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HomeMy WebLinkAboutTRUSSK ;:, 1
BY
S "La de CU*
r RANEY COMPONENTS
7 ey 19900 Independence Blvd.
Groveland, FI 34736
0111Ponc'nf8, "C one: (352)429-9429 ` (352)429-0304 " Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS00033
Printed: Wed, May 16 2018
Joa
►nrormation:
omer
Address:
EOR Name and License Number.,
Cus
DR
Name:
Morton
Creekside Lot 33
8641 Cobblestone Dr
Des
dpdon:
City, State, zip:
4E
iB 1828-Cali "D"
Fort Pierce, FL
uauuly nuvnliallun.
Roo
Loads:
Floor Loads:
TC
ve: TC Dead., BC Live: BC Dead:
TC Live: TC Dead: BC Live: BC Dead.
20
7
0
10
0
0
0
0
Bid
Code: Wind Std.' Wind Speed: Bldg. Useage: Building Type: Wind Type:
FB
1 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M
Pag s or sheets covered by this seal from: 1 thru 21 Total 21
DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
AIIA
3
A2
4
Ale
5 A3
6
Al GE
7
A4
8
AS
9 A6
10
A7
11
ASG
12
D1
3 DI GE
14
c1
15
C1GE
16
M3
7 ER
18
BJ5
19
BJ3
20
BA
A OR
1 Digitally signed by Manuel Martinez
n u e I , DN:cru"—IdenTrustACES Business
Representative, ou=M AND E
ASSOCIATES P.A, cn=Manuel Martinez,
^`0.9.2342.19200300.100.1.1=A01098000
U Z Ad be AACcrob t9DC version:
Datei2018.p5.16 15:1553 -04'00'
94 ,aq 2015.006.30418
40 01 SA38:FF 5B 81 BO 88 7F 48 00 9942E 85 FEE
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madft SFA,:2 nut ba*vffbd on mycleamnl,
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FILE COPY
Page 1 of 1
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I
Job Number: 36CS00033 Ply: 1 SEQN: 668615 / T101 COMN
4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 16 FROM: AH DRW:
Truss Label: Al I Wgt: 224.0 Ibs / ... 05/16/2018
6'4"9 T10" 14'4"T 19'1D" 25'3°9 31'97 33'3" 39'8'
6'4"9 F1'6" 6'5"15 5'5"9 + 5'5"9 6'5"14 h1'6"� 6'4"8
F=5X6
D2X4 m4X6 m3X4 =3X8 =3X4 4X6 m2X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
�1+ 6713 + 59"3 +20"1 + 59"1 +2 4 Z sz•1z
6'2"13 12' 14'0"1 19'1D" 297"1 2T8""f" 33'S"4 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh ! RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 / 961 / - / 445 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - / - 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(fL): 0.140 L - - B Min Brg Width Req = 2.0
NCBCLL: 10.D0 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0
Soffit: 2.0 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.667 Bearings B & J are a rigid surface.
BCDL: 5.0 psf Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.600
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906
Lumber B - C 1492 -3056 G - H 1255 -2428
Top chord 2x4 SP #1 C - D 1227 -2466 H - I 1228 -2467
T
TD - E 1254 -2427 i - J 1493 -W9
ot chord 2 SP #1
Webs 2x4SP#3 E-F 1114-1906 J-K 27 0
Bracing Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp.
member. Or 1x4 "T" reinforcement. 80% length of B - R 2673 -1193 O - N 2105 -826
web member. Same species & SRB grade or better,
R - Q 2670 -1193 N - M 2671 -1195
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc. Q - P 2670 -1193 M - L 26711 -1195
a'aaasaa
Loading
as - as P - O 2104 -801 L - J 2674 -1195
Truss passed check for 20 psf additional bottom � Maximum Web Forces Per Ply (Ibs)
chord live load in areas with 42"-high x 24"-widea„i&Webs Tens.Comp. Webs Tens. Comp.
clearance.
. " R - C 276 - 5 O - G 494 - 777
Wind:' C-P 418 -596 G-N 464 -164
Member design based on both MWFRS and C&C. P - E 464 -164 N - I 419 -597
. E - O 494 -776 I - L 276 -6
as : %• F - O 1385 -751
40 015A38 EF 53 81 BO BB 71`48 00 99 2E 85 FI3
33,1sfYaiesl�atsccnslcgsd�nad'aezd x�ealcd'6y iAasa.ml rstarts,
€d: (Psis. .:mlenlhmdasa�srtawnalam a ,gas3ar<-i
as�erithmx�N+z-
Pduwd capi=afdhil dwl== wvvatczr41&and Viandnaiad
asaf tj�s:sa"1 eni aaimen�la n.r ha wrfifbd m art*etcctrar*-
lr:s
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rec]u!re extreme care in fabricatingg handlin�g shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI anc7'SBCA) toy 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 bracingg installed per BCSI sections B3, B7 or t
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 16DA-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents 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 dfawing or cover page_
listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this 7iawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Nu'
ber: 36CS00033
Ply: 1
SEQN: 668616 / T13 / COMN
4EBB
828-Cali "D" /DR Horton AEBB 1828-Cali "D"
Qty: 1
FROM: AH
DRW:
Truss
4 bel: A1A
Wgt:260.4lbs
/ ... 05/1612018'
I
64"9 T10",9 14'4"7 19'10" 22'6"4 268" i 31'9"7 133'3�7 39'8" i
t 6'49 +1'6" 55"15 + 5'5"9 r 2'8"4 F 4'1"12 1 5'1"7 t 16" 6'4"9
i
F-6X12
I
G1112X4
I OWE
12 H 44X4
6 a
m (a) a3X6
I
o
g3X6 D ta1 0
g3X4C %3X4
I
ta) sH071
P-1oxio N (a)
N -4X6(A ) B Ka4L6(A2)
137
U T S R Q O M
1112X4 =4X6 =3X4 =6X8 N2X4 m2X4 =4X10
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 6'2"13 5'9"3 2'0"1 5'9"1 2'10" 4' 6'5"15 fi'6"1 1'
6'2"13 12 14'0"1 - 19'10" 22'8" 26'8" 33'1"15 39'8"
Loadi 4'
I Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL'
20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw I Rh / RL / W
TCDL:
7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 / - 1445 / 8.0
BCLL: ,
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 ! - /- / 8.0
BCDL:
10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS
Des Ld':
EXP: C HORZ 0.240 M - - B Min Br Width Re = 1.8
37.00 �L) 9 q
NCBC
Mean Height: 15.00 ft
10.00 Code / Misc Criteria Creep Factor: 2.0 K Min Big Width Req = 1.8
Soffit:
TCDL: 4.2 psf Bearings B & K are a rigid surface.
2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.613
BCDL: 5.0 psf
Load
ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate.
Spacin
: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.980
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ItFT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568
B - C 1489 -2859 H -1 1743 -3379
Lumb
C - D 1225 - 2257 I - J 1722 - 3418
Top ch
rd 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841
Bot ch
d 2x4 SP #1 E-F 1112-1740 K-L 27 0
Webs
4SPi#3
F - G 1509 - 2514
Bracing
(a) Co
inuous lateral restraint equally spacer! on Maximum Bot Chord Forces Per Ply (Ibs)
memb
. Or 1x4 7" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp.
Same & SRB or better,
we m
attach
tuber. species grade
with 8d Box or Gun (0.113"1Q.5",min.)nails B - U 2497 -1190 R - Q 20 -9
@ 6" o
. Asa ' U - T 2494 -1190 P - N 2985 -1303
tre T S 2494 O M 36
Wind
- -1190 - -15
I OF -IV
' S - R 1920 - 8� M - K 2477 -1179
.
MembET
y
design based on both MWFRS and C&C.0. W
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
4k
41 U-C 276 -5 P-G 195 -122
C S 416 608 P H 601
- - - -1075
STATE��, ) S - E 463 -160 H - N 807 1357
1
x� e E- R 494 -720 N- O 114 -4
F - R 42 - 515 N - M 2557 -1218
�� F-P 2273-1098 N-J 527 '162
1879 - 7 M- J 390 685
P- Q
j
40 015A 38 FF 55 81 S08137F48 00 99 ZE 95 FB
*,U item h3 bemala .Sgarad fad by :o3gmd Marotta,
P£ (€I.. L#c.�T#.EH2(u'rrt'�� �89:@:lts6•it a er�n6a Sit$--i
� iacitaasts�r.
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tad er�sYsscaici>idm."ttara �rmx�nt. ., ad ss'e�aza5 ssala
I �c t$4e.�%"z �rt�aenttea9tw�rraie rtm<.t:&�.a�cif�aei�«a�ga�ecbar,�. .
sins,
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
to these functions. Installers temporaryy
Comp0
bracing
enF Safety Information, by TPI and'SBCA) for safety practices prior performing shall provide
er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
B7
attache
as appli
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, or B10,
ble. Apply plates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. tefer to
drawin
160A-Z for standard plate positions.
Alpine,
truss in
division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ANSI PI 1, for handlia installation bracing trusses.A this drawing
listing
onformance with or shipping, and of seal on or cover page_
is drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
nee
and us
of this d'awing for any structure is the responsibility Building Designer per ANS1rrPl 1 Sec.2.
For more
formation see this'ob's general notes page and these web sites: ALPINE: www.al 'nedwzom; TPI: www. inst.o ; SBCA' www.sbdndu .com: ICC: www.iocsafe.orq
T
r
Job Number: 36CS00033 Ply: 1 SEQN: 668617 ! T9 / HIPS
4EBB 1828-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 1 FROM: AH DRW.
Truss Label: A2 Wgt: 246.4 Ibs .. / ... 05116%2018
6'4"9 r 6'4"9 rT11'60""� 41'25'45 I 61791'"8°F 26T39 I 431S"91"75 313'6332""'
19 7"9 ;
6W.
=5XS_=5X6
F G
M2M =3X4 =3X6 =3X4=3X8 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ_
39'8"
6'2°13 5'1013 1'11" 5' 1'6" 5'1"12 1'11" 5'10"3 6'2"13 1�
6'2"13 120"15 14' 19' 20'6 4 25'8" 2T7" 33'5"3 39'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI 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 Pt NA Ce: NA VERT(LL): 0.156 Q 999 240 B 1561 / 710 / 964 / - / 428 / 8l0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 / 710 1964 ! - /- / &0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.126 M - - B Min Big Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 K Min Brg Width Req = 1.8
TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface.
Soffit: 2.00 BCDL:5.0 sf
P TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: D to h!2
Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.665
Loc. from endwall: not in 4.50 it 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 Tehs. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1145 -1814
Lumber B - C 1500 -2823 H - 1 1351 -2345
C - D 1333 -2385 I - J 1333 -2384
Top chord 2x4 SP #1 D - E 1352 -2346 J - K 1501 -2823
Bot chord 2x4 SP #1
Webs 2x4 SP #3 E - F 1149 -1820 K - L 27 0
F-G 1101 -1552
Bracing
(a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp.
web member. Same species & SRB grade or better, 11,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
B - T 2458 -1192 P - O 2058 - 950
6" oc.ae T - S 2455 -1192 O - N 2658 -950
INK
�° e S- R 2059 -921 N- M 2456 -1203
Wind
e R - Q 2059 - 921 M - K 2458 -1203
Q - P 1547 - 589
Member design based on both MWFRS and C&C.
;. Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
T-C 216 -6 P-G 541 -377
STATE C - S 307 -438 P - H 472 -694
S-E 427 -153 H-N 426 -151
" E - Q 474 - 697 N - J 3W - 440
�v F - Q 537 -311 J - M 216 -9
F - P 317 -297
40 015A38 FF 50 83.130 B57F48 00 99 2E 85 FB
V* itaM'fi"bmmtf mkztx } cd aid= al a by rda_xcl Marthi w,
{z�..us.as�z}����a��t�aa«atnwas�sssrt�a
ars�a�
anfi sn!'-,ca9i an kizaaeWif�fr'^rawfd"tMe';k
caaplw...
li
'"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
f Safety Information, bly TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
r BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
ggid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610,
Ne. APPiv Plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
a division of
any
failure to build the
g or cover page
m. The suitability
v.com:ICQ www.iccsafe.orq
Job Nu
"ber: 36CS00033
Ply: 1
SEQN: 668618 / T1 / COMN
4EBB 1
' 28-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Qty: 1
FROM: AH
DRW:
Truss
bel: A1B
Wgt:224.0Ibs
/ ... 05/16/2018
i
6'4"8 T10°,9 14'4"7 19'10" i 253"9 i 31'9"7 _ i 33'3 39'8"
r 6'4"8 �1-6" 6'5"14 + 5'5"9 5-5°9 r 6'5"14 1'6" 6'4 8
i
� F-5X6
04X4E G
12
6
(a) 1�3X6
g3X6 D H
C (a) (a)
(a) (a)
�= J WX6Al3X6(At) B K ( )
A ,
R Q S p O N M L
102X4 =3X6 =3X8 m3X6 Il2X4
SEAT PLATE REQ. SEAT PLATE REQ.
t-- 13'4" }— 5'8" 20'8" J
6'2"12 5'9"4 2'0"1 5'9"1 5'9°1 5'9"4 6'2"12 1�
6'2"12 t2' 14'D"1 19'10" 25'7"1 2T8" 33'5"4 39'8"
Load!
Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell L/#
Loc R / U / Rw / Rh / RL / W
B 438 / 164 / 272 / - / 445 / 8.0
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.044 L 999 240
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.135 L 999 180
S* 336 / 154 1192 ! - / - / 68.0
BCDL:
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.014 F - -
J 872 / 384 / 645 / - / - / 8.0
Des Ld
37.00
EXP: C
HORZ L 0.027 F - -
(T )
Wind reactions based on MWFRS
Code / Misc Criteria
NCBC
: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
Min Brg Width Req = 1.5
Soffit: :'
2.00
TCDL: 4.0 psf
Bldg Code: FBC 2017 RES
9
Max TC CSI: 0.548
5 Min Brg Width Req = -
S
Load 616Iration:
1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.480
J Min Brg Width Req = 1.5
Bearings B, S, & J are a rigid surface.
Spacin
: 24.0.
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Max Web CSI: 0.538
Bearings B & J require a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Lumb
Top ch
L 2x4 SP #1 B - C 170 -463 G - H 450 -706
Bot ch
d 2x4 SP #1 C - D 407 -156 H - 1 423 -745
Webs
4 SP #3 D - E 567 -150 I - J 708 -1385
Bracin
i I E- F 289 -165 J- K 27 0
(a) Cor
inuous lateral restraint equally spaced on
Maximum Bot Chord Forces Per Ply (Ibs)
memb'
web mi
attach
. Or 1x4 7" reinforcement. 80% length of
tuber. Same species & SRB grade or better, Chords Tens.Comp. Chords Tens. Comp_
with 8d Box or Gun (0.113"x2.5",min.)nails
@6"oi.ee
B - R 515 -399 O - N 565 -98
vv� 1182 -489
R-Q 510 -399 N-M
Platin
Notes Q - P 510 -399 M - L 1182 -489
All plat
P - O 788 -761 L - J 1186 -489
s are 3X4 except as noted.
No 047,162
Wind
-,
-. Maximum Web Forces Per Ply (Ibs)
Membe
design based on both MWFRS and C&C.s Webs Tens.Comp. Webs Tens. Comp_
aw
n R-C 310' -16 O-G 510 -751
STATEC - P 465 - 700 G - N 492 1182
P - E 674 -1218 N - I 441 - 654
E - O 720 -297 I - L 290 -4
F-O 56 -182
ii 4
40 015A3E FF 58 8180180 7F49 00 99 2E 85 Fff
*& Item kt hzm eter.roalsaw SIVOL, aria UAW b% MWA.4 MLtrtia"
-4. Ut.e< m2{asrBar sRk8
SAs anciraxi�ry axfa.
m-ted twiexr'" dmwma am= candidssd sw==d Ied
a d s!as :za rttaeniraiassz sz 4¢en4 e:8 sprit" d cxa ps3cctmr
'*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusse
require extreme care in fabricatingg handlingq shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
these functions. Installers temporary
Comp0
bracing
en[ Safety Information, by TPI and'SBCA) for safety practices pnor to performing shall provide
er BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache
rip!d ceillnp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
to face truss and on the Join Details, noted otherwise. (tefer to
as appl
drawin
e. Apply plates each of and position as shown above unless
160A-Z for standard plate positions.
Alpine,
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
1, for handling installation bracing trusses.A seal on this drawing or cover `
I..in
listing
nformance with ANSI> fPI or shipping, and of page_ .
is drawing,indicates of engineering responsibility solely for tye design shown. The suitability
and u
acceptance professional
of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more
formation see ihis'ob's qeneral notes a and these web sites: ALPINE: www.ai inenw.com: TPI: www. inst.o : SBCA' www.sbcindu .coin ICC: www.icesafe.o
I Truss LabelCA3 D" [DR Horton MEBB 1828-Cali "D" I Qty: 1 2.0 Ibs FROM: AH 619 / T8 /HIPS DRW.
. / ... 05/16/2018
4"938
6'4"9 +1'8^�+ 47°8 r 5'8e" + 4T8 � 4'5"15 �31'6"� 141
SEAT PLATE REQ
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
s6X6
11120 =3X4 =-3X6 m3X4 m3X4 °°3X4 m3X6 m X4 6X4
SEAT PLATE REQ.
39'8"
6713 5'10"3 1111" 2'10" 2'10" 3' 5'10°3 6'2"13 1,
6'2"13 12'1" 14' 3 19'10° 22'8" 25'8" 1 11 33'5"3 39'8"
f V -I f 27.,�i
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.153 R 999 240
VERT(TL): 0.419 R 999 180
HORZ(LL): 0.067 M - -
HORZ(TL): 0.125 M - -
Creep Factor: 2.0
Max TC CSI: 0.380
Max BC CSI: 0.453
Max Web CSI: 0.690
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1561 / 712 / 965 ! - / 387 / &0
K 1561 /712 /965 /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
K Min Brg Width Req = 1.8
Bearings B & K are a rigid surface.
Bearings B & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B
27 0
G- H
1268 -1952
B - C
1550 -2829
H - I
1397 -2335
C - D
1378 -2374
i - J
1378 -2374
D - E
1397 - 2335
J - K
1550 - 2829
E- F
1268 -1952
K- L
27 0
F - G
1192 -1700
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
4
B- U
2465 -1238
Q- P
1690 -751
. °
' '•
U - T
T - S
2462 -1239
2043 - 970
P - O
O - N
2043 -1000
20,43 -1000
'
S - R
2043 - 970
N - M
2462 -1267
No 047182
R - Q
1690 - 725
M - K
2465 -1267
41
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens: Camp.
OF�}4
U - C
228 -6
Q - G
238 -200
STATE
C-T
323 -464
G-P
536 -324
T-E
392 -161
P-H
412 -585
ax�a
E-R
412 -585
H-N
392 -161
t
1t;&igx.A
F-R
F - Q
536 -324
238 -200
N-J
J - M
324 -464
228 -8
40 01 5A39 FF 5B 8180 BB 7€48 00 99 2E85 F8
Ai�hsltet>shuteen clettx /s Atvei aW waled=+5P VanW Wald 4
�E�FL..ttc.�y3&31 ant'Ra cas'cshmvntu6avmu.Cnga Si4�Z
assieritika'a4ic.
t tadccp�wd" dwsmmmt xrm not cans)drmd slle�=d mbit
and ti SSs �A,8 mt;t2&Aca de mmt Ea verdeed an myd"tmrk.
s=los.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
99uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI anrTSBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
qid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610,
ile. ADr) V plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {tefer to
a division of
"I NI 1, or Tor n
acceptance
any structure
lis drawin any failure to build the
on this drawing or cover page
ie design shown. The suitability
Job
Ply:
4EBB j'828-Ca6CD O/DR Horton /4EBB 1628-Cali "D" ICity: I 1I FROM 637 / T11 / GABL I DRW / ... 05/16/2018 I
Truss I bel: Al GE Wgt 378.0 Ibs of 2
TCLL:
TCDL:
BCLL:
BCDL:
Des Lc
Soffit:
Load.
6'47 13712 25'19"4 33'3"9
6'0"19'10 4 + 6'94
�-T6"--i
I- 82°�r�14-i
1
I
SEATPLATEREQ SEATPLATEREQ SEATPLATEREQ SEAT PLATE REQ
i 13'6" 5' i 21'
1' 8'2"11 1 P5 2 6'0"4 6'0'4 2 B'11"5 frY11 1'
F 6711 13'Y 1 "12 19'19" 2Elk 6 ' 33'55 39'6'
Criteria (psf)
Wind Criteria
Snow Criteria (P9,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL / W
g 434 / 197 / - / - ! - / 8.0
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.069 U 999 240
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): '0.207 U 999 180
BI 1509 / 725 / - / - ! - 16.0
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.031 F - -
BJ 502 / 213 / - / 0 10 / 8.0
37.00
EXP: C
HORZ(TL): 0.058 F - -
X 862 / 417 / - /- /- 18.0
Code / Misc Criteria
10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
Wind reactions based on MWFRS
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.514
B Min Brg Width Req = 1.5
ation: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.436
gl Min Brg Width Req = 1.8
BJ Min Brg Width Req = 1.5
24.0 "
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Max Web CSI: 0.792
X Min Brg Width Req = 1.5
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Bearings B, BI, BJ, & X are a rigid surface.
GCpi: 0.18
Plate Type(s):
Bearings B, BI, BJ, & X require a seat plate.
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Lumb " Maximum Top Chord Forces Per Ply (Ibs)
Top ch rd 2x4 SP #1 Chords Tens.Comp. Chords Tens. Camp.
Bot ch d 2x4 SP #1 :BC2 2x6 SP 91: A - B 27 -20 M - N 62 74
Webs 4 SP 93 :W2, W3, W7 2x4 SP 91:
B - C 170 -439 N - O 64 -75
Bracin C-D 421 -156 O-P 57 -108
(b) sca reinforcement. 80% length of web member. D - E 453 -182 P - Q 60 -115
Same ze, species & grade or better. Attach with 10d E - F 486 -208 Q - R 74 -131
Box of un (0.128"x3",min.)nails @ 6" oc. F - G 494 -215 R - S 128 -203
G - H 528 -240 S - T 224 - 544
(a) Co inuous lateral restraint equally spaced on +
memb . Or 1x4'T" reinforcement. 80/0 length of�� a�
"!- H - 1 551 - 269 T - U 301 - 653
web m ber. Same species & SRB grade or better, 1 - J 128 -152 U - V 342 699
attache' with Bd Box or Gun (0.113"x2.5",minJnails J - K 89 -137 V - W 372 -736
@ 6" o e K - L 61 -111 W - X 644 -1352
No 047102
L-M 62 -107 X-Y 27 -20
Specie. I Loads
-(Li (Tiber Dur.Fac =1.25 /Plate DucFac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs)
TC: Flom 56 plf at 1.00 to 56 plf at 40.67 Chords Tens.Comp. Chords Tens. Comp.
BC: F bm 4 pIf at -1.00 to 4 plf at 0.00*
E OF
BC: F om 20 plf at 0.00 to 20 plf at 39.67 . B -AD 338 -107 AB -AA 606 -290
BC: F bm 4 plf at 39.67 to 4 pIf at 40.67 '.� `. , AD -AC 335 -109 AA- Z 1148 -532
TC: 113 lb Conc. Load at 15.17,17.17$ AC -AB 299 -799 Z - X 1151 -530
BC: 'i32 lb Cone. Load at 15.17,17.17
Plating, Notes
All plat oted. t Maximum Web Forces Per Ply (Ibs)
} Webs Tens.Comp. Webs Tens. Comp.
are 2X4 except as nSEPAL
At Wind 40:01SA38EF5BBIBOBB7F4600992ES51FB AD-C 295 0 AB -AU
388 190
I C-AE 295 -657 AB -AU 386 ;809
Wind 1' ds and reactions based on MWFRS. V''Uhonh' bom4ka ka74%i "dd=' waindtyvv-"A Hama" AE-AF 297 -657 AU -AV 358 -769
F'tr {Fi., tic.GB7182t a€ccea:9c sharrn aGer wing aSHA 8
ac�serc°saa�:ra��c. AF-AG 314 -679 AU-AX 23 -30
Additi al Notes AG-AH 316 -680 AV-AW 353 -760
See DV GS A16015ENC101014 & GBLLETIN1014 for AH-AC 302 -672 AX-BA 24 -31
gable v ndbracing and other requirements. AI-1 692-1108 AY -AZ 340 -744
AI -AC 708 -1133 BA -BD 24 -31
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
TALLERS
Trusses ecluire extreme care n fabricating, hanndlPORTANr* FURNISH THIS �inWlshi iiNG inng, installing
ALL and bracing.NReferr to and folloCLUDING THE w he latest edition of BCSI (Building
..ompo '' Safety Information, byy TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
,racing er BCSI. Uniess noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
at,
f rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
3s appli Me. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to
Irawing 160A-Z _ply
plate positions.
4lpine, division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
russ in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
fisting t is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
ind us of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
I
I
Job Number: 36CS00033 Ply: 1 SEQN: 668637 1 T11 1 GABL
4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: Al GE I Wgt: 378.0 Ibs Page 2 of 2 / .__ 0511612018
AI -AK
45 -60
BB -BC
325
-730
1-AJ
659 -306
BD -BF
23
-30
AK -AN
45 -60
BE-S
372
-782
AL -AM
727 -359
AA -BF
446
-19
AN-AQ
45 -60
AA-BG
268
-588
AO -AP
700 -337
S -BF
416
0
AQ-AT
44 -59
BG-BH
312
-655
AR -AS
689 -320
BH- W
277
-608
AS -AT
673 - 312
W - Z
282
0
AT -AB
636 -266
Maximum Gable Forces
Per Ply (Ibs)
Gables Tens.Comp.
Gables
Tens. Comp.
E-AE
4 -3
AS-M
14
-21
F-AF
45 -57
O-AV
7
-14
G -AG
21 -13
AW-AX
33
-44
H -AH
45 -39
P -AY
50
-65
AJ- J
87 - 65
AZ -BA
10
-21
AK -AL
15 -49
Q-BB
28
-39
AM- K
28 -30
BC -BD
78
-42
AWAO
20 -8
R-BE
141
-99
AP- L
64 -68
BG- T
172
-114
AQ-AR
43 -47
BH-U
88
-119
40 015A38FF 58 81 B0'8137F48 00 99 2€ 85 FR
r^m:OL Lk.047021 On the eavz�hcwa swam u^.�ig asx;�i
t¢ntt�at£axacx�f¢.
4t�tadtcp smftf sdrri,==nt¢nutazuldmilofwdmds Izd
a.6 tic ---A.! 9atwAfi-dc avvdea.nk .
csy!ns
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Cc p.nen7 Safety Information, byy TPI ani SBCA) y sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for s�andard plate positions.
Alpine, a division of1TW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIIfPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page,
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this Swing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. j
For more information see this iob's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.or ; SBCA: www.sbcindus .com: [CC: %VW.i=afe.orq
Job Nu her: 36CS00033 Ply: 1 SEQN: 6686201 T7 / HIPS
4EBB 1 28-Cali "D" MR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss I bel: A4 Wgt: 254.8 Ibs .. / ... 05/16/2018
6'49 7'10"n9 12'4"7 15' 19'10 24'8" 273"9 i 31'97 _ 33F7 3'
6'4"9 1'6" 4'S"14 + 2'7"9+ 4'10" + 4'f0" F 2'7"9 4'S"14 1'6" 6'4"9
=3X4 =5X6
IO2X4 =3X4 =3X6=3X4 =3X8 =3X4=3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
r 39'8" _i
1'
62"13 5'10"2
1'11"} 4'10" 4'10" 1'
5'10"2 6'2"13
6'2"13 + 12'0"15
+ 19'10" 24'8° 25' "1'11 r
H1 I72
3SS"3 39'8"
Loadin
Criteria (psQ
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions Ibs
( )
TCLL: '
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL:
7.00
Speed: 160 mph
Pf, NA Ce: NA
VERT(LL): 0.158 G 999 240
B 1561 1714 / 962 1- / 346 / 8.0
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.434 G 999 180
L 1561 1714 1962 / - ! -
/ 8.0
BCDL:
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 N - -
Wind reactions based on MWFRS
Des Ld
37.00
EXP: C
L 0.125 N - -
HORZ(T)
B Min Brg Width Req = 1.8
NCBCL
: 10.00
Mean Height: 15.00 It
Code / Misc Criteria
Creep Factor. 2.0
p
L Min Brg Width Req = 1.8
Soffit:
2.00
TCDL: 42 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.387
Bearings B & L are a rigid surface.
Load D,:
1.25
BCDL: 5.0 psf
TPI Std: 2014
Max BC CSI: 0.454
Bearings B & L require a seat plate.
Spacin
ration:
j 24.0 "
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: OA67
Maximum Top Chord Forces Per
Ply (Ibs)
Loc. from endwall: not in 4.50 It
FT/RT:20(0)/l 0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver 17.02.02.1208.15
A - B 27 0 G - H
1334 -1958
B - C 1577 -2831 H - I
1388 -2093
Lumbe
C - D 1411 - 2370 I - J
1429 - 2331
Top ch
d 2x4 SP #1
D - E 1430 -2331 J - K
1411 -2370
Bot choi
ld 2x4 SP #1
E - F 1388 - 2093 K - L
1576 - 2631
Webs 2.
4 SP #3
F - G 1334 -1958 L - M
27 - 0
Wind
Membe
design based on both',1WFRS and C&C.
Maximum Sot Chord Forces Per Ply (Ibs)
•
Chords Tens.Comp. Chords
Tens. Comp.
B - V 2467 -1273 R - Q
1831 - 864
e
V - U 2465 -1273 Q - P
U - T 2.039 - 996 P - O
2039 -1025
2039 -1626
4 "
T - S 2039 - 996 O - N
2465 -1302
S - R 1831 - 835 N - L
2467 -1302
.:
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp_
411,
,.
�
`� � .•
'zo F
V - C 235 -6 R - H
C - U 327 -473 Q - 1
278 -172
404 - 522
10
U - E 351 -161 H - Q
E S 404 522 1-0
546 - 372
351
- -
F-S 546 -372 O-K
-161
328 -473
1K N
235 - 8
G- R 247 -�
40 01 SA39 IFF 50 91 BOB57F490099 2E 95'FB
auiaar�'s,�1�kers�i:zir«s� ss�t�dt� ranni.
iMOL. Lk.d47IB3<MOM daft 53UWQ abwa Wa'g.a5itA,i
axatAmntLcsttca "At.
xsaawdziTiu.1d sdsx_r stmanot ONALkad14 ,mzdsaalad
and 4a ficd on amedoamnk
I
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses eccl1uire extreme care in fabricating, handlingp shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Compo ni Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSL Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610,
as appii 15 Apply, places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawing 160A-Z for standard plate positions.
Alpine, division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 1
truss in nfonnance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing t is drawingg indicates acceptance of rot'essional engineering responsibility solely for the design shown. The suitability I
and us of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Far more i'formation see this iob's general notes oaae and these web sites: ALPINE: www.aboinedw.com: TPI: www.toinstom: SBCA• www.sbcindustrv.com: IM. www.iccsafe.ara
T
Job Number. 36CS00033 Ply: 1 SEQN: 6686211 T6 / HIPS
4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A5 Wgt: 212.8 Ibs / ... 0511612018
64"9 13' 6 r f 1I 28" +3'37 3989
-4 '60677 i
+ 64"9
M
O
iD
=4X&
SEAT PLATE REQ.
=5X8 =3X4
1112X4 =— X4=3X6 =3X8 =3X613X4 116(4
SEAT PLATE REQ.
397
1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1'1
6'2"13 13' 14 19'1D" 25'6" 33'5"3 39'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 Udefi U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA . VERT(LL): 0.172 E 999 240
B 1561 1716 1953 / - / 305
18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.471 E 999 180
H 1561 1716 / 953 / - /-
16.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.069 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.128 J - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Height: 15.00 ft
Code / Misc Criteria Creep Factor: 2.0
H Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf P
BCDL: 5.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.446
Bearings B & H are a rigid surface.
9
Load Duration: 125
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.558
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes Max Web CSI: 0.564
Maximum Top Chord Forces Per Plyl(lbs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02,1208.15
A - B 27 D E - F
1502 -2274
Lumber
B - C 1623 -2836 F - G
1425 -2325
C - D 1425 -2325 G - H
1623 -2836
Top chord 2x4 SP #1
D - E 1502 - 2274 H - I
1 27 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
l
Maximum Bot Chord Forces Per Ply (Ibs).
Wind
Chords Tens.Comp. Chords
Tens. Comp.
Member design based on both MWFRS and C&C.
B - P 2472 -1319 M - L
11.
-1008
P - O 2469 -1319 L - K
2006 -1008
O-N 20M -978 K-J
240 -VW
" Aft
N - M 2006 - 978 J - H
2472 -1348
' �
Maximum Web Forces Per Ply '
�
(Ibs)
#;
Webs Tens.Comp, Webs
P.
Tens. Comp.
p.
,�
'
P-C 244 -4 M-F
370 -243
e
C-O 377 -513 K-G
377 -513
A.
D - O 444 -170 F - K
444 -170
STAT 0
D-M 370 -243 G-J
244 -6
E - M 300 -381
40015A38FF5B81BOBBW48€30 9R2E85FB
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{f1., us.etYSwjrfnuiu�ri�o-�hsa��xa6�wmu�gasw�3
aaa�sentttxsaCtoxirMr.
MatadccpIts d!aa.rs:�at not crsW6=vds4wAm9ssmind
C-14bs '
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, b TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temposry
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insiailed per BCSI sections B3, B7 or 610,
as applicable. Appty plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handli3 shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 36CS00033 Ply: 1 SEQN: 6686221 T5 / HIPS
4E66828-Cali "D" /DR Horton /4EB8 1828-Cali "D" City: 1 FROM: AH DRW:
Truss bel: A6 Wgt:212.8Ibs .. / ... 05/1612018
f 6'4"9 + 11' + 16'10"2 + 19'10"+ 22'8"3 28'8" } 33'3"7 1 39'8"
6'4"9 47"7 5'10"2 2'11"14 2'10"3 5'11"13 47"7 6'4"9
I
DX6 1112 4 ®3FX6 =G 4 m5iX8
T 12 T
6 p
�3X4C ! �3X4
o
ED
m4X6(AA2) B J—4K6(A2)
S R Q P O N M L
1112X4 m3X4 =3X6 =3X8 m3X4 m3X6 =3X4 012X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8" I
1' 6'2"13 4'9"3 3' 2'10"2 61"9 2'B'5 3' 4'9"3 6213 1'
11' + 14' + 16'10"2+ 22'11"11 + 25'8° 28'8" 33'S"3 1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL' ! 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 1718 / 940 / - / 264 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 / 940 / - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS
EXP: C HORZ TL 0.132 L - - B Min Br Width Re 1.8
Des Ld 'I 10.00 Mean Height: 15.00 ft ( ) g q
g Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.8
NCBCL : 10.00 P
TCDL: 4.2 psf Bearings B & J are a rigid surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J require a seat plate.
Load D. ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493
Spacing 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 16B3 -2609
Lumber B - C 1644 -2814 G - H 1675 -2595
C - D 1522 -2444 H - 1 1522 - 2444
Top ch8 d 2x4 SP #1 D - E 1683 -2609 I - J 1644 -2814
Bot cho,id 2x4 SP #1 Webs 2 4 SP #3 E - F 1683 -2609 J - K 27 0
Wind Maximum Bot Chord Forces Per Ply (Ibs)
Membe design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp.
B-S 2448 -1332 O-N 2133 -1114
0 S - R 2446 -1332 N - M 2133 -1114
* vn eft R - Q 2133 -1084 M - L 2446 -1361
Q-P 2133-1084 L-J 2448 -1361
P-O 2613-1371
No 72
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S - C 199 -8 G - O 278 -332
C - R 300 - 379 O - H 645 - 398
STATE OF D-R 369 -177 H-M ass 176
D - P 656 -407 M -1 299 -379
" E - P 274 - 327 1- L 200 -10
s+ P-G Ill -108
40GISA3EFt-5B K 80E137F4900992E95-FB
I chit ItamTFaxbx�5a clztir'dpx3�aed'aa�.�aferi by 3.sasvr1 Marttnca,
n(r1, ttc.047101'snoe date sfwwa abx V.1ng a SHA�l
xdsenaasr tr�lr.
f eed Cviev rfdds dm Ax"Mot a'a6,ved dand;eabd
I and tt�s;"at;.x ae�cotiaa9a�ce m+�t �s rif°e�are atngr dmtrark
rmt:tas.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses equire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Comport of Safety Information, by TPI anc7'SBCA) toy safety practices prior to�performing these functions. Installers shall provide temporary
bracing qer BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached'riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as appli ble. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to
drawingss 160A-Z for standard plate positions_
Alpine, a' ivision of ITW BuildinggComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
truss in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e
listing t s drawing indicates acceptance of pprofessronat engineering responsibility solely for the design shown. The suitability
and se of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more in ormation see this iob's general notes page and these web sites: ALPINE: www.al ineftw.com• TPI: wane. inst.o • SBCA: www.sbdndu .coin; [CC: www.iocsafe.org
i
f
Job Number: 36CS00033 Ply. 1 SEQN: 668623 / T4 / HIPS
4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A7 Wgt: 222.6 lbs / ... 05116%2018
6'4"8 9' 14'3"11 19'10" 25'4"5 30'8" 33'3"8 39'8"
r 6'4°8 + 27"85'3"11 + 5'6"5 5'6"5 } 5'3"11 + 2'7"8+ 6'4"8 -�
T
m4X6
137
=6X6 =3X4 =5X6 =3X4 =6X6
D E F G H
7h- Nb mm
/Ai I i i
(6(A2)
T S R Q P O N M L r
112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8" i
6'2"12 8'"4 + 3 594 I` 19'10" 57" 3 227'8"� 33'5"4 39'8? 1�
2�'0"33'
1' 4'0"3 30'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 / 720 1921 / - / 223 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 / 720 / 921 / - /- 18.0
BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS
EXP: C HORZ TL 0.141 L - - B Min BigWidth Re 1.8
Des Ld: 37.00 ( )� q =
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8
NCBCLL: 10.00
TCDL: 4.2 psf Bearings B & J are a rigid surface.
Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.395
P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.506 Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.481
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply'(Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2028 -3246
Lumber B - C 1669 -2806 G - H 1873 -2959
C - D 1625 - 2567 H - 1 1625 - 2567
Top chord 2x4 SP #1 D - E 1873 -2959 I - J 1668 -2806
Bot chord 2x4 SP #1
Webs 2x4 SP #3 E - F 2028 -3246 J - K 27 0
Wind Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp.
B - T 2440 -1350 P - O 296 -1625
T - S 2438 -1350 O - N 2261 -1216
MAP" ' S-R 2261 -1186 N-M 2261 -1216
see�+)
R - Q 2261 -1186 M - L 2438 -1379
Q - P 2993 -1615 L - J 2440 -1379
No 0,471012 0 Maximum Web Forces Per Ply (Ibs)
. ' Webs Tens.Comp. Webs Tens. Comp_
e,
*WO
A&T - C 163 -12 P - G 328 -185
C - S 254 - 275 G - O 381 - 623
TAT D - S 301 -205 O - H 912 -565
D - Q 942 - 565 M -1 254 - 275
Q - E 381 -523 H - M 302 -205
A, .. E-P 328 -185 I-L 163 -14
- F-P 226 -300
40015ASS FF5881 SOBB7F4900992E85FB
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flat
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted d herwise,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 1310,
as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW BuildinAComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 1
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbdndu .com; ICC: wwmicesafe.org
Job Nu8
ber: 36CS00033
Ply: 1
SEQN: 668635 / T20 / HIPS
4EBB
28-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Qty: 1
FROM: AH
DRW.
Truss
r bet: ASG
Wgt: 235.2 Ibs
/ ...
05/1612018
I
19,10""I
1
15'4"12 1T
r10^
"112� 24"
22 814
32'8
3798"
_i
i
44
4012 -7
17T
� �
1112X4=5X8=3X6
=5X10 =6X6 1112X4
12 Ca6 8 D E F
G H i
a6 SJ
T
6 p
T
M
0
(a)
X(b)
1
I m4X12A(B3) B
K=4 L12(B3)
U S R
Q P O N
M
1114X4 =-8X10T
=5X6 =5X6
1112X4 =5X6 =5X6 =8X10
11104
SEAT PLATE REQ.
SEAT PLATE
REQ.
SEAT PLATE REQ.
r- 11'4"
28'4"
1' 6" 6'7"12
1 4'2"4
2'8" J s_ 4'1"4 4'1"4 1'8"1�
} r r +
4'2"4
6'7"12
6"
T112
11'4°
19'10" 23'11 "4 25 8 2 8
�{ 18 1
32'6°4
39'2°
9 8-
1' S'8"12
28'4"
Loadin
Criteria (psf)
Wind Criteria
TCLL: '
20.00
Wind Std: ASCE 7-10
TCDL:;]
7.00
Speed: 160mph
BCLL:
j 0.00
Enclosure: Closed
BCDL:
10.00
Risk Category: If
Des Ld,
37.00
EXP: C
Mean Height: 15.00 ft
NCBC
: 10.00
TCDL: 4.2 psf
Soffit:
1 2.00
BCDL: 5.0 psf
Load D
6 ration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacin
: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top ch' Yd 2x4 SP #1
Bot ch , d 2x6 SP #1
Webs *4 SP #3
(a) Con muous lateral restraint equally spaced on
membe. Or 1x4 "T" reinforcement. 80% length of
web m `nber. Same species & SRB grade or better,
attache with 8d Box or Gun (0.113"x2.5",min.)nails
@6"a.�
i
(b) Con inuous lateral restraint equally spaced on
membe 1. Or 2x4 "T" reinforcement. 80% length of
web mE (nber. Same species & grade or better,
attache J with 16d Box.or Gun (0.135"x3.5",min.)nails
@6"o;G
- (L tnber Dur.Fac =1.25 / Plate DULFac.=1.25)
TC: F m 56 pif at -1.00 to 56 pif at 7.00
TC: Fr! m 28 plf at 7.00 to 28 pif at 32.67
TIC Fr' m 56 pif at 32.67 to 56 pif at 40.67
BC: F in 4 plf at -1.00 to 4 pif at 0.00
BC. Fi m 20 plf at 0.00 to 20 plf at 7.03
BC: Fr m 10 pif at 7.03 to 10 pif at 32.64
BC: Ff m 20 plf at 32.64 to 20 plf at 39.67
BC: 4 m 4 pif at 39.67 to 4 plf at 40.67
TIC 0lb Cone. Load at 7.03,32.64
TC: 71 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,1, 06,20.60,22.60,24-60,26.60,28.60,30.60
BC: 13 lb Conc. Load at 7.03,32.64
BC: 7lb Conc. Load at 9.06,11.06,13.06,16.06
17.06,1 06,20.60,22.60,24.60,26.60,28.60,30.60
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf- NA Ce: NA
VERT(LL): 0-18B 1 999 240
Lu: NA Cs: NA
VERT(TL)` 0.520 1 968 180
Snow Duration: NA -
HORZ(LL): 0.034 M - -
HORZ(TL): 0.063 M -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.973
TPI Std: 2014
Max BC CSI: 0.588
Rep Factors Used: Yes
Max Web CSI: 0.990
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Negative reaction(s) of -398# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
MEM
40 01 5AEFF5381.BOBB7F4900992E85FB
37ai4ikarssir�aSzeen dree�r.. g nor: zM malml by 6Aam.d ManW44
3 £ jF6, irC. C$i$&2t629 EP'1��3$25hiSYdfl 9i956dY &`�£i�S3N$.$
&�sataedcwa�$d�efir.:uxa�rxare area dmra$sasaiad
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mar
♦ Maximum Reactions (Ibs)
Loc R If /Rw /Rh /RL /W
B 70 / 398 / 75 / - /- /8.0
T 5210 /2583 1- !- 1- /8.0
K 2102 /1040 /- /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.3
T Min Brg Width Req = 6.1
K Min Brg Width Req = 2.1
Bearings B, T, & K are a rigid surface.
Bearings B, T, & K require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
A-B
27 -20
G-H
1915 -3871
B - C
1219 -607
H -1
2079 -4207
C - D
2918 -1445
I - J
2080 -4207
D - E
2918 -1445
J - K
2000 -4032
E - F
176 -372
K - L
27 -20
F - G
176 - 372
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - U
495 -1072
Q - P
2545 -1319
U - T
488 -1045
P - O
3930 -1955
T - S
191 -96
O - N
3930 -1955
S - R
191 - 96
N - M
3568 -1740
R - Q
2645 -1319
M - K
3538 -1,733
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - U
691 -170
G - P
1610
- 780
C - T
1225 -2569
P - H
483
-719
D - T
433 - 565
H - N
367
-162
T - E
2018 -4043
I - N
364
-456
E - R
2168 - 949
N - J
817
-;434
R - G
1498 -2985
M - J
712
-177
G-Q
337 -31
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, byy TPI anr7'SBCA) far satPety practices prior to performing these functions. Installers shad provide temporarryy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. _ Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
nce with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
ing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
see this iob's aeneral notes Daae and these web sites: ALPINE: www.aloineitw.com: TPI: www.winstom: SBC& www.sbcindustrv.com: ICC: www.iccsafe.
r
Job Number: 36CS00033 Ply: 1 SEQN: 668624 / T15 / SPEC
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: D1 Wgt: 103.6 Ibs .. / ... 05/16/2018
6'4"8
6'4"8
Ura" 14'11"8
4'3"8 43"8
13H4X6
112X4 =3X4 =3X6 112X4
21
6'4"8
SEAT PLATE REQ. SEAT PLATE REQ.
21'4"
6'2"12
3'1"4 1'4"
4W4
6'2"12
1
6'2"12
+ 9'4" +10'8"
+ 15'1"4 +
21-4"
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.040 H 999 240
B 869 / 397 / 529 / - / 229 / 8i0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.109 H 999 180
F 805 1360 / 463 /- / -
/ 8!0
BCDL: 10.00
Risk Category: It
Snow Duration: NA
HORZ(LL): 0.017 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ TL 0.033 G - -
( )=
B Min B Width Re 1.5
� q =
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor. 2.0
F Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2D17 RES
Max TC CSI: 0.477
Bearings B & F are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 sf
p
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.310
Bearings B & F require a seat plate.
Spacing: 24.0 "
C&C Dist a: ft
Rep Factors Used: Yes
Max Web CSI: 0.325
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from dwa Any
Type(s):0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tehs'. Comp.
pi: 0.1l:
GCpi: 0.18
PlateFTIR
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B . 27 0 D - E
1021 -947
Lumber
B - C 1194 -1342 E - F
1255 -1349
C - D 999 -946
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP 93
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Camp_
Wind
B - J 1135 -946 H - G
1147 -9 49
n based on both MWFRS and C&C.
Member design
J - I 113-946 G - F
1147 - 950
I-H 1135 -946
y' Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp_
J-C 224 -21 H-E 515 -439
C - H 505 -428 E - G 225 -41
_ D - H 587 - 588
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1ai:
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, by TPI an r7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCS! sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�rL�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 shippinV, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown.. The suitability '
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA www.sbdndu .mm; [CC. www.locsafe.orcl
r
Job Nu ber: 36CS00033 Ply: 1 SEQN: 6686251 T2 / GABL
4EBB 1 § -Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss L el: D1GE Wgt: 134.4lbs .. / ... 05116/2018 ,
1 10'8" 21'4" _ 1
�— T8' --+ 1.4" .j
(TYP)
l a4X4
21'4"
r 1, -1
21'4"
21'4"
Loadin
' Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
TOLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
1 W
TCDL: ,,
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.001 H 999 240
P* 81 / 37 / 39 /- / 11
1256
BOLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.002 AE 999 180
Wind reactions based on MWFRS
,'
BCDL:
; 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.002 J - -
P Min Big Width Req = -
Ld:;
37.00
EXP: C
HORZ L 0.003 J - -
)t
BearingB is a rigid surface.
NCBCL
: 10.00
Mean Height: 15.00 It
Code / Misc Criteria
Creep Factor: 2.0
Soffit: -
1 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.108
Maximum Top Chord Forces Per
Ply (Ibs)
'
Load D
'ration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: D to h!2
TPI Std: 2014
Max BC CSI: 0.033
Chords Tens.Comp. Chords
Tens. Comp.
Spacin
24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.088
A - B 27 0 1-1
304
-24
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
B - C 87 -120 J - K
253
-21
GCpi: 0.18
Plate Type(s):
C - D 80 -90 K - L
202
-'23
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.16
D - E 105 -71 L - M
E - F 153 -50 M - N
F - G 202 -29 N - O
154
105
74
-43
64
-84
Lumbe'
Topch
d2x4SP#1
G-H 253 -21 O-P
81
-113
Bot cho
2x4 SP #1
H -1 303 -24 P - Q
27
0
Webs 2
4 SP #3
All plate are 2X4 except as noted.
Wind j
Membe design based on both MWFRS and C&C.
,I
Addit!o al Notes
See DNJ�GS A16015ENC101014 & GBLLETIN1014 for
gable y ' d bracing and other requirements.
STATE qr-
;:'.
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PEOL,
a an6mmnamda,
mad<Wkiaftfisdw r»aasnmt> sduasd mdz Iod
arm9 tc.mf d W awpdadmnk
mains.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AE
175 -108
X - W
192
-107
AE-AD
183 -110
W - V
191
-107
AD -AC
185 -110
V - U
189
-106
AC -AB
188 -111
U - T
187
-106
AB -AA
190 -112
T - S
185
-105
AA-Z
191 -112
S-R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C -AE
174 -103
W - J
187
- 83
D -AD
88 -65
V - K
153
-73
E -AC
101 -74
U - L
100
-73
F-AB
100 -73
T-M
101
-74
G -AA
153 -73
S - N
88
65
H - Z
187 - 83
R - O
174
-103)
I-X
0 -162
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
l'd ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or B10,
le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
30A-Z for standard plate positions.
of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
nce with ANSI1TPI 1, or for handling, shipping, installation and bracing of trusses.A seal an this drawing or cover page
ing indicates acceptance of pro essfona7 engineering responsibility solely for the design shown. The suitability
thawing for any structure is the responsibility of the Building Designer per ANSII TPI 1 Sec.2.
Job Number: 36CS00033
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: C1
Ply: 1 SEQN: 668626 / T14 / SPEC
Qty: 1 FROM: AH DRW:
Wgt:50.4lbs .. / ...
7' 14'
7' 7'
C=5X6
N
p
V
-2X4(A1)
i i r
0511612018
I
I
IIILX4
SEAT PLATE REQ.
14'
�1 T 7
7' 14'
SEAT PLATE REQ.
Loading Criteria (pso 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 foe Udefl U#
Lee R ! U / Rw / Rh / RL i W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240
B 593 / 272 1371 / - 1158 / d.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180
D 527 / 234 / 304 ! - / - / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - -
Wind reactions based on MWFRS
I Des Ld: 37.00 EXP: C HORZ(TL): 0.011E - -
Mean Height: 15.00 ft
B Min Brg Width Req = 1.5
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0
TCDL: 4.p
D Min Brg Width Req = 1.5
psf Bldg Code: FBC 2017 RES Max TC CSI: 0683
Soffit: 2.00 5.0 .
psf
Bearings B & D are a rigid surface.BCDL:
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.422
Bearings B & D require a seat plate.
i
Rep Factors Used: Yes Max Web CSI: 0.119
Spacing: 24.0 " C&C Dist a: 3.00 itI
'
Maximum Top Chord Forces Per Ply (Ibs)
Lac. from endwall: Any FT/RT:20(0)!10(0) Mfg Specified Camber:
ChordsTens.Comp.Toor Chords Tens.Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15
A-B 27 0 C-D 809 -738
Lumber
B - C 777 -739
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Wind
B-E 598 -536 E-D 598 -536
�I
Member design based on both MWFRS and C&C.
104,
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
so
C - E 311 - 82
a
S I..
I
_
• 0,
ATE
40015A MFF5891B05137F4800992E95FB
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ZtwVa AxW-00.tu2s rAe ntxtr h. n:acd3btema 'a4 tiarir.
l#s.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of
Component Safety Information, byy TPI anc�'SBCA) tot safety practices prior to pertorming these functions. Installers shall provide
BCSI (Building j
temporar�yy
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
have a propperly
B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise.
f2efer 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
bracing this drawing
truss in conformance with ANSI�PI 1, or for handling{ shipping, installation and of trusses.A seal on or
this drawing indicates responsibility solely for the design shown.
cover page_ ,
The suitability j
listing acceptance of pro esslona engineering
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Nu'
ber: 36CS00033
Ply: 1
SEQN: 668627 / T3 ! GABL
4EBB 1828-Cali
"D" /DR Horton /4EBB 1828-Cali "D"
Qty: 1
FROM: AH
DRW:
Truss
'be]: C1GE
Wgt 78.4 lbs
/ ... 05/16/2018
7' 14'
I
f 7 + T
i
1-8" 1'4"
(TYP) G=4X4
F H
12
6 E I
`
oD J
w
_
i° C
K v
j=2X4(A1) B
L=2X4(A1)
i ya A
M
I
V U T S Q P
N
14'
I
-I
�1
I 1
14'
Loading1
Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TOLL:
20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc. IJdefi L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: :
7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240
L" 84 139 / 40 / - / 12
/ 168
BCLL:.'
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180
Wind reactions based on MWFRS
BCDL:
10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 E - -
L Min Brg Width Req = -
Des Ld
EXP: C HORZ L 0.002 E -
37.00
BearingB is rigid surface.
a
NCBC
Mean Height: 15.00 It Code
: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0
Soffit:
2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.118
Maximum Top Chord Forces Per
Ply (Ibs)
Load D
ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026
Chords Tens.Comp. Chords
Tens. Comp_
Spacin
: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061
A - B 27 0 G - H
213 -26
Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber:
B - C 14 -66 H -1
157 -48
GCpi: 0.18 Plate Type(s):
C - D 61 -28 I - J
105 -69
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15
D - E 113 -17 J - K
E - F 165 -14 K - L
87 -89
84 -106
Lumbe►
F-G 221 -17 L-M
27 0
Top ch
'rd 2x4 SP #1
Bot chc
Webs 2
rd 2x4 SP 91
c4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp_
Platin
Notes
B-V 145 -46 R-Q
164 -49
All plat'
s are 2X4 except as noted.
V - U 153 -47 Q - P
159 -50
Wind
.
U-T 158 -48 P-O
155 -51
T-S 161 -49 O-N
150 -53
Membe
design based on both MWFRS and C&C.
S - R 164 -49 N - L
144 -55
Additic
at Notes
See DV
GS A16015ENC101014 & GBLLETIN1014 for V 1 0,
Maximum Gable Forces Per Ply (Ibs)
9 able mind
a x
bracing and other requirements- (-
9 q -3
Gables Tens.Comp. Gables
Tens. Comp_
io
G-V 122 -56 Q-H
205 -83
1
D-U 115 -75 P - I
159 -72
414
rz
E-T 159 -72 O-J
115 -75
0 F
F - S 205 - 83 N - K
G - R 13 - 89
122 - 56
Ili# OF
40 01 SA38 FF 58 8180813 7F49 00 99 2E 95 FS
0,1;.item haahreen =aled by Nisi KAmhew,,
iL, M.047.E521 an the eassAmern ai¢.vra WiigaSK4 8
I a�a�ent4aari¢rctts9a,
ftu ad ccpkiddh dcx-. zxrtarrsa eras emmiis�=dmlad
az.o[fsS:.:W.m2. ¢nCea4 er„ am tt a rdf d-eac `ycledvan:
avia3_
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses',
eqquire extreme care in fabricating9 handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
fo'r these functions. Installers temporarryy
Compo
bracing
n[ Safety Information, byy TPI and'SBCA) safety practices prior to performing shall provide
er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefiy
B3, B7 f310,
attache
rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections or
ble. Apply to face truss the Joint -Details, otherwise. Nefer to
as appli
drawing
plates each of and position as shown above and on unless noted
160A-Z for standard plate positions.
Alpine,
division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in
listing t
nformance with ANSIlfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _
is drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
this drawing for is the the Building Designer ANSI/TPI 1 Sec.2.
and us
For more i
of any structure responsibility of per
ormafion see this job's general notes page and these web sites: ALPINE: www.al ineRw.com; TPI: www. inst.o • SBCA: www.sbcindu .com;
IM www.icesafe.o
I
Job Number: 36CS00033 Ply: 1 SEQN: 668628 / T22 / HIP_
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW:
Truss Label: M3 Wgt: 11.2 Ibs / ... 05/16/'2018
1
12
6
C
TT
2X4(A1) B d t"
SEAT PLATE REQ.
21
2'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL I W
B 87 169 1144 ! - 164 / 8:0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 32 / 5 129 / - / - / 1 L5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D -
C 13 128 / 12 1- I - / 1:5
Des Ld: 37.00
EXP: C
HORZ 0.000 D - -
( )TL�
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 00
Mean Height: 16.00 ft
CreepFactor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
2.
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.094
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.023
C Min Brg Width Req = -
Bearing B a rigid surface.
Spacing: 24.0 "
P 9=
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
r
Loc. from endwall: not in 9.00 it
FTIRT: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: 17.02.02.1208.15
Ch d T C Ch d T C
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
4001SAW FF558 B0807F4900992E85FO
Sfsis 39sm'l�az cfti�Mtta .ors ccA MO=xloo ht wo;ad Wrc 3e
(FL. UCAAl3"Sit3 crrt'Via r:�hss�e� as sr�n�..a 533fa�$
we I=tdcaa sxz1tt
ra$nEc Crr�ikxs >ii SdiY.�ce aa'st ¢1blaxw&reS anzi a' Ive
aaad 3I^,c�risi=tart�s�aa��9ae�s�t�a a�stfir�:i-s�ectmr�ic
tl�s.
or s ens. omp. or s ens. amp.
A-B 13 0 B-C 16 -38
I
i
Maximum Bot Chord Forces Per Ply (I,bs)
Chords Tens.Comp.
B-D 0 0
I
I
I I
�i
—WARNING * READ AND FOLLOW ALL NOTES ON THIS DRAWING! I i
" IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 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 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildln Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI> tPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawing indicates acceptance of proiessrona 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 ANSIITPI 1 Sec.2.
Job Nu ber: 36CS00033
4EBB 1 28-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss ' bel: EJ7
TCLL:
TCDL:
BCLL:
BCDL:
Des Lc
Soffit:
Load
Top c
Bot ct
Wind
Tt
SEAT PLATE REQ.
Ply: 1
Qty: 14
Wqt: 23.8 Ibs
SEQN: 668629 / T19 / EJAC
FROM:AH DRW:
C
05/1612018
7' J
7'
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
B 336 / 117 / 259 / - / 173 / 8.0
7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): NA
0.00
Enclosure: Closed
Lu: NA Cs' NA
VERT(TL): NA
D 127 / 20 / 101 / - / - 11.5
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.014 D -
C 171 / 133 191 / - / - / 1.5
37.00
EXP: C
HORZ(TL): 0.025 D -
Wind reactions based on MWFRS
Code / Misc Criteria
: 10.00
Mean Height: 15.00 It
Creep Factor. 2.0
B Min Big Width Req = 1.5
2.00
TCDL: 4.2 psf
BCDL: 5.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.496
D Min Brg Width Re -
ation: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.368
C Min Brg Width Req = -
Bearing B a rigid surface.
24.0 "
C&C Dist a: 3.00 it
Re Factors Used: Yes
P
Max Web CSI: 0.000
r
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 It
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0. IS
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
1
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens Com Chords Tens Corn
2x4 SP #1
2x4 SP #1
based on both MWFRS and C&C.
NO 047i,82
IS
STAT OF
40015 3EFF5B$4BDBB7F4Bt1099 85FB
UU hm h=bem alestam "H Avtdwd r 104by P3arc€�oa
iEOL. t¢c.&3Z.Yst(oc, G'ire, 1'e stuseva aasa�ra ar ng a5a§ x
;.iaaa�taca.,
t.d dims .4dt�,_ d�aza nutcasnidcrad sgpa ,,V*diam[ad
; @APa; 3 aaat3raa rcda Ma kbewifkr immVilvdMni:
cx�as:
P• P•
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
—IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, I yTPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary
- BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
vision of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _
drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
A this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00033
Ply: 1
SEQN: 668630 / T16 / JACK
4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D"
Qty: 4
FROM: AH
DRW:
Truss Label: BJ5
Wgt: 16.8 Ibs
/ ... 05/16/2018
C
12
6
M i
O tp
(V C7
M
=2X4(A1) B
1
APE I
D
SEAT PLATE REQ.
I
5' 1,
5' 1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def11CSI 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
B 263 / 96 1208 / - / 129 ! 18:0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 90 / 13 170 (- ! - / i1:5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.007 D - -
C 119 193 / 62 / - / - / 1:5
Des Ld: 37.00
EXP: C
HORZ(fL): 0.008 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Creep Factor. 2.0
P
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
Soffit: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.309
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.182
Bearing B a rigid surface.
Spacing: 24.0 "
P 9�
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
r
Bearing B requires a seat plate. i
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Teris. Comp.
Lumber
A-B 27 0 B-C 53 -120
Top chord 2x4 SP #1 1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp.
Member design based on both MWFRS and C&C. B - D 0 0 1
..,
i
041
v
No 04111V2
STAT 10
SUM
#
40015A 3&FF 5B B31 Btl BB IF48 00 39.2E85 FB
gi»is Irami� �ktt�oaasa�jad5 rled€ty rRasxaz3 fAarthsea, ,
il".t4iCKift�'44C
udcopkidthk d%A�not ds ,=d, Ind
aisz;Ysi: ax�tsenttasr�9e c9usrba�3.cueaadcctma�:
I
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byV TPI anc7'SBCA) for safety practices pnorto performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachecJ rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ 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 i
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
this drawing
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page
listing this drawingg indicates acceptance of professions engmeen responsibility solely for the design shown. The suitability
this drawing for structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
and use of any
Far more information see this'oYs general notes page and these web sites: ALPINE: www.al inedw.com`TPI: www. inst.o ; SBCA www.sbcindustry.com ]CC: www.iccsafe.or
Job Nui
iber; 36CS00033
Ply: 1
SEQN: 668631 / T17 / JACK
4EBB 1
28-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Qty: 4
FROM: AH
DRW:
Truss L
Ibel: BJ3
Wgt:12.6Ibs
.. / ... 05/16/2018
i
C
12
6
M
O �
2X4(A1) B M
(V
T
A
D
SEAT PLATE REQ.
3'
3'
Loadin
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL:
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL / W
B 193 176 / 162 / - / 86 / 8.0
TCDL:
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL:
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 51 16 / 41 / - /- / 1.5
BCDL:
10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 D
C 64 / 51 / 30 / - /- / 1.5
Des Ld:
' 37.00
':
EXP: C
Mean Height: 15.00 it
HORZ L 0.003 D - -
(T )�
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
NCBCL
10.00
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor2.0 .
D Min Brg Width Req = -
Soffit:
2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
C Min Brg Width Req = -
Load D
tion: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.072
Bearing B is a rigid surface.
Spacingi
24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Rep
Max Web CSI: 0.000
B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Lumber',
A-B 27 0 B-C 29 -105
Top cho
2x4 SP #1
Bot cho
2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp.
Member
design based on both MWFRS and C&C. B - D 0 0
r11-
wo ,.
ZIr
STATEur
40
40015A38EF5881BOBB7F 48 00992EE5F5
T3tl ltairie $t?3 EL18 C.12Zr 1 flti' idh9IVdb''j MIUA Wn z
"SN'u�. atszlant�edatasrnwaacmesu gasxA:
enric�.t€esarx:da.
Pmudccpraftfisdtxu=A=cat cmei&mdst�wkdsealed
w4d ttsc..WAA Acntratirn vndemL�t tAvwifo-d mssyd¢-tmr&
raOas.
'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses
Compon�i
bracing per
"qquire extreme care in fabricating, handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
7 Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
attached
as appii
'ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 83, B7 or 610,
'ble. Apply to each face. of truss and as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawings
plates position
160A-Z for standard plate positions.
'I
Alpine, a
ivision of ITW Buildincqi.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the f
installation bracing this drawing
truss in
listing th
nformance with ANSUtPI 1, or for handling shipping, and of trusses.A seal on or cover page, ,
s drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability
and use
�Iof this drawing for any structure is the responsibility of the auilding Designer per ANSIITPI 1 Sec.2.
For more in
Oration see this iob's eneral notes page and these web sties: ALPINE: www.al inedw.com: TPI: www. inst.o : SBCP: www.sbcindu .com; [CC: www.iomafe.e
0
Job Number:
4EBB 1828-Ca6CD O/DR Horton /4EBB 1828-Cali "D" I �L 112 Ibs / 05/16/2018 FROM: AH 632 / T18 / JACK I DRW:I Truss Label: BJ1
4"3
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00 D
Des d::
Mean Height: 15.00 ft
.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
0
12
6 C
2X4(A1) B
SEAT PLATE REQ.
M
o to
C'7
1
1'
Snow Criteria (Pg,Pf in PSF)
Def11CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 150 177 / 145 / - / 42
/ 8.0
Lu: NA Cs: NA
VERT(TL): NA`
D 11 110 118 /- /-
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -14 / 28 / 25 / - / -
/ 1.5
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.015
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Ch d T C Ch d
T C
40015At38FF 5B BI SDBB 7F48 00 99 ZE S5 FB3
3i9r itemrias&!cen ekedrunfea�ys�fadaxa9 sealed hat rdLyswr9 rafartt:a�w;
r�£(Ft..tit.�t3.t92t aksthedaSasAflr�rtaLae^.t<igasNtvi
atrdiian�attcas�x9e.
Px`�tndc x�rChss dottr,�.r�stm mot wAsi ed s%n4dmds lad
a»d tfisn 3anGaca:e mu.[ @a�uifiad� aapdcctmrsk
ra�Ias:
or s ens, omp. or s ens. omp.
A-B 27 0 B-C 28 -19
i
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachuripid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ 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. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TP11 Sec.2.
Pn — int fl— _— thie dnh'e nan 1 mt— nano and these weh cites At PIMP w alnineitw mm: TPI- www.minst.cm: SBCA: wwwsbdndustN.mm: ICC: www.1ccsafe.om
Job Nuober. 36CS00033
4EBB 28-Cali "D" /DR Horton MEBB 1828-Cali "D"
Truss Label: CJ7
6'3"
6'3"
SEAT PLATE REQ.
Ply: 1
Qty: 2
Wgt: 42.0 Ibs
SEQN: 668634 / T21 / HIP_
FROM: AH
911011
3'7"
DRW:
05/1612018
6'1"4 T 3'2" i6"11
6'1"4 9'3"4 9'101
Loadin Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 l - / - ! - / 10.6
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - 10 / 0 / 1.5
BCDL:10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- /1.5
EXP: C HORZ L 0.008 F - - Wind reactions based on MWFRS
NCB
Des C 37.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep )
Factor. 2.0 B Min Brg Width Req = 1.5
L: 10.00 P
TCDL: 42 psf E Min Brg Width Req =
Soffit: 'I 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.241
P D Min Brg Width Req =
Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326
S acin 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B a rigid surface.
�
P Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber:
GCpi: 0.18 Plate Types): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
Lumb11,
A-B 14 -11 C-D 55 -72
Top ch 2x4 SP #1 B - C 330 -650
Bot ch2x4 SP 91
Webs 21.4 SP #3
1 Maximum Bot Chord Forces Per Ply (Ibs)
Special, Loads Chords Tens.Comp. Chords Tens. Comp.
---(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 604 -290 F - E 0 0
TC: Frpm 0 plf at -1.41 to 55 plf at 0.00 G - F 591 -288
TC: Fr 6 2 plf at 0.00 to 2 plf at 9.84 ,
BC: F m 0 plf at -1.41 to 4 plf at 0.00 • ,.MAP
BC: F m 2 plf at 0.00 to 2 plf at 9.84 e �- Maximum Web Forces Per Ply (Ibs)
TC: J71b Conc. Load at 1.41 Webs Tens.Comp. Webs Tens. Camp.
TC: 1 8 lb Conc. Load at 4.24y
kk
TC: 8 lb Conc. Load at 7.07 G - C 286 -47 C - F 345 -709
BC: 33 lb Conc. Load at 1.41 No 047182
BC: 163 lb Conc. Load at 4.24
BC: 1 9 lb Conc. Load at 7.07
Ato
Wind
Wind rods and reactions based on MWFRS. �rft
µ•
SERIAL.
40 01 SA38 FF 58 81 S0 813 7F48 00 99, 2E 85 FB
rt4i ftm has Bern cleera*a yOVad znd=afad by va"tl Marihma,
FE (FL. Lir_GSJi92! an lhs8ams sfeBwn'aCm n L ing a SMA-1
aathenda.aien CCd&
71bud cvp=01`045sealed
oral itt& U.A.» authe.6mi"vade nr tb evafw Mawjd tdaW_
CE iPkL
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses iequire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Compon ,n[ Safety Information, byy TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted olherw!se,toP chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache�jigld ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 cr 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
drawing"
rawing I160A-Z for standard plate positions.
Alpine, a;tlivision of VX Buildi hComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in nformance with ANSIgPI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page. ,
listing t s drawing indicates acceptance of professwnag engineering responsibility solely for the design shown. The suitability
and us of this 9iawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more intf Donation see this lob's oeneral notes oaae and these web siles: ALPINE: www.alninedw.com: TPI: www.toinst.om: SBCA wwwsbdndustrv.com: ICC: www.iccsafe.om
Gable Stud Reinforcement Detail
ASCE 7-101- 160 mph Wind Speed, 15'- Mean He.ight_,-_Enclos-e_d, Exposure C, Kzt _= 1,00
Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Oro 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00
n.., tan m.r.w ldtr,+ s..00a_ 15' Momw I4MrIit. Partinlly Fnclnsed. Exoosure D. Kzt = 1.00
S
Gable Vertical
Spacing Species Grade
2x4 BraceF318-
(1) lx4 'L' Brace w
(1) 2x4 'L' Brace %l
(2) 2x4 'L' Brace w
(1) 2x6 'L' Brace w
(2) 2x6 'L' Brace w
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
6' 7'
6' 10'
7' 9'
B' t'
9' 3'
9' 7'
12, 2'
12' 8'
14' 0'
14' 0'
US
P F
#3
5' 9'
6' 2'
7' 8'
7' 11'
9'1'9'
6'
12' 0'12'
6'
14' 0'
14' 0'
5' 9'
6' 1'
7' 8'
7' It'
9'1'9'6'12'
0'
12' 6'
14' 0'
14' 0'
OHFStud
1
Standard
4' 11'
5' 3'
6' 7'
7' V
8' it,
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11' 1
7' 10'
8' 2' 1
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
-�
S P
#2
3' to,
6' 7'
6' 10' 1
7' 9'
e' 1'
9' 3'
9' 7' 1
12' 2'
12' 8'
14' 0'
14' 0'
14-
(U
I
D fc L
#3
3' 9'
5' 3'
5' 7'
6' it'
7' 5'
9' 2'
9' 7'
to, 11'
11' 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7' 1
6' 11'
7' 5'
9' 2'
9' 7'
to, Ill
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' it,
9' 8'
10' 4'
13' V
14' 0'
%
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
11' 0'
13, 11'
14' 0'
14' 0'
14' 0'
_
S P F
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
10, 10•
13' 9'
14' 0'
14' 0'
14' 0'
U
Stud
4' 2'
7' V
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13, 9'.
14' 0'
14' 0'
14' 0'
i
O
H F
Standard
4' 2'
6' V
6' 5'
8' 1'
B' B'
10, 5'
10' 10,
12, 8'
13' 7'
14' 0'
14' 0'
"1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
11' 0'
13' It'
14' 0'
14' 0'
14' 0'
D F L
# 3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, it,
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
t0' 2'
to, 10,
it, 10'
12' 7'
14' 0'
14' 0'
0
#1 / #2
4' 10'
B' 3'
8' 7'
9' 9'
t0' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
#3
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
Ill 6'
12, 0'
14' 0'
14' 0'
14' 0'
14, 0'
LJ
Stud
4' 7'
8' -2'
8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
O
H F
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
#1.
5' 1'
8' 5'
8' B.
9' 11'
10, 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
11' 7'
12, i'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
140'
7-
011 01y
D F L
Stud
4' 9'
7' 4'
7' 10,
9' 8'
10, 1'
It, 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' II'
8' 8'
9' 3'
11' 6'
12' 0'
13' 7'
14' 0'
14' 0'
14' 0-
ble Truss
Diagonal brace option!
T
vertical length may be
doubled when diagonal
Is,
X
brace Is used. Connect
L
diagonal brace for 60011
of each end. Max web
Brace
total length Is 14'.
31E 31E
2x6 DF-L #2 or
better diagonal
T
TII
Vertical length shown
braces single
8'
In table above.
I
or double cut
L
1
45'
(as shown) at
upper end.
Connect diagona-1 at
midpoint of vertical wet
t�o LS-
AN RW COMPANY
13389 Lakefront Drive
Earth City, MO 63045
L11y , Refer to chart above I
wwVARNpICAe READ AMD Fn.LOV ALL hilfES-OI TMIS DRAVIMt3
wwDNQl7ANTww FL#itUSH THIS DRAVMG TD ALL COtliRACTORS DIMUDIM THE BATALLERS.
Trusses require extreme care In fabricating, handing, •shtpVng, installing and brecng. Welt to and
plow the latest edition of SCSI (Bu4dino Component Safety Information, by TPI and SBCA) fwksAfety
'actwAs prior to perfarhng these functions. InstuUers shall provide temporary bran' per SL
less noted otherwise, top chord shalt have property attached structural sheathl.0 and bo drord
.it have a properly attached rigid telling. Locations shown For perronent lateral restraint of webs
!all have bracing Installed per =1 sections B3, 87 or B10, as applicable. Apply plates to each Pace
' truss and W1wtion as shown above and on the Joint Details, unless twtetl otherwise.
!fer to drnwvps 16DA-Z for standard plate posltl n
Alpine, a division of ITV Buad,7 Components Group Inc shall not be responsible for ony deviation from
is drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping.
MaMtbm 6 bracing of trusses.
A seat on this draWp or cover poet Ustteg this drawe,g, bMkates acceptance of profeSSIN l
Gineerkp responsOtRl4tyy solely for the design shown The stdtalxUty and use of this Wowing
r any structure Is dw responsibility of the BuRdkV Deslpxr per AMSLIPI 1 Set2
For more Information see this Job's general notes page and these web sitev
ALPME, wewalpheltw.coni TPI- www.tpinstargl SBCA, www.sbcindo try.orgl Mc. www)ccsafe.org
w
® ��� `mo
Bracing roup Species and Grades -
Group AI
S ruce-Pine-Fir Hem -Fir
#I / #8 Stnndnrd #2 Stud
#3 Stud #3 Standard
➢ou las Flr-Larch Southern Pinewww
#3 03
Stud Stud
Standard Standard
Group Bi
Hen -Fir
#1 & Btr
#1
Do u las Flr-Larch Southern Plnewww
#1 #1
#2 #2
1x4 Braces shall be SRB (Stress -Rated Board).
wwFor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these nrftdM
Gable Truss Detail Notes,
Vind Load deflection criterion Is L/240.
Provide uplift, connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach IV braces with 10d (0.128'x3.0' min) nails.
)il For (1) 'L' brace, space nails at 2' ox,
In IS' end zones and 4' MC. between zones.
)K)KFor (2) 'L' braces! space nails at 3' o,c.
In IS, end zones and 6' o.c between zones.
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
vertical Lennth No S Ilce
Less than 4' 0' 2x3
Greater than 4' 01, but U
less than 11' 6'
Greater than 11' 6' 4X4
+ ReFer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
TOT, LD, 60 PSF
X. SPACING 24,0'
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Gable Stud Reinf orcement Detail
ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nrr i;>d rani, Wind Szr ad. 3n' Mann Hwlnht. Partially Fncin-4. Fxnna ❑. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'L' Brace 0
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace O
(1) 2x6 'L' Brace +l
(2) 2x6 'L' Brace NO
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' P.
11' 7'
12, 0'
13, 9'
14' 0'
P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
e' 8'
9' 1'
11' 3'
11' ill
13' 7'
14' 0'
US
u C
Stud
3' 6'
S' 4'
S' 8'
7' 2'
7' 7'
8' 8'
9' t'
11' 2'
11' 11'
13' 7'
14' 0'
O
fl r
Standard
3' 6'
4' 7'
4' It'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
ill
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' 11'
9131
11' 9'
12' 2'
13' IV
14' 0'
of
D F L
#2
3' W
6' 1'
6' 6'
7' 5'
7' 8'
8' 9' 1
9' 2'
11' 7'
12, 0'
13' 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10' 10-
138'
14' 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' ill
8' 9'
9' 1'
10' 1'
to, to,
13' 8'
14' 0'
dI
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' it,
9' 7'
12, 2'
13, 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14, 0'
_
_
S P F
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' 8'
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
U
u
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14' 0'
O
I� F
Standard
4' 0'
5' 8'
6' 0'
7' 6'
B' 0'
9' 11'
10' 4'
11' 10,
12, 8'
14' 0'
14' 0'
Qj
#1
4' 5'
7' 3'
7' 6'
1 8' 7-
8' ill
10, 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' V
S P
52
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
11
#3
4' V
5' ill
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
QJ
°
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12' S'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10' 2'
it, 0'
it, 9'
14' 0'
14' 0'
#1 / #2
4' 8'
1 7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
it, 6'
14' 0'
14' 0'
14' 0'
14, 0'
l5
S P F
#3J45"'
7' 7'
e' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
J
Stud7'
7'
8' 1'
9' 2'
9' 6'
10' 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
F
Standar6'
6'
6' IV
8' 8'
9' 3'
10, ill
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
S P
01
e, 0'
e' 3'
9' 5'
9' 9'
11' 2'
it, 8'
14' 0'
14' 0'
14' 0'
14' 0'
#27'
11'
8' 2'
9' 4'
9' e'
ill 1'
ill 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
#36'
10'
7' 3'
9' 1'
9' 7'
ill 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
011
D F L
Stud6'
10'
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standar6'
1'
6' 5'
8' 1'
8' 7'
10, 11'
11' 5'
12' 8'
13' 7'
14' 0'
14' 0'
Aboutj�.
able Truss
Diagonal brace option
vertical length may be T
doubled when diagonal 18' 3#
brace is used Connect L
diagonal brace for 690# T
at each end. Max web Brace
total length Is 14'. ii(ill
2x6 DF-L q2 or better diagonal 1r
Vertical length shown I braces single e'
In table above, or double cut
45' (as shown) atrl
L. 1
upper end.
ntinuaus Bearing
Connect dlagana at SI111Id...
midpoint of vertical web. Refer to chart above for max gs+AYe rgLL
7VARN1NIdrr READ AND FOLLOW ALL NOTES ON THIS DRAVWGI �ISW i
erDWORTANT4 ruRNISN THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require a theme care In Fohrkating, handling, shlpphg. Installing and bracing. Refer to and EN
,.ft.fdr the latest edtlon of SCSI (BURdng Component Safety Information, by TPI and SBCA) Par safety l
practices prior to p-loming these functions. Installers shalt provide temporary brads per SCSI.
Unless noted otherwise, top chard shall have properly att-hed structural sheathing and bottom :hard Z No
shall have a properly attached rigid celling. Locations shown for permanent lateral restraint of webs
shalt have bracng installer! per SCSI sections B3, B7 er RIO, as applicable. Apply plates to each face
Q I1 IL_J1� IT—, Re truss and drawings
16D horn above and to the Jabs Detnls, unless noted otherwise. = 7R
III�ItJr =+ ILr�— Refer to drnrinps 160A-Z for standard plots posltbns.
Alpine, n dHislon of ITV Buttdng Components Group Inc shalt not be r,.ponslbl. for any tlevlatlon fro, ATE OF
AN TTWCOMPANY this drorbhg, any failure to build the truss in cenfor .— eith ANSI/TPl 1, or for hendOnp, hip.
.Q
—
A seal ai tfirs- a or StSlp-thlfdru "vet,-i,deatesaccapta,ea-ohAs dr
mgheeAng responsShNty solely Pv the design sham. The suitability and use of this tlrprinp i
for any structure Is the respansOJUty of the ZIOI Designer per ANSVTPI I Seel
13389 Laketroat Drive y/Jb e
Earth City, MO 63045 For pore Infornaticn see this Job's SBCAjandnotes page athese web sites,
AIPWEr rrr.atpineltr.cael TPDhnor r.tpinetpj SBCN rrr.sbcindustry.orgd ICO nrleesafaarg
W
Bracing Group Species and Grades,
Group At
S ruce-Pine-Fir Hen-Flr
#1 / 02 istandard #2 Stud
#3 Stud #3 Stcndnrd
➢ou tns Flr-Larch Southern PlneWXM
#3 #3
Stud Stud
Standard Stnndnrd
Group Bi
Hen -Fir
#1 g Btr
#1
Dou las Fir -larch Southern Plnexx><
#i #1
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
rwFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades,
Gable I russ 1letail Notesi
Wind Load deflection criterion is L/240.
Provide uplift connections for 135 ptf over
continuous bearing <5 psf TC Dead Load),
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang,
Attach 'L' braces with Lod <0.128'x3.0' min) nits.
)K For (1) 'L' bracer space malls at 2' o,c,
In IS' end zones and 4' o.c, between zones.
X)KFor (2) 'L' braces, space nails at 3' o.c.
In 18' end zones and 6' o.c, between zones.
'L' bracIng must be a minimum of BOX of web
nember length.
Gable Vertical Plate Sizes
Vertical Len th No Splice
Less than 4' 0'1 2X4
Greater than 4' 0', but I 4X4
less than 12' 0'
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
TOT, LD, 60 PSF
MAX. SPACING 24,0'
'T'
Rein
r
Gable
Truss
Gable Detail
For Let-ln--Vertical-s-
If web has a scab brace, then webs
over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace Is 90% of member length.
-- __ Gable Truss -Plate Sizes -
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.
Gable vertical length ®If gable vertical plates overlap, use a
+ greater than 48' 'L' single plate that covers the total area of
or 'T' brace required the overtopped plates to span the web,
scQ6 + Exnmple= 2X4
�0 2X4 2X8
p�oR 'T' Reinforcement Attachment Detail
A., m
'T' Reinforcing 'T' Reinforcing
Member Member
f Toe -nail - Dr - End -nil
vNo 'L' or 'T' 1
brace required t.
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required End Driven Nails=
10d Common C0,148'x 3.',min) Nails at 4' o,c. plus
(4) naps In the top and bottom chords.
Toenalled Nails,
10d Common (0.148'x3',min) Toenails at 4' o.c. plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, AU015051014, A10015051014, A14015051014,
A13030051014, A12030051014, AU030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC10IM4,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED10IM4,
A11530ENC103014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIM014
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
Example!
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30 x 8' 7' = 11' 2'
'T' Relnf.
Mbr. Size
'.T'
Increase
2x4
30 Y.
2ic6
20
mVARNvaza READ AND FUMN ALL NTIM @i THIS BRAvnwi
,,,,,,, '+a,
REF LET —IN VERT
ws�TANTwe RWIISH THIS BRAwk Tu ALL cumn Ac m mmuiB'1G THE BVSTALLERS.
+
DATE 1O/Ol/14
^
Trusses require extreme care In fabricating, hondlhg shlpphp, Inst*IUN and bracing. Refer to and
foltor the latest Mdai oP B Cor�ponant U�fanwtlan, kry TPI and SBCA) for snF®ty
�'?'-•'rr
se f tt r
prnctices prior to these
-top g these funetlons. Lnstntlers shnN provYle to br�dnp par BCSL
top button
laz S
Na C-a' isZ ? e
UMass rested wi e. shall propery attached structural p nrxr
'
DRWG GBLLETIN1O14
m
property ce ng. webs
shop have n property attached rgla ceGhG Locntgns shorn for pernanmt late at restraint of cabs
a
stint hradr�a Y=stallad BCSI sections B3, 87 or as apWlcable. Apply to cad+ face
I7 I� ll�
IIIL- o lU\iji
per ptntes
Dme,etails,
of truss and as shorn above and an the loMt DetMs, wtess rroted otheMse.
truss
�-Opx STATE qgy r�ruh
�O
ppootion
Refer to eYawnps 160A-Z for standard plate positions.
':rPl,tl R�g9 `.
AN ITYV COMPANY
Alpine, a division of ITV Buldrg Components Group Inc shall not be responsible for any deviation from
thus drarinp, failure to build the truss in ANSI/TPI I, for handllnp,
"„" #''
any convormance with or shipping,
hctallatlon b bracing of trusses, usewmsuewvz
A seal an this drowft or coverp¢pe I sOV this drowInW IMcates acceptance of professional
dn++w
engr� rlg�remae�6ltLv ehkwly for the sihown The sunebrahrI i
nawsnsasre
MAX. TOT, LD. 60 PSF
DUR, FAC. ANY
133891.akelsnllkim
r w>1Partebi0h thane ftswar per a.�
a _... . .
MAX, SPACING 24,0'
F0)C8y.M0MM
For more b=formntlon see this job's ventral notes papa these web site n
-'
ALPINE! wwwatpteftcomi TPI. www.tpInst,argl SBCA awesbcYdtus cr81 SO wwwlccsefe,org
W,
'R'
0
Hip Frame, 'R'
Hip frame stops at plumb cut of
jacks to maintain pitch continuity.
x Hip frame lumber Is SPF, So, Pine, HF,
or DFL Standard, Stud grade, or better,
Hip Frame Details
See Engineer's sealed design for setback,
Lumber, plating, loading, and duration factor required,
Hip frame chords may be trimmed up to 2' to fit,
purlins must be intact and properly attached.
Hip Frame
n c cl < —#1 Hip
Pitched and Sheathed
Chord Area
-
WHip Framex
B Bottom Chord
o- Attach hip frame to flat chords of stepped hips
at all overlapping points with (2) 0.131'x3.5' nails
Bottom chord of hip frame to be attached to
#1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing,
�— 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 Hot, Partially Enclosed, Exp D, or
chords of hip frame system where indicated,
Flat top
ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or
chords of stepped hip system must be So, Pine
lumber.
ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C,
Structur nnels must be properly attached directly
Residential, Wind TC DL=4,2 psf, Kzt=1,00
To hi�t�t � fu��;tins.
�
.rVARMVam READ AHD FALLOW ALL NUTES ON THIS DRAVM
ssMPORTANTu FURNISH THIS DRAVM6 TO ALL CONTRACTORS MCLUDMO THE INSTALLERS.
Trusses require extreme care In fabricating, handling, SHPPing, Installing and brae:". Refer to and
GIN 1f, %
t Y c1 l
1 �\ cS� �``
REF
HIP FRAME
DATE
10/01/14
follor the latest etlKion of SCSI OU1.11rg Conponent Safety Infornnt=, by TPI wid SSW far safety
praetkes prior to perForNnO these functions. Installers stall provide tempoe bradn0 per SCSI.
Uniesa rated otherbdse, top chard shall Mve property otWched structural sheathing and button hard
shad have a properly nttnchatl rigid Gelling LOCatbnL cYam for pernanent lateral rectretnt of tabs,
� No 1
i
=
DRWG
HIPFR1801014
^
Q �r1�
t 1'r�J�l
shall have braWO instnlletl per HCSI sections 83, 87 or HIO, ns epplicable. Appty plates to each Foce
of truss and positlon as shown above and on the Joint Hetn0.s, urAess rated otherxlse.
= / AaiE �F
U
Refer to dra gs 160A-Z for stand rd plate Positlons.
Alp4be, a dlvtslon of [TV HuHdIng Components group ina shalt not be responsible for any deviation from
�Q
S ' !(�/ Q^
,4p1ITTNdOMPA1�Y
tNs drorNO, orry falvre to bold the truss In conForraroe rith ANSLTPI 1, or for g. shipping.
Instaftatlan 6 bracino of trusses. _ _
t//�`ti �7
'c.. %rwe lJ R
Ifa�r an iy a ru�cbrr t 11, :el Fthe de the 0M-nno DrslOns* Pery end use of th
13380 Lakefront Drive ANSVTPI 1 c=
Earth City, MO 63045 For Pwre ialt.catlon see this Job's general notes Page and these reb
ALPINE, rvnlohwtr.can, TPD nr.tpinstor0l SBCAi nacbdntlustry,orgi ICQ n
Valley Detait - ASCE 7-10: 160 -inph; 30'--Me-ah—Hei-g�—,Encl6-sed, Exp, C, Kzt=1,00 -_
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
)K)K Attach each valley to every supporting truss with(
(2) 16d box (0.135' x 3.5') nails toe-naited for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with;
properly attached, rated sheathing applied prior to valley truss
installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purtin spacing as specified on
Engineer's sealed design,
*xw Note that the purtin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
4X4
12 3X4
12 M�
Valle
Spacing
2X4
/
2X4nx.
X4
Pitched Cut
Square Cut
Stubbed Valley
Optional Hip
f--- 8-0-0 max
Bottom Chord
Bottom Chord
End Detail
Joint Detail
Valley
Valley
4,�Xr�p4�
Toe -+aped
III
III
/I\
1
I I
I r1...1,...1.,,.(Tl..til
I.
20-0-0 (++) -�
Supporting trusses at 24' o.c, maximum spacing,
_JW0RTMTe%� ■■ WA�� Mn VELUMM HE MM �.` �F1- Jv=�1 + '.,, TC LL 30 30 40PSF REF VALLEY_ DETAIL
Trusxes regtdr trans can In fabrkotkq, handUng. shlpphg, lnstelft and brodng RePwr to and r� 'd
iollcw the lateeteedttlon of SCSI GAdng Canponent Safety lnfornatbn, by TPI and SBCA) for safety : \l<id. AI,'W�C DL 20 15 7PSF DATE 10/O1/2014
practkea Prior to perforNng- functions. Installers shalt provWe terytwnry brodn0 per BCSL g DL 10 10 10 PSF DRWG VAL160101014
WI s noted otherwise, top chord shall hove properly attoelved s4ruet_aJ henthkp and button ehartl ®, re
shall have a properly attad»d rigid ceNng. Locations shown far Pernvtent !sterol restraint of ebs
�� shalt have beadl bstatted per SCSI sectlo s B3, B7 or R10, as ATImble. Apply plates to eotli face t~ LL 0 0 0 PSF
A
LI 0 rg of truss ord Postbn as for
above and an the .btnt B.tMs, utYeas noted otherwise. —
U— Refer to d' d P_ an .. for sta above
plate pastlans.
Alpha, a dvWon of 1TV Bull�tp Conponents Grouupp Inc. shalt not be nsponsibb for any deviotbn from TOT, LD. 60 55 57PSF
AN IT4VcoMPANY this drawg, any foRure to bua the truss In wiornonce with ANSI/TPI 1, or for handUng, shlppIng, ATE OF
InstaUatbn L brodng of trusses. A%
A seal on this drawkig or cover page UstYtB this drowing, kidtrnetes acceptance of professional >> r'
roSpons�flty safety far the design shown The m , a,•1 use of this dmvkig .� (,} 4 R t .�� �{� UR.FAC.1.25/1.33 1.15 1.15
1J389 Laka(ronl0rive for n'ry�s cMre Is the nsPorsbPtty of the BWr6ip eestwn per ASUTPI 1 Sec2. ' 1 j� �+
1338 CUy,tA WO'N. For hare W.—tlon see tuts job's general notes page and these web sites+ it`�, te,>,�� SPACING 24.0'
63045
ALPINF, ww•alalnelbcont TPI. www.tabtst.wnt SBCAt wwssbeindustrvornt IM www.kesof.—O /i, l.t1Ai
lum
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160' mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Note- Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, 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 Enolneer's sealed truss design drawing for planvback and base truss specifications,
Detail A i Purlin Spacing = 24' oici or less
12
ends ana ai c t max u.c. 5puonq in cite ween.
Detail B l Purlin Spacing > 24' oic,
12
Up to 12 V
Piggyback cap truss slant nailed to all top chord purtin
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0,135'x3.5').
4'
\\ I I \\ I I I I
CFull hord Fiat top chord purllns required at Purlin Sparing >
24' o.c, max
LT'olp Chord Scob (Typical Each End)
Depth both ends, purlin spacing > 24' o,c.
Notes If purllns or sheathing are not specified an the flat top of the base
truss, purllns must be Installed at 24' o.c. max, and use Detail A.
"WARNIN13" READ AND FOLLOW ALL NOTES EN TM DRAVM
-WORTANTwr FLWW THIS DRAVM TO ALL CRITRACTDRS VICLUDWG THE NSTALLER&
Trusses require extreme care In fabrlcatina, handling, shipping, Installing and brocha. Refer to and
follow the latest edition of BCSI Buldlno Component Safety Information, by TPI and SBCA) for safety
proetkes prior to perfeenIng these functions. Installers snail provido temporary bracing per BCSI. N V,f�
Unless noted otherwise, top hard shad have property attached structural sheathing and d bottom chard \�
11 'Moll have a properly attached rigid ceding. Locations shown Par permanent lateral restraint of webs
shot( have and
rs Installed per BCSabove
and an ➢h Joint or BID,Det unleappliss le.no Appoty pintos to each faco -
d IILIr�� Re truss dra pg. 16O ns shown above ana on the .M.Detnls, unless noted therNse.
Refer to drawings t60A-Z for standard plate posltbns.
At pine, a division of 1TV Mdtg Components Group Inc, shad not be responsible far any devlatlon front+ -0 p7•
AN ITWWWANY 4 drawing, any failure to bald the truss In conformance with ANSI/TPI 1, or for handling. suppIng, i 73 3N_ ©r
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails <0.135'x3.5')
and secure top chord with 2x4 03 grade scab
(1 side only at each end) attached with
2 rows of IOd box nails (0.128'0') at 4' o.c.
Attach purlin bracing to the flat top chord
using (2) 16d box nails (0.135'x3,5').
The top chord #3 grade 2x4 scab may be replaced
with either of the Followingi (1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' nails, (4)
Into cap TC & (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0.120'xl.375' nails. Note- Nulling thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of. the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3XIO Trulax plates for 2x6 and larger chord
members. Attach to each face a 8' o,c, with (4)
0.120'xl,375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' (min) APA rated sheathingg ggussets
(each face), Attach @ 8' o.c, with (8) bd common
(0,113'x2') nails per gusset, (4) In cap bottom
chord and (4) in base truss top chord, Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF #2, full chord depth scabs (each face).
Attach a 8' o.c. with (6) 10d box nalls (0,128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. front to back faces.
28PB Wave Piggyback Plate
One 28PB wave pigggyback plate to each face
@ 8' o,c, Attach 'Eeeth to pi9g back at time of
fabrication. Attach to supposing truss with
(4) 0.120'xl,375' nails per face per ply.
Piggyback plates may be staggered 4' o.c, front
to back faces.
for any struettre Is the r•esparmtbsity oe the —WV t—Oner Per ,vuvrra a sere. 4P `(�• •�,'
Earth City,
MO Drive p
Earth Ciry,M063045 For none Information sat this job's general notes page and these web sites $ �/©�j i1 \\\` SPACING 24.0'
ALPIKI nwalpineltv.conl TPI, rnatpbxtorai SBCM wrv.sbcMdustryorgl ICO wrrJccsofoarg E/, L
EF PIGGYBACK
ATE 10/01/14
RWG PB160101014
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Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces May be Increased for
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed,
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
spPecies as damaged member. Apply one scab per face.
Mfnlmum side member Length(s) = (2XI-) + (B)
Scab member length (S) must be within the broken panel.
Noll Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered.
Nall into 2x6 members using three (3) rows at 4' o.c„ rows staggered,
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is Limited to Visual grade #1 and MSR grade 1650f,
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads.
S
L L
4' O C
--� Typical ~
+ O + 0 + 0 + 0
0 + 0 + 0 + 0 +
—{ 2' [--
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailsi
0 = Front Face 2x4 Member - Double Row Staggere
2x6 Member - Triple Row Staggerec
Nail Spacing Detail
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
24e
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
1910#
1960#
2315#
2555#
Web or Chord
2x6
2230#
2365#
3125#
3575#
Web or Chord
2x4
36'
2470#
2530#
2930#
3210#
Web or Chord
2x6
1 3535#
3635#
4295#
4745#
Web or Chord
2x4
42'
2975#
3045#
3505#
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48'
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
—VARNINWs READ AND FOLLOW ALL Nans W THIS DRAVINGI
e01HPORTANTo FURNISH THIS ➢RAVING. TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requk, ■trenw c re h Pnbrkating, handAing, shlppinp, InstolUng and brnrhg Refer to oral
Fallow the latest edtlon of BCSI (Building Component Safety tnfornotkm, by TPI nntl GOCA) for safety Q
pprroctices prior to pwrforning these functions. Installers shall provkle temporary brndng per BCSI.
R."
noted otherwise, top chord shall have properly attoched structural shentndng and bottom dror
1IfII� y shall have o properly attached NpW cwUln0 Locotlons shorn for permanent lateral restraint of webs
LAY O shall hnvo brndng InitnUed par BCSI sections the
J or DBID,etails,
s unlessPiAlc-bl-.no APPIY plates to each face
Q aF truss antl position as farm standard
and to the Joint Details, unless noted othenise.
Refer to drawings 160A-Z for stondard plate pasltkms.
Alpbie, a division of ITV Building Components Group Inc. shall not be responsible for on deviation from �. 0
AN fTM/CDMPANY tNs drawhp. any falure to build the truss In conformance with ANSI/M 1, or f m hand ing, SNPWV, !:-�-J,
13389 Lake/ronl Onve If— any
Earth City, MO 63045
Tr
dwwn TM s.K.IAKY and use of tMs drawing
mama Dedgner per ANSI/TPI 1 S—P—
6 general notes page ern these web sites
mom SBCN wrw.cbclntluctrvArtll ICOwswlccsofet
Ei1J +4$'
No. es3Awa•
OF
L
Hlnimum
L Distance
B
L �z4
L
SPACING 24,0' MA
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
L-OADING-AND-ANY_ TRUSS WEB CONFIGURATION FOR _ 24' _ O.C. MAX.
STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING—AND-10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS
NnTFTI nN THTR RHFF'T
4' 0' OC MAX. LENGTH TO TRIM
TILLER
EXISTING FILLER I
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS.
- LOCATE VERTICALS AT 4'-0' Of. MAX„ OR SEE NEXT ❑PTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
x APPLY REQUIRED BRACING (SEE BELOW),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX,
- FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ❑RIGINAL.TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O,C, FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VERSION OF ANSI/TPI.
f USE THIS DETAIL FORT
CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (I04'-0')•
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION.
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT.
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLC
- MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0.113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
(0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
<6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
nvARxireln Reno AND FDLL13V ALL N13TES ON THIS DRAWM
nIIB�(TANTn FIiBIISH T18S DRAVING TO ALL CONTRACTORSINCLUD1PBi TFE INSTALLERS
LVT l���y�
♦ / e
REF BC FILLER
DATE 10/01/14
Trusses require teen. care in fabrkatlrg handling, shbohnp, W�talUnp and bracing. Refer to and
♦♦.��>�
follow the latest edition of BCSI (Butlisng Conponent Sufrty orrmtian, M TPL oM SBCA) for safety
to these functlons. Installers shall Provide tenporary bracing per BCSL
�„ $
�� "-
DRWG REPBCFIL1014
tt--��------��
practices prior perforning
UNass noted otnerelse, top chard shalt have property attached truct—I sheathing and bottan
shall have a property atty d rioId ceA4hg• Locations shown for pernanent lateral restrolnt of webs
or Bet as, le. A
stroll have bracing instaerd per sections Apply plates to each face
N
..E_
3�C
iL' rJI
a �n�
the J Unit" otherwise.
of truss and position as shorn nhovr ontl an thin JOWt Details, aNecs
above
Reto drawings 16OA-Z far standard plate positions.
LJ
AN iIWCONLPA['LV
Alpine, a division of ITV Bukdng Canponents Caoup Inc. shot( not be responsible for any deviation fro"
this drawing, any Fall— to b ltd the truss In conFornance with ANSLTPI 1, ar For handling, shipping,
Installation L bracing of trusses,
(�` A
A {� 4
A seal an this droOV or cover page Rstahe this drawing, indicates acceptance of praFessioal
drawing
-, 4,s♦ d EI4
1338g Lakefront Drive
Lakefront
re solely for` the design shown. The s,.tamlty and use of this
for 4" s� Is the respor lCy of the BuaArg Designer per ANSLLPI 1 See2
�ii� �(Sn f��y,
\r�, t`♦
Earth 063045
For none InFornation see this Job's general notes page and these web sites,
ALPINE! wwwAlotneltw.cord TPp www.tohlsta'g) SWA rww.sbcbndustry1orgl IM JcctafeArg
e
V,�t1 � tt♦♦
',.. �f ly A l� _ ,t1�_
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 times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0.128'x3.0', min)
nails at 8" o,c. plus clusters of four nails where shown In figure below <),
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections.
oWAwmaaew READ AND M.LOW ALL NDTIES DH THIS BRAWgaa d`• `\VGt' .•i1O •,, REF 2X4 SCAB O.H.
..Dff'�tTANT1v FURNI511 TMS DRAWwg TO All CUNTPACTOn INCLUDING TILE 1NSTAW3M ;` \v Cps /� . TOTAL TOP CHORD
Trusses require extreme care In FnbrkAtl,g, handlhg, shipping, InsWUng And brachg. Refer to and Sys` GG1VS/� LOAD NOT TO DATE 10/01/14
follow the latest editton of BCSI ®uRding Conponent Safety Information, by TPI and ?BC R For safety p_` �,� EXCEED 40 PS
prattlers W'Iar to performing these funetlAns. Installers shall p—, Ale tenporary &jl pAr BCSL tl'
llnl ss anted otherwise, top chard shall have properly ttached structural aheathing on bottom hard _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014
stroll have a property Attnphed Wgtl welting. Locntbns shorn for permanent lateral restraint of webs _
d �U shall have bracing Installed per Above
sections BB, J or Det as unless
Apply prates to each face
of truss and position os shorn above sections
on the Joint BIC, s, uriess te, A otherwise. _
R, 'r to drawings 16OA-Z for standard plote positions. S ATE OF
Alpine, a dvislan of ITV Buleflng Components Group Inc shAU not IN responsible for my d-I.Von from
AN MCOMPANY this drawing, any FaOure to build the truss In confornnnce with ARSI/TPI I, or for hondUrq, sFdppin9, .Q
this atbn-�-hmc ure to build --
on tWs -dm.ft or Cover Page Ws draw s oeero e e t tni p�� .o`` DUR, FAC, 1.15/1.25
engheerYg re solely for the daslgn shoes TM sultnbllty and use of this draeh9 4r
far any structure Is dro re�ons611ky of the Bu&t&fg Designer' Per ANSi/iPi I Seel.
1338 Earth City. s3045 For none InPornation see this Job's general notes page and these web sites,tt t`! SPACING 24'
ALPINE,—tolneltw.woml TAI, www.tphit.oral SBCA, seesbdnd,strya g) IM wwwlccsafe.m� Hf/.............�tU
r
OI 12 (2) 16d TOE NAILS
1 VARIES L' OPTIONAL SCISSORS BOTTOM CORD
r� (2) 16d TOE NAILS
8-0-0 MAX. SPAN
i
TYPICAL END JACK (EJ)
I
N.T.S.
V i
12 (4) 16d NAILS
i vARies � See Connection Detail
I
• \ � oanoNAL WEB coNFlcuRAnoN
I \
31X4 \\
4 (4) 16d NAILS
See Connection Detail
I, 11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
N.T.S.
i
i
TYPICAL CORNER SET INSTALLATION
i
TYPICAL L ADING (P.S.F.)
TILE: SHINGLES:
TOP LIVE LOAD:i 20 20
TOP DEAD LOAD! 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL
!INC.45 37
STRESS ;1.25 1.25
WIND DESIGN: M X. 160 MPH PER
ASCE 7-10 MAX. 24" O.C.
I
"WARNING" Read & Follow all notes on this drawing.
Furnish this drawing to all Contractors including the installers.
4
TOM
Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
tz
VARIES
B (4) 16d NAILS
Connection Detail
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
�®yy4aats�aaaF�e�
GEN
No
MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
��� LICENSE # PE 47182
STATE OF : 441
e
asp,®� SS L O P
CAI®eA9d�