)
=4X6(A2)B K-4X6(A2)
R Q P O N M L
1112X4 -3X6 -3X8 -3X4 =3X8 -3X6 1112X4
11 5'9"5 2'2"12 4'1"4 4'1"13 2'2"3 5'10"6 6'1"10
6'211 12' 14'2"122'S"13 24'8" 3'16 36'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.134 H 999 240 B 1449 1708 /868 /- 1328 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.312 H 999 180 K 1385 /670 /799 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.136 L - - B Min Brg Width Req= 1.7
Mean Height:22.00 ft
NCBCLL: 10.00 TCDL: . psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= -
42
Soffit: 2.00 TCDL: . psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing B is a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CS: 0.582
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.711 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1275 -1639
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1626 -2621 G-H 1558 -1971
Lumber C-D 1330 -2006 H-1 1360 -1972
Value Set:13B(Effective 6/1/2013) D-E 1356 -1967 1-J 1334 -2013E-F 1565 -1964 J-K 1676 -2645
Top chord 2x4 SP#1
Botchord 2x4 We Maximum Bot Chord Forces Per PI Ibs
Webs 2x4 SP#3 #1
Y(Ibs)
Lumber value set"138"uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B-R 2285 -1370 O-N 1631 -865
R-Q 2282 -1370 N-M 2307_-1384
Bracing Q-P 2282 -1370 M-L 2307 -1384
(a)Continuous lateral restraint equally spaced on P-O 1630 -873 L-K 2310 -1384
member.Or 1x4"T"reinforcement.80%length of
web member.Same species&SRB grade or better,
attachedwith Sd Box or Gun(0.113"x2.5",min.)nails � ¢ Maximumes P (Ibs)
6"oc. Webs Tens.Comp. Webs Tens. Comp.
' +°" "'t•Hangers/Ties R-C 284 -10 O-G 204 -173
tr� mot• ! '.
.q �> • , C-P 460 -619 G-N 737 -652
J Hanger Support Required,by others
E-P 468 -348 N-H 467 -350
Wind No 047182e P-F 731 -652 N-J 513 -638
Member design based on both MWFRS and C&C.
o F-O 205 -173 J-L 287 -13
�. ,fig STATE OF
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gym' tY' t �-y w4�»+•
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7f 00 00 0100 00 01 415 6e 5c 41 ca 99 is i0 36
ihlz item has bacr.cicctreol.atty st-yner one u 1ea Ey Man-1 martins{
,F.rt..Nc pdJ1621 Cn ite RarC zhaWtt atmuc L-3nq a SMA.2
au Lhimtk.u..'ad..
—WARNING" READ AND FOLL01GVn &kTfixSat6Thda&}It&WJNSaL,g ,,andz-lca
—IMPORTANT** FURNISH THIS DRAWING TOrhL6G@NTRAG-,EfidRSiNGltU1<DINGRdT-NEE NSFAL-LERS
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 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.. The suigability
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:www.sbcindust .com:ICC:www.iccsafe.org
Job Number: 136DCS087 Ply:1 SEQN:746852/T7/HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH DRW:
Truss Label: A06 Wgt:201.6 Ibs .. ! ... 11/09/16
6'4"9 + 13' 18'4" 23'8" 30'3"7
6'4"9 6'7"7 5'4" T 534„ 6'7"7
1112X4
0=5X8 E =5X8F
12
6
o o3X40 G�-z3X4
iv
1 r
y
=4X6dA2)B H=4X6(A2)
a'a
P O N M L K J
1112X4 =4X6=3X4 =3X8 =3X4=4X6 1112X4
5'9"3 1' S'4" 5'4" 1' NA
6'2"13 12' 13' 184" 23'8" N' " 30'5"3 36'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.138 E 999 240 B 1447 /709 /868 /- /303 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.318 E 999 180 H 1447 /709 /868 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS
EXP:C
Des Ld: 37.00 Mean Height:21.50 ft HORZ(TL): 0.134 J B Min Brg Width Req= 1.7
NCBCLL: 10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.476 Bearings B.&H are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.488
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1430 -1924
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1634 -2597 F-G 1406 -2072
Lumber C-D 1406-2072 G-H 1634 -2597
Value Set:13B(Effective 6/1/2013) D-E 1430-1924 H-1 27 0
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Ibs
Bot chord 2x4 SP#1 Y(Ibs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"uses design values B-P 2260 -1319 M-L 1777 -971
approved 1/30/2013 by ALSC P-0 2257 -1319 L-K 2257 -1351
O-N 2257-1319 K-J 2257 -1351
Wind N-M 1777 -939 J-H 2260 -1351
I' Member design based on both MWFRS and C&C.
Maximum Web Forces Per Ply(Ibs)
� gt$i� alty � Webs Tens.Comp. Webs Tens. Comp.
A P-C 252 -10 M-F 265. :-192
41.trF�,.sa• +�++ d C-N 422 -532 F-L 425 -194
} ✓ +*. +p D-N 425 -195 L-G 421 -532
• D-M 265 -193 G-J 252 -12
f3 047182 E-M 233 -270
V. STATE OF UJ
V.
eo
V
/0NJ
SERIAL X
7f 00 00 0100 00 01 4b 6e 5o d 1 ca 99 is 10 36
This ft,hoc beers ckcuanlc>rtfy sty`ilgd snd sealed by Manual l tnrtlnec,
?F.FL.I.k.0171821 en uic 6aR:gown]b,f l:iq i SY.k•3
oocherekallcn code..
—WARNING* READ AND FOLLO."{.i41c4CffF.SS-CNLkTWbaDRAWdJ GLIll csandzcakd
—IMPORTANT" FURNISH THIS DRAWING TOd kLG.GNZRAO-beRSANG]iWLIiNGndT-N nANSi AL--LERS
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)for safety practices prier 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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. )Refer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling shippinqq,installation and bracing of trusses.A seal on this drawing or cover pagge,
listing this drawing,Indicates acceptance of professional engmeerinq responsibility solely for the design shown. The suifablllty
and use of this drawing for any structure is the responsibility of the BBuilding Designer per ANSI/TPI 1 Sec.2.
For more information see this job's qeneral notes paqe and these web sites:ALPINE:www.al ineitw.com'TPI:wvoa.t insLor:SBCA:www.sbcindust .com'ICC:w Jcceafe.or
T T
Job Number: 136DCS087 Ply:1 SEQN:746853/T14 I HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: A07 Wgt:201.6 Ibs / ... 11/09/16
6'49 13' 18'4" 23'8" 3D'3"7 36'8"
9 677'7 54„ 5'4" 6'7"7 6'4"9
1112X4
TD=5 8 E -5 8F
12
6
o ,3X4 G-3X4 to
i0
r`
1 =4X6(A2)B H=4X6(A2)
7_3 A
0 N M L K J I
1112X4 =4X6=3X4 -3X8 =3X4=4X6 1112X4
13 5'9"3 1' 5'4" 5'4" 1' S'9"3 6'2"13
6213 12' 13' 18'4" 23'8" D 30'S"3 1 36,8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.137 E 999 240 B 1449 /710 /868 /- /287 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.319 E 999 180 H 1385 /672 /799 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 1 - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:Cght:21.50 ft HORZ(TL): 0.135 I - - B Min Brg Width Req= 1.7
Mean Hei
NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearing B is a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.489
Spacing:24.0" C&C Dist a:3.67 it Rep Factors Used:Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.0o 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 1446 -1929
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1645 -2601 F-G 1419 -2079
Lumber C-D 1418 -2076 G-H 1672 -2619
Value Set:138(Effective 6/1/2013)
D-E 1446 -1929
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI
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-O 2263 -1385 L-K 1783 -1000
approved 1/30/2013 by ALSC O-N 2260 -1386 K-J 2280 -1391
N-M 2260 -1386 J-1 2280-.-1391
Hangers/Ties
Hanger Su M-L 1780-1006 I-H 2283 -1391
(J)Han g Support Required,by others
Wind
Maximum Web Forces Per Ply(Ibs)
Member design based on both MWFRS and C&C. q�i5f�dtdr � Webs Tens.Comp. Webs Tens. Comp.
O-C 252 -10 L-F 265 -192E At '
V as.strm� 0
�.�,� � C-M 421 -532 F-K 428 -200
' +'. �'�"� D-M 424 -194 K-G 446 -551
+, ;• `,. D-L 268 -194 G-1 256 -15
.` o j 1 s, E-L 235 -270
w
4
SERIAL»:
7f 00 00 0100 00 01 4b fe Sc d 1 ca 991 c 1`0 36
7F,Is item i�aa Gns:rs alactranizsty signet ant:calcd fy Mans:al Nartincr,
?F.1=:.Ltc.pG 71871 cn It;c late-st:own alxsoc c�nq a 5!1A*7
a+�t3�art6raticn tact.
**WARNING** READ AND FOLLOW41�,�1!&kTESFkdkS /dA1Gt a re,ne s tcd
—IMPORTANT** FURNISH THIS DRAWING TOdtLlkcS�JN�TE�AftsTp}7��fd£ultWLIIMCrsaZhlinlNdaFdiLLERS
Trusses require extreme care in fabricating,handlin shi,pingyiastalling 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 SCSI sections B3,B7 or g10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
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 e,
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 job's general notes page and these web sites:ALPINE:w�.al ineitw.com:TPI:www.t inst.or:SBCA:ww .sbcindus .com'ICC:vvAwjccsafe.or
Job Number: 136DC5087 Ply:1 SEQN:746854/T6/HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: A08 Wgt:193.2lbs / ... 11/09/16
6'4"9 11' 18'4" 25'8" 30'3"7 36'8"
6'4"9 47"7 7A 7,4„ 477 6,4"9
1112X4
D=5X8 E =5x8 F
12 T
_ 6F:;;- _I
t r o3X4C G-3X4
o rn
l =3X6dA1)B
Z5 H H=316(A1)
1 P O N M L K J
1112X4 -3X4=4X6 -3X8 -4X6==3X4 1112X4
4'9"3 1' 6'4" 6'4" 1' 6'2"13 1
6'2"13 11' 12' 18'4" 24'8" 25' " 30'5"3 3'6
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): 0.156 E 999 240 B 1447 /712 /861 /- /263 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.360 E 999 180 H 1447 /712 /861 /- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS
Des Ld: 37.00 C Mea HORZ(TL): 0.132 J - B Min Brg Width Req= 1.7
NCBCLL: 10.00 Mean Height:21.00 ft TCDL:4. psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7
s
Soffit: 2.00 BCDL:5.0 Bearings B&H are a rigid psf Bldg Code: FBC 2014 RES Max TC CSI: 0.553 9 surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.567
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.528 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.0o ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0. E-F 1654 -2312
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1643 -2569 F-G 1508 -2203
Lumber C-D 1509 -2203 G-H 1642 -2569
01 2312 H- 27
Value Set:13B(Effective 6/1/2013) D-E 1654- .
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-P 2229-1321 M-L 1922 -1090
approved 1/30/2013 by ALSC P-O 2227-1321 L-K 1922 -1090
O-N 1922-1058 K-J 2227 -1353
Wind N-M 1922 -1058 J-H 2229 -1353
Member design based on both MWFRS and C&C.
Maximum Web Forces Per Ply(Ibs)
X%��y;b Mill , Webs Tens.Comp. Webs Tens. Comp.
;d 5. ,�i P-C 191 -12 M-F 490 -341
am: a> r #
'�� . .� � `•�'�i� t`,p�, C-O 319 -370 K-G 318 -370
Mr. • .m ,� D-O 399 -192 F-K 399 -191
D-M 490 -341 G-J 191 -14
o 047162 g� E-M 378 -439 -
ID x? S `•
yam,��� 14,
+°�p�� t•y 1SS4, t�a�
SERIAL#:
7f 00 00 0100 00 01 4b Ge_',c d 1 ca 99 1 c f0 36
Tbls Itcm hatbeen alectranitaity l-ynet and.ealndt+y Manucl martinet•
PE.iFL.I.K.pa Tie2I cn ttic catC st Wn LU cL nq a SHA.i
arahcrckattar c.4.da
"WARNING" READ ANDFOLLOhLL/ctI11.4kTGaScQNnFk�t2( 1?IdNSeGgnceanes�sicd
"IMPORTANT— FURNISH THIS DRAWING TGALLCQNIRA193G RSS liWDi JGdEJ E3i NSFTRELERS.
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 ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 1310, .
as applicable. Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to -
drawings 16OA-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1,of for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pag.e
listing this drawing indicates acceptance of professional 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:waw.al ineitw.com'TPI:www.t insl.or:SBCA:www.sbcindus .com:ICC:w Jccsafe.or
f
Job Number: 136DCS087 Ply:1 SEQN:746855/T13 1 HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH DRW:
Truss Label: A09 Wgt:193.2 Ibs .. / ... 11/09/16
17
" ' " 30'3"7 3.6
6,49 4'7"7 7,4„ 25748„ 4'7'7 64"9
1112X4
D=5X8 E -5X8 F
T 12
6F�71
ft �3X4C C'�3X4
p N
3X6fA1)B H=3X6(A1)
z A - 1
0 N M L K J I
1112X4 =3X4=4X6 =3X8 =-4X6=3X4 1112X4
6'213 4'9"3 1' 6'4" 6'4" 1' 0"! 6'213
6'2"13 11' 12' 18'4" 24'8" 25' 30'5"3 36'B"
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): 0.155 E 999 240 B 1449 /713 /861 /- /247 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.361 E 999 180 H 1385 /674 /792 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.133 I - - B Min Brg Width Req= 1.7
Mean Height:21.00 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
TCDL:4.2 psf Bearing Bldg Code: FBC 2014 RES Max TC CSI: 0.554 9 B is a rigid surface.2.00 BCDL:5.0 psf
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.568
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.532 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 ft 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 1673 -2319
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1654 -2573 F-G 1519 -2213
Lumber C-D 1520 -2207 G-H 1669 -2592
Value Set:136(Effective 6/1/2013)
D-E 1673-2319
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"1313"uses design values B-0 2233 -1387 L-K 1929 -1120
approved 1/30/2013 by ALSC O-N 2231 -1387 K-J 1929 -1120
N-M 1925-1125 J-1 2251. -1393
Hangers/Ties M-L 1925 -1125 1-H 2253 -1393
(J)Hanger Support Required,by others
Wind Maximum Web Forces Per Ply(Ibs)
WbsMember design based on both MWFRS and C&C. A+!g`1 f%,11111111 �
�� �� O eC T 191Comp2 WeFs T bens.$$ Co 3p ,
r�T},
34
t *��✓ ¢� � D-N 399 -1911 F-G 403 -197
D-L 493 -343 G-1 196 -19
No 0 7182 E-L 379 -439
*®
14 E OF
�9
f
SERIAL�;
WOO 00 0100 00 01 4b Oe Sc d1 ca 99 to f0 36
T!,I:It.h.,Lnnrs clearualzatly skgnee sn2 ualc.l t:y Manucl t:.artinez,
-'s I%i.uc.as 71877 en the exM:F.awrt abnrn�-.nq a SSA-1
as:[herekadce,ca-:e..
**WARNING** READ ANDFOLLODU4bTl�S4�£}nTkJ6FJ11Za9N/aF1Sn�gneGardiaaicd
—IMPORTANT** FURNISH THIS DRAWING TO,dMUJL-WNaGRA9.50RSdNCitW.DiNGvdT-"&�NStTALLERS
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 andSBCA)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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 83,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 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 g PI 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 professional enginering responsibility solely for the design shown. The suifablllty
and use of this gnawing for any structure is the responsibility of ethe Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE:v w .al ineitw.com:TPI:www.t inst.or:SBCA:w .sbcindust .com;ICC:www.iccsafe.or I
� 7
Job Number: 136DCS087 Ply:1 SEQN:746856/T5/HIPS
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: Al Wgt:184.8 Ibs .. / ... 11/09/16
6'2"12 9' 15'22 18'4" 21'4"2 27'8" 305"4 36'81,
6'212 2'9"4 6'2"2 3'1"14 3'0"2 6'3"14 2'9"4 6'2"12
1112X4 =3X6 =3X4 -5X6
D=5 E F G H
T 12 — 7
6 1112X4C [11112X4
o n
v i7
1 3X6�A1)B J=3x6(A1)
4-3 rc 1 Q P O N M L
=3X4 =4X6 =3X8 =3X4 -4X6 -3X4
6'448 12'"8 5'7"8 S' 6'5"8 340"6 1,"8 6'4"8
6' 15'2"2 217'10 2 '8" 3 '3"8 36'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)- - .
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.187 E 999 240 B 1447 /784 /849 /- /222 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.432 E 999 180 J 1447 /784 /849 /- /- 15.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.140 L - - B Min Brg Width Req= 1.7
NCBCLL: 10.00 Mean Height:20.50 ft.TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.7
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.445 Bearings B&J are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.662
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:Yes Max Web CSI: 0.616 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in g.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1879 -2715
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1665 -2592 G-H 1867 -2698
Lumber C-D 1782-2529 H-1 1780 -2527
Value Set:136(Effective 6l1/2013) D-E 1879 -2715 1-1 1665 -2590E-F 1879 -2715 J=K 27 0
Top chord 2x4 SP#1
Bot chord 2x4 SP#1
Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"13B"uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B-Q 2248-1340 N-M 2028 -1195
Q-P 2026 -1162 M-L 2028 -1195
Wind P-O 2026 -1162 L-J 2246 -1371
Member design based on both MWFRS and C&C. O-N 2720 -1600
�� kt,111Llf11JI1,p'P Maximum Web Forces Per Ply(Ibs)
o Webs Tens.Comp. Webs Tens. Comp.
¢� +` , ar ® C-Q 281 -205 G-N 313 -354
+'od + Q-D 419 -319 N-H 839 -531
D-O 855 -544 H-L 418 -316
i o 0471 A E-O 309 -350 L-I 279 -203
O-G 93 -89
q
M �
N
SERIAL 9:
if 00 00 0100 00 01 4b Ge Sc d 1 ca 99 1c 10 36
rhlt item hps bpen ekcu,•slcstiy sy ttec snd acalpd,ty Manuel!.•,artin .
PF.i::..Lic.pa 7187t en tnc Batt:F.aWtt abUVe c.np a SUA..T
' atitYprt6caticn c�dm
"WARNING" READ ANDFOLLOLSUnhLk.i4glTFr.SS-Gk6Thtlk9tDR"aFG6gnecandseakd
"IMPORTANT" FURNISH THIS DRAWING TO,rALILG.GNZRAS-50RSakNfultWElU4GdTiAFm;INSFAL•LERS
Trusses require extreme care in fabricating,handlin shippingpinstalling and bracing. Refer to and follow the latest edition of SCSI(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 sheathingand bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. .,Refer to,
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSII I 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 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:www.sbcindus .cam'ICC:www.icrsafe.or
c t
Job Number: 136DCS087 Ply:1 SEQN:746857/T121 HIPM
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: A11 Wgt:196.0 Ibs .. / ... 11/09/16
9' 15'11"14 22'8" 29'6"6 36'8"
4'4" 6'11"14 6'8'2 6'10"6 7'1"10
1112X4 =5X6 =3X4
D=5X8 E F G =5X6 H
12
6
Z�12X4C (a) r
o_
v to
=4X A
43 AA2)B
E9 F I1
O N M L K J 1112X61
==3X4 =3X6 =3X8 =3X4 =3X6 =5X6
9' 3' 311"14 6'1114 1'84 51"14 6'l0"2
9' 12' 15'11"14 22'11"12 24'8" 29'9"14 36'8" Ai
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):-0.192 E 999 240
Enclosure:Closed B 1380 /775 /881 /- /- /5.5
BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.443E 986 180 I 1380 /765 /674 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.052 D - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:CMean Height:20.50 ft HORZ(TL): 0.117 D - - B Min Brg Width Req= 1.7
NCBCLL: 10.00 Code/Mise Criteria Creep Factor:1.5 1 Min Brg Width Req= -
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: 0.593 g g
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.646
Spacing:24.0" C&C Dist a:3.67 ft - Rep Factors Used:Yes Max Web CSI: 0.818 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1858 -2778
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1675-2602 F-G 1724 -2631
Lumber C-D 1546-2375 G-H 1144 -1750
Value Set:13B(Effective 611/2013)
D-E 1859-2778
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-O 2274 -1685 L-K 1815 -1193
approved 1/30/2013 by ALSC O-N 2085 -1462 K-J 1815 -1193
Bracing N-M 2085 -1462 J-1 0 0
M-L 2659-1747
(a)Continuous lateral restraint equally spaced on
member.Or 1x4"T"reinforcement.80%length of Forces Per Ply(Ibs)
For Maximum Web
web member.Same species&SRB grade or better, # � Webs Tens.Comp.For. Webs Tens. Comp.
@6' oc.
attached with 8d Box or Gun(0.11 3"x2.5",min.)nails �4% 11"If
�q�$ ,« °'d C-O 253 -214 F-L -364
Hangers/Ties `�� ,« «« { D-O 367 -118 L-G 994 -647
y i A� D-M 827 -508 G-J 757 -1014
(J)Hanger Support Required,by others "
`m � E-M 344 -396 J-H 2103 -1375
Wind No 047102 M-F 144 -135 H-I 924 -1324
Member design based on both MWFRS and C&C. "* _
Right end vertical not exposed to wind pressure.
S T AT E 0,F
®� 4k
le
SERIAL x:
7f 00 00 O100 O0 01 4b 6e 5c di ca 99 It f4 36
7h1:Item Tax tesr.aMaramzst3t•s(gnsd snd•salad ty Mon4•CI h;artinsq
�h FL.LtC.qd T3S:1 Cr,Itia as-shown aboutL NasmA.i
a?J CdICnt{;a[IGe 6Jd2
—WARNING— READ ANDF=OLEO?/VkLFc�i114bT1 $cQN•.rT,hlk�plZ�d//dNS�4�radanauslad
—IMPORTANT** FURNISH THIS DRAWING TO,�ALit CE,ONIRLrb.,TG SdNGLtWDiNGdThNEr NSiFa'ALLERS
Trusses require extreme care in fabricating handlin .hipping;,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted 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 810,
as applicable. Appfy 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 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 drawing or cover pa e_.
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per 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.ora:SBCA:www.sbcindus .com:ICC:www.iccsafe.or
J
Job Number: 136DCS087 Ply:2 SEQN:746873/T11/HIP7. D
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:AH :
Truss Label: Al2 Wgt:214.2 Ibs ! ... 11/09/16
7' 12'10"10 18'4" 23'9"6 298" 36'8"
7' 5'10"10 5'5"6 5'5"6 5'10"10 7'
=3X4 =5X6 =3X4
12 C=5X8 D E F m5X8G
T 6 �
o
T
I =4X6A
io P O J
(A1)B H=4XI6(A1)
1 ' 1 N-4X6 M L K-4X6(„)
1112X4 =4X6 =3X8 =4X6 1112X4
7'1"12 4' "4 7" 5'8"14 5'8" 7" 14 7'1" 1
7'1"12 1210' 1424'0"14 4' "6 29'6"4 36'812"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI.0 rite ria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Sid: 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): 0.275 E 999 240 B 2895 /1506 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL: 0.641 E 681 180
Risk Category: ( ) H 2895 /1506 /- /- /- /5.5
BCDL: 10.00 g ry:11 Snow Duration:NA HORZ(LL): 0.059 C - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:CMean Hght:20.00 ft HORZ(TL): 0.137 C - - 8 Min 8rg Width Req= 1.7
ei
NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearings B&H are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.509
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:No Max Web CSI: 0.493 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 13 -11 E-F 2074 -4054
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1500-2898 F-G 1882 -3676
Lumber Loading C-D 1882-3676 G-H 1500 -2898
Value Set:13B(Effective 6/1/2013) #1 hip supports 7-0-0 jacks with no webs.
D-E 2074 -4054 H-1 13 -11
Top chord 2x4 SP#1
Bot chord 2x6 SP#1 Wind Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"uses design values B-P 2561 -1314 M-L 3723 -1916
approved 1/30/2013 by ALSC P-0 2575-1317 L-K 2575 -1317
O-N 2575 -1317 K-J 2575 -1317
Nailnote N-M 3723-1916 J-H 2561 -1314
Nail Schedule:0.128"x3",min.nails
Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per PI I
Bot Chord:1 Row @12.00"o.c. y(Ibs)
41LBkddp � Webs Tens.Comp. Webs Tens. Comp.
Use equal spacing between rows and stagger nails C-P 333 M-F 392'
' 187
in each row to avoid splitting. �1 �" 664 -
1 563
:*spa® j
Special Loads �' t S ' �'f „r N-D 4114 -563 L-G 1295 -664
D-M 392 -187 J-G 333 -76
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 1711
4
TC-From 56 plf at -1.00 to 56 plf at 0.00 o 047182 o E-M 269 -304
TC-From 56 plf at 0.00 to 56 plf at 7.00
TC-From 119 plf at 7.00 to 119 plf at 29.67 3
TC-From 56 plf at 29.67 to 56 pif at 36.67 `
TC-From 56 plf at 36.67 to 56 plf at 37.67 BC-From 4 plf at -1.00 to 4 plf at 0.00 T f i f Ea F =
BC-From 20 plf at 0.00 to 20 plf at 7.00
BC-From 44 plf at 7.00 to 44 plf at 29.67y a
BC-From 20 plf at 29.67 to 20 plf at 36.67 y ' *s
BC-From 4 plf at 36.67 to 4 plf at 37.67 ®.P�i t� !
BC- 462 lb Conc.Load at 7.00,29.67
Plating Notes SERIAL a:
(**)1 plate(s)require special positioning.Refer to 7f 00 00 01 00 00 01 db 6e Sc dl ca 99 is f0 36
scaled plate plot details for special positioning ihls itemfiasGecr clectvamxa ys yrtce sne xs Wdk!yl am lbsrtinet
requirements. ?FJ=L.l.ra.VAnazl en IAc a>tr:F.owrt>Unrr c-=:ragas A.t
act7anEkaticr cuaa
**WARNING** READ AND FOLLO.>n¢tQL1�d1J4kTGSQNITkdk�EJJI�NG�ance>rezc3irtd
*"IMPORTANT** FURNISH THIS DRAW]NG.TOdalu(cSrinJ NSMAL-LERS
Trusses require extreme care in fabricating,handlingshippingyinstalling 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
attached rigid ceiling Locations shown for-permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to
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 pa e--
listing this drawing Indicates acceptance of proesslonag engineer'mct 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:mm.al ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .com:ICC:www.iccsafe.or
c J
Job Number: 136DCS087 Ply:2 SEQN:746874/T3 I HIPM
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: A13 Wgt:225.4 Ibs ! ... 11I09/16
7' 12'11'3 18'"'10 20'8"i 24'7"14 30'7"1 36'3" 8"
7' I 5'11"3 T 5'9"7 i 111"6t 31114 5'11"3 �6�57'15 5
1112X4 -3X4=H0308 =3X4 =4X6
12 C=5X8 D E F G H
6 =4X101
� T T
- aT
0
=4X6(A1)B M
a•3 A 1
0 N M =8 2L K J 1
1112X4 =8X14 =3X4 -5X8 1113X10
�1' '7'1"12 66'4 64"2 5'7'14 6'3"1 5'8"15
71"12 12'8" 190"2 248" 30'11"l
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): 0.273 E 999 240 B 2877 /1497 /- /- /- 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.638 E 686 180 J 2999 /1538 / -
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 C - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:CMean Height:20.00 ft HORZ(TL): 0.141 C - - B Min Brg Width Req= 1.7
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= -
TCDL:4.2 psf
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.575 Bearing B is a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.547
Spacing:24.0" C&C Dist a:3.67 ft Rep Factors Used:No Max Web CSI: 0.953 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 13 -11 E-F 2048 -4008
Wind Duration:1.60 WAVE,HS VIEW Ver:15.D1.01.0402.19 B-C 1491 -2882 F-G 2048 -4008
Lumber Loading C-D 1896 -3696 G-H 1782 -3485
Value Set:13B(Effective 6/1/2013) #1 hip supports 7-0-0 jacks with no webs. D-E 1895 -3696 H-1 1100 -2157
Top chord 2x4 SP#1 Left side jacks have 7-0-0 setback with 0-0-0 cant Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x6 SP#1 and 1-0-0 overhang.End jacks have 7-0-0 setback Chords Tens.Comp. Chards Tens. Comp.
Webs 2x4 SP#3 with 0-0-0 cant and 1-0-0 overhang.Right side jacks
Lumber value set"138"uses design values have 0-0-0 setback with 0-0-0 cant and 0-0-0 B-O 2547 -1306 M-L 3538 -1820
approved 1/30/2013 by ALSC overhang. O-N 2561 -1309 L-K 2254 -1162
Nailnote N-M 4021 -2066 K-J 11 -8
Nail Schedule:0.128"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 @12.00"o.c. �
Webs :1 Row
Use equal spacing between 'qn rows and stagger nails A - Ar C-O N 1314 -6 9 L-H 1446 -728
in each row to avoid splitting. �1 L]�r ��+r � N-E 198 -379 H-K 735 -1158
Special Loads' SV41 4 * *® D-N 315 -352 K-1 2502 -1274
P E-M 206 -155 I-J 788 -1439
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) R
04718
TC-From 56 pIf at -1.00 to 56 plf at 0.00 � ! g M-G 552 -269
TC-From 56 plf at 0.00 to 56 plf at 7.00
TC-From 119 plf at 7.00 to 119 pIf at 36.67 + ,
BC-From 4 pIf at -1.00 to 4 plf at 0.00 m
BC-From 20 plf at 0.00 to 20 pIf at 7.00 BC-From 44 pIf at 7.00 to 44 plf at 36.67 `��. ', STATE O
BC- 462 lb Conc.Load at 7.00
Hangers/Ties
(J)Hanger Support Required,by others `�s� f NAI-t:
Wind ` ifff44110
Wind loads and reactions based on MWFRS. SERIAL#'
7f 00 00 0100 00 01415 8e Sc di ca 99 Ic 10 36
Right end vertical not exposed to wind pressure. Tblt hero fiat men atcctrant.14 Lined and saaredey mm-tl tp-beck
?81PL.t[c.11471a7ten the Cate%Aa abnae Lung a SH-1
azthcrcka6icn code.
-WARNING" READ AND FOLLO'✓A/nkLl.AQTE.S:QNrTkdlaWa9��/JNCddllaltc,nd:-1, a
-IMPORTANT" FURNISH THIS DRAWING TOv/Ml 6C.@NlRAGi--EGRS, ltWDiNGodThltadNStTAL-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)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 properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insgialled per BCSI sections 83,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 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.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suigabtllty
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:ww .al ineitw.com•TPI:waw.t inst.ora:SBCA:www.sbcindus .com'ICC:ww.v.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746858/T1/COMN
DRW:
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH
Truss Label: B01 Wgt:98.0 Ibs .. / ... 11/09/16
5'6"2 10'10" 16'1'l4 21'8"
5'6"2 5'3"14 5'3':4 &VT
D=4X6
12
6
co r\2X4 C Eia2X4
o)
to -
N
(D
3X4(A1)B F=3X4(A1)
°�' A G
J I H
=3X4 =3X4 -3X4
1, T 10"15 1 4'1' T 10"15 1
T10"15 9'8" 13'9"1 21'8"
Loading Criteria(psf), Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# 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 880 /544 /523 /- 1248 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 H 999 180 F 880 /544 /523 1- /- /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 H - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.038 H B Min Brg Width Req= 1.5
Mean Height:20.96 ft F Min Br
NCBCLL: 10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 g Width Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.478 Bearings&&F area rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.417
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.295 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B. 27 0 D-E 1279 -1176
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1364-1374 E-F 1364 -1374
Lumber C-D 1279-1176 F-G 27' 0
Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1 P• P•
Webs 2x4 SP#3 B-J 1180 -1043 I-H 804 -563
Lumber value set"13B"uses design values J-1 804, -563 H-F 1180 -1060
approved 1/30/2013 by ALSC
Wind Maximum Web Forces Per Ply(Ibs)
r Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Teris. Comp.
C-J 465 ,-284 _ D-H 395 -398
J-D 395 -398 H-E 464 -284
T* r
No 047162
c is"
ON M
SERIAL
?f 00 00 0100 00 01 4b 6e Sc di ca 99 1c fO 36
Tbls item hax keen clecvnnh:atty sEyner and x Iia'!Gy/Aa 1k7artinrt,
PE.I'CL.LFc.pd 71821 en flit es0.thown abnre gang a 5H;.l
a%1tflCnt{ra[1GF1 CirdC.
—WARNING" READ AND FOLLOW71�kF�{11.4kTES�1 Thdf�G}J��/JdNSab3nc4andisated
—IMPORTANT** FURNISH THIS DRAWING TarAkiloC'ON-IRAG-EGRSdWliWDINGniT}dE�MiALLERS
Trusses require extreme care in fabricating,handling shipping;cinstalling and bracing. Refer to and follow the latest edition of-BCSI(Building
Comnent Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracingpo 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 bracingg 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. Defer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this Jawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: www.t inst.or:SBCA:www.sbcindus .com'ICC:ww.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746859/T2/GABL
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH TDRW:Truss Label: B01GB Wgt:142.8lbs / ... 11/09/16
10,101,
10'10" 10'10"
1'6"—(—1,4,E
(TYP)
�=4X4
I K
H L
12 G 1v
6 F,7- F N
Mtj �
rn E O -
iV
D P °
C Q
=2X4(A1)B R=2X4(A1)
A S
AH AG AF A AD AC AB AA=5X6Z Y X W V U T
r 21'8"
t, 21'8"
)' 21'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 K 999 240
Enclosure:Closed W 81 /50 /38 /- /11 /260
BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.002 J 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 O - - B Min Brg Width Req= -
EXP:C
Des Ld: 37.00 HORZ(TL): 0.003 O - - Bearing B is a rigid surface.
Mean Height:20.96 ft
NCBCLL: 10.00 .2 TCDL:4 psf Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 BCDL: . psf Bldg Code: FBC 2014 RES Max TC CSI: 0.116 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.030 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 J-K 322 -18
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 77 -123 K-L 268 -15
GCp1:0.18 Plate Type(s): C-D 82 -107 L-M 213 -18
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 D-E 77 -85 M-N 161 -40
Lumber E-F 109 -63 N-O 109 -63
Value Set:13B(Effective 6/1/2013) G-H 213 -18 P-Q 82 F-G 161 -40 O-P 77 -107-85
Top chord 2x4 SP#1 H-I 268 -15 Q-R 77 -123
Bot chord 2x4 SP#1 1-1 322 -18 R-S 27 0
Webs 2x4 SP#3
Lumber value set"13B"uses design values Maximum Bot Chord Forces Per PI Ibs
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
Plating Notes B-AH 187 -102 AA-Z 212 -106
All plates are 2X4 except as noted. AH-AG 197 -102 Z-Y 211 -106
AG-AF 202 -103 . Y-X 209 -105
Wind # � AF-AE 205 -104 X-W 207 -105
Member design based on both MWFRS and C&C. Y t 4¢ AE-AD 207 -105 W-V!eo 205 -104
Additional Notesv� t AD-AC 209 -105 V-U 202....-103
s.•� ..r,
"� ' y.* e-�1.°�f�+��, AC-AB 211 -106 U-T 197 -102
See DWGS A1603DENC101014&GBLLETIN1014 for �+r ;r«' � S*- '0 AB-AA 212 -106 T-R 187 -102
gable wind bracing requirements. `*
47182
.� o Maximum Gable Forces Per Ply(Ibs)
*a Gables Tens.Comp. Gables Tens. Comp.
C-AH 117 -48 Z-K 202 -83
D-AG 120 -75 Y-L 166 -73
STATE OF E-AF 108 -73 X-M 108 -73
`> F-AE 108 -73 W-N 108 -73
\ G-AD 108 -73 V-O 108 -73
�% H-AC 166 -73 U-P 120 -75
I-AB 202 -83 T-Q 117 -48
t f�1 J-AA 0 -173
r��t 1119 r1):��"6
SERIAL
7f000001000001*15OeScdica99le(0 36
Tbft item fins Eecrs c{ecuaal:ally stLned snd waled t;q Manuel btarti—A,,
2E JR..Lit.pd T1821-It¢Gate Shawn abate Lz ng a SHA-1
autiicrtY�fienudm
**WARNING" READ AND FOLLO�K1�11�1114k;�S:QN"F(lllus pJd�M1LVSn�d„ec�rez�Me
**IMPORTANT** FURNISH THIS DRAWING TOAL^t C,,GNIRAiS--51 RSANGltWD4NGdT-N&,UStTAL-LERS
Trusses require extreme care in fabricating,handlin shippingcinstalling 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 bracing Installed per SCSI sections_B3,B7 or B10,
as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I 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 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 paqe and these web sites:ALPINE'�.al ineitw.com'TPI:w .t inst.or :SBCA:w .sbcindust .corn:ICC:w�.iccsafe.or
t
Job Number: 136DCS087 Ply:3 SEQN:746875/T9/COMN
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: B02 Wgt:138.6 Ibs .. / ... 11/09/16
210'108 1
4 '1331D 3 4 " T "6 ,
E IIAX6
12 _4X6 D F 1�;4X6
6
a� u�
g3X4 C W5 G:4X4
ZD
=4X12(B3)B =4X4H=
T H0308(C3)
A
M L K J I
1112X4 =5X6 =8X8 =4X6 1114X4
1, 3712 3'4"4 3'9" 3'9" 3,4"4 3'8"12
H 3'8"12 TV 10,101, 14'7" 17'11"4 21'8"
6
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): 0.133 J 999 240
Enclosure:Closed B 8555 /4333 /- /- /- /5.5
BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.300 J 853 180 H 8555 /4333 /- /- / /5.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 1 - - Wind reactions based on MWFRS
EXP:C
Des Ld: 37.00 ght:20.96 ft HORZ(TL): 0.093 1 B Min Brg Width Req= 1.9
Mean Hei
NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.9
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CS: 0.345 Bearings B&H are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.823
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.494 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 9 -9 E-F 1617 -3071
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 2085 -3940 F-G 2147 -4127
Lumber Wind C-D 2126-4026 G-H 2598 -5058
Value Set:136(Effective 6/1/2013) Wind loads and reactions based on MWFRS.
D-E 1610-3062
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Ibs
Bat chord 2x6 SP#1 Y�l )
Webs 2x4 SP#3:W5 2x4 SP#1: Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"uses design values B-M 3508-1851 K-J 3599 .-1869
approved 1/30/2013 by ALSC M-L 3513-1855 J-1 4487 -2301
Nailnote
L-K 3515 -1851 1-H 4522 -2317
■ Nail Schedule:0.128"x3",min.nails Maximum Web Forces Per Ply(Ibs)
Top Chord:1 Row @ 5.0" o.c. Webs Tens.Comp. Webs Tens. Comp.
Bot Chord:2 Rows @ 5.00' o.c.(Each Row) ��������
Webs :1 Row @ 4"o.c. it M-C 93 -128 K-F 622 -1233
Repeat nailing as each layer is applied.Use equal O e� Ms C-L B7 -39 F-J 1298 -618
spacing between rows and stagger nails in each row ' fr if
to avoid splitting. ��� .,�� �■, ,! ��� L-D 1187 -606 J-G 452 -927
D-K 596 1112 G-I 802
4"o.c,spacing of nails perpendicular and parallel to - 358
grain required in area over bearings greater than 4" E-K 2663 -1359
o 047182 s
Special Loads rt "
r
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) t f
TC-From 56 plf at -1.00 to 56 plf at 7.13 p
TC-From 28 plf at 7.13 to 28 plf at 10.83 +�
TC-From 56 plf at 10.83 to 56 plf at 21.67 �f�f
BC-From 4 plf at -1.00 to 4 plf at -0.00 Q «
BC-From 20 plf at 0.00 to 20 plf at 7.13
BC-From 10 plf at 7.13 to 10 pif at 10.83
BC-From 10 plf at 10.83 to 10 pif at 211.67 °
BC-2999 lb Conc.Load at 7 lb Conc.Load at .06' � r 1
tfi
BC-1385 lb Conc.Load at 11.06,13.06,15.06,17.06 SERIAL#.
BC-1474 lb Conc.Load at 19.06,20.60 7t 00 00 0100 00 01415 6e Sc d1l ca 99 le K)X
T!,11 item has[carsatactran1z 11vs€gand sndIez Ey Moms oAartinax.
'r.Fl..i.lc.9471921 cn MaC ate zh wn ob rMing aSHA.7
a=�thentkaticn¢uda_
"WARNING" READ AND FOLLOUd(i(plc,i114k1FSO{�Th�k [aJrVYJjy(algrseardsrakd
"IMPORTANT- FURNISH THIS DRAWING TCbrA[Uji S;ONIRAC.EGRw''"111t111iNGdT4dEv4NroiFd\&LERS
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 permarient lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as applicable. Apply Plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions. '
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure.to build the
truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing indicates acceptance of protessionag engineerin 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.
w✓
For more information see this job's general notes page and these web sites: ALPINE:m .al ineitw.com'TPI:waw.t inst.or:SBCA:mvx.sbcindus .com;ICC:www.icrsafe.or
Job Number: 136DCS0117 Ply:1 SEQN:746860/T23/GABL
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: C01GB Wgt:36.4lbs / ... 11/09116
4, 8'
4 } 4'
�--1'4"�{
(TYP)
f' 2,8„
D—
=4X4
T 12
6 F�- C rE
v �+
N -
1 2X4(A1)B F=2X4(A1) iv
T
43 A G I1I
J I H
8'
1, 8. 1,
8
Loading Criteria(psf) Wind'Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 J 999 240 B* 91 132 /33 /- /14 /96.0
BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL):-0.002 J 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 J - - B Min Brg Width Req= -
EXP:C
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.002 J - - Bearing B is a rigid surface.
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: 0.145 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.037 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.021 A-B 27 0 D-E 167 -29
Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 83 -37 E-F 72 -55
GCpi:0.00 Plate Type(s): C-D 178 -29 F-G 27 0
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#1 B-J 129 -37 I-H 140 -38
Bot chord 2x4 SP#1 J-1 140 -38 H-F 124 -41
Webs 2x4 SP#3
Lumber value set"13B"uses design values Maximum Gable Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Gables Tens.Comp. Gables Tens. Comp.
Plating Notes C-J 320 -111 H-E 319 -111
All plates are 2X4 except as noted. D-1 6 -59
Wind
Member design based on both MWFRS and C&C. � ���t�illiilfp �
Left and right bottom chords exposed to wind. 1� tit` .; A J)� .for04
14 a
Additional Notes
See DWGS A16015ENC101014&GBLLETIN1014 for
gable wind bracing requirements. 047182
* STATE O
,0
S
N
' 41M
SERIAL_-:
7100000 0000014b&e5cd1ca01c1036
TrA item fiat been electranicsity styncc and u ieaty Manmel Martinez.
FE iii..Lit.0471821 cn tripdstc shown abave�Iaq a SHA.I
aV L11CYE1.^JOICn Cude.,
—WARNING— READ AND FOLLO.." LlctiS11aTEScQNnT'kd6%&}hA?/INGLJgncoandz fied
-IMPORTANT** FURNISH THIS DRAWING TGALl6CG.GNI.RAI&3G RSdNGLltlDINGdT-aVn•,INSiFAL-LERS
Trusses require extreme care in fabricating,handlin shippingyiostalling 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 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 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 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 job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:w .sbcindus .com:ICC:v&m.iccsafe.or
C t
Job Number: 136DCS087 Ply:1 SEQN:746861/T22/COMN
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:AH DRW:
Truss Label: C01 Wgt:30.8 Ibs I ... 11/09/16
4' I 8' I
I 4' T 4, 1
C=4X4
12
6
v to
(V
2X4(A1)B C=2X4(A1) N
3 A E
1112X4
1 4 4
4 $ 1,
Loading Criteria(psf) . Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.010 F 999 240 B 363 /187 /354 /- /115 /4.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.011 F 999 180 D 363 /178 /207 /- /- 14.0
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 F - - Wind reactions based on MWFRS
EXP:C
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.005 F - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5
TCDL:4.0 psf Bearings B&D are a rigid Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.274 9 surface.
BCDL:5.0 psf
Load Duration:1.25 MWFRS Parallel Dist:0 to h!2 TPI Std: 2007 Max BC CSI: 0.140 Bearings B&D require a seat plate.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.069
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 A-B - 27 0 C-D 660 -371
Lumber B-C 699 -371 D-E 27 0
Value Set:13B(Effective 611/2013)
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#1 Chords Tens.Comp. Chords -Tens. Comp.
Webs 2x4 SP#3 B-F 325 -423 F-D, "325 -423
Lumber value set"1313"uses design values
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Wind Webs Tens.Comp.
Member design based on both MWFRS and C&C. C-F 233 -195
Left bottom chord exposed to wind.
NO 047182
STATE OF
SERIAL'=:
?f 00 00 0t 00 00 01 415 6e Sc d 1 co 99 is f0 06
ltlz item fias bern alttunnitatty s(-yned snd ssal¢a t:y lAaru:cl klartinet,
?EIFLE.K.d471 R2fcryuic C2WshaWnab,,LYin9aSNRr2
a�Lh CTC{CdCICn S�dC.
"WARNING" READ AND FOLLO AL.I {QTES-akTkdaDRAWJNG6gncdands-il d
"IMPORTANT" FURNISH THIS DRAWING TChALH.GGNZRA4'3GARSciNGliWDINGdT-NEJNSFJhL-LERS
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 properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details_unless noted.otherwise. )Refer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin9�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawin ,indicates acceptance of rofessionag engineering responsibility sole) for the design show g
g p p , g g p ty y g n. The sulgability
and use of this drawing for any structure is tp�e responsibility of the gDesigner er ANSIITPI 1 Sec.2.
Building 9 p
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
a �
Job Number: 136DCS087 Ply:1 SEQN:622761/T4 I SPEC
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 2 FROM:AH DRW:
Truss Label: CO2 Wgt:36.4lbs ! ... 11/09/16
4' 6'4"8
4' 2'4"8
C
,2 =4X4
T
6
D=4X10 m
N r-
4"t5
T
2X4(A1)B —F � iv
1 ^a
A 1
F 1112X4E
3X4
1 4'1"l 2 2'2"12
1 —♦ 4'1'12 6'4"8 "1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.006 C 999 240
Enclosure:Closed B /147 /225 /- /84 /8.0
BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.007 F 999 180 D 244 244 /108 /120 /- /- /2.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:CHORZ(TL):-0.005 D - - B Min Brg Width Req= 1.5
Mean Height:15.00 ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5
TCDL:4. psf Bearings B&D are a rigid surface.
Soffit: 2.00 BCDL:5.0 earn psf Bldg Code: FBC 2014 RES Max TC CSI: 0.252 g g
Load Duration:1.25 MWFRS Parallel Dist:0 to hl2 TPI Std: 2007 Max BC CSI: 0.104 Bearing B requires a seat plate.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.085
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:16.01.016.0614.2D A-B 27 0 C-D 433 -242
Lumber B-C 434 -274
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-F 208 -328 F-E 0 -1
:Rt Bearing Leg 2x4 SP#3:
Lumber value set"l3B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/3 012 0 1 3 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Wind C-F 164 -11 D-E 26 -2
Member design based on both MWFRS and C&C. F-D 223 -345
t�%4%q$ti6lrldtp
*s `�
NO 047182 11
e
STATE
`4 #Is,g C ,
SERIAL#:
7f00 00 0100 00 01 4b 6e Sc d 1 ca 99 1c 036
Th,ls iten hoc bncr.cleetranlcatiy ctyned anc wiled by m....I rJ,zrtin ,
PE I.L.11,94 Ji HI I en ibc G-W:haven abovs g a SHAxi
adt3�crEkavica c�?do.
"WARNING" READ AND FOLLO?d1i,&LACLTES:4ZN Ttd6S:fJ1iZR.VING6gn.e,ndi-lEd
"IMPORTANT" FURNISH THIS DRAWING TCAL16CON1,RAS,E RSANG-liWDINGd-+dFm lustT At LERS
Trusses require extreme care in fabricating,handlin shippingy (Building
and bracing. Refer to and follow the latest'edition of BCSI(Buildin
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 83,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. Nefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with 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 protessionag 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:w .al ineitw.com'TPI:www.t inst.or:SBCA:www.sbcindust .com']CC:www.iccsafe.or
- Job Number: 136DCS087 Ply:•1 SEQN:746863/T36/VAL
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM DRW:
Truss Label: V1 Wgt:56.0 lbs / ... 11/09/16
1'8"8 i 5B"4'8
1'8"8
12
6
B=4X4
1112X4 A
C d12X4
tl -
N
C
-� =3X4(D1)
D
012X4 F 1112X4 E 1112X4
r 11'8"
1'8"8 4' 5'11"8
1'8"8 5'8"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.036 E 999 240 G' 75 /44 /46 /- /18 /140
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 E 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.014 E - - G Min Brg Width Req=
Des Ld: 37.00 EXP:C HORZ(TL):-0.019 E - - Bearing G is a rigid surface.
Mean Height:21.57 ft
NCBCLL: 10.00 TCDL:4. psf Code/Mise Criteria Creep Factor:1.5
2 .
Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.284 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.204 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.107 A-B 45 -21 C-D 80 -178
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B_C 50 -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(lbs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) G-F 0 1 E-D •8 -9
Top chord 2x4 SP#1 F-E 0 1
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
A-G 77 -48 E-C 361 -321
Wind B-F 164 -122
t Member design based on both MWFRS and C&C.
Left end vertical not exposed to wind pressure.
#iS37tt
Additional Notes
See DWG VAL160101014 for valley details. �' �•e1�
a
t 047162
� e7 � caro
10
.ate'^ i • .
+fie t
SERIAL::
fit 00 00 0100 00 01-4b See 5c d1 ca 99#c to 36
7hls Item has 6ncn ekcvanlrst7p s(�nna and xaaled 6y FAan>:•cl k5arnnez,
uc.d47is21cn the canesi,a atwwc¢sing a5MA-1
aFBhantl:asicn c�da-
-WARNING— READ AND FOLLOViUnlcLI-OA.4kTFLS:QkhiFh L9&Dh2AWJt4,G sgnc ndi>icd
"IMPORTANT" FURNISH THIS DRAWING TChALA.GG Ai&:EiD SoiNfuI1111,DINGdT-MrnIN€tTAL•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 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 positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing indicates acceptance of pro ession8 engineering responsibility solely for the design shown. The suigability
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:wwmal ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindust .com'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746864/T39 I VAL
4EHB Hayden-2601"C"OIL OW/DR Horton/4EHB Hayden-2601"C"OIL O Qty: 1 FROM:GM DRW:
Truss Label: V2 Wgt:44.8lbs / ... 11/09116
1'8"8 4' 3'11"8
12
6
B=4X4
T102X4 A
C 1112X4
N
D
1 -3X4(Dt)
s+
112X4 F III X4 E 1112X
9181,
1'8"8 I 4'
I 1,8„8 5'8„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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.010 E 999 240 G* 75 /45 /44 /- /17 /116
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.013 E 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 E - - . G Min Brg Width Reg= -
EXP:C
Des Ld: 37.00 HORZ(TL): 0.005E - - Bearing G is a rigid surface.
Mean Height:22.07 ft
NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5
4.2 psf TCDL:
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.201 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.109 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.097 A-B 48 -22 C-D 66 -154
Loc.from endwall:not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: B-C 50 -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 6/112013) G-F 0 1 E-D 10 -14
Top chord 2x4 SP#1 F-E 0 1
Bot chord 2x4 SP#1
Webs 2x4 SP#3
n values Maximum Web Forces Per Ply(Ibs)
Lumber value set"1313"uses design Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
A-G 84 -48 E-C 325 -255
Wind B-F 185 -136
Member design based on both MWFRS and C&C.
Left end vertical not exposed to wind pressure.
Additional Notes tL�l�� pIAF
See DWG VAL160101014 for valley details. ,'4 ';r,
PIP
No 0411162 q
m
T t`1E
SERIAL,.9:
7f 00 00 0100 00 01415 6e 6c d 1 ca 991c 1`0 36
Tills item Aas mm,.l tdartine.
PE.IFL.L..ee71921 cn ttic ratr sF.awrt abnoe ceang a S+:A•7
aurhar¢iw¢fcn case.
**WARNING** READ AND FOLLO,L�IQLle�1L4kTF�ScQNrFkJ6si&}J�x91NJNG�gnccanniealea
**IMPORTANT** FURNISH THIS DRAWING TGALil CONIRArbiTGR,SAJkultWDINCaT-MtaylN.$ttTAL•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)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSL 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 83,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 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 rlrawing or cover pa e_.
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiQability
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:wwmal ineitw.com'TPI: w.wi.t inst.or:SBCA:w,',w.sbcindust .com:ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746865/T35/VAL _
4EHB Hayden-2601"C"OL OW/DR Horton/4EH8 Hayden-2601"C"OL O Qty: 1 FROM:GM DRW:
Truss Label: V3 Wgt:33.6 Ibs / ... 11/09/16
1'8"8 T8„
I 1'B"8 I 511 8
l
12
6
B=4X4
1112X4 A
� T
N
N =3X4(D1)
1
E
1112X4 D 1112X4
7,8„
I_ 188 611"8
I 1,8„8 I 7,8„ '1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maxirpum Reactions(Ibs),or'=PLF.. . .
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.058 D 999 240 E' 74 /45 /41 /- /14 /92.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.070 D 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 D - - E Min Brg Width Req=
Des Ld: 37.00 EXP:C HORZ(TL): 0.027 D - - Bearing E is a rigid surface.
Mean Height:22.57 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: 0.365 Maximum Top Chord Forces Per Ply(Ibs) -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.257 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.078 A-B 48 -17 B-C 64 -64
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
E-D 3 -3 D-C 3 -3
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs
Bot chord 2x4 SP#1 ) -
Webs 2x4 SP#3 Webs Tens.Comp. Webs Tens: Comp.
Lumber value set 13131"uses design values A-E _ 88 -45. B-D 261 ,-188
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Left end vertical not exposed to wind pressure.
Additional Notes �q%W4111111ttpp0A�
S See DWG VAL160101014 for valley details. .' ""°
�14� � � 40
' o 047182
A
b
aM
SERIAL x:
7f 00 00 01.00 00 014b 6e Sc d1 ca 99 1c 1`0 36
Tt,ls item hoc teen cicarenlestiy s#yned soli ualed Gy h;arki-L
?F.1>i..I.C[.G471 a21 etn t:lc Gslc shown itY.H:C�sinq a SHA.E
�i�LtiCTLt.]41Gfl C3dC.
—WARNING" READ AND FOLLO,�kLl�,R1�kTES QN,tTkdL.sx(JI�9V�fAFlSnlr�ncc� exsa d
—IMPORTANT" FURNISH THIS DRAWING TOlAluLCGNIRAG-:RQRSoINCLiWOl GdTL-HF,,,NSFAlLERS .
Trusses require extreme care in fabricating,handling shipping;cinstalling 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 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. Nefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/rPl 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pagge,
listing this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suifablllty
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'ob's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.l inst.or :SBCA:www.sbcindus .com'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 t 'y SEQN:746866!T37/VAL
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM DRW:
Truss Label: V4 Wgt:25.2lbs / ... 11/09116
1'8"8 5'8"
1'8"8 3'11"8
12
6
B=4X4
T1112X4 A
iv T =3X4(D1) -
yN C
1IN Fl
�7
E
III2X4 D 1112X4
r 68"
1'8"8 3'11"8
1'8"8 68"
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# Lot R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.020 D 999 240 E' 74 /29 137 /- /10 168.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.023 D 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ LL: 0.008 D - E Min Br Width -
EXP:C ( ) - g Req- -
Des Ld: 37.00 Height:23.07 ft HORZ(TL): 0.009 D Bearing E is a rigid surface.
Mean Hei
NCBCLL: 10.00 TCDL: ei Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 BCDL:4.2 psf psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.130 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.059 A-B 51 -18 B-C 51 -41
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
Value Set:13B(Effective 6!1/2013) E-D 4 -3 D-C 4 -3
Top chord 2x4 SP#1Bot Maximum Web Forces Per Ply(Ibs)
We chord 2x4#3 #1 Webs Tens.Comp. Webs Tens. Coin
Webs 2x4 SP#3 p� P•
Lumber value set"'I 3B"uses design values A-E 95 -46 B-D 198 -137
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes ��
See DWG VAL160101014 for valley details. %��
eA
NO 04716
S `A F .�
SERIAL
7f 00 00 0100 00 01 4b 6e Sc d 1 ca 99 It f0 36
This item haz teen electronically s4bncc snd. Icd ty Manuel Moamar,
pa 71921 m ttir d.aee shaven atnsve xxmq a SH—I
ac[�crtt:aticn tide_
—WARNING'" READ AND FOLLO..UM Llc,{QTEScQkkTkd6FclJJ JNGLin,o,nd—icd
—IMPORTANT" FURNISH THIS DRAWING TaAL16WN.IRAIS-EQ S ltWD4NGdT-Mrn4NStFdAL-LERS
Trusses require extreme care in fabricating,handlin shippingpjrkstalling and bracing. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI and SBCA)fo'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 sheathinq and bottom chord shall have a properly
attache 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 trussand position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page•.
listing this drawing indicates acceptance of pro esslonag 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:www.sbcindus .com:ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746867/T38
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM DRW:
Truss Label: V5 Wgt:16.8 Ibs / ... 11/09/16
1'8n8 3'8" I
f 1'8n8 + 1'11n8 7
12
6
B=3X4
3X4(D 1)
3X44(D 1) C
712
I 3,8n
3'8n I
31811
Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,PfinPSF) Defl/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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.005 999 240 A* 71 /23 /31 /- /7 /44.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 - - A Min Brg Width Req=
Des Ld: 37.00 EXP:C HORZ(TL):-0.002 - - Bearing A is a rigid surface.
Mean Height:23.57 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: 0.058 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: moo A,-g 192 -144 B-C 189 -141
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.
Lumber
Value Set:13B(Effective 6/1/2013)
A-C 136 -145
Top chord 2x4 SP#1 -
Bot chord 2x4 SP 91
Lumber value set 1313"uses design values
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details. �g�$y�$ED, �(yPd�
"* No 04-7182
W a
m �
s r
STATE F �.
0 �
1
SERIAL M-
7f 00 00 0100 00 01 4b 6e 5c d 1 ca 99 is(0 38
This item hoc beers claaranlcaliy s{tned and sealea<ty man lMartine[,
?s FL.I1c.0473 s:.l cn uiceam shown abave c.inq a SHA-I
a:i[fiensbcaeinn c�±de,
"WARNING" READ AND FOLLO. &1cAQTFr-S-CLtkT dL%CR.AWAF G6gnccandse icd
"IMPORTANT" FURNISH THIS DRAWING TQId§LLGGNaIRAft:51DRSANfutlldDiNGdT-HrvlNSF>fALLERS
Trusses require extreme care in fabricating,handlin ,shi in installin and bracing. Refer to and follow the latest edition of BCSI(Building
g pP practices 9. r ( 9
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 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 16OA-Z for standard plate positions.
Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI i 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 protessiona' 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 cieneral notes paqe and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbcindust .com'ICC:www.iccsafe.or
r ,
Job Number: 136DCS087 Ply:1 SEQN:746868/T21 I EJAC
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 28 FROM:AH DRW:
� Truss Label: EJ7 Wgt:23.8 Ibs .. / ... 11/09116
C
12
6
M
O In
co (�
2X4(A1)B
1 A
D
1, 7
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 /155 /257 /- /211 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /26 /102 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 D C 171 /169 /85 /- /- /1.5
Des Ld: 37.00 EXP:CMean Height:20.00 ft HORZ(TL): 0.031 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
TCDL:4.2 psf D Min Br Width Re
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.533 g q= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req= -
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000
Bearing B is a rigid surface.
Loc.from endwall:not in 4.50 It 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 77 -160
Value Set:13B(Effective 6/1/2013)
Top chard 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#1 Chords Tens.Comp.
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.
N0 047162
3
,. fiT OF r�$(}
-'A �(�
SERLAL«:
7f00 00 0100 00 01 4b6e5cd1 ca991c1`036
Thlz iter:i Tat been ad and sealed by Maa-I Martine I,
p4 TI911..M.date haw.above sting a SMA+I
autt;crti:adcn csdc.
"WARNING" READ AND FOLLOMUnrLkl�JlL4kjFrS QN:iFkdRhVV1FJGbyneeanez sica
"IMPORTANT" FURNISH THIS DRAWING TObdab6WNTRA-G-9 Df7G4N4i,Llt101NGdT-"F.,aUSFJAL•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)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 Details, unless noted otherwise. Nefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/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 processional-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:w. .al ineitw.com:TPI: w .t inst.or:SBCA:m�.sbcindus .com'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746869/T18/JACK
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 6 FROM:AH DRW:
Truss Label: BJ5 Wgt:16.8 Ibs .. / ... 11/09/16
C
12
6
o to
C'7
2X4(A1) B
T A
D
1� 5
5'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W '
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 1123 /208 /- /155 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /17 /70 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - C 119 /115 158 !- /- /1.5
Des Ld; 37.00 EXP:C HORZ(TL):-0.012 D - - Wind reactions based on MWFRS
Mean Height:19.50 ft
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=Bearing B is a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:
18 Plate Type(s):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"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
No 047162
STATE OF
g
w
SERIAL#:
V 00 00 0t 00 00 01415 tie 5c d 1 ca 99 1 c(0 36
Thl:item has 6eert eL^cuanitstiy sy;aee snd sealc�E:y Martl:cl ASartinaru ,
?E 1'1..I.tc.04 TI S21 en trio Cate shown above L%jog a SHA•1
w.-tr,rtk.vo ¢tMG
—WARNING** READ AND FOLLOAdnt4Llc�311&kTGScQNnT#t16Fnf�fZ(1WsJ()Sy��ncn4rasralca
**IMPORTANT** FURNISH THIS DRAWING TOAL71oWbMRA(B.,E dR6 11WDit4GdiHfn,auGi AL-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 810,
as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. }defer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI gPl 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 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:wuw.al ineitw.com:TPI:www.t inst.or:SBCA:mvvv.sbcindust .com:ICC:wvvvvJ safe.or
Job Number: 136DCS037 Ply:1 SEQN:746870!T19/JACK
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 6 FROM:AH DRW:
Truss Label: BJ3 Wgt:12.6 IN, / ... 11/09/16
C
12
6
M
O LO
2M(A1) B
' N
4"3
A
D
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 /95 /162 /- /101 15.5
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 /- /- /1.5
Des Ld: 37.00 EXP:CMean Height:19.00 ft HORZ(TL):-0.004 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
TCDL:4.2 psf D Min Br Width Re
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 g q=
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.075 C Min Brg Width Req=
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:
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 29 -110
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"l3B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
.%kollilIB.�F d �
g
�.
STATE OF :4U
SEX AL x:
7f 00 00 0100 00 014b Be S.:di ca 991c 1`0 36
7hli ILCisf fiii t+"Cn tIGLV4nIC2r71t'Sj�nCL-Z..ke Ltv IAan"cl tlartinc�,
?t:l"t..Lin.as As7l en Lic GaGC Shown obnce 4.3n9 a SHAF
—WARNING" READ AND FOLLO,"A,L1caB ITES CLtkT,kd6&pfRAWJNG4tinecanessaka
"IMPORTANT" FURNISH THIS DRAWING TOALLGGN3 RA-G-EGRSvMliWD1NGdTMi&y NStTAL-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)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 83,B7 or B10,
as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 4Refer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9abillty
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 insLor :SBCA:www.sbcindus .com'ICC:www.iccsafe.or
1
Job Number: 136DCS087 Ply:1 SEQN:746871/T20/JACK
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 6 FROM:AH DRW:
Truss Label: BJ1 Wgt:11.2 Ibs .. / ... 11/09/16
12
6 C
2X4(A1 ) B
o Un
4113
D
1'
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 Udefl 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 /27 !- /- /1.5
Des Ld: 37.00 EXP:C HORZ(TL): 0.001 D - Wind reactions based on MWFRS
Mean Height:18.50 ft
NCBCLL: 10.00 TCDL: . psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
42
Soffit: 2.00 BCDL: . psf Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req= -
Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.016 C Min Brg Width Req= -
MWFRS Parallel Dist:D to h/2
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)
Wind Duration:
18 Plate Type(s):1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 27 0 B-C 29 -19
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"l3B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
0.
MA
No 047162
,n
A
zz
. '� STATE OF
*A =
ONAX-
SERIAL 9:
7f 00 00 0100 00 01 4b Be 5c dl ca 99 1c 1`0 3$
TrA item hoc bean aleevnntcs9v't•abned and ualad br Manuel b;artine7,
-'E 11L.1,11.04711121 art tfm dGa 1h.a alxv:a us3np Sr.:.I
ivt�CT[{.aflen 6#CC.
**WARNING— READ ANDFOLLO�1dldLlci114kTF�ScQ£lnTkdk�c[JJ�9Yd/dA1Sn�tgnceanazca4ca
—IMPORTANT** FURNISH THIS DRAWING TGAL6G..4flNTR#GZEGRS ltUDINGdTHFn,�NkoF�LERS
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 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 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 shipping,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing indicates acceptance of proesstonag engineering responsibility solely for the design shown. The suigab111ty -
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:".sbandus .com'ICC: www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746872/T27/HIP
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 3 FROM:AH TDRW:
Truss Label: CJ7 Wgt:42.0lbs / ... 11/09/16
6'3" 9110,11
6'3" 37'
D
12
4.24 p 55 3X4 C
_v
m �
HB 3
2X4(A1)B
T
4"3 1112X A
�4 =5X6 F E
6'1"4 37" 6'1
VY 6-1"4 9'3"4 9'1 Eiikl
Loading Criteria (psf) Wind'Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(fbs)
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): 0.014 G 999 240 B 326 /199 /- /- /- /7.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 G 999 180 E 410 /176 /- /0 10 11.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - - D 168 /163 /- /- /- /1.5
Des Ld: 37.00 EXP:C HORZ(TL): 0.009 F - - Wind reactions based on MWFRS
Mean Height:19.99 ft B Min Br
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5
TCDL:4.2 psf E Min Br Width Re
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 g q= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.308 D Min Bis Width Req= .
Re Factors Used:No Max Web CSI: 0.247 Bearing B is a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft P
Loc.from endwall:NA FT/RT:20(0)110(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19
Lumber A-B 9 -8 C-D 72 -74
Value Set:13B(Effective 6/112013) B-C 382 -638
Top chord 2x4 SP#1Bot Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 P�chord 2x4 #1 Chords Tens.Com Chords Tens. Comp.
We
Lumber value set"l3B"uses design values B-G 578 -337 F-E 0 0
approved 1/30/2013 by ALSC G-F 570 -339
Loading Maximum Web Forces Per Ply(Ibs)
Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens.Comp. Webs Tens. Comp.
Wind �tti1116l� �It G-C 181 0 C-F 406 -684
Wind loads and reactions based on MWFRS. 0-
1.. Asp
o 047182
la STATE OF -a,
f
Q,;�`
&1 �
SERIAL it-
W 00 00 0100 00 01 415 6e Sc d 1 ca 99 le t0 36
This item has been etectranlcs'ityazncc=n sealedt:y Mangy-s1 martlnes.
PF.I`t•Lr¢.qd T1811 en t'IC eiG^sF.awn]bare L.,np a 54n:7
a�thcr tkasicr¢ude..
"WARNING" READ AND FOLLO?/knR�#ci{114kSGS¢QCJ„T#d6 (2JNL�bgoccana:sakd
**IMPORTANT** FURNISH THIS DRAWING TGALtLC.. N•IBAru5G RSAN£ultltDING,dT-H ny NSFTnL-LERS
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 er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attachedrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with 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 professional engineering responsibility solely for the design shown. The suigability
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:vx .sbcindus .com'ICC:ww .iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746885/T24/COMN
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 2 FROM:GM DRW:
Truss Label: 41-1 Wgt:36.4 Ibs I ... 11/09116.
5' 10,
5' S'
12 C-4X6
� 4 � � .
to
r �
T -
2X4(A1)B 6=2X4(A1) N
13 5 A
F
1112X4
5' 5' 1,
1' 5' 10,
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/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 /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0,023 F 999 240 B 433 /205 /272 /- 179 14.0
BCLL: 0.0D Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.028 F 999 180 D 433 /205 /272 /- /- /4.0
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 F - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C HORZ(TL): 0.009 F - B Min Brg Width Req= 1.5
Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Big Width Req= 1.5
NCBCLL: 10.00 TCDL:4.2 psf
Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.320 Bearings B&D 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: 0.213 Maximum Top Chord Forces Per Ply(Ibs)'
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.078
Loc.from endwall:Any FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chards Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 19 0 C-D 810 -638
Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 809 -638 D-E 19 0
Lumber
V Maximum ns.Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 611/2013)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#1
Bot chord 2x4 SP#1 B-F 575 -620 F-D 575 •-620
Webs 2x4 SP#3
Lumber value set"'I 3B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp.
Wind C-F 206 -48
Member design based on both MWFRS and CBC.
No 04!182 . R
kN
SERL4L z.
7f00000100000114b6eSc41 ca01cf036
TL,li item has:titer,eL ntrenlcatiy stpac and saalec Gy Manuel viartiner.
aE I%t•f.,<.tw 75 RSI cn tnc cat.sAawn alx,ua u�ana a SMk*I
xahentnatmn coat.
**WARNING— READ AND FOLLOMUnkLFcAQTFLScQN-,�F,Hk9,fJ.RAtU:dJN-Gbrmacand paled
—IMPORTANT** FURNISH THIS DRAWING TCkAUI�GoNmRAe.'UG RSafiCItWDINCo:ZHFm,41�FAL-LERS
Trusses require extreme care in fabricating,handlin shippingyimstallingand bracing. R.efer 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 sheathingg and bottom chord shall have a propperly .
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Insfalled per BCSI sections B3,67 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 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 ANSIff PI 1,or for handling.shippingg,installation and bracing of trusses.A seal on this hawing or cover page,
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:wwwt inst.or:SBCA:wwwsbcindust .cow[CC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746883/T31 I HIPS
DRW:
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:GM
Truss Label: 4L2 Wgt:44.5 Ibs / ... 11/09/16
3' 7' 10,
3' 4' 3'
12
4 C=4X6 =$X4
L0
c0 =2X4(A1)B E=2X4(A1)
T ~
3'15 A F r
H G
III 2X4 =3X4
1 3'1"12 3'6"12 33 8 1'
3'1"12 618118 10,
Loading Criteria (psf) Wind Criteria Snow Criteria P 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: 160mph Pf:NA Ce:NA VERT(LL): 0.021 G 999 240 B 493 1241 /- /- /- /4.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D,046 G 999 180 E 493 /241 /- /- /- /4.0
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.014 G - - B Min Brg Width Reg= 1.5
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Reg= 1.5
TCDL:4.2 psf Bearings B&E are a rigid surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.192 g 9
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.213
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.039 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 19 -14 D-E 410 -919
Wind Duration:1.60 WAVE VIEW Ver:15.01,01,0402.19 B-C 408 -923 E-F 19 -14
Lumber C-D 368 -883
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-H 658 -374 G-E 855 -376
Lumber value set"138"uses design values H-G 872 -370
approved 1/30/2013 by ALSC
Loading Maximum Web Forces Per Ply(Ibs)#1 hip supports 3-0-0 jacks with no webs. Webs Tens.Comp. Webs Tens. Comp.
C-H 99 0 G-D 104 0
Wind C-G 11 0
Wind loads and reactions based on MWFRS. �� tt 5191td P'r
No 0471132
13 - STATE OF
x
.< N
SERIAL.9:
7f00 00 0100 00 01 4b6eScd1 ca9910I`036
Trls ilea has Peer,sleciranlcsf3y vEtnnd sne:soled[v M.._1 Martine c,
?F.I:L,Ltc.tld 7]e:l en I3iC Csrr zhaWn]bone Li3ng a SHnx7
a�:N;mts:adnr caec..
`*WARNING** READ AND FOLLObA4r4Llc,{1L4kTFSkkLV T{�k&Rht /dFJSah ne ,r,ez�iea
—IMPORTANT** FURNISH THIS DRAWING TCdML16C�ONIRAGT dRS"ItWBINGdT-"sn�UStTAL-LERS
Trusses require extreme care in fabricating,handlin shippingninstalling 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 er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10
as applicable. Apply Plates to each face of trussand position as shown above and on the Joinf Details, unless noted otherwise. Kefer to,
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shippingq,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 sunabllrty
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:waw.al ineitw.com'TPI:www.t insLor'SBCA:ww,a.sbcindusl .coin'ICC:ww Jccsafe,or
Job Number: 136DCS087 Ply:1 SEQN:746877/T28/JACK
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 4 FROM:AH DRW:
Truss Label: 4BJ1 Wgt:11.2lbs / ... 11/09/16
12
4 �
C
2X4(A 1 )B L
31 A r`
D
1 '
1f
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) .
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 147 /100 /133 /- /29 /4.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT L:NA
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C -13 /24 /26 /- /- /1.5
Des Ld: 37.00 EXP:C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS
Mean Height:15.00 ft
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: 0.172 D Min Brg Width Req= - .
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.018 C Min Brg Width Req= -
S Spacing:24.0" Re Factors Used:Yes Max Web CSI: 0.000 Bearing 8 is a rigid surface.
P 9� 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)
Wind Duration:
18 Plate Type(s):1.60 WAVE VIEW Ver:15. Chords Tens.Comp. Chords Tens. Comp.
01.01.0402.19
Lumber A-B 19 0 B-C 20 -9
Value Set:13B(Effective 6/112013) .-
Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#1 Chords Tens.Comp.
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.
NO CJ47182
STATE OF
41
4�
ONAI-
SERIAL,
7f 00 00 0f 00 00 014b 6e.5c all ca 99 1c t0 3$
Thlt Rem hot Gorr.ti¢ nlz lIV tkped suds led try I PA ar tine{.
-8s Ft..LEa.v 71021an me,cote,zt:aWrt abnre Ans.SiIA•T
a+�t71CP[l;alien SJCC..
**WARNING" READ AND FOLLO,iM- Ldc.aTES:QL\6TkdahlRdhVrVJF?)Gd6,ezardrsaied
**IMPORTANT** FURNISH THIS DRAWING TO,!hL)tcWNaTRRG3GaRSdNGltttlD4NGdT-HrvlNSiAkLERS
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)for sapety 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 10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless not
otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss In conformance with ANSI/TPI 't,or for handling.shippin ,installation and bracing of trusses.A seal on this drawing or cover pa e
listingthis drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and se 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:w.nw.al ineitw.com:TPI: www.t inst.or:SBCA:www.sbcindust .com'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746881 I T30/EJAC
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 3 FROM:GM DRW:
Truss Label: 4EJ3 Wgt:12.6lbs / ... 11109/16
I
12
4 C
T
LO
2X4(A1 )B
s3 A
D
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 U# Loc R /U /Rw /Rh 1 RL /W
TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 190 /87 /151 /- /57 /4.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 49 /7 /38 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - C 62 /43 /25 /- /- /1.5
Des Ld: 37.00 EXP:Cght:15.00 ft HORZ(TL):-0.004 D - - Wind reactions based on MWFRS
Mean Hei
NCBCLL: 10.DO TCDL: ei psf Code IFMisc 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: 0.171 D Min Brg Width Req= _
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 C Min Brg Width Req=
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:
GCpi:0.18 Plate Type(s): I 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 19 0 B-C 20 -61
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP 41 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#1
Chords Tens.Comp.
Lumber value set"l3B"uses design values B-D 0 0
approved 113012013 by ALSC
Wind
Member design based on both MWFRS and C&C.
}fig}1�_, KSR s'v dig R•s
F40 047162
4
b r
A
y.: n S 3 A E 13 a '"'i �Yr
N.
g qP*.} ev
J° l,p a Ar t a• 'H
SERIAL
71`00 00 01 00 00 01 0 6e sc d1 ca 991c(60 36
Rdz Itch haz h—I Itc .11.11y:Esned and scalc_f by rAanecl f-tiner,
?F 19L,f.:c.04 71821 en ula eat..-zh—�brace Bang a S+iA=1
JUt11CYCkdGIGm C3�C
**WARNING** READ AND FOLLOVdnldJLc�I1L6kTES QN:IF#dkS( JA1Ca4anceares�iea
**IMPORTANT** FURNISH THIS DRAWING TCbAIu6GQNTRA-G.,5 QRSSdN4ultld:DlNG:dTR&,,l SvT'AL-LERS
Trusses require extreme care in fabricating,handlin shipping;minstalling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for sapety 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
at
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, defer to
Details, unless noted otherwise.
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/TPI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing failure
cover pa e.
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/TP1 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.sbcindust .cam•ICC:wwwiccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:746879/T17/HIP_
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 2 FROM:GM DRW:
Truss Label: 4CJ3 Wgt:15.4 Ibs .. / ... 11/09/16
12
2.83 C
T
N
r
2M(A1 ) B
35 A
D
�-- 1'5"
4'2113
4'2"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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): NA B 149 /76 /- /- /- 14.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 69 14 /- /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C 35 /5 /- /- /- 11.5
Des Ld: 37.00 ea Cn Height:15.00 ft
M HORZ(TL): 0.005 D - Wind reactions based on MWFRS
Mea
NCBCLL: 10.00 TCDL:4. 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: 0.078 D Min Br gWidth Re q= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.107 C Min Brg Width Reg= -
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: moo 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)
Wind.Duration:
18 PlateType(s):1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 9 -7 B-C 9 -2
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 1/3 012 0 1 3 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 pif at 4.18
BC-From 0 plf at -1.41 to 4 plf at 0.00 xfit5j$ 3
From
TC- -3 lb C ncc.Load a 1.41
2 plf at 4.18
BC- 20 lb Conc.Load at 1.41
Wind
a
Wind loads and reactions based on MWFRS. `, r {3
047162
s-rA
A � Y
-y OF
®I s r 9{yµ
0 R � N, A-
�s
SERIAL z:
7f 00 00 0100 00 01 4b Gc Sc d1 ca 99 1c t0 36
Thls item fins beers cLcaranirst7J sftneE and scalad Fy 1fam:sl t.,artinc;
FF.1=-.I.K.94'71821 en tilt aata%hown aba -Ing aSHhF
auttentt:aticn oede.
**WARNING** READ AND F0LLOkAlm2Llca{11.4k; ScQNnFkdlsu{0J 4ydfJSn��rceend:zaicd
**IMPORTANT** FURNISH THIS DRAWING TQALLGONIRAGr:EG RS:INCliWDINGdT-HFvaNStT-AL-LERS
Trusses require extreme care in fabricating,handlin shippingpinstallirig 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 B3,87 or t
as applicable. Apply plates to each face of trussand position as shown above and on the Join Details, unless noted otherwise. }Zefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawing,indicates acceptance of professlonag 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 inst.or:SBCA:w .sbcindust .com•ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622489 I T251 SY42 ,
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW:
Truss Label: FT1 Wgt:109.2 Ibs Page 1 of 2 ! ... 11/09116
1'4"
(TYP)
=2X4 W=3X4 =2X4
AL A B C D E F G H I J K L M N O P Q R
T 9"8 .S
2X4q
AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V U
W=3X4
j 19,11"8
19'11"8
Loading Criteria(psf) Wind Criteria Snow Criteria(P9,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 /- /- /- /- /239
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface.
Des Ld: 55.00 EXP:NA Mean Height:NA 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
Soffit: 0.00 BCDL: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
I: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.o614.20 E-F 1 0 N-O 1 0
Lumber F-G 1 0 O-P 1 0
Value Set:13B(Effective 6/1/2013) G-H 1 0 P-Q 1 0
H-I 1 0 Q-R 1 0
Top chord 4x2 SP#1 I-J 1 0
Bot chord 42 SP#1
Webs 4x2 SP#3
Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
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. � AF-AE 0 1 W-V 0 1
,�s �. JA;f4y AE-AD 0 1 V-U 0 -1
Plating Notes � `i�p�, !' "Ns.,� AD-AC 0 -1 U-T 0 -1
All plates are 2X4 except as noted. � 't `* j AC-AB 0 1
Additional Notes o e t-'1 2 %a} Maximum Web Forces Per Ply(Ibs)
See detail STRBRIBR1014 for bracing and bridging ` Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as 4 AL-AM 0 -2 R-T 0 -4
� A-AK 0 5 T-S 0 7
otherwise shown.
STATE Truss must be installed as shown with top chord up. �` ' *�
, •,�, `*.` Maximum Gable Forces Per Ply(Ibs)
>� •.Z i �w � Gables Tens.Comp. Gables Tens. Comp.
B-AJ 0 -107 J-AA 0 -133
7' t" % C-AI 0 -139 L-Z 0 -133
�Tfy9t}dt'tll 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 Sc di ca 99 1 c 10 36 F-AF 0 -133 O-W 0 -132
lmt iten ha€t;cen cfecuatNxaity m(nee.nnd:came ty ti:an�Ib'arnnz:, G-AE 0 -133 P-V 0 -139
?a Ist..Lee.paT192t cn ti;c cote:hewn alcove c:in,�a 5HA4
act[hertttadcn cudc. H-AC 0 -133 Q-U 0 -107
'*WARNING'* READ AND FOLLOIMALIc,{QTES QNkThdaDFAWjNG6,jo dandssaicd
**IMPORTANT** FURNISH THIS DRAWING TOd LILCGNaZRA(D-E RSANGliW.DiNGdT#dEy UStTALLERS
Trusses require extreme care in fabricating,handlin shi in insta in and q g pp g� II g. bracing. Refer to and fallow the latest edition of SCSI(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,B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this'drawing any failure to build the
truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,
listingthis drawing indicates acceptance of uro essiona engineering responsibility solely for the design shown. The suitability
and se 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:waw.sbcindust .com'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622489/T25/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW:
Truss Label: FT1 Wgt:109.2 Ibs Page 2 of 2 / ... 11/09/16
I AB 0 -133
�» o .047162
a
w
•. STATE OF 4u:f)��
✓ �� � .
SERIAL 9:
7f 00 00 0.100 00 01 4b 6e Sc di ca 991c f0 36
Thl,item has hears eiactranfcaUy s1;ncd_ri sealed by Moraecl FAzrtinc;
PF.I?L.1k.as tl 1121cntvRdstt'hownab'J cl nii a SI.A�I
a±Jttieit{:atlCn 2e`r�C_
—WARNING— READ AND FOLLOkrVnf�Llc�{11EkTErS Q[VnFhdt� /dAJSa4�ncaaresralcd
"IMPORTANT" FURNISH THIS DRAWING TOidMltttcCANZ.RAG-TG RSAN uLiWDINGdT-,HEaNStT AL-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)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 Details, unless noted otherwise. �Defer to
drawings 16OA-Z for standard plate positions. -
Alpine,a division of ITW Buildins Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the .
truss in conformance with ANSI/I PI 1,or for handling.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suigablllty.
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 insl.or:SBCA:www.sbcindust .com'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622494!T43/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 4 FROM:DJH DRW:
Truss Label: FT
2 Wgt:142.8 Ibs / ... 11/09116
9P"12
7'3"8 9'3"8 4 19'11"8
7'3"8 + 2' 10'5"12
31'3"� 74 �I
3„12 1-3"12 1'4"4'i 1'3„12 1-3„1—"�
III2X4 III2X6 =5X6 =2X4
=2X4 1112X4 1116XB W=3X4 =3X4 1112X4 III2X4
A B C D E F G H I J K L M N O P
T as AD Q
2X4 AE +
i 3�'8
X W V U
AC AB °p=XBY 1115X6 =5X8 =4X4 T S R
W=3X4
19'11"8 Ai
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 393 240 R 1085 /- !- /- /- 14.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.076 R R Min Brg Width Req= 1.3
Mean Height:NA ft Bearings AC&R are a rigid Code/Misc Criteria CreepFactor:1.5 surface.
NCBCLL: 0.00 BCDL:NA psf Bearing AC requires a seat plate.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.535
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 FTlRT: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:16.01.01 B.0614.20 B-C 0-1891 J-K 0 0
Lumber C-D 0 -3329 J-L 0 -4086
D-F 0 -3329 L-M 0 -3305
Value Set:13B(Effective 6!112013) E-F 0 0 M-N 0 -3305
Top chord 4x2 SP#1 F-G 0-4618 N-O 0 -1896
Bot chord 4x2 SP#1 G-H 0 -4624 O-P 1 0
Webs 4x2 SP#3 H-1 0 -4612
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. AC-AB 1059 0 W-V 4392 0
AB-Z 2708 0 V-U 0 0
Camber ��EB$1k9� � p AA-Z 0 . 0 V-T 3809 0
Max JT VERT DEFL:LL:0.38"DL:0.26".See detail Z-Y 4034 0 T-S 2700 .0
DEFLCAMB1014 for camber recommendations. *��i 1, �4. Y-X 4035 0 S-R 1061 0
X-W 4624 0
Additional Notes «
+2x6 continuous strongback.See.detail ,+ .$,
STRBRIBR1014 for bracing and bridging + Maximum Web Forces Per Ply(Ibs)
o 3 1 , Webs Tens.Comp. Webs Tens. Comp.
recommendations.
Webs are square cut except dbl diagonals or as ..: ; AD-AE 1 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
:* f
AB-C 0 -1136 M-T 0 -79
�" ``�a�• n�� �� C-Z 844 0 T-N 822 0
F-X 138 O 0 9599 S= -147 O
1161 0
r1NA 1m1t � X-G 0 -918 P-R 0 -40
SERIAL 9: H-W 0 -326 R-Q 0 -7
7f00 00 0100 00 01 4b6eScd1 ca991ct0;16
Thk Item hai k;ran mlcarsnlrzFty xty-nee snE acale�by Manuel M-h-z.
PF.Irt-LK.p4718:1 ar,lfc G4 SF.aWn at>fl v'a uzinq a 540.•F
wtT,artf;aticn s.+dc.
**WARNING** READ AND FOLLO"u2,LlciUQTES.QNnT;kda J /JNG6g..d.ndx aicd
"*IMPORTANT** FURNISH THIS DRAWING TObtLA.CGNIRAG-:50RSANCliWDINGdT-N n4NStTAL-LERS
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 B3,87 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 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 pa e,
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 ANSIlTPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:w .al ineitw.com;TPI:www.t instor:SBCA:www.sbcindus .com'ICC:www.iccsafe.or
r
Job Number: 136DCS087 Ply:1 SEQN:677424/T32/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 11 FROM:DJH DRW:
Truss Label: FT3 Wgt:98.0 Ibs .. / ... 11/09/16
7'3"8 9'3"8 1611"8
7'3"8 2' 6'8"
�- VT -� �114{ �- V10"12—{ �
2,6„ 1'3"12 1,3,12� �" 2'6" „��1,3,i
=4X6 =4X4 III3X4 1113X4 =4X4 =4X6
A B C D E F G H I J K
T 8r8 T
=2X4D
s . — , _,I V%1: �1/
S R Q P O N M L
=4X4 =4X6 =3X6 III3X4 1113X4 =3X4 =4X6 =4X6
1611"8 Ai
Loading Criteria(psf) Wind Criteria• Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.176 F 999 360 S 864 /- /- /- /- /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.280 F 663 240 L 878 -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 B - - S Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.051 B - - L Min Brg Width Req= -
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearing S is a rigid surface.
TCDL:NA psf Bearing S requires a seat late.
Soffit: 0.00 gCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576 g q P
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.679
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.404 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 -2675
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.19 B-C 0-1441 G-H 0 -2664
Lumber C-D 0-2393 H-I 0 -2356
Value Set:136(Effective 6/1/2013) D-E 0-2393 1-1 E-F 0-2670 J-K .0 -1442
3 - .0
Top chord 4x2 SP#1
Bot chord 4x2 SP#1
Webs 4x2 SP#3 Maximum Sot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC S-R 834 0 O-N 2527 0
Plating Notes R-Q 2021 0 N-M 2022 0
Q-P 2625 0 M-L 831 0
All plates are 2X4 except as noted. P-O 2675 0
Hangers/Ties
(J)Hanger Support Required,by others ��*� Webs Maximum Tens.Comp.es P bs Ply(IbsTens. Comp.
Additional Notes e m:, , *° T-U 0 -3 G-O 0 -354
+2x6 continuous strongback.See details ,,Q_e', 't ° •� d A-S 0 -41 O-H 552 -47
STRBRIBR1014 for bracing and bridging ,- S-B 0 -1161 H-N 0 -391
recommendations.
No 012 B-R 844 0 N-I 464 0
Webs are square cut except dbl diagonals or as «• R-C 0 -807 I-M 0 -808
otherwise shown.
C-Q 506 0 M-J 849 0
Truss must be installed as shown with top chord up.
D-Q 0 -98 J-L 0 -1160
F « Q-E 0 -393 L-K 0 -1.5
1 5)y; T T O� E-P 420 -162 K-L 0 45
P-F 71 -299
� • � � A.
J N L 1S
lmolit
SF-RtA, L z:
7f 00 00 0100 00 01 4b 6e Sc dl ca 99 is(0 06
This item has tearsal¢ReaNCsl3y SjanaC and scalar t!p 1Aa"uxl&7auln ,
PF.I;L.Lic.as 71821 an uio eatc shaWa aL" 6iny asH.A-i
a4'L7iaf Lkadcr QVY]C
—WARNING" READ AND FOLLO,.VAA,Llcj)LQTES.Qk6T ]&DRAWJL`lGLipecarsds icd
`*IMPORTANT" FURNISH THIS DRAWING TCiAUL.WNaTRA-&:5GR6414CLWDINGdT4 6r.1N6,TAL-LERS -
Trusses require extreme care in fabricating,handlin shippingninstalling and bracing. Refer to.and follow the latest edition of SCSI(Building
Component Safety Information,by TPI-and SBCA)for saoety-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. kefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI'1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suiQability
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 paae and these web sites:ALPINE:www.al ineitw.com'TPI:www.t inst.or:SBCA:www.sbcindus .com;ICC:www.iccsafe.or
� r
Job Number: 136DCS087 Ply:1 SEQN:622499/T44/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 3 FROM:DJH DRW:
Truss Label: FT4 Wgt:105.0lbs / ... 11/09/16
7'3"8 9'3"8 9' "12 16'2"10
7'3"8 2' '4 6'8"14 3
1;3" F� 1i I
31 1'3"12 �1'3"12� �1 2"1� -{
I 1'3"
1112X4
1112X4 =4X4 1112X4 1113X4 1112X4 =4X4 1112X4
A B C D E F G H I J K
T 3`8 V 2 4 L=2X4
V
=2X4
1 ,
U T S R Q P O N
=4X4 =3X6 1113X4 1114X4 =3X6
W=H0308
16'2"10
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TOLL: 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): 0.185 F 999 360 U 878 /- /- /- !- /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.307 F 613 240 M 880 1- /- /- /- /3.1
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 B - - U Min Brg Width Reg= 1.5
Des Ld: 55.00 EXP:NAHORZ(TL): 0.056 B - - M Min Brg Width Reg= 1.3
Mean Height:NA ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings U&M are a rigid surface.
TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing U requires a seat plate.
Soffit: 0.00 BCDL:NA psf g
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: 0.413 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 -2766
Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.20 B-C 0 -1471 G-H 0 -2444
Lumber C-D 0 -2454 H-1 0 -2444
D-E 0 -2454 1-1 0 -1472
Value Set:13B(Effective 6/1/2013) E-F 0 -2759 J-K 1 0
Top chord 4x2 SP#1
Bot chord 4x2 SP#1
Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC U-T 849 0 Q-P 2766 0
T-S 2066 0 P-0 2764 0
Plating Notes S-R 2702 0 O-N 2065 0
All plates are 4X6 except as noted. R-Q 2702 0 N-M 849 0
Additional Notes
+2x6 continuous strop back.See detail 1. s;1411�i 3 # y Maximum Web Forces Per Ply(Ibs)
STRBRIBR1014 for bracing and bridging �$ �p� Webs Tens.Comp. Webs Tens. Comp.
recommendations. «*«•q °"*a ���` s" V-W 0 -3 P-G 144 -71
40
Webs are square cut except dbl diagonals or as a .�� + '* A-U 0 -41 G-0 0 -648
otherwise shown. a* *4`. U-B 0 -1181 H-O 95 -136
Truss must be installed as shown with top chord up. :' No 047182 B-T 865 0 0-1 516 0
T-C 0 -827 I-N 0 -825
C-S 528 0 N-J 866 0
` D-S 0 -98 J-M 0 -1182
S-E 0 -420 K-M 0 -40
�`; •, tAT O 7 E-Q 459 -162 M-L 0 7
�( Q-F 56 -322
s"
SERIAL
7f 00 00 0100 00 01 4b 6e Sc di ca 99 1c(0 36
ihls ieetn hoc E;cen clearenlcslfy sEtinec and scalers E:y IAasEacl rf>artincr,
nF.1't..tic,da r1621 on t:ie Cate•shown above e51ng a SHk 1
a•�thmskacicn cage.
*"WARNING** READ AND FOLLO."61WiQTES.Qk4l.kdMDRA?61NGLornce and ssaicd
**IMPORTANT** FURNISH THIS DRAWING TOAL1660NTRA&--fiG S4NGltWDiNGdTIdfiANEoi-AL-LERS
Trusses require extreme care in fabricating handlin shipping;,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and'SBCA)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 810,
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 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 pa e,
listing this drawing indicates acceptance of prolfessto.ag en g feerinct responsibility solely for the design shown. The suiQability
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:w.wv.t inst.or:SBCA:waw.sbcindus .cam:ICC:www.iccsafe.or
f �
Job Number: 136DCS087 Ply:1 SEQN:622561/T34!SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW:
Truss Label: FT5 Wgt:44.8 Ibs / ... 11/09/16
1'2"12
-{ f--1'2"12�{
=3X8 =3X4 =3X8
A B C
1
E
=3X10
=3X10
3'8"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): 0.002 B 999 360 E 199 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.003 B 999 240 D 209 /- /- : /- /- /4.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 D - - E Min Brg Width Req=
Des Ld: 55 EXP:NA.00 Mean Height:NA It HORZ(TL): 0.001 D - - D Min Brg Width Req= 1.3
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearing D is a rigid surface.
TCDL:NA psf
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.064 -
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -19 B-C 0 -11
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 I Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp.
Value Set:13B(Effective 611/2013) E-D 108 0
Top chord 4x2 SP 41
Bot chord 4x2 SP#1
Webs 4x2 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 E-A 0 -64 B-D 0 -124
E-A 0 -21 D-C 0 -36
Additional Notes E-B 0 -112 C-D .0 -63
Webs are square cut except dbi diagonals or as A-E 0 -34 C-D 0 -21
otherwise shown.
Truss must be installed as shown with top chord up.
} A
AFFk Y
O p
•» STAFF OF a
off �
a
iNAt-
SERIAL A:
7f00 00 0100 00 01 4b8eScd1 ca991c1036
Ibis it-has bnert eferranlcatty s�-y"eG snd ualed by Mani:cl rdarrl"c�,
?F.I':..I.K.0471621 an tti&Gat&show"ab-a L%Mii a SH0.-7
a�tLcrthadcn Sa]c..
**WARNING** READ AND FOLLO, R,L1cA0.TES_QNnTMkS DRAW,JNG Lgn.d-d i"kd
—IMPORTANT** FURNISH THIS DRAWING TGAL4 WNg-RAG-,FQF26 ltWO;NGdT-HFWANSFdhL-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)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 810,
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 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.shipping,installation and bracing of trusses.A seal on this drawing or cover pa e,,
listing this drawing indicates acceptance of professional engineerin responsibility solely for the design'shown. The suigablllty
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:www.t inst.or:SBCA:wwN.sbcindust .com;[CC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622563/T42/SY42
4EHB Hayden-2601"C"OIL OW/DR Horton/4EHB Hayden-2601"C"OILO Qty.
1 FROM:DJH DRW:
Truss Label: FT6 Wgt:30.8lbs .. / ... 11/09/16
VY12--� F3i
F3� 1�'�
1112X4 =3X4 1112X4
A B C
F NE3X4 111
D
=3X4
2'8"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 360 F 435 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.007 B 999 240 D 785 /- /- /- /- /6.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - F Min Brg Width Reg= -
EXP:NA
Des Ld: 55.00 HORZ(TL): 0.001 D - - D Min Brg Width Req= 1.5
Mean Height:NA ft Code/Misc Criteria Cree Factor:1.5 Bearing D is a rigid surface.
NCBCLL: 10.00 TCDL:.NA psf p
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.946
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.124 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.104 Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 B-C 1 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:16.01.016.0614.20 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) F-E 266 0 E-D 266 0
Top chord 4x2 SP#1
Botchord 4x2 #1 We Maximum Web Forces Per Ply(Ibs)
Webs 4x2 S #3 Webs Tens.Comp. Webs Tens. Comp.
Lumber valuee set"1313"uses design values
approved 1/30/2013 by ALSC A-F 0 -179 B-D 0 -447
F-B 0 -363 D-C 0 -10
Special Loads B-E 38 -19 C-D 0 -406
—(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 50 plf at 0.00 to 50 plf at 2.58
BC-From 5 plf at 0.00 to 5 plf at 2.71
TC- 200lb Conc.Load at 0.40
TC- 878 lb Conc.Load at 2.02- # 1i ¢
Hangers/Ties ���° .• "ti• '6° `���
(J)Hanger Support Required,by others • •"'•• ` '`
Additional Notes o 047182 "«
Webs are square cut except dbl diagonals or as
otherwise shown. 0 17 • _
Truss must be installed as"shown with top chord up. STATE OF
a
SER(AL 41
7f 00 00.0100 00 01 4b tie Sc d 1 ca 991c f0 36
7til:item hoc Gear.clecErmlzLtiy sizaet znd ualee ty Ma(u;al W artinaz,
?F.lit.Ltc.ea 7162 t m M.Cato Eh.a b.._Rl Aa5r.A.F
av LtlCf CS;JEIGCi C��C_
**WARNING** READ AND FOLLO�M&L1cAATE-Sc1•l7kdlFc&}J�WaF1GL�necaressstca
**IMPORTANT- FURNISH THIS DRAWING TChALtic6LflNIRA-C:T RSANCuliWE14MG,dT-N&,INSi AL-LERS
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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate 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 shippingg,installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing,indicates acceptance of pro)essional engineering responsibility solely for the design shown. The suifability
and use of this drawing for any structure is the responsibility of the no
Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites:ALPINE:wvw.al ineitw.com:TPI: w .t inst.or:SBCA:www.sbcindus .com;]CC:www.iccsafe.or
s +
Job Number: 136DCS087 Ply:1 SEQN:622565/T33/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW:
Truss Label: FT7 Wgt:145.6lbs / ... 11/09/16
7'3"8 9'3"8 1 15'11"12 19,11"8
7'3"8 2' 16'8"4 3'11"12
I'I 1'3n1- -1 3n1—.I 1'3 1� -3 1+I'T 2'5"12 �
III2X4 III2X6 W=3X4 =2X4
a, =2X4 =5X6 1112X4 III6X8 III2X6 =3X4 1112X4 =5X10 =5X8 1112X4
AEA B C D E F G H 1 J K L M N O P
T 3�a Q
c
_ =2X4AF
AC AB AA Z Y X W V U T S R
AD =5X6 =5X8 1114X10 =4X4 1114X4 =5X8 =5X8
W=3X6
19'11"8 7-1
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 [cc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.453 H 515 360 AD 1166 /- /- /- /_ /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.708 H 329 240 R 1440 /- /- /- /- /4.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 R - - AD Min Brg Width Req= 1.5
Des Ld: 55.00 Mean Height:
HORZ(TL): 0.091 R R Min Brig Width Req= 1.3
NCBCLL: 10.00 Mean NA ft TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings AD&R are a rigid surface.
Soffit: 0.00 BCDL:NA psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.769 Bearing AD requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.967
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.785 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 -5184
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0 -2057 J-K 0 0
Lumber C-D 0 -3665 J-L 0 -4901
Value Set:13B(Effective 6/1/2013) D-F 0-3665 L-M 0 -4317
E-F 0 0 M-N 0 '-4317
Top chord 4x2 SP#1 Bot F-G 0 -5211 N-O 0- -2618
We chord 4x2 #1 G-H 0 -5217 O-P 1 0
Webs 4x2 SP#3 H-I 0-5209
Lumber value set"l3B"uses design values _
approved 1/30/2013 by ALSC
Maximum Bot Chord Forces Per Ply(Ibs)
Special Loads Chords Tens.Comp. Chords Tens. Comp.
—(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) AD-AC 1142 0 X-W 5115 0
TC-From 100 plf at 0.00 to 100 pIf at 19.71 AC-AA 2957 0 W-V 0 0
BC-From 10 plf at -0.13 to 10 plf at 19.83 AB-AA 0 0 W-U 4715 0
TC- 435 lb Conc.Load at 15.98 }$ �� j {gtt AA-Z 4503 0 U-T ' 3751 0
Plating Notes � Z-Y 4503 0 T-5 3751' 0
All plates are 4X6 except as noted. E}f r ' Y-X 5217 0 S-R 1433 0
Camber Maximum Web Forces Per Ply(Ibs)
4-7102
Max JT VERT DEFL:LL:0.45"DL:0.26".See detail
:a° : Webs Tens.Comp. Webs Tens. Comp.
DEFLCAMB1014 for camber recommendations. ^�+
w w AE-AF 0 -2 J-W 0 -298
°' • a A-AD 0 -42 W-L 259 • 0
Additional Notes w AD-B 0 -1589 L-U 0 -540
+2x6 continuous strongback.See detail y SAT F "J B-AC 1273 0 M-U 0 -75
STRBRIBR1014 for bracing and bridging • an
�.( : AC-C 0 -1252 U-N 727 0
recommendations. ;► {c", 1q`
p { R R y s'
+y C-AA 963 0 N-T 22 -4
Webs are square cut except dbl diagonals or as # s'�'$�• � D-AA 0 79 N-S 0 -1589
otherwise shown. t� cy� '� AA-F 0 -1138 S-O 1648 0
Truss must be installed as shown with top chord up. rq z�; �1, b`���W. F-Y 1536 0 O-R 0 -1995
Si 4 A. Y-G 0 -1006 P-R 0 -34
7(00 00 0100 00 01 4b6e6cdlca99'tcf X-J 147 036 H-X o -130 R-Q o 7
0
This iCeM hoc hcan cleevanieaiiy sfgrae and realed 4y lAanmcl ldartirvez,
2r:I%:.LK.Re71621 Ci[t:ic Gaf;_:h wR above u'.inp a SHn*3
�V rtenit:AdCfl fieCC
"WARNING- READ ANDFOLLOUVRLFcai1}4kTGSQNnFkd�(J(b9 V1F1�L�nceardseaicd
"IMPORTANT" FURNISH THIS DRAWING TO-,ALJLWNIRAG.,TQ1'S4NCIi 1d11NGdT-"F.,AUSiAL--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)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 810,
as applicable. Apply plates to each,face of truss and position as shown above and on the'JoinfDetails, unless noted otherwise. )Refer-to
drawings 160A-Z for standard plate 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/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 pro}•essional engineerincl 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:w .al ineitw.com:TPI: warv.t inst.or:SBCA:www.sbcindust .com:ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622567/T471 SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW:
Truss Label: FT8 Wgt:86.8 Ibs / ... 11/09116
1'2"4
(TYP)
A B C D E F G H I J K L M
y"8"8 =2X4 -2 4 N
"v
3a
AC —2X4
AA p
Y X W U T S R Q P
$ 15'8"
�- 15'11"8
Loading Criteria'(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind 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): 0.001 A 999 360 O' 110 /- /- /- /- /188
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): D.001 A 999 240 AA Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 A - - Bearing AA is a rigid surface.
EXP:NA
Des Ld: 55.00 HORZ(TL):-0.001 A
Mean Height:NA It Code/Misc Criteria Creep Factor:1.5 Maximum To Chord Forces Per PI Ibs NCBCLL: 10.00 p p y(Ibs)
TCDL:NA psf
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.033 A-B 1 0 G-H 1 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C 1 0 H-1 1 0
Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 0 1-1 1 0
I:NA GCpi:NA Plate Type(s): D-E 1 0 J-K 1 0
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 1 0 K-L 1 0
Lumber F-G 1 0 L-M 1 0
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
AA-Z 0 -2 U-T 0 71
Lumber value set"1313"uses design values Z-Y 0 -1 T-S 0 -1
approved 1/30/2013 by ALSC Y-X 0 -1 S-R 0 1
X-W 0 -1 R-Q 0 1
Bracing W-V 0 -1 Q-P 0 1
Sheathing is required for any longitudinal(drag) V-U 0 -1 P-O 0 1
forces.All connections to be designed by the building
designer. �S �yllb9 # �6 Maximum Web Forces Per Ply(Ibs)
Fasten rated sheathing to one face of this frame. q1 », d Webs Tens.Comp. Webs Tens. Comp.
Plating Notes AB-AC 0 3 M-O 0 47
All plates are 2X4 except as noted. ILI-
"+ A-AA 0 -43 O-N 0 -8
Additional Notes No 47 j 6� "� Maximum Gable Forces Per Ply(Ibs)
See detail STRBRIBR1014 for bracing and bridging «u Gables Tens.Comp. Gables Tens. Comp.
recommendations. B-Z 0 -141 H-T 0 -133
Webs are square cut except.dbl diagonals or as "P
otherwise shown. w C-Y 0 -132 I-S 0 -133
Truss must be installed as shown with to chord STATE D-X 0 -134 J-R 0 -133
p or u p +* E-W 0 -133 K-Q 0 -134
F-V 0 -133 L-P 0 -133
G-U 0 -133
SERLAL►:
7100 00 0100 00 01 4b 6e Sc d 1 ca 99 1c fQ 36
ihlt item Aoa tecrs eL^Gt6anl.bi7 j�{yn CC and.CaIcG ty'IAan�cl h;artinCZ,
!c Isi.Lrc.as;1s=l en a+e nte-:Fawn alxrce c_mq a SY.R=F
—WARNING" READ AND FOLLOV,MvAILL4AaTES F3 kjWLaDJ?AWJNGtgn 0 ,,dsraisd
—IMPORTANT" FURNISH THIS DRAWING TCkALt.CGN.ZRA-IRA -LERS
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 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. Defer to
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/I PI 1;or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and se 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:w .al ineitw.com;TPI: www.t inst.or:SBCA:w .sbandus .com'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622524/T40/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW:
Truss Label: FT9 Wgt:114.8 Ibs / ... 11/09/16.-
5'2n4 7'2n4 7' "8 16'8"
5'2"4 2' 4 9'3"8
1,3„- �
2'6" 1'1"8 1'3"12 1'3"12
W=3X4
III 2X4 1112X4 =3X6 =3X4 1112X4 =4X4 III 2X4
A B C D E F G H I J K
L=2X4 3`"8
2X4
Sg gTt3
W V U T S=5X6 R Q P go M
=5X6 W=3X4 =4X4 =3X6 =4X4
L
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.271 R 715 360 W 917 /
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.433 R 448 240 M 903 /- /- /- /- /7.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 M - - W Min Brg Width Req=
Des Ld: 55.00 EXP:NA HORZ TL: 0.043 M Min Br =
Mean Height:NA ft ( ) M - g Width Req 1.5
NCBCLL: 10.00 TCDL:Height:
psf Code/Misc Criteria Creep Factor:1.5 Bearing M is a rigid surface.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES -Max TC CSI: 0.764 Bearing M requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.856
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.465 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 3 0 F-G 0 -2917
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 I B-C 0 -1503 G-H 0 -2543
Lumber C-D 0 -2861 H-I 0 -2543
Value Set:13B(Effective 611/2013) D-E 0 -2878 I-J 0 -1523
Top chord 4x2 SP#1
E-F 0 -2917 J-K 1 0
_
Bot chord 4x2 SP#1
Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"138"uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC W-U 870 0 R-Q 2884 0
V-U 0 0 Q-P 0 0
Plating Notes U-T 2267 0 Q-O 2885 0
All plates are 4X6 except as noted. T-S 2263 0 O-N 2141 0
Camber
-S-R. 2878 - 0. N-M 874 0
tif9ti�iD
DEFLCAMB10D4 for camber recommendations.etail Webs Maximum Tens.Comrces Pe;Vrebls(Ibs)Tens. Comp.
p' P
Additional Notes@ `�> j ,jp4tEe A-W 0 . -58 G-O 0 -465
+2x6 continuous strongback.See detail ., W-B 0-1214 H-O 0 -41
STRBRISR1014 for bracing and bridging N0 0471 62 . B-U 881 0 0-1 547 0
recommendations. U-C 0 -1056 1-N 0 -859
Webs are square cut except dbl diagonals or as R C-S 976 0 N-J 902 0
otherwise shown. * S-D 0 -348 J-M 0 -1217
Truss must be installed as shown with top chord up. ` . R-E 67 -270 K-M 0 -42
TAT F <`�'�J� E-Q 233 -292 L-X 0 -3
Q-G 220 -55
ON AL
l_t ) ql .
SERIAL..A;
7f 00 00 0100 00 01 4b Se 5c di ca 99 t c f0 36
7h3 ite hocbeen mart.-,
-?F..t:L.LFe.047IR21 cn Itic Cate shown 5b.tuc, Ing d SmA.i
autheottcavinn cace
"WARNING" READ ANDFOLLO?A?f>k1c�{114kTGSnTk�6f31iNJAJ4c4�nce�nascsMd
—IMPORTANT" FURNISH THIS DRAWING T®iALJLCGNI.RAG-.TGRS liWD1NGdT-NEIN•S FAL-LERS
Trusses require extreme care in fabricating,handlin shippingyiastalling 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 sheathingp avid 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 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise.. Defer.to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawingg 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 professional engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure is the responsibility of the Quilding 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: wa w.t inst.or :SBCA:www.sbcindust .com'ICC:www.iccsafe.or
e r
Job Number: 136DCS087 Ply:1 SEQN:677426/T45/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH FDRW:Truss Label: FT10 Wgt:42.0lbs 1 ... 11/09116
1'2"4
1`2"4—
=3X6 =3X6 =3X6
A B C
=3X8 III2X4 =3X8
3`4"8
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/C51 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): 0.012 B 999 360 F 591 /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.019 B 999 240 D 697 /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 D - - F Min Brg Width Req= -
Des Ld: 55.00 EXP:NAght:NA ft HORZ(TL): 0.003 D - - D Min Brg Width Req
Mean Hei = -
NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.563 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.218 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.182 A-B 0 -4 B-C 0 -31
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber:
I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.19 Chords Tens.Comp. Chords Tens. Comp.
Lumber
F-E 595 0 E-D .595 0
Value Set:13B(Effective 6/1/2013)
Top chord 4x2 SP#1 Maximum Web Forces Per Ply(Ibs)
Bat chord 4x2 #1
Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"1313"uses design values A-F 0 -28 B-D 0 -736
approved 1/30/2013 by ALSC F-A 0 -48 C-D 0 -179
F-B 0 -771 D-C 0 -28
Special Loads B-E 50 -12
i ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 100 plf at 0.00 to 100 plf at 3.38
BC-From 10 plf at 0.00 to 10 plf at 3.38191
TC- 917 lb Conc.Load at 1.85 1AF0
Hangers/Ties .«E .� • j elf,
(J)Hanger Support Required,by others �. 4.•, +� a ° ;*•o
Additional Notes
No 047182
Webs are square cut except dbl diagonals or as
otherwise shown. * a
Truss must be installed as shown with top chord up. w.�� *•
`• STATE OF
SERIAL
7f 00 00 0100 00 01 4b 6e 5c 61 ca 991c fO 36
Tm'Rant haf tear,aleettaaieal ys nec-d:aaleC ty Mameal P.'artinar„
YF.IcL.W.V471611 cn MO ext.-:Fawn ab,4 Uing a 5MA•1
authantkaticn elca_
**WARNING** READ AND FOLLO1R14L}ca{lIFkTGS QN rFkdb F2l�uY1I1SO4 g"caane s�atad
—IMPORTANT** FURNISH THIS DRAWING TOAIJ 00UIRAI&,TGRSd GliWL1iNGdThlFn4USTAL--LERS
Trusses require extreme care in fabricating,handlin shippmgpi�lstalling 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 SCSI.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 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/I PI 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 engineering responsibility solely for the design shown. The suitablltty
and use of this yawing 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:w .al ineitw.com:TPI:www.t inst.or:SBCA:www.sbdndus .com:ICC:wwwiccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622558/T46/SY42
4EHB Hayden-2601"C"OL OW]DR Horton 14EHB Hayden-2601"C"OL O City: 1 FROM:DJH DRW:
Truss Label: FT11 Wgt:148.4 Ibs 1 ... 11/09/16
1'8"4 7'1"12 9'1"12 18'7"8
1'8"4 5'5"8 2' 9 5 12
— 1 3,12 3 12�_2 6 ��1,3„
�•-1'3"_�—2'6"--{_1'4"-�{ 2'5"12
III 2X4 W=3X4 =2X4
=2X4 =5X10 =5X6 =4X10 -5X6 1112X4 III2X4
A B C D E F G H I J K L M NO
AB
PAAZ Y X W V U T S R Q P
=5X8 =4X10 =5X6 =5X8 W=110308
18'7"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): 0.307 V 708 360 AA 1552 1- /_ /_ /- 14.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.480 V 452 240 p 1063 /- I- /- / 17.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 P - - AA Min Brg Width Req= 1.3
EXP:NA HORZ(TL): 0.071 P - - P Min Brg Width Req= 1.5
Des Ld: 55.00 Mean Height:NA ft
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings AA&P are a rigid surface.
TCDL:NA psf Bearing P_requires a seat plate.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.493 ,
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.759 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.538 Chords Tens.Comp. Chords Tens. Comp.
Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber:
I:NA GCpi:NA Plate Type(s): A-B 1 0 H-I 0 -4028
Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 13.0614.20 B-C 0 -1770 I-J 0 0
C-E 0-3180 I-K 0 -3210
Lumber D-E 0 0 K-L 0 -3210
Value Set:13B(Effective 6/1/2013) E-F 0 -4502 L-M 0 -1850
Top chord 4x2 SP#1 F-G 0-4519 M-N 1 0
Bot chord 4x2 SP 41 G-H 0-4026
Webs 4x2 SP#3
Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
Special Loads AA-Z 1688 0 U-T 0 0
—(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Z-X 2665 0 U-S 3706 0
TC-Fro 100 plf at 0.13 to 100 plf at 18.50 Y-X 0 0 S-R 3706 0
BC-From 10 plf at 0.00 to 10 plf at 18.62 X-W 3787 0 R-Q 2632 0
TC- 591 lb Conc.Load at 1.81 ��g 9k�H � W-V 4519 0 Q-P 1038 0
V-U 4515 0
Plating Notes �� «,..:.«.*, w
EN
All plates are 4X6 except as noted. 4b° �Q ti `*� , 10^ Maximum Web Forces Per Ply(Ibs)
,•` Webs Tens.Comp. Webs Tens. Comp.
Camber �� No 04-7162
Max JT VERT DEFL:LL:0.31"DL:0.17".See detail
AB-AA 0 7 G-U 0 -639
DEFLCAMB1014 for camber recommendations. + 4 A-AA 0 -47 U-1 445„ 0
;? " •* AA-B 0-2248 I-R 0 -675
Additional Notes ✓ B-Z 804 0 K-R 0 -58
+2x6 continuous strongback.See detail ,, -�TA t >` # Z-C 0 -1192 R-L 785 0.
STRBRIBR1014 for bracing and bridging ✓ s' C-X 716 0 L-Q 0 -1088
recommendations. ' X-E 0 -841 Q-M 1129 0'
Webs are square cut except dbl diagonals or as E-W 953 0 M-P 0 -1444
otherwise shown, v'F �? �a' W-F 0 -445 N-P 0 -40
V-G 92 0 P-O 0 -7
Truss must be installed as shown with top chord up. P* y t f 1 t 1
SERIAL.
7f 00 00 0100 00 01 4b ee'k di ca 99 le(0.36
ibis¢em Aas Gecr,tlearart.allr ztynee ani wale_ty Mancel b'artinc;
�F.Is:..LK,ad 71fi�1 Cn IKc Ga4^zF.dwn abil:c t:sLtg a Sid=7
aum crxIfa,it r.
—WARNING** READ AND FOLL01/�htikl��lfEkTEaS QN:�Thdk�E}htf2,lNlFVCit tn�cana s��f a
-IMPORTANT** FURNISH THIS DRAWING TCbAbdeC-.GNIRA-G.:E URSdNGtWOlNGoThlfnANStTALLERS
Trusses require extreme care in fabricating,handlin shippiny;rinstalling 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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insoalled per BCSI sections B3,67 or 810,
as applicable. Apply plates to each face.of trussand position as shown above and on the Joint Details, unless noted otherwise. Refer 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 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 proesstona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.' _
For more information see this"ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: www.t inst.or:SBCA:wvw.sbcindus .cam'ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622572/T41/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 8 FROM:DJH FR :Truss Label: FT12 Wgt:145.6 Ibs / ... 11/09/16
7'11"4 9'11"4 21'3"8
7'11"4 2' 11'4"4 3
[_L�3„1 �3 1 I I
I �3„—"� 1 — 1'3„1
2
'1"4 f`-
1112X4 =4X4
=2X4 =4X6 1112X4 =6X8 1112X6 1114X6 =4X6 W=3X4 1112X4 =4X6 III2X4
AD A B C D E F G H I J K L M N O P
=2X4AE
AB AA Z Y X WV U T S R Q
AC =5X8 III5X6 1112X6 H0308W=(I) =4X10
4X6 =3X4
21'3"8
Loading Criteria (psfj Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TOLL: 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): 0.450 X 554 360 AC 1157 /- /- /- /- /7.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.703 X 354 240 Q 1171 /- /_ /_ /_ /4.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NAHORZ(TL): 0.096 Q - - Q Min Brg Width Reg= 1.3
NCBCLL: 10.00 Mean Height:NA ft
, TCDL:Height:
ht: Code/Misc Criteria Creep Factor:1.5 Bearings AC&Q are a rigid surface.
Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing AC requires a seat plate.
BCDL:NA psf
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.896
P Spacing:24.0 C&C Dist a:NA ft
Re Factors Used:Yes Max Web CSI: 0.632 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 1-1 0 0
Wind Duration:NA WAVE,HS VIEW Ver:16.01.01B.0614.20 B-C 0-2048 1-K 0 -4524
Lumber C-D 0-3612 K-L 0 -4524
Value Set:136(Effective 6/1/2013) D-F 0-3612 L-M 0 -3612 E-F 0 0 M-N 0 -3612
Top chord 4x2 SP 41 F-G 0 -5233 N-O 0 -2045
Bot chord 4x2 SP#1 G-H 0-5253 O-P 3 0
Webs 4x2 SP#3
H-I 0-5012 _. ..
Lumber value set"1313"uses design values
approved 1/3 012 0 1 3 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 5X6 except as noted. AC-AB 1137 0 W-V 0 0
(1)-plates so marked were sized using 0% AB-Z 2925 0 W-U 4840 0
Fabrication Tolerance, 0 degrees Rotational � >141fE7$ ! # AA-Z 0 0 U-T 4840 _ 0
Tolerance,and/or zero Positioning Tolerance. %%V4 Z-Y. 4326 0 T-S 4192 0
Y-X 5253 0 S-R 2927 -0
rc.e.sam g�
Camber +q X-W 5248 0 R-Q _ 1134 0
Max JT VERT DEFL.LL:0.45'DL:0.30":See detail ♦ Q'.` 1 �` �"
DEFLCAMB1014 for camber recommendations.
« Maximum Web Forces Per Ply(Ibs)
« NO 047182m
Additional Notes Webs Tens.Comp. Webs Tens. Comp.
, .'«
+2x6 continuous strongback.See detail AD-AE 0 -3 W-1 454 -14
STRBRI8R1014 for bracing and bridging 'F A-AC 0 42 I-T 0 438
recommendations. AC-B 0 -1583 T-L 462 0
Webs are square cut except dbl diagonals or as 'a'5� STATE OF 4U B-AB 1266 0 L-S 0 -788
otherwise shown. 0 'w e * 1 AB-C 0 -1219 M-S 0 -73
Truss must be installed as shown with top chord up. �40, � �` 4�',�'«�' � C-Z 934 0 S-N 931 0
C,` '^«da„.« � D-Z 0 -102 N-R 0 -1227
# Z-F 0 -968 R-O 1266 0
' 114A F-Y 1328 0 O-Q 0 -1582
ad �ts
Y-G 0 -602 Q-P 0 -15
SERIAL z:
7f 00 00 0100 00 01 415 6e Sc d t ca 991a(0 3. H-W 8 X-H 27 -665- P-Q o 44
8 65
it,ls tram has Gear.afaccranicbty sE-,ned snd.ealed by Manucl!dar[inat,
PE Ire.bc.da 77B71-IN,d.'M iha 3Lx4 w�aga SHA�l
ar.:ehartk:a[Ien sa=c,
"WARNING" READ AND FOLLO?/AALLdLQTFLS:Qth,T,WaaR WING69.o�nd:e:iad
—IMPORTANT" FURNISH THIS DRAWING TOALltcCGNaT,REtGr-:FGRS tNGLtWDINGdT-4 EEdN,StTAL-LERS
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)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 810, .
as applicable. Apply plates to each face of truss and position as shown above and do the Joinf Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this 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�rawing or cover page._
listing this drawing indicates acceptance of professionag 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:vmw.al ineitwxom:TPI:w.wv.t inst.or:SBCA:www.sbcindus xom;ICC:w .iccsafe.or
1 Job Number: 136DCS087 Ply:1 SEQN:622580/T52/SY42
4EHB Hayden-2601"C"OL OW]DR Horton/4EHB Hayden-2601"C"OL O Qty: 2 FROM.:DJH DRW:
Truss Label: FT13 Wgt:168.0 Ibs I .. 11/09/16
7'11"4 9'11"4 21 7'
7'11"4 2' 117'12
�—2'6"12 2'6"12 2'6"12
-4X6 =5X8 W=3X4 1112X6 =3X4 =4X6
t AD 2X4 A B C D E F G H I J K L M N
T a_e _
-A4 A 2X4
A F 38
] AB AA Z Y X W 1112X6 V U T S R Q P O
AC =6X8 =6X6 III2X6 W=H0308 1114X6 W=3X6 1112X6 =6X6 =6X8 1112X6
4X4
III2X6 =
217'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeHICSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.438 G 577 360 AC 1173 /- /- /- /- /7.5
BCLL: ' 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.684 G 369 240 O 1173 /- I- !- /- /7.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 B - - AC Min Brg Width Req= 1.5
EXP:NA HORZ(TL): 0.068 B O Min Brg Width Req= 1.5
Des CLLd: 0.00 Mean Height:NA ft
NCBL: 1 .00 Cade/Misc Criteria Creep Factor:1.5 Bearings AC&O are a rigid surface.
TCDL:NA psf Bearings AC&O require a seat plate.
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.659
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.782
S acing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply(Ibs)
P Chords Tens.Comp. - Chords Tens: Comp.
Loc.from endwall:NA FT/RT-:12(0)/10(0) . ' Mfg Specified Camber:
I:NA GCpi:NA Plate Type(s): A-B 0-1133 G-H 0 -5403
Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.20 B-D 0 -3083 H-1 0 0
C-D o 0 H-J 0 -5172
Lumber D-E 0-4630 J-K 0 -4446
Value Set:13B(Effective 6/1/2013) E-F '0-4625 K-L 0 -3087
Top chord 4x2 SP#1 F-G 0 -5411 L--M 0 -.1132
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
AC-AB 31 0 V-U 5309 0
Plating Notes AB-AA 2266 0 U-T - 5309 .0
All plates are 5X6 except as noted. AA-Z 3914 0 T-S 4949 0
Z-Y 3914 0 S-R 3916 0
Camber � �� � � Y-X 5400 0 R-Q 3916 0
Max JT VERT DEFL:LL:0.44"DL:0.30".See detail 1p X-W 5400 0_ .Q.-P ... 2264 . 0
DEFLCAMB1014 for,camber recommendations. 3 . Mt � e W-V 5411 0 P-O 31 0
Additional Notes �. �� '•r� Maximum Web Forces Per Ply,(Ibs)
+2x6 continuous strongback.See detail ," Webs Tens.Comp. Webs Tens. Comp,
STRBRIBR1014 for bracing and bridging N'£j 047182 s
AD-AE 0 -103 H-T 28 342
recommendations.
A-AC 0-1020 T-J 350 0
Webs are square cut except dbl diagonals or as o A-AB 1495 0 J-S 0 -681
otherwise shown.
AB-B 0-153 S-K 7 0
Truss must be installed as shown.with top chord up. 0
j '$ '� ¢ f B-AA 1109 0 K-R 27 27 0
` '*2 AA-D 0-1104 K-Q 0 -1101
D-Z 49 -3 Q-L 1116 0
*� a` D-Y 943 0 L-P 0 -1536
r � Y-F 0 -1160 P-M 1494 0
J `) " �° F-W 330 -66 M-O 0 -1020
� � I?ii3 G-V 0 -320 N-AF 0 -103
SERIAL.C. V-H 562 -248
7f 00 00At 00 00 01 4Ix 6e 5c dl ca 9g 1e f0 36
This item haz Goan clecuanlfst7y Agnes-ri scales t:y I.—I IAartlnc;
?F.I':..Cif.pa 71821 an the aaR sl,wrt abase Lc ns a SHA-1 '
1:NCf C61a[IGrifSG
"WARNING" READ AND FOLLO11�th}.dcJ11��TGaSkNnTkdRf2dkWbNSnb nedandzsaicd
—IMPORTANT" FURNISH THIS DRAWING TChALj6WN.T{'AG-,TQRSiNCItWOlNGdT-ME,�Na FdAL-LERS-
Trusses require extreme care in fabricating,handiin shippingwinstalling 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 SCSI.,Unless noted otherwise top chord shall have properly attached structural sheathin and bottom chord shall have a'propperly
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,87 or 810,
as applicable. Apply plates to each face.ofp1 russ and position as shown,above and on the Join Details, unless noted otherwise. kefer to _
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/I PI 1,or for handling.shippingg,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 suifablllty
and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: w J inst.or :SBCA:www.sbcindust .com'[CC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622583/T49/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL 0 Qty: 1 FROM:DJH DRW:
Truss Label: FT14 Wgt:114.8 Ibs Page 1 of 2 ! ... 11/09/16
F`1'4"-�
(TYP)
=2X4 W=3X4 =2X4
T she
AL A B C D E F G H I J K L M N O P Q R
S
i 1 '
AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U
W=3X4
I_
21'7"
f 217'
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 R 999 360 T' 109 /- /- /- /- /259
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 R - -
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: 0.078 Chords Tens.Comp. Chards 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: 0.033 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): D-E 0 0 M-N 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 0 0 N-0 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-I 0 0 Q-R 0 0
Top chord 4x2 SP#1 1-1 0 0
Bot chord 4x2 SP#1
Webs 4x2 SP#3
Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
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. AG-AF 0 0 X-W 0 0
Fasten rated sheathing to one face of this frame. � p�I$1F1g �Pg AF-AE 0 0 W-V 0 0
q, I.P fie' AE-AD 0 0 V-U 0 0
Plating Notes 'N' .•" ",".• le AD-AC 0 0 U-T 0 0
All plates are 2X4 except as noted. , .•'» �i AC-AB 0 0
Additional Notes
NT3 047182e
Maximum Web Forces Per Ply(Ibs)
Webs are square cut except dbl diagonals or as Webs Tens.Comp. Webs Tens. Comp.
otherwise shown.
Truss must be installed as shown with top chord up. . AL-AK 0 9 R-T 0 53
" • *. A-AK 0 -53 T-S 0 -9
STATE OF
Maximum Gable Forces Per Ply(Ibs)
� e •, 1 Gables Tens.Comp. Gables Tens. Comp.
�m� i » "�•$�m;a' N B-AJ 0 -142 K-AA 0 -133
+' `*�` C-AI 0 -132 L-Z 0 -133
D-AH 0 -134 M-Y 0 -133
SERIAL E-AG 0 -133 N-X 0 -133
?f 00 00 0t 00 00 01 4b 6e Sc d 1 Ca 99 it(0 36 F-AF 0 -133 O-W 0 -134
itds iicmhat Gecr.clearanicsity s-ynce and:calede-y Martel llartinat. G-AE 0 -133 P-V 0 -132
?c r':..LEc.pa T7 RiI cr,tnca.ale;pawn abccn uxh�p a SHA=3
a�tl,crticumnu3c. H-AD 0 -133 Q-U 0 -142
**WARNING— READ AND FOLLO.�UAlLicAQTE-tScQN6TMkSk aPt&% jNG4rgnecandsascd
—IMPORTANT** FURNISH THIS DRAWING TO,!tUE GGNIRAG--giDRSANOu}tl DiNGdThIE3dNSi-AkLERS
Trusses require extreme care in fabricating,handlin shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)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. )Refer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e.
listing this drawing indicates acceptance of pro)essionag 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 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: 136DCS087 Ply:1 SEQN:622583/T49/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH DRW:
Truss Label: FT14 Wgt:114.8 Ibs Page 2 of 2 / ... 11/09/16
J-AC 0 -133
%'4%till t l01t 1 B
No 047182
x
. •. STATE O
SERIAL 0.
7t 00 00 0100.00 01 4b Cc Sc d 1 ca 99 16(0 36
TF,Is itemhaz Eccnclacv nicwly.gned znd scaledt;y Mat 1Martine;
PE FL.I.sc.a4.71921 cn ui&c3ta%F—n atHlYc-ing a 5 —i
aithenti:atien oede.
**WARNING** READ AND FOLLOI\In114kTFrScQNnTkdl9h24VV��C�4ncaardztacd
**IMPORTANT** FURNISH THIS DRAWING T(3,AL G.GNTRA16--UQRS LLUDDINGdThIFINSi 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)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 pro peiy
attached rigid ceiling Locations shown for permanent'lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Applyplates to each face of truss'and position as shown above and on the Join,Details, unless noted otherwise. fifer to
drawings 160A-Z for s andard plate positions. .,. _
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of protessional engineering responsibility solely for the design shown. The suiablllty
and use of this drawing for any structure is t a 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:w.aw.al ineitw.com•TPI:www.t inst.or:SBCA:www.sbcindus .com;ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622599/T51/SY42
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH rDRW:Truss Label: FT15 Wgt:100.8 Ibs I ... 11/09/16
2, 1 4 �{
(TYP)
2X4 W=3X4 =2X4
T AHA B C D E F G H I J K L M N 0 PO
Y 3'8
R
AG AF AE AD AC AB AA Z Y X W V U T S
W=3X4
187 8
f 187'8
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 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 R' 109 /- /- /- /- /223
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):-0.000 R - - Bearing AG is a rigid surface.
Des Ld: 55.00 EXP;NA Mean Height:NA ft HORZ(TL):-0.000 R
NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)
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 1-1 0 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 J-K 0 0
Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber. C-D 0 0 K-L 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0 L-M 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 0 0 M-N 0 0
Lumber F-G 0 0 N-O 0 0
Value Set:13B(Effective 6/1/2013) G-H 0 0 O-P 0 0
H-I 0 0
Top chord 4x2 SP#1
Bot chord 4x2 Webs Bot Chord Forces Per PI Ibs
Webs 4x2 SP#3 #1 M
Y( )
Lumber value set"1313"uses design values
Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC AG-AF 0 0 Y-X 0 0
AF-AE 0 0 X-W 0 0
Bracing AE-AD 0 0 W-V 0 0
Sheathing is required for any longitudinal(drag). AD-AC 0 0 V-U 0 .0
forces.All connections to be designed by the building AC-AB 0 0 U-T 0 0
designer. AB-AA 0 0 T-S 0 0
Fasten rated sheathing to one face of this frame. ��� Yi93t�p AA-Z 0 0 S-R -- 0 - :0 Z-Y 0 0
Plating Notes
*•. , c ar
All plates are 2X4 except as noted., t ";.' � ` �`+'• �` ` Maximum Web Forces Per Ply(Ibs)
' 1' Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
:o 4710
See detail STRBRIBR1014 for bracing and bridging «• 4> AH-AG 0 -8 P-R 0 -46
recommendations. ; « A-AG 0 -46 R-Q 0 :8
Webs are square cut except dbl diagonals or as «
otherwise shown. Maximum Gable Forces Per Ply(Ibs)
Truss must be installed as shown with top chord up. v 0 .• Gables Tens.Comp. Gables Tens. Comp.
0 'A,
19' •� *.��1 Il B-AF 0 -133 J-X 0 -133
4
�- CA.INN C-AE 0 -134 K-W 0 -133
S } D-AD 0 -133 L-V 0 133
tl�$taat9t����� E-AC 0 -133 M U 0 133
F-AB 0 -133 N-T 0 -134
SERIAL s, G-AA 0 -133 O-S 0 -133
7t 00 00 0100 00 01 4b 8e Sc d1 ca 99 Ic to 36 H-Y 0 -133
nis Item hoc hoar.e1naron1ci iy sznad and saalea by Manual b•,artinor,
?F:1st.,1.6c.pa 71971 en tilt eats-:Fawn a bare a Ing a 5HA,1
a�chereEwticn case_
**WARNING** READ ANDFOLLO.YUnt4Ldco1114kTEScQNroTldlDh�WdF1Q4�naeandsratcd
""IMPORTANT— FURNISH THIS DRAWING TCbAL)6GGN.IR,A- EGRSS&f}G}tWD4NGdT-HED;INS Fd1L-LERS
Trusses require extreme care in fabricating,handling shippingrit>stalling 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 er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache�n id 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. kefer to
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 ANSI9 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 pro)essional engineering responsibility solely for the design shown. The sui9ablllty
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:w .t inst.or:SBCA:www.sbcindust .com:ICC:www.iccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:622589/T48I SY42 '
4EHB Hayden-2601"C"OIL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 8 FROM:DJH DRW:
Truss Label: FT16 Wgt:128.6Ibs I ... 11/09/16
7T'12 911"12 4 187'8
7T'12 2' I 9'3"8.
3T 7 j
I f--3 12T3ii12 i f 3 12 I f—25 121'3 11 3i 1� i3
° =5X6 =-2X4
1112X4 III2X4 III2X4 W=3X4 =3X4 1112X4 1112X4
A B C D E F G H I J K L M
T N 38
v
Z Y X W =5X6V U T S R O P O
III4X6 =4X10 =5X6 W=3X4
1 187'8
Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.313 T 694 360 Z 1025 /- /- /- /- /4.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.489 T 444 240 O 1010 /- /- /- /- /7.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 O Z Min Brg Width Req= 1.5
EXPNA
Des Ld: 55.00 Mean
He HORZ(TL): 0.060 O O Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft TCDL:NA psf Bearing reep Code/Mise Criteria C Factor:1.5 Z&O are a rigid surface.
s
Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.722, Bearing O requires a seat plate.
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.793
Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.619 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA" FT/RT:12(0)/1 0(0) .. Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 3 0 G-H 0 -3600
Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.20 B-C 0 -1276 H-1 0 -3600
Lumber C-D 0-1276 1-1 0 -2996
Value Set:13B(Effective 6/1/2013) D-E 0-2648 J-K 0 '-2996
E-F 0.-3818 K-L -0 -1744
Top chord 4x2 SP#1 F-G 0 -3831 L-M 1 .... 0
Bot chord 4x2 SP#1
Webs 4x2 SP#3
Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set 13 by uses design values Chords.Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 byALSC p• P•
Plating Notes Z-Y 319 0 T-S 3831 0
Y-W 2096 0 S-R . 0 0
All plates are 4X6 except as noted. X-W 0 0 S-Q 3440 0
W-V. 3303 . ._0._ Q-P , .2474 0
Camber V-U 3301 0 P-O 985 0
46 �3ffi#:F ¢7 Max JT VERT DEFL:LL:0.31 DL:0.23".See detail '� A U-T 3831 0
DEFLCAMB1014 for camber recommendations. s1� L. } * �
Additional Notes y .' } "• Maximum Web Forces Per Ply(Ibs)
`° Webs Tens.Comp. Webs Tens. Comp.
+2x6 continuous strongback.See detail
STRBRIBR1014 for bracing and bridging • N{} s A-Z 0 -33 G-S 33. -570
recommendations. Z-B 0-1035 S-1 361 0
e '�Webs are square cut except dbl diagonals or as � �, B-Y• 1301 0 1-Q 0 -604
otherwise shown. : „ "° C-Y 0 -105 J-Q 0 53
Truss must be installed as shown with top chord up. ° Y-D 0 -1115 Q-K 709 0
10 STATE OF <` D-W 767 0 K-P 0 -1015
W-E 0 -909 P-L 1056 0
R.a aty «!�va4 E-U 879 0 L-O 0 -1371
U-F 0 -281 M-O 0 -42
T-G 206 -171 N-AA 0 3
SERIAL.z:
7f 00 00 Of 00 00 014b 6e Se di ca 99 is f0 36
it,ls itcrn}ins bean alacssenit by sy;tinet and seale�Ey Mawel M,artina[,
?E J;L.Lee.9477a21 en t:ic cats zF.nwn"b" using a SHA•1.
aothcrtka:ien code,
—WARNING— READ AND FOLLOW/lkfc�fll4kTltS QNnT�dl�( /dF1Sn4srieaar,avakd
—IMPORTANT" FURNISH THIS DRAWING TOrdnU6C..GNlRAGiTG RiS&Nf liWDiNGodT-NFaINSi AL-LERS
Trusses require extreme care in fabricating,handlin ship'ingyirxstalling 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 er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to
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!I 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 suifabdtty
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:wwat inst.or ;SBCA:waw.sbcindus .com'ICC:wwwiccsafe.or
Job Number: 136DCS087 Ply:1 SEQN:676111/T50/STDRWI
4EHB Hayden-2601"C"OL OW/DR Horton/4EHB Hayden-2601"C"OL O Qty: 1 FROM:DJH
Truss Label: FT17 Wgt:64.4 Ibs 1 ... 11/09/16
1� 0"8
(TYP)
A B C D E F G H I
T 3 8 T 2X4 -2X J
'v
1
S K
R Q P O N M L
10'4"
f 10'4"
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 Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 1 999 360 K' 108 /- /- /- /- 1124
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 1 999 240 S Min Brg Width Reg= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 1 - - Bearing S is a rigid surface.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 I - -
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: 0.074 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 E-F 0 0
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 F-G 0 0
Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0 H-1 0 0
Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#1 S-R 0 0 O-N 0 0
Bat chord 4x2 SP#1 R-Q 0 0 N-M 0 0
Webs 4X2SP#3 Q-P 0 0 M-L 0 0
Lumber value set"l3B"uses design values P-O 0 0 L-K . 0 0
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Bracing Webs Tens.Comp. Webs Tens. Comp.
Sheathing is required for any longitudinal(drag)
forces.All connections to be designed by the building T-S 0 -8 I-K 0 -39
designer. A-S 0 -39 K-J 0 -8
Fasten rated sheathing to one face of this frame. � �$R�tE. idfy �
Platilig Notes *g4 f Maximum-Gable Forces Per Ply(lb-)
+.....
♦�° w«* +„ X, Gables Tens.Comp. Gables Tens. Comp.
All plates are 2X4.except as noted. Q a,: �t +•4
. � B-R 0 -124 F-N 0 -133
Additional Notes I13 041182p° C-Q 0 -136 G-M 0 -136
a
D-P 0 -133 H-L 0 -124
See detail STRBRIBR1014 for bracing and bridging E-O 0 -134
recommendations.
Webs are square cut except dbl diagonals or as
otherwise shown. ID w °
Truss must be installed as shown with top chord up. v
°. STATE F �
SERIAL
7f00 00 0100 00 01 4bee$adl ca991cKi36
n% -e uala t;y Manuel Msrti"eti
PE IcL.I.K.04718:1-im"I Zh...abarc L.ingZSHkl
_thmd:atjC"fdjC.
`"WARNING** READ AND FOLLO,tAynF�#c�illfckTGxS Q�InFkdl�fJh�lNA�14e4dnceard=saicd
-IMPORTANT** FURNISH THIS DRAWING TOALJLWNIRAG-:UGRS:4NGI&LM4NGdT-id&INStTAL-LERS
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 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 Joinr Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui9abtllty
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:v w.al ineitw.com:TPI: www.t inst.or :SBCA:www.sbcindus .com:ICC: w Jccsafe.or
Gable Stud Reinforcement Detail:
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure .C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C,.Kzt = 1.00
❑ri 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt'= 1.00
Or, 120 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure D, Kzt = 1.00
2x4 Brace (ll lx4 'L' Brace 1r (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Bracing Group Species and Grades-
Braces
Vertical No
Spacing Species Grade Hraces Group A Group B Group A Group B Group A Group'B Gro.6p A Group B Group A Group B Group A.
S #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8'•1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S ruce-Pine-Fir Hen-Fir
N r #1 / #z Standard #2 stud
U S P r 93 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12, 6' 14' 0' 14' 0' #3 Siud #3 Standard
O iJ C Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 1V 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0'
I f Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Dou las Flr-Larch Southern Pinex x
#1 4' 0' 1 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #3 #3
J a S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8"1'• 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Stud Stud
St I Standard
#3 3' 9' S' 3' S' 7" 6' 11' 7' S' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0'
D F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, Ill 11' e' 14' 0' 14' 0'
Standard. 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' V 14' 0' Group BI
U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' Ill 0' 13, Ill 14' 0' 14' 0' 14' 0' Hen-Fir
- S P F #3 4' 2' 7' V 7' 9' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' 111 & Btr
U IJ C Stud 4' 2' 7' V 7' 6' 8' 9' 9' I' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' #1
Q1 O l r Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' l0' 10, 12' 8' 1 13' 7' 14' 0' 14' 0' Dou las Fir Larch Southern Plnexxx
#1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' ll' 1' 14' 0' 14' 0' 14' 0' 14' 0' at #t
S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14, 0' 14' 0' 14, 0' a2 #2
#3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14, 0' 14' 0' 14' O' tx4 Braces shot( be SRB (Stress-Rated Board).
Ql D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14, 0' 14, 0' 14' 0' xxFor lx4 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' 14' 0' Industrial 45 Stress-Rated Boards. Group B
#1 / #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 be used with these wades, '
CS S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 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' 14' 0' 14' 0' 14' 0' 14' 0' wind Load deflection criterion Is L/240,
Of� Standard 4' 7' 0' 7' 5' 9' 4' 10' 0' IV 6' 12, 0' 14' 0' 14' 0' 14' 0'. 14' 0' Provide uplift connections for 75 plf over
X S P #I. 5' V 1' B' S' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load).
d #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0':outtookers
#3 4' 9' 7' 4' 7' LO' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang,.or 12' plywood overhang.
D F L Stud 4' 9' 7' 4' 7' 10, 9' 8' 10' V 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 1 12' 0' 13' 7' 14' 0' 14, 0' 14' 0'
Syron About(l Attach 'L' braces with 10d (0.128'x3.0' min) malls.
able Truss )K For (1) 'L' braces space nails at 2' o.c
In 18' end zones and 4' o.c. between zones.
Diagonal brace option, )K)Kf'or (2) 'L' braces. space malls at-3' o,c.
vertical length may be ET .
In 18' end zones and 6' cc. between zones.
doubled when diagonal 18' 'L' bracing must be ¢ minimum of BO% of web
brace I used. Connect L member length,
diagonal brace for 6000
at each end, Max web Brace Gable Vertical Plate Sizes,
total length Is 141. i )KW Vertical Len th No Splice
2x6 DF-L 02 or I Less than 4' 0' 2X3
better diagonal r -IF- Greater than 4' 0', but 3X4
Vertical length shown I bracer single less than 11' 6'
In table above. or double cut 1 I Greater than "' 6' 4X4
45' �(as shown) at _L + Refer to common truss design for'
upper end. peak, splice, and heel plotes.
L1 L'
ontinuous Benring
Connect diagonal at ````ttl 11111 If�O."'t Refer to the Building Designer for conditions
not addressed b this detail.
midpoint of vertical web. Refer to chart above for 4 � ` ....ngth, y '
-WARNING[-READ AND FULLOV ALL KITES DN THIS➢RAVINGI R REF ASCE7-10-GAB16015
xxINPDRTANTu FURNISH THIS➢RAVING TII ALL CONTRACTORS INCLUDING THE INSTALLERS. Q' \Cj�l�f� ��
Trusses require extreme care in Fabricating,handing,shipping,InstalUng and bracing. Wen,to and �`� �! ,�
Fallow the latest edition of BCSI(BuBding Component Safety Information,by TPI and SBCA)for'..safety �}✓ ,)� DATE 10/01/14
practices prior to performing these functions. Installers shall provide temporary bracing per PCSL _ N ?,y .-/
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord z�*
shall have a properly attached rigid celling. Locations shown For permanent lateral restraint of webs _ / '}x( f DRWG A16015ENC101014
��� shall have bracing Installed per abo sections the
J or Det as unless no Apply plates to each face
d f trues and pocltlon as shown above and on the Joint Details,unless not¢tl otherwise. yv ,("/ p�
Refer to drawings 16CA-Z for standard plate positions. 2 `� t'Y TKr- Yr
Alpine,a tllvlslon of ITV Bultding Components Gr6up Inc.shall not be sponcible for any devlation Fro n _ v,
AN fTW COMPANY SNs drawlna, nY failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, Is � P y°'.4 a
imstaaatlon t bracing f trueee�. � .i is MAX, TOT, LD, 60 PSF
A seal n this dra.tig or cover P.Q.listing this drnw4ig,Indicates acceptance of proFesslarwl
ergineerlme responsibility solely for the design shown. The sulLob#Ity d use of this drvrbg
13389 Lakalranl Drive forany structure Is the responsibility of the BUIdYg Designer per ANSI/TPI I Sect, •��'/,�,/�ro� {ll l�\•\`v���
Earth City,MO 63046 Fr more Information see this Job's general notes page and these web sites' °�•+^ne•,nnss rnnk(ttt MAX. SPACING 24,0"
ALPINE,r r.alpineitw,con,TPI,rrw.tpinst.orgi SBCA,www.sbcindustry.org)lco ww.Iccs4F...'q'
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00
2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■■ (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace ■ Bracing Group Species and Grades, .
Gable Vertical No
Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A.Group B Group A Group B Group Al
S )[ #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' ll' 7' 12' 0' 13'.9' 14, 0' 3 ruce-Pine-Fir Hem-Fir
�I- r #3 #1 / #2 Standard #2 Stud
3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' B' 9' I' 11' 3' ill 11' 13' 7' 14' 0' 43 Stud 1 #3 ISt.nda,clj
O LJ r Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ll' 11' 13' 7' 14' 0'
IH r Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' 1' 14' 0' Doucitas Flr-Larch Southern Plner■x
#1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11, 9' 3' 11' 9' 12' 2' 13, ll' 14' 0' #3 03
J a S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' stud Stud
#3 3' 7' 4' 10, 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10 13' 8' 14' 0' Standard Standard
d (U D P L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0'
Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' Group BI
U #1 / 112 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' Hem-Fir
_ S f- f #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 111 6 Btr
U u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' #1
O �I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' Dou las Flr-Larch Southern Plnewx■
#1 4' 5' 7' 3' 7' 6' 8' 7' 8' I1' 10' 2' 10' 7' 13' 5' 13' 11' 1 14' 0' 14' 0' #1 al
S P #2 4' 2' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 1 14' 0' 14' 0' #2 #2
03 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14, 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board).
Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0'
Q1 —i ...For Ix4 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
r #1 / 02 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14, 0' 14, 0' 14' 0' values ma be used with these wades.
d S P f #3 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes;
U u Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240.
OI� Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 111 I1' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 plf over
X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load),
d S P 92 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 111 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Goble end supports load from 4' 0' outlookers
#3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14, 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang.
ON D 1 L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' I1' 0' 1 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0'
Symm rr Attach 'L' braces with 10d (0.128'x3.0' min) malls.
Aboutl"�
able Truss )I( For (1) 'L' brace, space malls at 2' o.c.
In 1B' end zones and 4' o.c. between zones.
Diagonal brace option, )K)KFor (2) 'L' braces, space naps at 3' o.c.
In IB' end zones and 6' o.c. between zones,
vertical length may be T
doubled when diagonal 18' X 'L' brocing must be a minimum of 80% of web
brace Is used. Connect L I member length.
diagonal brace for web
I a -I�• Gable Vertical Plate Sizes
at each end. Max web � Brace
total length Is 14'. i �()( Vertical Len th No Slice
/ 2x6 DF-L #2 or I Less than 4' 0' 2X4
better diagonal T -il- Greater than 4' 0', but 4X4
Vertical length shown brace) single 18, less than 12' 0'
In table above. or double cut
,} 45* Co. shown) at + Refer to common truss design for
upper end. peok, splice, and heel plates.
i
Connect diagonal at
ontinuous Bearing Refer to the Building Designer for conditions
Refer t0 chart above for max 1`ltlllllllll,l not addressed by this detait.
midpoint of vertical web. gmWle r�T(Nal, length,
—VARNINGI—READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ���� � REF ASCE7-10-GAB16030
xDIPORTANTo FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING Tiff INSTALLERS. `� iy //]�
Trusses require extreme care In fabricating,handling,shipping.Installing and bracing. Refer to and ��1`�' a'
Low the latest edition of BCSI(Building Component Safety formation,by TPI and SBCA)for safety �1 e' !, �� DATE 10/O1/14
practices prior to performing these functions, Installers shop provide temporary bracing per SCSI. t
Unless noted otherwise,top chard shall have properly shown ed spermanenl lateral and bottom chord N�,^� DRWG A16030ENC101014
o. shall have a properly attached igld ceiling, Locations shorn for permanent lateral resMnlnt of webs ` '��
Il� shall hove bracing Inctalled per BCSI section on the
B7 or DetRIO,ails,
as
uppic.ntessbno Apply PI.othee.rwise.
to each face = ,J� ✓� �// y r
Q IILII� II\\\VVi li of truce and positron as shorn above and to the Joint Oeta1 G, nlvss noted otherrlse. _ P4 /T4
u Refer to drawings IbOq-Z for stwdartl pinto positions. `
Alpine, Inc, ons division of ITV Building Components Group In shall not be esplble for y deviation from SAT OF
AN(1�,VCnMPANT( this drawing• y failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, MAX. TOT. LD. 60 PSF
installation N bracing of trusses. ��l7
A seat-this drawing—cover Page Ilst6g this dra.Ing,Indicates—ptnnce of profe-lonnl
englneerirg responsibility solely for the design shown. The suitability and use of this drawb,o 0 R
For any structure Is the responsibility of the Bu#ding Designer per ANSVTPI 1 Sec2, r +.i(`^ !'+�:c :r`
Far more elt—otian see tp•ktorg eneral notes Indu and rgIelCCrrbrs cso�Fe.org 'I'yfs 1VlVp�'.r. %qy MAX. SPACING 24,0'
Earth Cily,MO 63046 ,i S�taa9q
ALPINE,r rnl InelLr.conl TPB rrrL Inst,or I SBCA,w r.cbclntlustr
e
Gable Detail
For Let-in Verticals Gable Truss Plate sizes
Ahout + Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
(E)Refer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
+ single plate that covers the total area of
the overlapped plates to span the web,
Vertical + 2 X 4
Length Exampler
�k typ. 2X4 2X8
'T' Reinforcement Attachment Detall
'T' Reinforcing 'T' RelnForcing
Member Member
+ + Toe-nail - Or - End-nall
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 onappropriate Alpine gable detail).
Attach each 'T' reinforcing member with
End Driven Nallsr Maximum allowable 'T' reinforced gable vertical
lOd Common (0.148'x 3',min) Nails at 4' o,c, plus length Is 14' from top to bottom chord.
14) nails In the tap and bottom chords. 'T' relnforcing member material must match size.,
Rlgld Sheathing Toenalled N°I(s, specie, and grade of the 'L' relnforcing member.
IOd Common (0,148'x3',m1n) Toenails at 4' o.c. plus eb Length Increase w/ "T" Brace
4 Nali 14) toenails In the top and bottom chords.
'T' Relnf. ' 'T'
'T' This detail to be used with the appropriate Alpine gable detal( for ASCE Mbr. Size Increase
Reinforcing wind load.
Member 2x4 30 % .
ASCE 7-05 Gable Detall Drawings Examples 2x6 20
A13015051014, A12015051014, Al'1015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph '
Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00
Truss Spaced At - ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3
4' °'c' Ail515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' RelnForcing Member Size = 2x4
A18015ENC101014, A20015ENC101014, A20015END101014,,A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7'
A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 Maximum 'T' Reinforced Gable Vertical Length
1,30 x 8' 7' = 11' 2'
See appropriate Alpine gable detall for maximum un'relnforced gable vertical'length.11
Kj 4 Nall
I
Celling '
FOLLOV ALL NOTES ON MIS DRAVDQ
WKPORTANTo FIWNIISG D-READ SN THIS G BRAVIN TO ALL CONTRACTORS INCLIIIIDM THE INSTALLERS. ��vv ` fUR '�, REF LET-IN VERT
Trusses require extreme care In filling ting,handling,shipping,Info installing b and banchg: Refer to and `� `� -•^e��T/•�i
Follow the latest edition of BCSI(Building ion. installers
Safety Infarnatlan,by TPI Intl SHCA7 for safety a L�1 •�/ j DATE 10/01/14
practices prior to performing theca functions. [nstn8ers hall provide temporary bracing per BCSI, �� ,�L'U�'��/•-• (\
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord 1 •'-J
shalt have properly attached HOW ccBing• Locations shown for permanent lateral restraint of ebs � `� _/ /�„ n t DRWG OBLLETIN1014
d �I-'��1� 11� shoo have bracing Installed per BCSI sections B3,B7 or HID,as pµkable. Apply plates to each face -
I lul\\vl I of truss and position shown above and n the Joint Details,unless noted otherwise. / ✓
11 Refer to drawlnos 160A-Z for standard plate positions.
AN ITw COMPANY .Alpine, division of ITV BuKcing Components Group Inc shall of be responsible for y deviation from
this drawing,any fait—to build the truss In conformance with ANSI/TPI 1,or for handgng,shlpplmg, - STATE OF MAX. TAT. LD, 60 PSF
Installation a bracing f trusses.
A seal on thls drawing or cover page Dsting this drawing,Indicates acceptance of professional
ngheering responsbhlty solely for the design shown. The sultalAlty and u: of this dro.Gg /, '�//n V UR, FAC, ANY
13389 Lakefront Oa for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. '��v� C ti , )t`• .?'
Earth Cily,MO 63045 for more Information see this Job's'general notes page antl these web sltes� 4/ .(�
ALPINE-a r.atpineltr,con7 TPI,w.w.tpinst.orgt SBCAi wer.sbclntluctry.orgl ILG rrrJccsaFe.org MAX,'SPACING 24,0'
Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. 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, 80% length of
Webs 2x4 SP 43, SPF #1/#2, DF-L #2 or better, web, same species and grade, or better, attached with 10d box
(0,128' x 3,0') naps at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous
x�Attach each valley to every supporting truss with) Lateral Restraint applied at, mid-length of web is permitted with diagonal
(2) 16d box (0,135' x 3,5') nalls toe-nalled for bracing as shown in DRWG BRCLBANC1014,
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Bullding, Exp, C, Wind TC DL=5'psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with)
Or properly attached, rated sheathing 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
Bottom chord may be square or pitched cut Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
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 fabrlcating from xxx Note that the purlin spacing for bracing the top chord of the truss
separate 2x4 members, beneath the valley is measured along the 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',
2X4 4X4
12 3X4 Palle
12 Mnx, S acin 9
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional Hip
f- 8-0-0 max -I Bottom Chord Bottom Chord End Detail Joint Detail
Valley Valley
4X4 Toe-nailed /
12 o m n T-usses
12 Max, (— /K
t 2 o, ,
X3 /vct(Jv S t
1X3 1 6-0-0 ��\c` a 4
1X3 5X4 SPL (Max Spacing) IR
2X4 Q�G��9
1X3 SQp
Common Trusses
20-0-0 (++) I at 24, o,c, Partial Framing
Plan
Supporting trusses at 24' o,c, maximum spacing.
lNluui)Ilurrry„
.VAMW--READ AND FILLGV ALL NOTES ON THIS DRAVINTil TC LL 30 30 40PSF REF VALLEY DETAIL
nWORTANTww FIDNMH THIS➢RAVING TO ALL CO ER CONTRACTORS INCLUDING THE INSTALLS.
Trusses require xtreme c In fabricating,handling, hipping,Installing d bracing. Refer to and ��� r
follow the latest edition of HCSI CHWlding Component Safety Information,by TPI and SHCA)for safety \�,•l' :sr t;•,t�/• ,�,TC DL- 20 15 7 PSF DATE 10/01/2014
practices prior to performing these functions, Installers shag provide temporary bracing per BCSL c �,, �.` v +�
Unless noted otharwlse,top chord shall have properly attached structural sheathing and bottom cheld _yam ,4 r.:
shalt have properly attached IDid eelDng� Locations shown far pernanenS ateral restraint f ebs '{(f'< ///,,,///�� BC DL 10 10 10 PSF DRWG VAL160101014
shall have broclnB Installed per BCSI sections B3,H7 or B10,as applicable. Apply plates to each face r U
trust and padtian a cna.n bava a a an the Joint Dekalle,unbec notes atnar.lea. = ,..•' 'i;'.BC LL 0 0 0 PSF
1� I IL�J Re Fer to dro.ings 160A-2 For standard plot.positions. F•.� I
AN rrWCOMPAM Alpine, division of ITV Bullding Components Graspp Inc,shalt at be responsible for y deviation from = �n? J TOT, LD, 60 55 57PSF
this drawing, y failure to build the truss In co,ormence with ANSI/TPI 1,or for handling,shipping, v E 0F^ J
Installation 6 bracing of trusses, A
A cal this drawing or cover page listing this drawing,4tdcates acceptance f proFescbnal
engl',eerbg responspdUtY solely For•the design shoes, The su)tabillty old a of this drawng ,f f�'+ l �'Y �dw.~
for any stn,ct,r.is the responsblllty of the Building Designer per ANSVTPI I Secz -v $IUR.FAC.1.25/1.33 1,15 1.15
Earth Lakefront Drive �.,, ,..,F''' ,�
Eanh Cily,M063046 For more Information see this job's general notes page end these web It..- ,�i. I��n - , �j'' SPACING 24A'
ALPINE,w e.alpineltw.con,TPI,www,tpinst.orgl SHCA,eew.sbcindustry.org)ICC,www.lccsafe,org ��`
Piggyback Detail - ASCE 7-101 160 mph; 30'. Mean Height, Enclosed, Exposure C, Kzt=1,00
I. .
160 mph Wind, 30.00 f t Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof,'Exp C, Wlnd DL= 5.0 psf (min), Kit=1.0.
Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0.
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins." The'bullding Engineer 'of Record shot[
provide diagonal bracing or any other'suitable anchorage to permanently,restrain purlins, and lateral bracing For out of plane loads over gable ends.
Maximum truss spacing Is 24: o.c. detail Is not applicable If cap supports additional loads such as-cupola, steeple, chimney"or drag strut.loads..
xx Refer to Engineer's sealed truss design drawing for plggyback and base truss specifications. '
Detail. A P u r l i n Spacing - �2'4' , o-c, or less Plggybnc i cap truss slant nulled to all top chord
12 purlin bracing with (2) 16ci box nails (0.135'x3.5')
and secure top chord with 2x4 N3 grade scab
Up to 12 (1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
2' 2' 4' Attach Curtin bracing to the flat top chord
using (2) 16d box nulls <0,135'x3.5').
4-
2' .
The top chord 03 grade 2x4 scab may be replaced
Purlln Spacing = with either of the Followings (1) 3X8 Trulox
24' o.c. max plate attached with (8) 0.120'xl.375' nalls, (4)
Into cap TC & (4) Into base truss TC or (1) 28PB
wave plggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
C4) 0,120'x1,375' nalls, Note- NalLing thru holes of
Top_Chord Scab (Typlcnl Each End) Flat top chord purlins required at both � wave plate Is acceptable.
ends and at 24' max o,c, spacing In between,
x In addltion, provide connection
Detail B P u r l i n Spacing > 24' o.c. with one of the following methods-
Piggyback cap truss slant nalled to all top chord purlin Trulox
bracing with (2) 16d box nails (0.135'x3,5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and
chord with 2x4 N3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord
attached with 2 rows of IOd box nails (0,128'x3') at 4' o.c. members. Attach to each face @ 8' o,c, with (4)
0.120'xl.375' nails Into cap bottom chord and (4)
12 Attach purlin bracing to the flat top chord In base truss top chord. Trulox plates may be
using a minlmum of (2) 16d box nails (0,135'x3,5'). staggered 4' o.c, front to back faces.
Up to 12 APA Rated Gusset
B'XB'X7/16' (min) APA rated sheathing gussets
(each face). Attach a 8' o.c. with (D) 6d common
(0.113'x2') nails per gusset, (4) In cap bottom
chohord. Gussets
4' 2' © L 4' may rbeanstagger d 4' o.c) In base u fronss t to back'Faces.
2x4 Vertical Scabs
2' 2x4 SPF N2, full chord depth scabs (each face).
Attach @ 8' o,c, with (6) 10d box nails (0,128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. Front to back faces.
Purlln Spacing > 28PB Wave Piggyback Plate
24' a.c. max One 28PB wave plggyback plate to each Face
Full @ 8' c,c, Attach teeth to plggyback at time of
Top-Chord Scab (Typical Each End) Chord Flnt top chord purlins required nt fabricatlon. Attach to supporting truss with
Depth both ends, purlin spacing >�24' O.C. (4) 0,120'x1,375' nalls per face per ply.
p Piggyback ates may be staggered 4' o.c. front
Note- If purlins or sheathing are not specified on the flat top of the base to back facples,
truss, purlins must be Installed at 24' o,c, max. and use Detall A. latllltjdrl�hljj .
rrVARNING--x READ AND FOLL➢V ALL NOTES ON THIS DRAVINGI e L A4q REF PIGGYBACK
rvINPCRTANTvv FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme core In fabricating,handliro,sHpping,Installing and bracing, Refer to and '
follow the latest edition of BCSI(Bulitling Component Safety Information,by TPI and SBCA)far safety �� �CiEI'�/ �' DATE 10/01/14
practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. S� �%
Unless noted otherwise,tap chord hall have properly attached structural sheathing and bottom chord
ti shat nave property attached rigid cell6+g. Locations shorn For permanent laterat restrains f webs N DRWG PB160101014
17 shall have bracing Installed per BCSI sections H3,S7 or RIO,as oppgcabie. Apply plates to each face = / (,•
d ��� f trussand position a shown above and on the Joint Detals,unless noted otherwise.
�f Re Fer to dravings 160A-Z for standard plot,positions. �/,
AN RWCOMPANY Alpl division of ITV Bulltling Components Group Inc,shall of be ponsible for y deviation from ;'�7 ( O'�TC
t11,drawing,any Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, l Q�
Installation L bracing of trusses. A
A seat w this drawing or cover page listing this drawing,indicates acceptance of p.ofessl—t ¢2�✓�'
erolneeNrg responsibiDty solely For the design shove The s,itak,Blty d of this drawing 6
13389 Lakefront Drive for any structure Is the respons761tlty of the BuR a Designer per ANSI/TPI I Sect
r EaM City,M063046 For more Information see this Job's general notes page and these web sites- tp �^�� ,` SPACING 24,w
ALPINE-r r.alpineltw.conJ TPI-rw,.tpinst.o'01 SBCA-w r,shclndustry,orgi ICC-www,lcccafe.org '-// 1
' f/l/111111111111
w
w • � r
X Hip Frame Details Hip Frame
W4X4, Min, B
24'� Common
Typ,
Trusses
W1,5X3
Typ
Stepped Hip
System Trusses
2x4 Chords 2x4 Purllns
Setback n c #1 Hip
Pitched and Sheathed
Chord Area
- Hip Framex
--- -------------------------------- ----------------------- - B Bottom Chord
W3X4, Min, a- Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0,131'x3,5' nails
W3X4, Min, )K Hip Frame, 'R' Bottom chord of hip frame to be attached to
#1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing,
Hip frame stops at plumb cut of T� T� Hip Frame
jacks to maintain pitch continuity, Section B-B
Hip frame lumber is SPF, So. Pine, HF,
or DFL Standard, Stud grade, or better,
See Engineer's sealed design for setback,
lumber, plating, loading, and duration factor required,
'R' Hip frame chords may be trimmed up to 2' to fit,
purlins must be intact and properly attached. E-- Setback -- Stepped Hip
System Trusses
Use this detail for: Hip Frame - provided by truss manufacturer.
ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top
ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber,
Structure anels must be properly attached directly
Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi`Rttt�L lllhwrUns,
VARNINFda READ AND FDLLDV ALL NDTES IN THIS DRAVINGI REF HIP FRAME
•xINPORTANTaewe FURNISH THIS DRAVING TO ALL CQITRACTDRS INCLINING THE INSTALLERS.
Trusses require extreme care In fabricating,handiing,shipping,Installing and bracing. Refer to and
Pallor the latest edition of BCSI[Building Component Safety Information,by TPI old SBCA1 for safety N/A v DATE 10/01/14
Practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. = y//✓,
Unless noted otherwise,top chord shall Fave properly attached structural sheathing and bottom chard = DRWG HIPFR1801014
shall have prope ly tta0p—1 rig-coiling. Locations shown for permanent lateral restralnt of robs. -
F� II�� shall hove bracing Installed per BCSI sections B3,S7 or RIO,as applicable. Apply plates to each face _ ,,(
Q ��� 1E of truss no position as soars above and an the Joint Details,unless noted otherwise. S7 ATE OF.Refer to drawings 160A-Z for standard plate positions. .�
az
AN riw COMPANY Alpine, dlvlsion of ITV Building Components Group Inc shall not be responsible for y deviation from 9
khls droving, my falture to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, �� O f1 Q'. <Q
installation L bracing f trusses. t 0
A seal on this drawing or cover page fisting this drawing,Indicates acceptance of professional
englnewrLq responsroNty solely for the design aYawn The esulpeiryANSVTPI 1 Sec2 drawing
��
13389 Lakefront Drive fOr'any structure Is the responsibility of the BuildingDesl nor k} Rl A 1 '
Earth City,MO 63045 For more Information see this Job's general notes page and these web sites ///lYAdIApTlllflflt114111Ip
ALPINE,w .alpineltw.coml TPI,rwr,tpinst.orgl SBCAi www.sbclndustry.org)ICO rrwJacsafe.org
CLR Reinforcing Member Subs -t.itution
T-Reinforcement '
This detail is to be used when a Continuous Lateral Restraint (CLR) Or' T-Reinf,
Is specified on a truss design but an alternative web L-Reiinforcement: or
reinforcement method is desired. L-Reinf,
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',m1n) nalls
at 6' a,c. Reinforcing member Is
Notes: a minimum 80% of-web
member length.
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-relrforecement 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 Reinforecement Scab Reinforcement:
Size Restraint T- or L- Reinf. Scab Reinf,
2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web.
2x3 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' o,c, Reinforcing member Is a
2x6 2 rows 2x6 2-2x40I() 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,
l 010 Center scab on wide face of web, Apply (1) scab to each
face of web,
I ,
..VARNING0.READ AND FOLL13V ALL NaTES ON THIS DRAVINGI vet r 1 p '•�J .
..IIIP6¢TANT..FURNISH PUS DRAWING TO ALL aINTRACTDRS INCLUDING THE INSTALLERS. � F1-. ¢Y(f ., TC LL PSF REF CLR Subst,
Trusses equine extreme core In fabricating,handling, hipping.Installing d bracing, Refer to and
folt..the latest edition of HCSI C6uatling Component Safety Information,by TP[and sBCAJ for safety Q� ff CAAI� ! �� TC DL PSF DATE 10/01/14
practices prior to performing these functions. Installers shall provide to
bracing par BCSL ``�Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord C DL PSF DRWG BRCLBSUB1014
shall have a properly attachetl r191tl ceiling. Locations shorn for permanent lateral restraint of webs
Q ��� F� shall,ss and pog ion ass par'CS'
sections B3,H7 ar B10,as oppllcabls. Apply prates to each fce - ✓JI,`'✓J(FA+�71j' �C•LL PSF
u— IILf� of tru ntl p sltlon o shown above and on the Joint Deto¢e,unless noted otherrlse.
Refer to drawings 160A-Z for standard plate positions. %�y� v� -
Alpine, division of ITV Buliding Components Group Inc.shall t be responsible for y deviation from SOT, LD, PSF
AN fTW COMPANY this dra.ing,-my failure to build the truss In conformance with ANSI/TPI 1,or for h—Aing,shIpptrg, .4 yCj'�A°j Q�
hctallatlon L bracing of trusses, .A
A sent this drawing or cover page listing t,=drawing,Indicates acceptance of professional n,
englneering re ponslbidty solely for the design shown, The suitability and use of this dro.ing +" `t`
13389 Lake1ron10rive for any structure Is the responsibility of the Bulltlln0 Designer per ANSVTPI 1 f Itin F6F 4
AI©� cif; DUR, FAC,
Earth City.MILD 63045 For n re InFornatlon see this,job's general notes page and these web sites, 6! 5q•(�/. th1°a"" (,� yv` SPACING
ALPINE,r.olpineltw.c ,i TPI�rrw.tpinst.or91 SHCA,r r,sbclntlustry.orgl ICG.wwJcceafe,or9 !!ill l7 1 `'
fylffl11111111111111t`
Cracked or Broken Member Repair .Detail
Load Duration - 0%
This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load
or web member.
This design Is valid only for single ply trusses with 2x4 or Maximum Member Axial Force
2x6 broken members. No more than one break per chord panel Member Size L SPF-C I HF DF-L SYP
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not Web ❑nl
comply with this detail, Y 2x4 12' 620# 635# 730# 800#
(B) = Damaged area, 12' max length of damaged section Web Only 2x4 18' 975# 1055# 1295# 1415#
(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#
sP ecles as damaged member, Apply one scab per face. 24'
Mlnlmum 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' ac., rows sta gered,
Nail Into 2x6 members using three (3) rows at 4' o,c„ rows sM 30°gered, 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 2470# 2530# 2930# 3210#
detail is limited to Visual grade #1 and MSR grade 1650f, 36°
Web or Chord 2x6 3535# 3635# 4295# 4745#
This repair detail may be used for broken connector plate at
mid-panel splices. Web or Chord 2x4 2975# 3045# 3505# 3835#
This repair detail may not be used for damaged chord or web 42'
sections occurring within the connector plate area.
Web or Chord 2x6 4395# 4500# 5225# 5725#
Broken chord may not support any tle-In loads, Web or Chord 2x4 48° 3460# 3540# 4070# 4445#
Web or Chord 2x6 5165# 5280# 1 6095# 6660#
S
Minimum
L Distance
B
L L
L
4' o.c S
Typical ~
L
+ O + O + O + O L
O + O + O + O + Distance
\ B L
—� 2' —
Stagger L
+ = Back Face 10d Box (0.128' x 3', min) Nails:
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Trite Row Staggered
Nail S acin Detail "�0011' L
wwVARNINGtww READ AND FOLLOV ALL NOTES ON THIS DRAVINGI `�� ' ry
r REF MEMBER REPAIR
wwD1pORTANT•w FURNI
SH THIS DRAViNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS 10-;, r E V AV, ✓y
Trusses require extreme car In Fabricating,handling,shipping,Installing a d brochg. Refer to and �` S
Folio.tha latest editlon of BCSI(Building Coupon nt Safety Information,by TPI and SECA)far safety y�`,r �a> DATE 10/01/14
PR
prior to pervornlnp these iunctlons, Installers shall provide temporary bracing per HCSI. N/,yr; !/ `
unless noted otherwise,top chord shall have properly attached structural sheatWng and bottom chord: DRWG REPCHRD1014
shop have a properly attochetl Igid celling. Locations shown far permanent lateral restraint of ebs �' /
L
PIN
shall havebrncing Instas sperBCSI sand on th J or Det ils applicable. Apply plates to each faceyd f truss nd position a shorn above and on the Joint DetaNs,unless noted otherwise, �T�Te <]�
Refer to dru.ings I60A-Z for standard plate positions.
AN ITW COMPANY Alpine, division of ITV Building Components Group Inc shall not be responsible for any devlation from, f
this sharing, ray FaM1ure to bWld the truss In conformance with ANSI/TPI 1,or for handling,shipping, 9
Installotlon 6 brocing of trusses. ' 0 ��
A enl this drawing cover page listing thls drawing,Indicates acceptance of professional �i m�S
nglrteering responsibility solely For the design shown. The suitability and use of this drawing
13369 Lakefront Drive for any structure Is the responsbllty of the Building Designer per ANSI/TPI I Sect. ' S(7 l
Earth City.MO 63G45 For more Information see this Job's general notes page and these web sitesi J/ill1141 " f1L 1-,,t1,'tt�,
ALPINE,www.alpineltr.conj TPD r'..tPIm.t—g)SBCA1 wrw.cbcindustry,orgi ICa wwwAccsaFe.org IIIIIII ,,,a 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,
STANDARD BOTTOM CHORD FALSE FRAME .DETAILS SPACING AND 10PSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
DO NOT USE THIS DETAIL FOR:
1. STRUCTURAL' BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
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,
l 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
i 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
FILLER ----- 8, FALSE FRAMES ON. CANTILEVER SECTIONS OF A TRUSS,
4' 0' OC MAX. ; LENGTH TO TRIM FILLER
f EXISTING FILLER �1
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' USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
— IF FALSE FRAME CHORD ISS THE SAME SIZE AND GRADE AS THE 0' O.C. MAX., SEE NEXT OPTION. VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
Z
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 RED.
CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d 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 OSB) 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 TRULOX 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).
—VARNINGI—READ AND F13LL13V ALL NOTES(IN THIS BRAVING
wwlNppRTANTww FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`\`�� RTC, '�,, REF BC FILLER
trusses require extreme care In fabricating,handlln8• HPPInO,Installing and bracing. Refer to and 1 Q, \G �� �t�y DATE 10/01/14
follow the latest edition of BCSI(Building Component Sofety InPorratlon,by TPI and$BCA)far safety EN
practices prior to performing these functions. Installers slwll provide temporary bracng per BCSI. `�
Unless opted property
a tap chord snail have Properly shown for
structural lateral
and button cobs ✓ .� DRWG REPBCFIL1014
shop have a properly attached rlgld sections
Loco B no shorn far permanent lateral restraint of face
�(-� shall have brndng Installed per BCSI sections the
J or Det ils unless bno Apply plates to each Face
AL
�uL_JJ I��UI�\\\\VVVVVVI IIII IILIL�—, Re truss rd position as form above plate
an tha i o.. Oetnls,unless noted otherwise.
Refer to dra.Ings IfiOA-Z for standard plate positions.
AI Ina,r civislon of ITV Building Components Group Inc shall not be responsible for yy tlevlhtlan fro l
AN rrw COMPANY t his pdrawing. y frfture to build the truss In conformance with ANSI/TPI Pa or for hondling,fhlpping, S A i F Q
Installation b any
of trusses.
A seal on tins draw4p or cover page IL-rg tins drawing,Indicates oceep—e f professlonnl //; R A'
engineering responsNUty solely fr the design haven The suitab6lty rd use of tins drawing
`v R��
13389 Lakefront Drive for any structure Is the responsbelty of the Bullding Designer per ANSI/TPI I Sect '��'�.C` C�`,\\$
Earth City,MO fi3045 For more Information see this Job's general notes page and these web sites,
ALPINE w r,alpineltw.caml TPI,rr t I,st.org,SBCAi w `w•P n.sbclndustry.orgl ICE ryr.lccsnfe,org /,p ����
Illlll111. '
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, sane grade and species as top chord designated on
Engineer's sealed design and three tines the overhang length. Attach
overhang scab to one face of top chord with 10d box (0,128'x3,0', rein)
nails at 8" o,c, plus clusters of four nails where shown in figure below ( ),
NOTE: #2 is the minimum (umber grade allowed for all species.
NOTE: Add 210# uplift (Max,) to reported truss uplift for wall connections,
12
2 TO 12 �
3L
L
24' MAXIMUM
ftAA-
.1VARNING111 READ AND FDLLDV ALL NOTES.THUS BRAVING ��,��J !�', TOTAL TOP CHORD REF 2X4 SCAB O,H,
11HP(II3TANTu FURNISH THUS➢RAVING TO ALL C@ITRACTDRS INCLUDING THE INSTALLERS.
Trusses require extreme care In Fabricating,handling,shipping,Installing and brocing• Refer to I'd Q, ��EnISF F�'; LOAD NOT TO DATE 10/O1/14
fallow the latest edition of HCSI Qullding Component Safety Information,by TPI and Sim for fety �, ��s EXCEED 40 PSF
practices prior to performing these functions. Installers shall provide temporary bradng per HCSI. ����,��
u l ss noted otherwise,top chord shall have properly attached structural heathlmg and bottom chard NpE14 CDEAD PLUS LIVE) DRWG ❑HSCB2X41014
shall hove properly attached rigid telling. Locations shown far permanent lateral restraint of webs =
shop have bracing osi Installed per HCSI sections H3,H7 or HID,as applicable. Appaly platys to each face
II'III(� IIIIII��\VVI II f truss and position as horn above plate
on the Joint Details,uNees noted tharwlsv. j4/
Refer to drowings 160A-2 for standard plote positions. /,��_'F ��
Alpine, dlvisien of ITV Building Components Group Inc.shop not be responsible for any deviation From _ .S/ f�
AN MW COMPANY this drawing,any Failure to build the truss In confor once with ANSI/TPI I,or for handling,shipping,
Installation L brocing of trusses. �.!\ �� `Of `
A seal this drawing or cover page listing this drawing,Indicates acceptance f professional -ll 1
nglneerimg responsiblUty solely for the design shown The suitability m of this dr°wing f G� y�" �� DUR, FAC. 1.15/1.25
133B9 Lakelranl Drive °vr any str"`tYPe Is me respion see
of the.general mars pop pere and thleseSw b sltes� , st,. Q (�o` SPACING 24'
Earlh Drive
For more Information see this Job'. rg /tI�NAI.v� \\
y ALPINE-rwr.alpineitw.coml TPI,vww.tpinst.org,SBCA-www.sbcinductry.org,IM wwrlccsaFe. fI \
STRONGBACK BRIDGING RECOMMENDATIONS
suTTSTRONOBACK ®All scab-on blocks shall be a minimum 2c4'Stress graded lumber.'
BWDONG TOGETHER _ N*-All strongback bridging and bracing shall be a minimum 2x6"stress
graded lumber."
4.-op o The purpose of strongback bridging is to develop load sharing between
Individual trusses,resulting in an overall increase in the stiffness of the
4'4rWSCAB ATTACH WAS WITH 10dBOXKM floor system. 2x6 strongback bridging,positioned as shown in details,
(0.12S79A`)NAILS IN 2 ROWS ATB`O.C. is recommended et'1 D'-0"O.C. max.
NOTE IN LIEU OF SPLICING AS SHOWN,LAP )
STRONGSA.CK BRIDGING MEMBERS FORAT
LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL ►The terms"bridging"and'bracing'are sometimes mistakenly used
NOTE: Details 9 and 2 are the re>Rerred attachment methods interchangeably. 'Bracing"is an Important structural requirement of
ATrACN STRONGBACK TO any floor or roof system. Refer t0 the Truss Design Drawing(MD)for
WEB WI(8)10d COMMON O the bracing requirements for each individual truss component.
(0.148'9i') NAILSOR(4)10d 'Bridging,'particularly"strongback bridging"is a recommendation for
O BOXAGUN(OAZt AI 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
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.
° STRONGaACK BRIDGING
SPACING REOUIR13AWM
UP b 10 Now roqLdmd For additional Information regarding strongback bridging,refer to BCSI
Icy toW tfow(at CMWof om
(2)10d COMMON(0.148WO)OR W tO 2 row. 1 at each (Building Component Safety Information).
BOXIGUN(0.1289 Jn NAILS ATTOP D(6(MINIMUM)STRONGBACK, 80'tD49 s rwn 0 Bt Wdl Y t
AND BOTTOM OF W SCAB-ON BLOCK RESTRAINED AT EACH END. Over40'Spend roww m 1v o m
ATTACH STRONGBACK TO BLACK W1
(8)10d COMMON(0.14".0-)NN(9 OR
(4)10d BOXFGUN(0.128W.0'NAII 4.
O
00
0
0
o° ATTACH STRONGBACK .
TO BOTTOM OHM WITH
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)*70-3'sDtEws
.. Htitlulfll
-FMUG-8&D AND PGLAT AIL NOM ON TIC MM pJt J/
Tr.�rKdn-1—core m ftbrmw.c 1-d---,ppm,,b-d-Ut.A.4 bred.,. Bd.L.eed mlm.B®(Dm,m j ``,00��.�,t-,MA 'r., TC LL PSF REF STRONGBACK
fnmpoe.ot SddT hdm U. by TPI-d VXA)for..retT pm.tmw prior to pertormtop them ttmetloe.. b tellan shell
l.mmp r.q bre Per BtSL Dd—mmd otb.r+l.4 to obeN&a b.Te p.0p-ly•tWh.d.tree V p••d••m EN � TC DL PSF DATE 2/28/11
WW daH b—a properly attached rW4.duos i<e.Ptt.=•ho•°for pcme0eat mter.1 rr wet.r nTe.b.D n.T. Q- \c SF (�
1111T :9 blot.,l..teB.d per B=—U—rb k>R. B.thd.JW.y.mrd tat..pe{.f.r men Idorrad_ ` '
"ll[NNTAM^ W=COFT o►T®DESIGN TO DWAUAT/0N COWW 1 N 2 BC DL PSF DRWG STRBRIBR0211
►
m Bwlams Dom ed.D 00p me.MRW).Ull°et be r..p.mtbl.for-y derletlm eom thd.de.dpg,e• Nil a m bma — � .� � * C LL PSF
k"VOrPDf�+kdaDYt¢ th°troo m°oe .Nh TPA M r.mtwtmo.h=dUC& PPW.m.mum�&kx dU d try... mBa con 0-N•t•• _ }fir /�
pm.d d eo/le/tdU(WJVS p A9T9 ABU god.sT/a/eo(U►/�WT..tmL Apply pLtm to eeeh tau w Ire.
.db .d...h— boo.end.Jolt NWI — ,(./-}/ OT. LD. PSF
A.ed-tw dr-1.9 eo�r pq..dice.".cepmor.-d Pr —i--f oaymeerme rmpodbdlltT.°IdT f.the trm. O 1 AT E.O F 0,
pweet d.P.h— the ndmbttltT�d doe of lhL eo P—t for=7 bai!04 1s the wydbMy d the B.Afts / i `y ♦l�,�.
tiwe.m: _tpm.L_V=:—.bdoft bT.c°m:IG�T�dccWe.orY �i���,A �`O \�C DUR. FAC. 1.00
����� SPACING
TJa"lilt It",
i
HA GER SCHEDU E TM°�pfA1d1p 1°6Xi S°'m1°`
fie'-e•Env.
t\I"fit' APPROVED QAPPROVEDASNO EO © °
13NOTIREVIEWED MR MOR YOUR INMRMATIO.N
Submittals are Mimed for contormanve vrrtt design intent m„
and ggeneral compliance With the Contract Documents oniy. I 37;t "n i'o g
No as Do Not Aaftze Changes to Contract Sum.
ae's" Approval ccmmants andlor corrections does not relieve the °�D iApOP '3 MBAvwrgO¢ boo
I to--} } Con7actnr from compliance with the Contract Documents.Tha ;�
27'1 Can ttactar Is responsible o canfirmlng and conefatn all To °®A 1'�IDpR°Bp tHW°B�N O�Pm mNESS IAY
r_D•uN EZB N
quantities, dimensions, toleroneas, clearances, fabrication AppROVD)RUBS MMOR BY BUUM
processes,techniques and sequences of con stmct on, aX4 MNiMUM TOP AND 801TOM CHORDS
4HJ7 PLUMB CUT OYEBHANO
74BJI 4 3 compatibl%of materials and met. °c,coordination of their ,2
work with other tradaa and subcontractors. a e!/
ry manner n ar cc Iia ce
m 7=� with the Contract Documents.
V B„
D an r��� — D BRG.
`. UNLESS ND1
HJI OtHFRM1SE
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All®ACNO 1q M-0.G D[Lt➢T M 6NDY.11. I
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ANY aRmEN W W DNFHIs AND/m S4Nq pZDEa.
ND aACEDUA¢9 D°l BE NDHmFD.
FT3 WARNING
ig
NOTES
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APPROVAL SIGNATURE
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`APPROVED 13APPROVEDASMO:�hD
El REVISE&RESUBW MRCJ}°Cl'i'tVf?9iSUo1;r
ONOVIEV1EWED FIFOR YOUR 1tSh1fiMAT10'd
Submittals are reviewed for comonnaneu wn, design intent .
mr
and general(compliance%,All•!he Contract Documents ody. iFu�x F �,o w
Notations Do Not Aathwize Charges to Contract Sum. B� T '
Approval,cominants inviter correottens does not relieve the wtlwtu a''•1; BpABO BamD
I. CariNactor from compliance With the Contracl Documents.Tho 'U1D "�'"'° �H"U N IF"R'
Contractor is.respopsible for confirming and Correlating all ¢ � `� "ppq 1Xp55�AFMB
3s e" lo'-- quantities, dimensions, tolerances, clearances. falt ication °°
2710 APPBOYID MTO aNCHOB H1'BBCB D
1C A� processes,techniques and sequences al Constmcuon, zxa MINIM-TOP AND BOTfON CHORDS
eampabbilny of materials and met. "s,caardina'n e!tlreil II pWMe CeT 0°`"NANO ,Z
-+P1- can Warty with other trades and subcentractars,p in
al 1
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a e onlract Documents. 1"e
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TYPICAL TRUSS END
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