HomeMy WebLinkAboutTRUSS�'V__,
SCANNED
j BY
RANEY COMPONENTS
�I aney 19900 Independence Blvd.
Groveland, FI 34736
Ili1 p1t1p011811tS� t[r one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429
'Job Information.
�itomerName;
Address:
Creekside Lot 51
Horton
8732 Cobblestone Dr
ascription:
-A6 Aria "D'
City, State, Zip:
Fort Pierce, FL
Cover Sheet
Order #
JOB # 36CS00051
Printed: Fri, May 25 2018
FOR Name and License Number.,
ReQ/Loads:
TGPve: I TC Dead: BC Live: BC Dead:
Floor Loads:
TC Live: TC Dead: BC Live: BC Dead:
20
7
0
10
0
0
0
0
Bldg. Code. Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type:
F yC 2017 RES ASCE 7-10 160 Residential - CAT II C - MWFRC & C&C w/M
i
P4'ges or sheets covered by this seal from: 1 thru 27 Total 27
I� # DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEQNO
1 Al
2
A1A
3
A2
4
A3
5 A4
6
A5
7
A6
8
A61)
9 A7
10
A7D
11
A8
12
ABD
13 D1
14
D1GB
15
E1GE
16
Mv1
17 MV2
18
EJ7D
19
EJ7
20
EPA
21 BJ5D
22
BJ5
23
BJ3D
24
BJ3
25 13J1
26
CJ7
27
CHA
`140 04V82
s
fiSTATE Or-,,
I
Digitally signed by Manuel Martinez
j DN:c=US,o=ldenTrustACES Business
n u e
j Representative, ou=M AND E ASSOCIATES
P.A., cn=Manuel Martinez,
10,9.2342.19200300,100.1.1=A0109800000
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Adobe A obat DC version:
2015.006.30418
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40 015A38 FF 56 SI BO BB 7F 49 00 99 2E 95 FB
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FILE COF T
Page 1 of I
5
Job Number: 36CS00051 Ply: 1 SEQN: 668002 / T8 ! COMN
4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 7, F,,ROM: AN DRW:
Truss Label: Al Wgt: 224.0 Itis ! ... 05/25'/2018
L 6'4"9 T10"S 14'4"8 19'4° 22 37 30'9°7 32'3."i&. 38'8"
r 6'4"9 T6"r 6'5°15 4'11"7+1'6"1 6'4"8
06(4 m4X6 =3X4 =U8 =3X4 =4X6 012X4
SEAT PLATE REQ.
1' 6'2"13 5'9"3
38 8"
2'1" 5'3" 5'2"15 '2'1"1
14'1" F 19'4" h 24'6'15 26'6"+
SEAT PLATE REQ.
5'9"4 6'2°12 1'
32'5"4 r 38'8"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L!#
Loc R ! U / Rw ! Rh / RL
! W
TCDL: 7.00 Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.176 N 999 240
I
B 1606 1692 / 936 / - / 433 18.01
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.454 N 999 180
J 1606 1692 / 936 / - / -
/ 8.0 ,
BCDL: 10.00 Risk Category: II
Snow Duration: NA
HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C
HORZ(TL): 0.132 L - -
B Min Brg Width Req = 1.9
Mean Height: 15.00 ft
NCBCLL: 10.00
Code / Misc Criteria
CreepFactor: 2.0
J Min Brg Width Req = 1.9
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
BldgCode: FBC 2017 RES
Max TIC CSI: 0-647
Bearings B & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.564
Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.574
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per
Chords Tens.Comp. Chords
Ply (Ibs
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
1089 1-1841
Lumber
B - C 1449 -2955 G - H
1210 -2320
C - D 1183 -2359 H -I
1183 -2359
Top chord 2x4 SP #1
D - E 1- 1- J
1449 295 -
Bot chord 2x4 SP #1
E - F 1089 89 -1841 841 J - K
0
2T, 0
Webs 2x4 SP #3
Bracing
Maximum Bot Chord Forces Per Ply (ibs"
(a) Continuous lateral restraint equally spaced on
Chords Tens.Comp. Chords
III
Tens. Comp.
member. Or 1x4 'T' reinforcement. 80% length of
web member. Same species & SRB or better,
B - R 2583 -1155 O - N
20081 1 -786
grade
attached with 8d Box or Gun (0.113"x2.5",min.)nails
"
R - Q 2580 -1155 N - M
2581 '-1159
@6'oc.
'' '*1#II1"*a
50
Q P 2580 -1155 M-L
P O 2008 763 L J
2581-1159
2584 1159
Loading
�sv
�s
- - -
Truss passed check for 20 psf additional bottom
a
047M.
Maximum Web Forces Per Ply (Ibs)
chord live load in areas with 42"-hi h x 24"-wide
gWebs
Tens.Comp. Webs
Tens.Comp.
clearance.
Z
R - C 278 - 5 O - G
486 - 757
Wind
C - P 419 -604 C. N
460 -164
'
Member design based on both MWFRS and C&C.+
STATEv
P - E 460 -164 N - I
E- O 486 I- L
419 -605
278 -6
e
-756
F - O 1372 -763
40 01 SAS FF 53 8180 BB 71' 48 00 99 2E 85 FB
3i7titatas �ssrstcn cteziYmssacas"�j' z�nau'.aas4 xeaicd 5Y ra1 rAarttn�z,
'PE{�L. t�.C77S'83(co7't31u� :. �1t�ev�at u�rr8e Sr4,�1
asx�mntica.�aa r.�i¢_
P.-=d cimbn rsarthk du t=mat craA rsd Apm d nd walad
and t1�F..4.Ai4 ac.?hcrti�a4b�orctda en�st trtts�x9f%�I cn=y d"tmnk
rcyias.
*'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 and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary rirreti.
bracing per BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, mm�erus ,ct
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI71 PI 1, or for handlingf shippinV, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the 8uiiding Designer per ANSIITPI 1 Sec.2.
T
Job N tuber: 36CS00051 Ply: 1 SEQN: 668004 / T28 / COMN
4EAB II a "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW.
Truss Mabel: Al Wgt: 260.4 Ibs / ... 05/25/2018
of
b
T
N
33
19'4" 24'3"9
1"5"12_ i __ }g
f 6'45 �T4-9 9'1 6'G474 3'S"12 i 11' '9"12 . r 6'610° 1'S1 8�4.6 -�
c6sx6
634 e4X6 a5x10 A2X4 1112X4 H6X10 e4X6 ®2X4
SEAT PLATE REQ. SEAT PLATE REQ.
388° J
3 2'2°12 3'9°4 3' 35°5 2'2°11 5'9°4 6'2'12 1�
6'2°13 12' 14'2°1 18' 21' 24'S"5 26'8° 32'5°4 38'8"
Loa ''ng Criteria (psf)
Wind Criteria
TCLL'1 20.00
Wind Std: ASCE 7-10
TCD: 7.00
Speed: 160 mph
BCLLgl 0.00
Enclosure: Closed
�
BCDµ: 10.00
Risk Category: If
C
Des d: 37.00
NCBiI 10.00
Mean Height: 15.00 tt
Mea
TCDL: 4.2
So 2.00
psf
BCDL: 5,0 psf
Loa Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spa; ng: 24.0 "
C&C Dist a: 3.87 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
lord 2x4 SP #1
ord 2x4 SP #1
2x4 SP #3
(a) Continuous lateral restraint equally spaced on
meliber. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attd8hed with 8d Box or Gun (0.113"x2.5",min.)nails
@0oc.
design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
iE a
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in [cc Udell U#
Loc R / U / Rw / Rh / RL
/ W
VERT(LL): 0.187 Q 999 240
B 1523 / 691 1936 / - / 433
/ 8.0
VERT(TL): 0.514 Q 999 180
L 1523 / 691 / 935 / - /-
18.0
HORZ(LL):, 0.096 N - -
Wind reactions based on MWFRS
HORZ(TL): 0.179 N - -
B Min Brg Width Req = 1.8
Creep Factor. 2.0
L Min Brg Width Req = 1.8
Max TC CSI: 0.597
Bearings B & L are a rigid surface.
Max BC CSI: 0.598
Bearings B & L require a seat plate.
Max Web CSI: 0.850
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
VIEW Ver: 17.02.02.1208.16
A - B 27 0 G - H
1396 -2307
B - C 1445 -2779 H -1
1364 -2394
C-D 1177 -2167 I-J
1205 -2131
D - E 1205 - 2130 J - K
1178 - 2168
E - F 1348 -2343 K - L
1445 -2779
F- G 1359 - 2247 L- M
27 0
EPJAL#.
4001SA 38 FF5881B08137F4800992E85FB
ita& item��ttOtcn alecl'Spv�cd�! zsaladrry wAaxun3 htartMas,
-. (k. Lk.e.47122! cnthm date sftow eaEa a Wing a SHA4
a �thetsrlcattMzodc.
nwwd coonno t}s's decea=,t min not crauSde rad ddnadar d :salad
mad fFc_5�i i*3 as93reA 14iCc s. l2 mf..t barrt3rid caYSivdcctmrAz
C.;IML
Maximum But Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-W
2427 -1151
R-P
12 -6
W - V
2424 -1151
P - O
2424 -1157
V - U
2424 -1151
O - N
2424 -1157
U- T
11 - 5
N- L
2427 -1157
S - Q
1848 - 647
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Camp.
W - C
282 - 6
G - Q
941
- 602
C-U
419 -618
Q-R
10
-1
U - E
296 - 729
Q - H
96
-18
U - S
2156 - 888
Q - 1
607
- 244
E - S
282 -13
Q - P
2218
- 938
F-S
105 -16
I-P
361
-844
S-T
22 -1
P-K
419
-617
S - G
908 - 585
K - N
282
- 6
`*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tru$ses 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 and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
braC,ing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om TODCtrrS uc
as �pplica6le. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to !
dra�ings 16OA-Z for standard plate positions.
Alp ne, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
tru $ in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
list ng this drawing indicates acceptance of proVessiona7 engineering responsibility solely for the design shown. The suitability
anq,j use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
T
I Truss
AriaiD`D R H rton AEAB Aria "D" I Wgt 224.0 Ibs FROM: AH 000 ! T7 /SPEC I DRW / 05/25/2018
8 F LL 25'"°I 36697 r3t2'6'36'TT4377
14"9 10� 4938'8° i
11&4 ®4X6 m3X4 W X8 a3X4 4X6 ®2X4
SEAT PLATE REQ.
L
♦
6Z"13 5'9"3
62°13 12
38'8"
+ 2'1" 1015"15 + 2'1"1+
14'1' 24'6'15 267
SEAT PLATE REQ.
5'9"4 + 6'2"12 +1�
32'5"4 38'6"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Loc R / U / Rw / Rh ! RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.176 N 999 240
B 1606 / 684 / 934 1- 1427 / 8.0
BOLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.454 N 999 180
J 1606 / 684 / 934 /- ! -
! 8.0
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.074 L - -
Wind reactions based on MWFRS
Des Ld: 37.00 EXP: CHORZ(TL):
0.132 L - -
B Min Brg Width Req = 1.9
Mean Height: 15.00 ft
NCBCLL: 10.00
Code / Misc Criteria Creep Factor. 2.0
J Min Brg Width Req = 1.9
TCDL: 4.psf
Soffit: 2.00 BCDL: 5.0 psf
9 Bld Code: FBC 2017 RES Max TC CSI: 0.647
Bearings B & J are a rigid surface.
Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.584
Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft
Rep Factors Used: Yes Max Web CSI: 0.577
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)110(0) Mfg Specified Camber:
Maximum Top Chord Forces Per
Chords Tens.Comp. Chords
Ply (Ibs)
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
1068 -1841
Lumber
B - C 1429 -2955 G - H
1190 .-2320
C - D 1163 -2359 H - 1
1163 -2359
Top chord 2x4 SP #1
D - E 1190 -2320 I - J
1430 2956
Bot chord 2x4 SP #1
Webs 2x4 SP 93
E - F 1068 -1841 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
web member. & R3
B - R 2583 -1137 O - N
2008 -772
attached with dame Box or Gun (0.1 1ecies grade.5" min )nails
' MA
R - Q 2580 -1137 N - M
Q-P 2580-1137 M-L
2581 -1144
2581 -1144
@6"oc.
owx•s0�
Loading.
a�
P - O 2008 - 744 L - J
2584 -1144
Truss passed check for 20 psf additional bottom
"ww
NO 047102
Maximum Web Forces Per Ply (Ibs)
chord live load in areas with x 42"-hi h 24"-wide
g
ems• *
Webs Tens.Comp. Webs
Tens. ,Comp.
clearance.
yam.
R - C 278 -5 O - G
492 -756
Wind
*,
C-P 419 -604 G-N
460 -164
1-604
Member design based on both MWFRS and C&C.
TAT
P - E 460 -164 N - I
E O 492 754 I L
420
278 5
- - -
O - F 1370 -768
-
40 015A38 FF 50 81 BO iBB 7F400 992E &5 FB
3�s3tersivasieerscM r�acd'seafadfryf.•alKdarttr<a�
�(&L.tie.G3lca�(an Yh��isawr&a�ng aSH$ i
aaailtent>:ra�cas za~xfa r.
ribmd copu94aF645 t{Sffiiffisd2t� not =Wdwag S%S'a'^i2md Sa kd
M the a;A:3 atthmt`�eatt mde m�thaVrAfied en amydeawk .
rnplm
"`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI secfions B3, B7 or p10,
ile_ ADDgv Dlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to
a division of
failure to build the
g or cover pa e
rn. The sui bility
F7'T7EjJ.
orrafrnttetrts aaz
any
T It
J�bN tuber: 36CS00051 Ply: 1 SEQN: 667998 / T6 /HIPS
4 I a"D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW:
T1 bet: A3 Wgt: 236.6lbs / ... 05/25/2018
r 564 �663"8 30'9154
82
499 '04'5157T8 4�3T37 A
9
r'
%5X6(R) ®6X6
F G
m2X4 ®3X4 m3X6 a3X8 »3X4 m3X6 WX4 1112X4
SEAT PLATE REQ.
5'10"34'6'4
r 62°13 F' 12'1°�
31 12
1� T1"12�
SEAT PLATE REQ.
38'8" -
3' i_ 5'10"3 6'2"13
21'8° 248" 111 r 32'5°3 38'8"
"267"I
Loading
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLI)
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
TCD'II&
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.157 P 999 240
B 1562 1695 / 940 / - 1385
/ 8.0
BCL
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.418 P 999 180
K 1566 1695 1940 / - /-
/ 8.0
BCD ,
: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 M - -
Wind reactions based on MWFRS
Des
d: 37-00
EXP: C
HORZ(TL): 0.123 M - -
B Min Brg Width Req = 1-8
NCB�LL:
10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
K Min Br Width Re 1.8
9 q
Soffi
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TIC CSI: 0.372
Bearings B & K are a rigid surface.
Loa
1.25
BCDL: 5.0 psf
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.454
Bearings B & K require a seat plate.
JJDuration:
Spa; ing:
24.0 "
C&C Dist a: 3.87 ft
Rep Factors Used: Yes
Max Web CSI: 0.690
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 G - H
B - C 1499 -2833 H -1
1218 -1969
1345 -2347
Lu ber
Topp
ord 2x4 SP #1
C - D 1326 - 2377 I - J
1326 - 2386
Bot.
ord 2x4 SP #1
D - E 1344 -2338 J - K
1500 -2842
Web
I?II
2x4SP#3
E-F 1213-1K-L
- G 1153 -169697
27 0
(a) Continuous
lateral restraint equally spaced on
Maximum Bot Chord Forces Per Ply (Ibs)
mer6ber.
we6l"
Or 1x4 "T" reinforcement. 80% length of
ember. Same species & SRB grade or better,
1
Chords Tens.Comp.
Chords
Tens. Comp.
atta�hed
with 8d Box or Gun (0.113"x2.5",min.)nails
MAq.�T-S
B - T
2468 -1194
P - O
2055 -953
@6"oc
� �*
S-R
2466 -1194
2047 -924
O-N
N-M
2055 -953
2474 -1221
Loading
R - Q
2047 -924
M - K
2476 -1221
Q P
1702
Trusts
passed check for 20 psf additional bottoms
live load in 42"-high 24"-wide
No 04V82
-702
chof'd
areas with x
ranee.
cle
-- V.
Maximum
Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
Wild
pp,IIt
Me'I1
ber design based on both MWFRS and C&C.
non a
w STARE OF
T - C
C- S
230 -6
322
G - P
P- H
619 -331
416 584
S E
-465
389
H N
-
388
*ll
-
-159
-
-160
E - Q
F-Q
415 - 585
596
N - J
J-M
322 -464
230
b4A
Q-G
-343
227 -221
-8
40 01 SA38 FF5B 8180 BB 7F 49 00 99 2E 85 FB
This itarn➢r+s been cMzra��gnad-.aax9 salad fig Bsaza�ai Martine;.
P£:£i.ttt.C.S7EH21 cnEAe: date shaa+natxv�e v:�.ig aSNA-3
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the =6 I-azrthc tmfik Cade taarst is 4Whad M 04 dattmrdc
calks.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tru ses revqire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Col1'iponen[ Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary nfrey,
braying per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attabhed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om ronntts ur
as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to /
dra-Wings 160A-Z for standard plate positions.
Alp pe, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,anyjfailure to build the
truss m conformance withANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
ano. I use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
I Truss AriaLab"D"A/DR Hort n 14EAB Aria "D" I Qty: 253.4 Ibs I FROM. AH 995 / T5 !HIPS I DRW / 05/2512018 I
Wgt
L 6'4"9 _ T70"a 12'4"7 15' 19'4° i 23'B" 263"9 30'9"7 , 32'3",7 38'8" i
6'4"9 1,,4 4'5°14 —i 2'7"9 T 4'4' i 4.4" F 27"9 4'S"14 r 1'6'i 6'4"9 1
112X4 m5X6
112X4 E3X45Z3X6t_3U4 =3X8 =3X463X6=3X4 112X4
SEAT PLATE REQ. SEAT PLATE
38'8°
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
6'2"13 + 5'10"2 +i'11"; 4'4" 4'4" 1' 5'10"2 6'2"13 1 J
6'213 12'0°75 14' LL�1,l 19'4" 23'8" 24'{.1'11" 32'5"3 38'8" -1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: If
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: 3.87 it
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: NP
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
DeflICSI Criteria
PP Deflection in for. Udefi U#
VERT(LL): 0.148 G 999 240
VERT(TL): 0.407 G 999 180
HORZ(LL): 0.063 N - -
HORZ(fL): 0.118 N - -
Creep Factor: 2.0
Max TC CSI: 0.381
Max BC CSI: 0.439
Max Web CSI: 0.473
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1523 1697 / 938 / - 1345 / 8.i
L 1523 1697 / 938 / - / - / B!
Wind reactions based on MWFRS
B Min Big Width Req = 1.8
L Min Brg Width Req = 1.8
Bearings B & L are a rigid surface.
Bearings B & L require a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens 1 Comp.
A- B
27 0
G- H
12721 1-1856
B - C
1525 -2751
H -1
13361 -2009
C - D
1358 -2288
I - J
1377
-2249
D- E
1377 -2249
J- K
1358
1-2288
E - F
1336 - 2009
K - L
1525
I- 2751
F- G
1272 -1856
L- M
27I j 0
Maximum Bot Chord Forces Per
Ply (Ibs),
Chords Tens.Comp.
Chords
Tens. I Comp.
B- V
2395 -1227
R- Q
17541
818
V - U
2393 -1227
Q - P
1965
- 979
U - T
1965 -949
P - O
1965
1 1 - 979
T - S
1965 - 949
O - N
23931
-1256
S - R
1754 - 789
N - L
23951 -1256
Maximum Web Forces Per Ply (Ibs)
w Webs Tens.Comp.
Webs Tens. ,Comp.
r V-C 235 6
TAT' C - U 327 - 475
R-H 262i -169
Q - 1 404 1 - 529
arm
a U - E 355 -161
H - Q 545 - 372
E - S 404 - 529
�►w� F-S 545 -372
1-0 355 ! -161
O-K 327 -475
F- R 262 -169
ON AV
K- N 2351 -8
G - R 224 -258
40 015A38 FF58 8180 BB 7F4& 00 99 2E &5 FB
alZiMt.l�tanitgsb en ales aremr *mdzad=atadby rA1martkte:4
x'°E(Pt..uc.a4r18$laaSdiffi$v°ffiitt76]t§ib4iP3tPm�Ei�:t$$
as�atst�sa�mssutda.
Patatadcap v1tWs dactrsa mmaat crass ad �fptA ad *.salad
I
aex6 Sisa:�§fsr2 aeeihat+dtatsaaszasle mastEA �ct8f8¢xi.rat aasgaiactm�
C"1aL
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy
bracing BCSI.. Unless chord shall have attached structural sheathing and bottom chord shall have a
irney
per noted olherwise,top properly proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to
one nents,.
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handlim shippinlq, installation and bracing of trusses.A seat on this drawing or cover page_ .
the design The
listing this drawing indicates acceptance of pro essioni engineering responsibility solely for shown. suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00051 Ply: 1 SEQN: 667993 / T4 / HIPS
4EAB a "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW:
Truss I bel: A5 Wgt:212.8lbs 1 ... OS/25/2018
i
i
6'4"9 13' 19'4" 25'8" 32'3"7 38'8"
6'4"9 6'7"7 6'4" 6'4" 6'7"7 64"9
Des
m5X8 102X4
M
(6(A2)
1ll2X4=4X6=3X4 =3X8103X4�4X6 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
6'2"13 5'9"3 1' 6'4" 6'4" 1' 5'9"3
6'2"13 12' 13 19'4" 25'8" 26' " 32'5"3 38'8"
ng Criteria (psf) Wind Criteria Snow Criteria (Pg,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 Ioc Udefi U# Loc R / U / Rw / Rh / RL / W
7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 1699 / 931 / - / 304 18.0
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 1699 1931 / - /- 18.0
10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS
EXP: C HORZ 0.131 J - - B Min B Width Re 1.9
Mean Height:
d: 37.00 15.00 ft �L) q
Code ! Misc Criteria Creep Factor. 2.0 H Min Big Width Req = 1.9
�LL: 10.00
TCDL: 4.2 psf Bearings B & H are a rigid surface.
2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 Bearings B & H require a seat plate.
duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.573
ig: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.555
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(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 E - F 1430 -2366
er B - C 1572 -2952 F - G 1372 -2451
C - D 1373 -2451 G - H 1572 -2953
lord 2x4 SP #1 D - E 1430 -2366 H -1 27 0
lord 2x4 SP #1
2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
ng Chords Tens.Comp. Chords Tens. Comp.
passed check for 20 psf additional bottom B - P 2576 -1273 M - L 2118 -961
niload in areas with 42"-high x 24"=.vide
ce P - O 2573 -1273 L - K 2574 -1303
O - N 2573 -1273 K - J 2574 -1303
�4 N-M 2118 -931 J-H 2577 -1302
er design based on both MWFRS and C&C.*� " - -*a
��� Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
No 01
P-C 247 -4 M-F 356 -215
4 e ' • C - N 379 -505 F - L 437 -171
D - N 437 -171 L - G 378 - 506
D-M 357 -215 G-J 247 -6
E - M 272 -344
SERIAL A
40 015A 38 t=F 58 Sf 80 BB 7F 48 00 99 2E E5 FB
chic itemtm btcertclazirr is p�teed wid aeatedby manet4 marun=,
aE(X tfc.r.#iz&a1 MOedate s haata a6e ,ag,ga SRA,1
oath c rit+cat€a9 sro�a.
NIS'ed caiuxraf" da:erae Ar" not vmst ad *M&dmadsWkd
=r the SRA'lss.Rhentintumscnde"=t tm vr5fted am amydectrad.
csrian.,
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qguire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a pro pperylr y
aid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
le. Apply places to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (tefer to
60A-Z for standard plate positions.
a division of
i PI 1, or Tor nan
acceptance of
any structure is
failure to build the
g or cover page
rn. The suitability
crrrey<
onrp�nerrts,tu
T
Job Number: 36CS00051 Ply: 1 SEQN: 6679911 T3 / HIPS
4EAB Aria "D" /DR Horton 14EAB Aria "D" Qty: 1 FROM: AH DRW:
Truss Label: A6 Wgt: 218.4 Ibs / ... 05/25/2018
I
6'49 11 161 19'4" 22'1"13 27'8" 323"7 38'8" i
6'4"9 �4'7°7 f 5'6"1 2'9"15� 2'9"13+ 5'6"3 4'7"7 + 64"9 ,
m6X6 I112X4 m5X6 112X4 =6X6
D E F G H
T
12
6F;-,-
M
O_
rn
=4X6(A2) B
A
1 �43X4
" S R Q P O N M L
102X4 =3X4 r•3X6 m3X8 m3X8 =3X6 =3X4 1112X4
J
SEAT PLATE REQ. SEAT PLATE
38'8"
13 4'9°3 3' 2'6"1 5'7"12 2'6"3 3' 49"3 6'2"13 1
6'2"13 11' 14' 16'6"1 22'1"13 24'8" 27'8" 32'5"3 38'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 too Udefi U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 F 999 240
B 1523 / 701 1918 / - / 263 / B.Q
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 J 1523 / 701 / 918 / - /- / 8.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.124 L - - B Min Brg Width Req = 1.8
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8
NCBCLL: 10.00 P
TCDL: 4.2 psf Bearings B & J are a rigid surface.
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.354
BCDL: 5.0 psf Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.447
Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.409
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbsji
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 1601 -2472
Lumber B - C 1593 -2734 G - H 1601 -2472
Top chord 2x4 SP #1 C - D 1470 -2360 H - i 1470, 2360
Bot chord 2x4 SP #1 D - E 1601 -2472 I - J 15921 -2734
Webs 2x4 SP #3 E - F 1601 -2472 J - K 27, 1 0
Wind Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp_
� B - S 2377 -1286 O - N 2058j L 1068
S - R 2375 -1286 N - M 2058 -1068
R-Q 2058 -103B M-L 2374 -1315
' �ll*z0 0 Q - P 20M -1038 L - J 2377 -1315
;ems;: '. P - O 2493 -1299
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S-C 202 -8 F-O 85 -91
C - R 300 -3B4 G - O 230 -264
• D - R 365 -176 O - H 588 368
e ah D - P 588 - 368 H - M 365 -176
� " v 'E - P 230 - 264 M - I 299 384
W'., �s� "� �� P-F 86 -92 I-L 202 -10
:1148v_,:
89RIAL.*
4001SA38FF5B81B0BB7F4900992E85FB
'3�<emirsabcena{cctcmrdg•3gmariam3ssatedby rdfax�aa3Marttnc,
2E rF1.. tt£-ecrrszlcnrlec�asc �nawaaGsvom ar.�gasx�3
tenr:�asmam
e^r�tads eh% d0=MWAsrm V*tCMW3&wd s4r.d§ d=red
and ttac. 3 ax2hent iatctsaexda nust3 *mffftd cn asp dmtrmrk
ca�iw,
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, byy TPI anrTSBCA) r safety practices prior to performing these functions. Installers shall provide temporary �11-0111-1_111
bracing per BCSI. Unless noted d herw!se,top chord shall have properly attached structurasheathing and bottom chord shall have a progpeny
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610,snc
as applicable. Applyplaes to each face, ofPtruss and position as shown above and on the Joinf Details, unless notedotherwise. keferto
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 swing or cover page_
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's aeneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCP: www-sbclndu .com; IM wwmicesafe.orii
Job
Number: 36CS00051
Ply: 1
SEQN: 668006 / T20 / SPEC
4EAB,
a "D" /DR Horton /4EAB Aria "D"
Qty: 1
FROM: AH
DRW:
Truss
bel: A6D
Wgt:217.0lbs
.. / ... 05/2512018
6'4"8 T10" 13'10" 16'8" 22'2" 27'8" 323"7 38'8"
6'4"8 1'5" 5'6" 5'6" 47'7 6'4"9
E=5X6
_6X10(SRS) 112X4 =6X6
F G H
12
6
T
g5X6D
,3X4C 1z3X4 r
r�
c g'o
(a) 0
ia4X6(A2) B J m4K6(A2) 1
A
S R Q P O N M L
112X4 =3X6 a4X10 612X4 =3X8 m3X6-3X4 112X4
I
SEAT PLATE REQ. SEAT PLATE REQ.
38'8"
1' 6'2°12 5'9"4 1'10" 5'4"4 4'6° 1' 4'9"3 6713 1'
+ "
6'2"12 12' 13'10i 211 12 222 26'8" 2T 3Z5"3 38'6"
1�2"I
Loa
Jjing Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLt[�
20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R ! U / Rw / Rh / RL ! W
TCDL:
7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 B 1523 / 695 1921 /- 1321 18.0
BCLIi
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 J 1523 1698 / 916 1- / - 18.0
BCD
Risk Category: II
: 10.0D Snow Duration: NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS
Des'
EXP: C L 0.128 L - B Min Brg Width Req = 1.8
d: 37.00 HORZ(T )�
NCB�'Mean
Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8
LL: 10.00 P
Soffi
TCDL: 4.2 psf Bearings B & J are a rigid surface.
2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.541
Load'
BCDL: 5.0 sf
i P Bearings B& J require a seat plate.
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.557
Spac!ng:
24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.960
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 1645 -2484
8 - C 1635 -2773 G - H 1645 -24t#
LurrilIllbIIer
C - D 1381 -2189 H - 1 1494 -2359
TOP,phord
Bot''
2x4 SP #1
Nord 2x4 SP #1 D - E 1406 -2152 1- J 1617 - 2735
Web'§
2x4 SP #3 E - F 1440 -2101 J - K 27 0
Brac��lIing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous
lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp.
member.
web'fnember.
Or 1x4'T" reinforcement. 80% length of B - S ' 2420 -1302 O - N 2D55 -1089
Same species & SRB grade or better,
afta
S - R 2417 -1302 N - M 2055 -1089
red with 8d Box or Gun (0.113"x2.5",min.)nails. ; R - Q 2417 -1302 M - L 2376 -1338
ti
��� Q - P 2462 -1308 L - J 2378 -1338
Wine
11ber
�*P - O 2463 -1308
Me
design based on both MWFRS and C&C.
g
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S - C 273 -4 G - O 278 -335
C - Q 412 -590 O - H 608 -398
STATE Of E Q 1523 H M 363
- -979 - -178
Q - F 913 -1293 M -1 302 -388
F - P 109 - 2 I - L 203 -10
F - O 115 -113
Eft'.. r
40 015A3E FF 5B 8180 BS 7F48 00 99 2E 95 FB
3FsLItem Imbomelodrad=66}algssad I& c Iedby1J7 xlWtb=,,
?E (1. ltt. 47NUI on Gee deft 511own abalm acing a 5FA,1
I
ardscnt°casr;ale.
j
Pr4atsd copiasa ttds dw.t Aare not crosibunti sav"and zest
mtl it'C-T.-4A.«aa Afifl ltki:i=cade Pnmf ba vadfed m aayrdectoank
dins..
'"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tru 'ses require extreme care in fabricating, handling sh!pping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
brVng per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny nnzy
atta .hed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 8810, pnr
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to f x1nzaus ,,r
dra ings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
tru ' in conformance with ANSIITPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listi this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability
and, use of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2.
For more information see this joes general notes page and these web sites: ALPINE: www.al inenw.mm; TPI: www. inst.o ; SBCP: www.sbdndu .corn; [CC: www.iccsafe.orcI
IJob Number. 36CS00051 Ply: 1 SEQN: 667989 / T2 / HIPS
4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW:
Truss Label: A7 Wgt: 210.0 Ibs / .. 05/25/2018
11 + 195 2981 +68 388'
a 551104"8 2610"3215 23
64"8 ,
m5X8 192X4 =5X6 912X4 m5X8
D E F G H
M
V'
m4X6
�6(A2)
Y S R Q P O N M L
1112X4 =3X4 =3X6 =3X10 =3X10 =3X6 -3X4 912X4
SEAT PLATE REQ. SEAT PLATE EQ.
38'8"
1' 6'2"12 2'9"4 5' 1'10" 6'11"14 1'10"j_ 5' 2'9"4 r 6'2"12 1'
6'2"12 i 9 - 14' h15'10 22'9"15 24'8" 29'B" + 32'5"4 r 38'8"
i
FJ&\l
FAI
ga�
I.,
-,
T
ro
1
Loading 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 roc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.226 F 999 240
B 1523 1703 / 900 / - / 222
I &0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180
J 1523 1703 / 900 / - / -
18.6
BCDL: 10_00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - -
Wind reactions based on MWFRS
EXP: C
Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.131 L - -
B Min Big Width RE. = 1.8
NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Creep Factor. 2.0
J Min Br 9 Width Re q = 1.8
Soffit: 2.00 BCDL: 5.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.512
Bearings B & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.612
Bearings B & J require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.699
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.1 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
1890 j-3001
Lumber
B - C 1616 -2722 G - H
1890 - 3001
C - D 1577 -2495 H - 1
1577 -2495
Top chord 2x4 SP #1
D - E 1890 -3002 I - J
1616 -2722
Bot chord 2x4 SP #1
Webs 2x4 SP #3
E - F 1890 -3001 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. Comp_
B - S 2364 -1303 O - N
2209 '-1183
S - R 2363 -1303 N - M
2209 -1183
'aoa
R-Q 2209-1154 M-L
Q P 2209 L J
2363-1332
2364
- -1154 -
P-O 31M -1641
-1332
No MA,
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
S-C 139 -12 F-O
78 -72
TE OF
C - R 232 - 239 G - O
D - R 340 -187 O - H
286 - 342
952 ! - 570
e
D - P 952 - 570 H - M
340 -187
E - P 286 -342 M - I
P F 78 1- L
231 I -239
139
- -73
-14
SERIAL*
�
40 015A3B FF 5B 81 BO BB 7F48 00 99 2E &5 FB
Zhu lumI sbvmakdvaftka yi admd =led by fis ar sl Hlar2tnis
1
'eta.uc.C47t92( on tLR Satc ShnWaatxsrs u. iga 5"J6,1
wthtrid0fi-9 mad&
7A=d"Ptnafft slCcrammt am flbt[b -lden3 Skmd]1!>{'.vF kd
mdkhs 3aaahcntuitA#traccela nlxsri aasr3h.>wd emr ya!actmr
mom
"`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricating, handiin shipping, installing and bracing. , Refer to and follow the latest edition of
to these functions. Installers
BCSI. (Building
temporarryy
Componen[ Safety Information, b TPI and SBCA) toi sa>Pety practices prior pertorming shall provide
bracing per BCSI. Unless noted ohenvise,top chord shall have properly attached structural sheathingp and bottom chord shall
have bracing BCSI
have a proppefly [rneb;
63, B7 810,
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall msTalled per sections
as applicable. Apply plates to each face. of truss and as shown above and on the Join Details, unless noted otherwise.
or vnr
(2efer to
1 ranenrs. ue
position
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Buildincc��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page. _
for the design shown. The sui bility,
listing this drawing, indicates acceptance of pro essiona engineering responsibility solely
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00051 Ply: 1 SEQN: 668008 / T10 / SPEC
4EA,B b��ria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW:
Truss Lbel: A7D Wgt: 212.8 Ibs / ... 05/2512018
I
i
6'4"8 7'10' 13'10" 18'8" 24'2" 29'B" 32'3"8 388"
6-4"8 1'5" 6' 4'10" 5'8" 5'6" 2'7"8 6'4"8
1 I es4X6
E=5x6
IO2X4 =3X6 = X10 192X4 �3X10 =3X6 -3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
38'8" 1
1
6'2"12 5'9"4 1'10" 4'11 "12 5'4"4 2'6" 3' 2'9"4 6'2"12 1
6'2"12 12' 13'10 18'9"12 24'2" 26'8° 29'8" 32'S"4 38'8"
Loading
Criteria (psf)
Wind Criteria
TCL6
20.00
Wind Std: ASCE 7-10
TCDL�
7.00
Speed: 160 mph
B C L 11'
0.00
Enclosure: Closed
BCDL:
10.00
Risk Category: 11
C
EXPDes
d: 3700
Mean Height: 15.00 ft
Mean
NCB',
LL: 10.00
TCDL: 4.2 psf
Soffi
2.00
BCDL: 5.0 psf
LoaijDuration:
1.25
"
MWFRS Parallel Dist: 0 to h/2
Spa
ng: 24.0
C&C Dist a: 3.87 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top bhord 2x4 SP #1
Bet " ord 2x4 SP #1
We . 2x4 SP #3
(a) Continuous lateral restraint equally spaced on
me ber. Or 1x4 "T" reinforcement. 80% length of
web7}nember. Same species & SRB grade or better,
atta0ed with 8d Box or Gun (0.113"x2.5",min.)nails
@ (% oc.
design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.231 P 999 240
Lu: NA Cs: NA
VERT(TL): 0.635 P 999 180
Snow Duration: NA
HORZ(LL): 0.074 L - -
HORZ(TL): 0.138 L - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.551
TPI Std: 2014
Max BC CSI: 0.630
Rep Factors Used: Yes
Max Web CSI: 0.861
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
40 015A338 FF 50 81 BO BB 7F48 00 99 2E 85' FB
This Item husbeen akt&Wfz* monad =ztaaaladbykLaca;elMartinez,
&'E(rL. ita.GTrssa{a tT,ax slvsaaw aaamma as aSMA4. -
st�haatitnts�asaa�a,
i§'1bted vvincdthk drrc =tm+e mat cmmicsrad 4-ntdand czaiad
and flee SRA-1 ertfimtkoza4a mc.t 3 ve4ed car anydr_trark
mplas.
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1523 / 695 / 910 / - / 321 / 8.0
J 1523 / 698 / 904 / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
J Min Brg Width Req = 1.8
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B
27 0
F- G
1891 - 2900
B - C
1650 -2772
G - H
1891 -2900
C - D
1397 -2190
H -1
1607 -2486
D - E
1423 - 2153
I - J
1649 - 2725
E-F
1451 -2141
J-K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - S
2419 -1302
O - N
2190 -1201
S-R
2416 -1302
N-M
2190 -1201
R - Q
2416 -1302
M - L
2366 -1363
Q - P
3064 -1720
L - J
2368 -1363
P - O
3067 -1720
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
S - C
272 -4
G - O
270
-331
C - Q
409 - 588
O - H
921
- 587
E - Q
1498 - 932
H - M
314
- 202
Q - F
1125 -1633
M -1
251
-274
F-P
172 -2
I-L
158
-14
F - O
166 - 217
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tru es regqwire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
br ponenf Safety Information, byy TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy mrey
bra ing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
att ehed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, @ �n2nts ug
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to F
drarrings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI PI 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drrawing or cover page
_ .
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
andj use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 36CS00051 Ply:1 SEQN: 667984 / T11 / HIPS
4EAB Aria "D" !DR Horton /4EA6 Aria "D" City: 1 FROM: AH DRW:
Truss Label: A8 Wgt: 215.6 Ibs / ... 05/25/2018
I
{ 12'6"4 19'4" } 26'1"12 + 31'8" 38'8"
T 5'6"4 6'9"12 6'9"12 5'6"4 T
fi
iNko's
i=,=.
P'PPPPPP'ih6s
=6X8 =7X8 =6X8 =6X6
12 C-6X6 D TC2 E F TC2 G
�T
II. M
6(A2) i
fGl
P O N M
L d—lK -
J
192X4 =5X6 =H0308 =6X12
=H0308 =5X6
1112X4
SEAT PLATE REQ.
SEAT PLATE REQ.
SEAT PLATE REQ.
12'4"
264"
1' 6'10"4
}
5'4" 1'9"1 5'4"
f F'
5'4" 19"1 5'4"
�26'5"
6'10"4 1'
+
6'10"4
12'24 14' 19'4"
24'8" 31'9"12
38'8"
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 loc L/defl L/# Lac R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 D 999 240 B 1762 1812 / - /- ! - 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 D 999 180 Q 4128 11844 / - / - / - / 8.0
BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.044 M - - H 226 Y 127 / - 1- 1- 18.
EXP: C
Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.083 M - - Wind reactions based on MWFRS
9 Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 2.1
NCBCLL: 0.00 TCDL: 4.2 psf Q Min B Width Re 4.9
Soffit 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.771 q =
P H Min Brg Width Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.876
Bearings B, Q, & H are a rigid surface. i
Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: No Max Web CSI: 0.730 Bearings B, Q, & H require a seat plate.
Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18 Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens.! Comp.
Lumber
-1937
Top chord 2x4 SP #1 :TC2 2x6 SP #1: A - B 27 E - F 872
Bot chord 2x4 SP #1 B - C 1493 -3269 69 F - G 1892 -840
840
Webs 2x4 SP #3 :W3, W4 2x4 SP #1: C - D 1504 -3361 G - H 262 -153
D - E 872 -1937 H - 1 27 - 20
Bracing
(a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4'7" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. I Comp.
web member. Same species & SRB grade or better, g _ p 2855 _1280 M - L -7151 L 1665
attached with 8d Box or Gun (0.113W.5",min.)nails
@ 6" oc. P - O 2829 -1275 L - K 715 16%
O - N 3363 -1527 K - J 93 196
Loading N - M 3363 -1527 J - H 87 -168
#1 hip supports 7-0-0 jacks with no webs. �"
NO 0471
.02
Maximum Web Forces Per Ply (Ibs)
Wind 00 Webs Tens.Comp. Webs Tens.!Comp.
"t
Wind loads and reactions based on MWFRS. Imif P-C 611 -117 E-M 641 -791
V " C - O 638 - 275 F - K 14781 i 2697
VE
. O - D 286 - 61 K - G 901 2045 Of 4U
D - M 734 -1598 G - J 6661 1 -147
OW
w M-F 4038-1779
�yw
40015A38FF5B81 B0BB7c 4800992ES5FB
VAs lter:sldtsr ack s ncd andxeatad by rs sl Wrtines,
e�(Fl.. ifs.e��H31dn��s�:a>y7t6eartaEaaaustnga5#M' L
arsds cnt�at:�ss w.ie.
ptbtad loomsafthkd otumat zm not mod&and Apcdmg i=ldd
aRiL tf"L!e An@aRRtl6TttLJ94Ci'fStA�St �et Tdfi'u�I t7Y3&ti�KtMASL'
carjm
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, by TPI and SBCA) i safety practices prior to pertorming these functroris. Installers shall provide temporary) ersey
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing rnsTalled per BCSI sections B3, 67 or 610, om rane itxitr
as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to /.,
drawings 160A-Z for standard plate positrons.
Alpine, a division of ITW Buildincg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling .shipping, installation and bracing of trusses.A seal on this tlrawmg or cover page.
listing this drawingg indicates accep�ance of pr wessiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure f the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Nginber: 36CS00051 Ply: 1 SEQN: 668010 / T27 / SPEC
4EAB' a "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW:
Trussl6bel: ABD Wgt:198.8lbs / ... 05/25/2018
I
6'4"8 T10" 13'10" 20'8" 26'0"4 31'8" 38'8"
6'4"8 1'5° 6' 6'10" 5'44 5'712 7'
E 1115X6(R)
Ul- =o =ono =3X6(••)
SEAT PLATE REQ.
20W
SEAT PLATE REQ.
5'8" 12'4"
1'j 6'2"12 5'9"4 1'10" T1"8 5'4"4 i_ 49"849 T1"12
6'2°t2 + 12' +13'10� 20118 r 26'3"12 2 '""168 2 31'6"4 r 2'"
Loading Criteria (psQ
Wind Criteria
TCLIl! 20.00
Wind Std: ASCE 7-10
TCD 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCD4:
10.00
Risk Category: 11
�d:
EXP: C
Des,
37.00
Mean Height: 15.00 ft
NCBC
LL: 10.00
TCDL: 4.2 psf
Sof
2.00
BCDL: 5.0 psf
Loaf,lDuration:
1.25
MWFRS Parallel Dist: 0 to h12
Spao ng: 24.0 "
C&C Dist a: 3.87 It
I
Loc. from endwall: Any
I
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #1
Bot Nord 2x4 SP #1
We � 2x4 SP #3
(a) continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinfurcement. 80% length of
weblinember_ Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6�1",
cc.
i
Special Loads
---(Lumber Dur.Fac =1.25 / Plate DULFac.=1.25)
TC'
From 56 plf at -1.00 to
56 plf at 27.60
Tdj
From 28 plf at 27.60 to
26 plf at 31.67
Tt(
From 56 plf at 31.67 to
56 plf at 39.67
Bi{I
From 4 plf at -1.00 to
4 pIf at 0.00
BC.
E From 20 plf at 0.00 to
20 plf at 26.67
BFrom
10 plf at 26.67 to
10 plf at 31.64
BGr From 20 plf at 31.64 to
20 plf at 38.67
B . C From 4 plf at 38.67 to
4 plf at 39.67
Tp� 1741b Cone. Load at 27.60
TC. 1601b Cone. Load at 29.60
T6," 191 lb Conc. Load at 31.64
BO: 128 lb Conc. Load at 27.60
B , : 124 lb Conc. Load at 29.60
BC: 477 lb Conc. Load at 31.64
P16 mg Notes
AllIlates are 3X4 except as
noted-plate(s) require special positioning. Refer to
scq, ed plate plot details for special positioning
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or `=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell L/#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.034 Q 999 240
B 793 1389 / - / - /- / 8.0
Lu: NA Cs: NA
VERT(TL): 0.096 Q 999 180
N• 451 1213 / - / - ! - / 68.0
Snow Duration: NA
HORZ(LL): 0.016 K - -
1 805 / 396 1- 1- l - 18.0
HORZ(TL): 0.030 K - -
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: 0.703
N Min Big Width Req = -
TPI Std: 2014
Max BC CSI: 0.518
1 Min Brg Width Req = 1.5
Bearings B, N, & I are a rigid surface.
Rep Factors Used: Yes
Max Web CSI: 0.515
Bearings B & I require a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp.
Wind
A - B 27 -ZO F - G 355 -160
Wind loads and reactions based on MWFRS.
B - C 585 -1210 G - H 299 -108
C - D 309 - 590 H - 1 550 -1139
D - E 279 -553 I - J 27 -20
E - F 296 - 574
40 015A39 FF 5B 81 B0 BB 7F4& 00 99 2f E5 FB
IM nam'hsukzcrosek jz3 cd atk=fed by f 7xra;cl MAMAC4
e'er taL, t%e.C�7£9Z{cn fttn8¢ �t�wss a�roa sung � siit..a
a cihentkwimaia..
?rsamedcepbn thiddsXc=A=notcaassi3camduv"a 4=ied
=6kfa 5"tWI-Mendmfi aeode,rna.^Y:ba4eriftd c avydcamrAz
cu'im
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - Q 1027 -479 N - M 77 -275
Q - P 1024 -480 M - L 967 -431
P - O 1024 -480 L - K 967 -431
O - N 117 - 282 K -1 937 -424
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Q-C
283 0
N-G
101 -171
C - O
295 -629
G - M
370 -498
E- O
222 0
M- H
645 -1448
O - F
818 - 367
K - H
723 -160
F - N
512 -890
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Are extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Are
Information, byy TPI anC7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. fkefer to
50A-Z for standard plate positions.
a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
this drawing, indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability
;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
ttney
Components tic
Job Number: 36CS00051 Ply: 1 SEQN: 668012 / T16 / COMN I
4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 3 FROM: AH DRW:
Truss Label: D1 Wgt: 137.2 Ibs / ... 05/25/2018
6'4"B 7'10" 13'10" 21'3"9 26'4"
6'4"8 +1'S"8+ & T5"9 5'0°7
Loading Criteria (pso
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 93
SEAT PLATE REQ.
21,
3X4(R)
SEAT PLATE REQ. SEAT PLATE REQ.
—�— 54" —�
1' 62°12 5'9"4 110 1 7'9"1 i 4'8"15
6'2"12 F 12' h 13't0" T' 217"1 26'4"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: It
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or lx4'T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N1
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
13
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.047L 999 240
VERT(TL): 0.129 L 999 180
HORZ(LL): 0.016 H - -
HORZ(TL): 0.031 H - -
Creep Factor. 2.0
Max TC CSI: 0.481
Max BC CSI: 0.454
Max Web CSI: 0.346
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
40 015A B8 FF 5B BI BO BB 7F4B 00 99, 2€ 85 FB
A£k itcraAutxxcnalaztrasica�j �tnd salad �' t.€assuc9 ranrttn,cr,
I.�. Riiffi2(esf [Aaaas shawa alxi 8.354iJ6 i
atent?casiaaale.
"I'd eceiincidis diximmodaxmA.1CMAI&Tet3demremd=kd
wid tic sri+A arzNteni4[atix IDecsle miu t km vcrHW acaerdecnank
CZ00S.
11
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL /
B 933 / 429 / 578 1- / 274 / 8.0
M 640 / 273 / 388 / 0 / 0 / 8.0
N 479 / 227 1245 /- /- / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
M Min Brg Width Req = 1.5
N Min Brg Width Req = 1.5
Bearings B, M, & N are a rigid surface.
Bearings B, M, & N require a seat plate.
Maximum Top Chord Forces Per Ply (Ids)
Chords Tens.Comp. Chords Tens., Comp_
A- B 27 0 D- E 563 I- 855
B - C 790 -1512 E - F 572' - 893
C - D 537 - 892 F - G 361 - 584
Maximum Bot Chord Forces Per Ply (Ibs)'
Chords Tens.Comp. Chords Tens. I Comp_
B - L
1296 -660
J -1
1051 i
-552
L - K
1292 - 659
I - H
41
- 34
K - J
1292 -659
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
L - C
285 - 8
F - I
362
- 585
C - J
425 - 626
I - G
450
1 - 230
E - J
376 -153
G - H
292
-404
J - F
386 -182
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Are extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Are
Information, byV TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
daid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 e r to
le. ADoTv Dlates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. (2efer to
a division of
TPI 1; or for h
acceptance
any structure
the
failure to build the
g or cover page
in. The suitability
crney.
lJbi j7D117'I1t5: iic
Job Number: 36CS00051 Ply: 1 SEQN: 6679701 T17 / GABL
4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW:
TrussLabel: D1G8 Wgt: 231.0 Ibs Page 1 of 2 / ... 05/25/2018
m
m
35
T10° 13'10' 19'9°8 264'
r 7'10° 6' T' S11"6 + 61618
26'4"
2'8" -- {
SEAT PLATE REQ.
m
F
T8'12
6'34
6'1" -
6'3"
T8"12
14'
20'1'
264'
Loaning
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
DefI1CSl Criteria
♦ Maximum Reactions (Ibs), or `=PLF
TCL4P
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
TCDLF
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.101 T 592 240
B. 86 / 39 / 47 / - / 13 / 256
BCL
�' 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.134 T 656 180
gq 217 196 1124 / - ! - 18.0
8CD':
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.052 T - -
Wind reactions based on MWFRS
Des
ld: 37.00
EXP: C
HORZ(TL): 0.057 T
B Min Brg Width Req = -
NCBbLL:
10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Cree Factor. 2.0
P
BA Min Brg Width Req = 1.5
Soffi
2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.398
Bearings B & BA are a rigid surface.
Loa
.
Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.170
Bearing BA requires a seat plate.
Spa
ing: 24.0 "
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.835
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp,
Wind Duration: 1.60
WAVE
I VIEW Ver. 17.02.02.1208.15
A - B 27 0 K - L 249 0
Lurr{ber
I�Chord
C - D
42
-36
M N
228
-6
Top 2.4 SP #1
D - E
83
-22
N - O
167
-27
Bot fhord 2x4 SP #1
We 2x4 SP #3
E - F
132
-20
O - P
116
-48I
F-G
178
-19
P-Q
158
-53
Platiing Notes
G - H
81
-42
Q - R
116
-6
IItes
H-1
123
-24
R-S
111
-29
All p aare 2X4 except as noted.
I-J
172
-3
S-T
96
-55
...rtit 11 I J'.', J - K
232
-6
T - U
37
-92
,er design based on both MWFRS and C&C.
"x
O
Maximum
Bot Chord
Forces
Per
Ply (Ibs)
ional Notes*r
Chords Tens.Comp. Chords Tens. Camp.
�WGS A16015ENC101014 & GBLLETIN1014 for
B -AI
187
-55
AC AB
203
59
wind bracing and other requirements.
0471 No
"
AI-AH
195
-56
AB -AA
203
-59
AH-AG
198
-57
AA-Z
70
-28
AG-AF
200
-58
Z - Y
70
-28
AF-AE
202
-58
Y-X
71
-28
S
AE-AD
203
-59
X-W
71
-28
AD -AC
203
-59
W - V
77
-117
01 SA38 FF 5B BI BO BB 7F49 00 93 2E 85 FB
Thia itam'hsu Baer cis¢lru�`s�nadmx9 xeofnd tr� Maafxs¢9 Msrttn�a,
F£(fL. r£c.c4zas21 csi lire �mm9e siuswrz a w�1ng x s33x.x
m�itantieaEianas�a.
2�trd cr.�kex�clssd nrm natrssxilaa"xad s�tmrsS vad:aalafl
mad try. wYhenk3taA ¢exfe prat E a vertu eaa aet*dxtmnl¢
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
AE-G
26 -67
AS -AT
232
-97
G -AJ
181 -63
AU -AV
220
-93
AK -AL
187 -65
AW- Q
236
-97
AM -AN
193 -67
Q - W
305
-246
AO -AP
177 -62
W -AX
144
-52
AP -AA
211 -71
AX-AY
144
-52
L -AA
0 -113
AY -AZ
142
- 51
AA-AQ
240 -101
AZ-U
123
-47
AQ-AR
222 - 92
U - V
277
-175
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, byy TPI ana SBCA) toi safety practices prior to pertorming these functions. Installers shall provide temporarryy nn
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 87 or 610, nm mrrPtrts,nr
cable. Apply plates to each face of truss and position as shown above and on the Join I DefaflS, unless noted otherwise. (2efer to 1
Is 160A-Z for standard plate positions.
a division of ITW Buildin((��Components Group Inc, shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSIlfPI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page.
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
;e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00051
Ply: 1
SEQN: 667970 / T17 / GABL
4EAB Aria "D" /DR Horton /4EAB Aria "D"
Qty: 1
FROM: AH
DRW:
Truss Label: D1GB
Wgt: 231.0 Ibs
Page 2 of 2
! ...
05/25/2018
Maximum Gable Forces
Per Ply (Ibs)
Gables Tens.Comp.
Gables
Tens., -Comp.
C -Al 165 - 95
M -AQ
62 - 34
D-AH 91 -67
AR-Z
255' -114
E -AG 103 - 74
N -AS
2% - 92
F -AF 94 - 75
AT- Y
10011 - 61
AJ- H 88 -71
O -AU
120' -75
AD -AK 84 - 69
AV- X
37 -102
AL-1 115 -71
P-AW
49, -122
AC -AM 107 -65
AX-R
9' -9
AN- J 217 - 91
AY- S
26. -19
AB -AO 251 -110
AZ- T
131 - 55
AP- K 62 -34
40 015A 38 FF 55 81 BD BB 7F 4800 98 2E 85 FB
v* nemi,,n.brm alearankaty xiped and teat®d by vjuAMarnnc:,
PEtn..Lk. 02r_nfon Olt dusaAawn Aaw Wng a stiAa '
=ftnecad==da.
EsaacadmPi"oftidA dcruasraara not amdem dApu'g,nti: 6d
mad the SRa�a authantkafimccde m+ k ba*w f cn=ydm1mnk
cxatks..
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
*"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVv TPI anr7'SBCA) fir safety practices prior to performing these functions. Installers shall provide tempora [fYei1
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, A r�rnzi1rx YSY
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to F ,
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for. any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPi 1 Sec.2.
For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: wwwsbcindus .com: ICC: www.iccsafe.or
t K
i
Job N IT.bar 36CS00051 Ply: 1 SEQN: 667971 ! T1 / GABL
4EAB a "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW:
TrussEbel: E1GE Wgt: 43.4lbs .. / ... 05/25/2018
47' 8'4"
r 4,2" r 4'2"
(TYP) E=4X4
12
I T 6 D F
93 C G r
fn
CV G
2X4(A1)B 1-1=2X4(A1)cli
1 3 A 1
N M L K J
8'4"
8'4" 1,
1'
8'4
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeHICSI Criteria
♦ Maximum Reactions (Ibs)
TCLdI� 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL / W
B 375 1173 / 251 I - / 118 13.5
TC: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.018 K 999 240
BCLLIP'lti 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.021 K 999 180
H 375 1173 / 251 / - / - 14.0
BCDE: 10.00
Risk Category: it .
Snow Duration: NA
HORZ(LL): -0.009 D - -
Wind reactions based on MWFRS
Des : 37.00
EXP: C
HORZ(TL): 0.009 D - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
NC ' 1000
Mean Height: 15.00 ft
Creep Factor. 2.0
P
H Min Brg Width Req = 1.5
- .
Soffi 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.187
Bearings B & H are a rigid surface.
Loa 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.147
IJDuration:
Spal', ng: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.058
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
A - B 27 0 E - F 573 -349
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
B - C 499 -386 F - G 531 -368
C - D 530 -368 G - H 500 -386
Lu
er
it
D - E 573 - 349 H - 1 27 0
Top
Chord 2x4 SP #1
Bot
We
Nord 2x4 SP #1
� 2x4 SP 93
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp_
PlatliII g Notes
All i tes are 2X4 except as noted.
B - N 316 -282
L - K
313 -272
p
N - Ali' 315 -276
K - J
315 -278
Win
,O
M - L 313 -272
J - H
316 -285
Mei�iber
design based on both MWFRS and C&C.
Additional
�I
Notes'
!
��
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
Se �'IDWGS
A16015ENC101014 & GBLLETIN1014 for
C - N 91 -15
K - F
148 -36
gab
wind bracing and other requirements_
�* a
D - M 148 -36
J - G
91 -15
E - L 152 -237
�.
STATE OF At
40 01 SA38 FF 588180 83 7F48 00 99 2€ 95 FB
Tian Item has been aketts ca yst med=h walad by B.s tl martins,
�E (&L. Sis.ddTtia2t ant?i� dasa.anaw,satam� u^.3n$ asasA�a
auktcntlsatter�sair.
z'Y�tedcr i agritdstterex wstazmWageccexiamed: a3arJ'=12d
an6 itvz::Fi�:Tcnf,ca3:esac:dc nest � s^arlrseaca. amtSaAccirers§s
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
II "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 andSBCA) for safety practices pnor to performing these functions. Installers shall provide temporary rrireY
braiding er BCSI. Unless noted ciherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attabheTrippid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nm �anrkrx air
as,b'ppiica15 e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to t
drayyings 160A-Z for standard plate positions.
Alp,(te, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
I
russ 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 engmeerm responsibility solely for the design shown. The suitability
an use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For re information see this iob's general notes Dam and these web sites: ALPINE: www.alDineitw.00m: TPI: www.toinstom: SBCA : wwwsbcindustrv.com: IM www-Ic safe.om
Job Number: 36CS00051 Ply: 1 1 SEQN: 667972 / T22 / VAL
i
4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW:
Truss Label: MV1 Wgt: 16.8 Ibs .. / ... 05125/2018
—4P4
4-1 "8
4'1 "8
4'1 "8
R
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf NA Ce: NA
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
♦ Maximum Reactions (Ibs), or.=PLF
LOG R / U / Rw / Rh / RL / W
D• 75 / 28 152 / - / 26 149.51
BCLL: 0.00
-Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.005 C -
D Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): 0.005 C - -
Bearing D is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 It
TCDL: 4.2 psf
CreepFactor. 2.0
Soffit 2.00
BCDL: 5.psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.175
Maximum Top Chord Forces Per Ply (ILI
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.129
Chords Tens.Comp.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.151
A - B 37 -126
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens Como
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C.
Right end vertical exposed to wind pressure.
Deflection meets U240.
Additional Notes
See DWG VAL160101014 for valley details.
0
40015A38FF589 B0BB7F4800992E85FB
a Yirarsshssbzen ek z rcdarti.caladby rAaremIMzrth&
arw(rt, ua.vzrrsz{cntr��sa�a�asae��Exi�au��,B,�strx»a
ztentzcxz�az�fm
4sfmted rt�&czt�ct�t dsxtxs�rat�re "tstcv,�8�'e�rrd taafari+� sc�ksd
sad tic �.A�s-ufhendsa4istssmsla x"tzs[�a�srifa�imta�dtctiarsis
sva�lna.
A - C 189 - 32
I
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 187 - 94
-WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrney
bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathinp and bottom chord shall have a propefly
attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, om nents,itr
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to'
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of frusses.A seal on this rawing or cover page_ _
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the building Designer per ANSIlTPI 1 Sec.2.
;7— — information — this inh's —.1 nntx nave and fhese weh sites- ALPINE: www.alDineItw.com: TPI: Iwrw.toinst.om: SBCA: www.sbdndustrv.com: [CC: www.iccsafe.orq _
F
�mber: 36CS00051 Ply: 1 SEQN: 667973 / T18 / VAL
Aria"D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW:
bel: MV2 Wgt:14.0lbs / ... 05/2512018
Des
12
6
III
2X4 B
3X4(D1)
A
1112X4
1 211118 '�
2'1't8
211'i8
Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions (Ibs), or "=PLF
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL / W
D• 75 / 23 / 48 / - / 15 125.5
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
Wind reactions based on MWFRS
10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.001 C -
D Min Brg Width Req = -
37.00
EXP: C
HORZ L 0.001 C - -
)t
BearingD is rigid surface.
a g
Code / Misc Criteria
10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TIC CSI: 0.024
Maximum Top Chord Forces Per Ply (Ibs)
afion: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.032
Chords Tens.Comp.
24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.026
A - B 17 -33
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
Chords Tens.Comp.
A-C 68 -6
Top (chord 2x4 SP #1
Bot'clhord 2x4 SP 91
Webs 2x4 SP #3
design based on both MWFRS and C&C.
at Notes
3 VAL160101014 for valley details.
� e
No. 047102
V
STATE
40 01 SA38 FF 58 81 BO B13 7F48 00 99 2E85 FB
iia9t Itembuabecaa glee j ncd'au9sa1adby Maaxcl marttnez:
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - C 70 -43
a^E (YL. tia.Gi735zi o=rt�eca2cshavaaabas�.uss3.iga5xl 1
acath enefta'S:,�a tea,
� �ivtad c�iara3'cfda drrcaassa aaa nntcxsmi�aed sr�nas£ and srala[9
grad tine T..N..Ad; ara4ent`rai s axla mint Boa wM&f dcnamyetettrnr
Caytas.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tru 'ses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Corp, ponenf Safety Information, by TPI and SBCA) i safety practices prior to performing these functions. Installers shall provide temporarryV crn
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly eY
attGhed riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om mrfcrtfs,uz
as pplicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to i
drayyings 160A-Z for standard plate positions.
Alp'. e, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page
_ .
listiftg this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
an use of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For More information see this lab's general notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.om: SSCA: wwwsbcindusbv.com: ICC: www.limsafe.om
r
Job Number: 36CS00051 Ply: 1 SEQN: 667974 / T24 / EJAC
4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW:
Truss Label: EJ7D Wgt 26.6 Ibs / ... 05/25/2018
C
77
12
6 p o
i»
2X4(A1) B
D
A I
SEAT PLATE REQ.
�— 24" 7'
7'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udefl U#
Loc R / U / Rw / Rh / RL / W
B 438 / 176 / 370 / - / 202 18.(
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 124 112 / 101 / - ! - / 1 '
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.010 D - -
C 160 / 125 / 78 / - / - / 1.!
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.017 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Height: 15.00 ft
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.544
D Min B Width Re q =
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Sid: 2014
Max BC CSI: 0.348
C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1A0 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber A- B 63 0 B- C 72 -148
Top chord 2x4 SP #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.
9 B-D 0 0
!I
40 015AS8, FF 56 81 BO BB7F49 QU 99 2E85 FB
S is 14emtrxs rtte akelaria`aea�:yi tsd'.ar.2waled by NilMarttica
Fs(rr..u£-o4zis3lonthedat¢hntaYalxi ardagasHAa
asndraaa.
'�s�tat£eo�3esrdaAAv'�S drrr� .ras�u nit ed z�n�a3and sealed
asad tks �.�;xar:�h¢nii�aSt�sode rasnt Ptaxdfaxd-�a¢ydattmnk
azu;!ns:.
i
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shi ping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byV TPI an7'SBCA) satPety practices prior to performing these functions. Installers shall provide temporary errreti
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, irpRrs iir
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hRir 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 shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this iob's general notes Dace and these web sites: ALPINE: www.alDineilw.com: TPI: www.tpinst.ora; SBCA: www.sbcindustry.com; IM www.iccsafe.org_
Job
Nd her: 36CS00051
Ply: 1
SEQN: 667975 / T15 / EJAC
4EAB
I,�a "D" /DR Horton MEAB Aria "D"
City: 14
FROM: AH
DRW:
Truss
bef: EJ7
Wgt:23.8lbs
.. / ... 05/25/2018
I
C
�I
12
6
o Lo
m
i
2X4(A1) B
A
D
I
SEAT PLATE REQ.
I
7'
f. 1,
7'
!!
Loaging Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLLI 20.00
Wind Sid: 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
T C D 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): NA
BCLLi 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 127 / 20 / 101 ! - ! - 11.5
BCD: 10.D0
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.014 D - -
C 171 1133 / 91 1- 1- /1.5
Des Id:
EXP: C737.00
HORZ(TL): 0.025 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCB LL:10.00
Mean Height: 15.00 ft
TCDL:4.2 sf
CreepFactor: 2.0
B Min Brg Width Req = 1.5
Brg Width Req =
Soff 2.00
P
BCDL: 5.0 psf
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.496
D Min
C Min Brg Width Req =
Loa�11Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.366
Bearing B is a rigid surtace.
S am . 24.0 "
P g'
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires 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.
Lim iber
A-B 27 0 B-C 77 -151
chord
Top
Bob
2x4 SP #1
iford 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
win
I Chords Tens.Comp.
Me
Iber design based on both MWFRS and C&C. 0 0
B - D
.. soe
we e.
% a.
w
1�1:0 STATE OF
fill,
40 01 SA38 FF 58 8180 SB 7F48 00 99 2E 85 FB
rh1% eemw" txoen clat5xass&`: y ,rncdsasda ;.W by S.E¢mtl marm"'
PE ol. tts.=7-192E on the daft Acem abarn aang a SM-1
a sant=t mn=d¢_
ftaradc�phzofW_d �notc>Yi:oz��lyd s/-d,gVe6=ds-bd
am aw sy.�? r546cotiCit 1code most 4Mi t(L-V of aEwyd"tmuk
v�9as:
*-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 handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Co�iponenf Safety Information, by TPI fo4 to these functions. Installers temporarry�
an7'SBCA) safety practices prior performing shall provide nnefs
bra. ing er BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly
att . e�ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, l nents, uz
as' pplicable. Apply plates to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to J ' ,
drawings 160A-Z for standard plate positions.
Alp�Inp, a division of ITW Buildin�f�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance ANSI�fPI 1, for handling installation bracing trusses.A this drawing
with or shipping, and of seal on or cover pa e_
listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown: The suitability
and use of this drawing for is the the Building Designer ANSIITPI 1 Sec.2.
any structure responsibility of per
For ioore information see this'oVs general notes page and these web sides: ALPINE: www.ai ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; [CC: www.iccsafe.org
}
IJob Number. 36CS00051 Ply: 1 SEQN: 667976 / T9 / EJAC
4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW:
Truss Label: EJ7A Wgt 21.0 Ibs / ... 05/25/20its
T3
2X4(A'
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.60 ft
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
7'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Lldefi L/#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.017 C -
HORZ(TL): 0.027 C - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.505
TPI Std: 2014
Max BC CSI: 0.373
Rep Factors Used: Yes
Max Web CSI: 0.000 .
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.16
No ;2
STATE OF
- .
40 015A 8 FF 588180 B37F48 00 99 2E 85 FB
Takdtrttn as 6ee7�alac8raa#za:�,rxd n`adXrj=Aad6yrfirwlmarttim4
Ma, tic.wxraszf a€t[Act4a2c afarwn a u+.g asxaa
.€tcdrat�se`•artusai z�arteaca:i!m'edsaixradz�laatl
ara6 the 5e5A-asxth¢nticaexase�a nsnt 6arif4�i`� zcgdactrna�?s
Zlna.
B
0
io
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL 1W
A 270 / 79 / 188 /- / 151 18.0
C 128 121 1104 / - / - 11.5
B 174 / 135 / 95 /- / - 11.6
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
I
Maximum Top Chord Forces Per Ply (lb Is
Chords Tens.Comp. 1
A-B 78 -152
I
Maximum Bot Chord Forces Per Ply (lbs)l
Chords Tens.Comp.
A-C, 0 0
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ��111
bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attacheydmid ceilmq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Kefer toi .
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin!�Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the
truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_
listing this drawing,indicates acceptance of professionai engineering responsibility, solely for the design shown. The suitability
and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job
N�"' ber: 36CS00051
Ply: 1
SEQN: 667977 / T23 / JACK
4EAB
Aria "D" /DR Horton MEAB Aria "D"
City: 1
FROM: AH
DRW.
Truss
„! bel: BJSD
Wgt 19.6 Ibs
/ ... 05125/2018
.I
C
12
M
6 o
CV �
li -
2X4(A1) B
-L
D
A
SEAT PLATE REQ.
I
.I
�— 2 4"
S,
Loading
Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs)
TCLIj'j
20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in or Udefl U# Loc R / U ! Rw 1 Rh ! RL I W
TCD
Ill. 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 373 / 162 / 330 1- / 158 18.0
BCLI
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 / 13 177 / - / - / 1.5
BCD
Risk II
� : 10.00 Rik Category:Snow Duration: NA HORZ(LL): 0.007 D - - C 103 182 / 42 / - / - J 1.5
Des.
EXP: C
jd: 37.00 HORZ(TL): 0.008 D - - Wind reactions based on MWFRS
NCB
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5
LL: 10.00 P
TCDL: 4.0 psf Req =
Soffi
JJ 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 D Min Brg Width
1 P C Min Brg Width Req = -
Loa
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.171
Bearing B is a rigid surface.
Spa
Re Factors Used: Yes Max Web CSI: 0.000
rag: 24.0 " C&C Dist a: 3.00 ft P Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft FTlRT: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.
Pier
A-B 63 0 B-C 46 -115
Lu
Top'Ilhord2x4SP#1
Bot I6hord
2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs)
WindI�
Chords Tens.Comp.
Meru
er design based on both MWFRS and C&C.
B - D 0 0
a 7
go
v=
Mrs
Win e
. STATE OF
?)
40 013AU FF 56 82 BO BB 7F48 00 99 2E 85 FS
3iak itminr<azbeen a(aztto /a§gned and:xatdd by ma lMartine,
�
t°�(rt..I.Cc.Cd739I(rm tied: daaatihawa ataa�mgaSrit«S
at.�ihentl�.tsesscrJa.
todemQ xf aranot azwemds sat"and:salad
as.itt^.c.T.e�v3 �.nheasti�kiems,r�3a enszct 2m �mditedan aerpa9«trmrk
c=lm.
"`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
I' "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regqwire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Coiliponenf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary arr.
bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to t ranerrts ui
dra}}}}��'}}}}'''ings 160A-Z
for standard plate positions.
AIp brie, a division of ITW BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss�ts in conformance with ANSI PI 1, for handling installation bracing trusses.A this drawing
or shipping, and of seal on or cover Page_
list ng this drawing indicates acceptance of professional engineer responsibility solely for the design shown. The suirbritty
andl use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o : SBCA www.sbdndu .com; I= www.Iccsafe.orq
Job Number: 36CS00051
4EA13 Aria "D" /DR Horton MEAB Aria "D"
Truss Label: 13J5
T
SEAT PLATE REQ.
Ply: 1 SEQN: 667978 / T12 I JACK
Qty: 5 FROM: AH DRW:
Wgt:16.8lbs .. / ...
A
0
CV
5.
1t
'I
5'
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 Udefi U#
Loc R / U / Rw / Rh / RL / W
B 263 196 1208 / - / 129 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 90 113 / 70 / - / - 11.6
BCDL: 10.00
Risk Category: 11
Snow Duration. NA
HORZ(LL): -0.007 D -
C 119 / 93 162 1- l - / 1.5.
Des Ld: 37.00
EXP: C
HORZ(TL): 0.008 D - -
Wind reactions based on MWFRS
Code I Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psi
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.309
D Min Br Width Re
9 q
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.182
C Min Brg Width Req = -
/
Bearing B !s a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
P
Max Web CSI: 0.000
Bearing B requires a seat plate. '
p
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
No 04718.2*
• �CrY..i3ttrd+�
40 015A38 Ff 5B 8;180 BB711`48 00 99 ZE 85 FB
€t.�k l4ntac3ersB cnakzaroa yr ezd mdwaiedby rdwizsi Martinez,
PEOsL. Lk.CTnWi Ono* date Awn ate wkgaSNPl
a ihrntacaai�as>=da_
i+�md cr�5rstsrt]dz drxt�s�csrm amtcxeordd �tnnx3�! �alnd
aa4 tF,¢SiT,Ad3 autheni§�r z�anirni [as vedflcd aa=Vdedwr&, .
vwnL
.
s
ren. omp. ors ens. omp.
A-B 27 0 B-C 531 -120
I!
Maximum Bot Chord Forces Per Ply (ibs)�
Chords Tens.Comp.
i
B-D 0 0
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 anr7'SBCA) for safety practices pnor to performing these functions. installers shall provide tempora ciriclt
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral re&aint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ranzrfts ur
as applicable. Apply pfates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to /
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI! fPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this rawing or cover page_ .
listing this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the luilding Designer per ANSIITPI 1 Sec.2.
c....,.— inf ... ff— "m thie iW. nonaml —f-- and fhn w h sitar Al PILAF, un aini—dw mm, TPI' wvv_Ininstam* SRC& wwwsbcindustrv.mm: ICC: www.iccsafe.om
{
Job N��rjtber: 36CS00051 Ply: 1 SEQN: 667979 / T21 / JACK
4EAB IAIna D.
/DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW:
Truss Label: BJ3D Wgt: 15.4 Ibs .. / ... 05/25/2018
T3
SEAT PLATE REQ.
C
3'
Loa
ing Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLgjj
20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL / W
TCDIIrt
7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 324 1157 / 309 1- / 115 18.0
BCLq
0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 44 125 / 57 / - / - / 1.5
BCD
10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.009 D - -
C 34 / 30 132 1- l- / 1.5
Des
" 37.00
EXP: C
HORZ(TL): 0.009 D - -
Wind reactions based on MWFRS
NCBJLL:
10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
P
B Min Brg Width Req = 1.5
Soffi
2.00
TCDL: 42 psf
BCDL: 5.0 sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.938
D Min Brg Width Req =
Width Req =
Loa
Duration: 1.25
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.231
C Min Brg -
Bearing B a rigid
S aJ,'n
P
9 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
a seat p
Bearing B requires a seat plate.
r
Loc. from endwall: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp_
A- B 63 0 B- C 15 -83
Lurt(,I
Topchord
2x4 SP #1
Bot
ord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Win
Chords Tens.Comp.
Member
design based on both MWFRS and C&C.
B - D 0 0
No 047182
STATE,OF
40 015A381`F 5B 8160 BB 7F49 00 99 2E 85 FB
This Ikamivaa 4.rccrf alecdrrarrisakyz ncd a ad scaled by t,ia zl Martln=
.� {rL, tk.GS736z} aa-rtSracPaYc »Jwvn a�r®tm�g a 5N:'s�S
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and the5'a�1 +sniaota. trye mfrat Cc=nxr#f dmamyd=tfark
Z&£'iu1.
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tru�1�
ses require extreme care in fabricating, handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI (Building
Cogtponenf Safety Information, by TPI ancl'SBCA) fo'r satactices nor to performing these functions. Installers shall provide temporary rrtie;i
braping per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, otn rotrerrts, ur
as ppiicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fkefer to 1
dra ings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
tru s in conformance with ANSI! fPl 1, or for handI% shipping, installation and bracing of trusses.A seal on this drawing or cover page_
list rig this drawing indicates acceptance of pro essionat 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.
A
Job Number: 36CS00051 Ply: 1 SEQN: 667980 / T13 / JACK
4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 5 FROM: AH D_ RW:
Truss Label: BJ3 Wgt 12.6 Ibs / ... 05125/2018
T
SEAT PLATE REQ.
C
T
C3 LO
Y" �
� V
i N
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Lee R / U / Rw / Rh / RL / W
B 193 / 76 • / 162 / - / 86 / 8.b
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 51 / 6 / 41
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 D -
C 64 / 51 130
Des Ld: 37.00
EXP: C
HORZ(TL): 0.003 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Cree Factor. 2.0
P
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psi
BCDL:5.0 psi
P
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.174
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.072
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 CS 1: 0.000
Bearing B requires a seat plate.
r
LoG. from endwall: Any
GCpi: 0.18
FT/RT:20(0)/10(0)
Plate Type(s):
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (lbs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Ch T
C
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C.
o
� 5
STATE O
40 01 SA38 FF 5B 81. BO BB 7f 48 00 99 ZE 85 FB ar Tug itamTra� mlasasca§ca*ljzi�ned Anzalad'ity uma lMarun=.
�EL.tk.rvtwlmC§ada9eaicteaa6mraLaingaSHWL
s�senCuat#�semde.
uzd,c�€��'d+St dne�aara nnterxu3�rmd si�naa4ar d glad
arxE ttse��T as3haatkattmSmaC�nfaet#xma=cAf�tss9ectmnk
ra�las.
Chords Tens.Comp. ords ens.1 amp.
,i
A-B 27 0 B-C 29, -105
i
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
i
�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, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary �rney�
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, on tlenrs atr
as applicable. Appty Agates to each face_ of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (refer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSIII PI 1, or for handliA shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of 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 ANSIITPI 1 Sec.2.
Fnr rn— infra fine .sae this inhk neneml notes nacre and these web sites: ALPINE: www.ali)ineitw.com: TPI: www.tolnstom: SBCA wwwsbcindusW.com: ICC: www.iasafe.orA -
Job Number: 36CS00051 Ply: 1 SEQN: 6679811 T14 / JACK
4EAB Ana "D" /DR Horton MEAB Aria "D" Qty: 6 FROM: AH DRW:
Truss IFabel: 13J1 Wgt: 11.2 Ibs / ... 05/2512018
Des
T
4"3
Criteria (psf)
Wind Criteria
20.00
Wind Std: ASCE 7-10
7.00
Speed: 160 mph
0.00
Enclosure: Closed
10.00
Risk Category: 11
EXP: C
37.00
Mean Height: 15.00 ft
10.00
TCDL: 4.2 psf
2.00
BCDL: 5.0 psf
ation: 1.25
MWFRS Parallel Dist: 0 to h12
24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
2x4 SP #1
2x4 SP #1
design based on both MWFRS and C&C.
0
12
6 � . C
2X4(A1) B
SEAT PLATE REQ.
co
o In
co
III
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 / 77 / 145 / - / 42
/ 8.0
Lu: NA Cs: NA
VERT(TQ NA
D 11 110 / 18 / - ! -
11.5
Snow Duration: NA
HORZ(LL): 0.000 D -
C -14 128 / 25 I - 1-
/ 1.5
HORZ(TL): 0.000 D - -
Wind reactions based on MWFRS
Code! Misc Criteria
Creep Factor. 2.0
B Min Big 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 = -
Bearing B is a rigid surface.
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
A-B 27 0 B-C
28 -19
a �
. STATE 0 r. JUU
Qctcea_
40 01 SA38 FF 5B 8180 BB 7F48 00 99 ZE 95 FB
Thu lter"8.aa bt-m md ualed by MA zl Mar nw.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
FE(fit.. tts.na7.t8zk as tho daft Aawn aban arms a SKI'-i
a 11;antcaf} nzadt_
=m2aatd ctsiasrmit} do:oaaantava mot crari�'r*sed smaai aa�d salad
am!the 5'fSA,=i a^.t enf€ca93e acndt rauC: ae^.ctif4td on=Ydretmnk
mtias.
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
II "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
CoriSponenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary dnerr
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
atta(hed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, �m �tstrtrrts r,r
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, f'2efer to t
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI!! PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. .
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
ancj,j use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
Job Number: 36CS00051
4EAB Aria "D" /OR Horton MEAB Aria "D"
Truss Label: CJ7
SEAT PLATE REQ.
Ply: 1 SEQN: 667982 / T25 / HIP_
Qty: 2 FROM: AH
Wat: 42.0 Ibs
613" 1 9110"1
6'3" 3'7"
0
DRW: 1
... / ... 05/25/21
6'1"4 1_ 3'2" 16'1
6'1"4 9'3'4 9'101
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 loc Udefl U#
Loc R / U / Rw / Rh / RL / W
B 326 / 154 1- /- /- 110.fi
TCDL: 7.00
Speed: 160 mph
-
Pf: NA Ce: NA
VERT(LL): 0-014 G 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.038 G 999 180
E 410 / 129 /- / 0 / 0 / 1.6
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 168 / 132 I - l - I - 11.5
Des Ld: 37.00
EXP: C
HORZ(TL): 0.007 F - -
Wind reactions based on MWFRS
Code ! Misc Criteria
NCBCLL: 0.00
Mean Height: 15.00 ft
Creep Factor. 2.0
B Min B Width Re 1.5
r9 q =
Soffit: 2.00
TCDL: 4.2 psf
BCDL:5-0sf
5-0 P
Bldg Code: FBC 2017 RES
g
Max TC CSI: 0.316
E Min Big Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.308
D Min Brg Width Req = -
gearing B is a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: No
Max Web CSI: 0.247
Bearing B requires seat plate.
Loc. from endwall: NA
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Wind Duration: 1.60
Plate Type(s):
WAVE
Maximum Top Chord Forces Per Ply (i Is
VIEW Ver: 17-02.02.1208.15
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
40 01 SA38 FF588180BB7F480099.2E85FtB
murtetr<3rts8srsn akrSs�antca,Yr; s3pied xtaladiry 66 ms lMarttaex�
a'�E(rl, tPz.tLAii#2j mvkedztsshavanalx tabu 3SHA-1,
ir.�U�taT�aausla_
tcd sapxihazsd .avm arM crsasivil s4wdxnd mind
asap the Si",sa�? suthentitasis�s*.�e nit iaaucdfbd wr=V dCCtMnU
mytas,.
8
Chords Tens.Comp.
Chords
Tens.
WuiN.
A-B 9 -6
C-D
59
-74
B - C 295 - 638
Maximum Bot Chord Forces Per
Ply (Ibs);
Chords Tens.Comp.
Chords
Tens. Comp.
B- G 578 -259
F- E
0 1 0
G - F 570 - 262
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp-
G-C 181 0 C-F 314' -684
�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
Componen[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �rry�j
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om mtrerrts,'nr
as applicable. Appty pplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. rtefer to !
drawings 160A-Z forstandard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIIfP1 •1, or for handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
;:--- inf—ti— sag this inh•s neneral not— nave and these weh sites- ALPINE* www-alninedw.com, TPI: www.toinst.om: SBCA• www.sbcindustrv.cGm: IM www.i=afe.om
Job Nut l ber. 36CS00051 Ply: 1 SEQN: 667983 / T26 / HIP_
4EAB a "D" /DR Horton MEAB Aria "D" City: 1 FROM: AH DRW:
Truss (label: CJ7A Wgt 42.0lbs / ... 05/251201B
J
SEAT PLATE REQ.
6'3" _i_ 9110"1
6'3" 3t7"
7
1 5"
6'1"4 3'3"12
6'1"4 9t5"1
5"
1 "1
Loadiiilg
Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL:
20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U#
Loa R / U / Rw / Rh / RL
/ W
TCDL.;
7.00 Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.013 G 999 240
B 303 1204 / - I- 1-
/ 10.6
BC1
0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.038 G 999 180
E 353 / 165 / - 10 / 0
/ 1.5
BC[
j 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.004 F - -
D 31 / 15 /- /- /-
/ 1.5
Des Ld:
EXP: C
37.00
HORZ L 0.007 F
(T )
Wind reactions based on MWFRS
NCB CL:
Mean Height: 15.00 ft
10.00
Code / Misc Criteria Creep Factor. 2.0
B Min Br Width Re 1.5
9 q =
Soffit:
TCDL: 4.2 psf
2.00
Bldg Code: FBC 2017 RES Max TC CSI: 0.200
E Min Brg Width Req =
Load
BCDL: 5.0 psf
uration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.301
D Min Brg Width Req =
Bearing B is a rigid surface.
Spa
P
�: 24.0 " C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.233
Bearing B requires a seat plate.
Loc. from endwall: Any
FT/RT:20(0)/10(0) Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per
Ply (Ibs)
Wind Duration: 1.60
r
WAVE VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Camp.
Lumb'
A-B 14 -11 C-D
51 -66
Top chord2x4SP#1
B - C 316 -590
Bot c
0rd 2x4 SP #1
Webs
2x4 SP #3
j
Maximum Sot Chord Forces Per Ply (Ibs)
Speci
I Loads
Chords Tens.Comp. Chords
Tens. Comp.
-(l
limber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: F
TC
om 0 plf at -1.41 to 55 plf at 0.00
om 2 at 0.00 to 2 at 9.84
j
B - G 550 -278 F - E
G - F 538 - 276
0 0
,
BC:
plf plf
rom 0 plf at -1.41 to 4 pif at 0.00
9.84e
p
,.
Maximum Web Forces Per Ply
BC:
rom 2 plf at 0.00 to 2 plf at
(Ibs)
TC:
-7 lb Conc. Load at 1.41
1
��v
Webs Tens.Comp. Webs
Tens. Comp-
TC:
99 lb Conc. Load at 4.24
'b
TC:
222 lb Conc. Load at 7.07
G - C 271 -62 C - F
331 -645
BC:
23 lb Conc. Load at 1.41
NO
BC:
96 lb Conc. Load at 4.24
BC:
174 lb Conc. Load at 7.07
Wind
-
Wind
pads and reactions based on MWFRS.
$TAT E OF�
40 015A,38 FF 5B SI B0 BB 7F 49 00 99 2E 95 FB
rklt mdsul¢dby Ms zl Mart§ces,
F£ 4fr1, tk.CA8FH2Iast tAc uaSc:;ha�vrs a6cx� 3g a 5%A1
atttlf¢nt3taS�d¢.
i
mated cr sttishia salad
ma6ttn fw2ss�;v¢nt4ca9s suae!¢mraibowvif"andmow d"tmnk
=AOL.
li "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
4I "'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss s require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Comp nenl Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrney
bracing per BCSI. Unless noted dtherriise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachgd rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10, �ht fatrtttls air
as appplicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to
drawings 160A-Z for standard plate positions.
Alpine a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss irl conformance with ANSITfPI 1, or for handling shippingp, installation and bracing of trusses.A seal on this drawing or cover pa e_ .
listing ithis drawing indicates acceptance of professional engineer in responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
Gable Stud Reinforcement Detail
A-S=CE -T- 10, 169 mph-W-and Speed,-15' -Mean-Height,- Enclosed; Exposure C, -Kz-t- = 1,00
Ors 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ors 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00
Ore 120 moh Wind Sneed. 15' Mean Helaht, Partially Enclosed. Exposure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) lx4 'L' Brace ■
(1) 2x4 'L' Brace is
(2) 2x4 'L' Brace N
(1) 2x6 'L' Brace to
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
S P f
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
03
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
U
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' r
9' 6'
12, 0'
12' 6'
14' 0'
14' 0'
n%
Q
H F
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' ill
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
1 9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
(U
I
D F L
#2
3' 10'
1 6' 7'
6' 10,
7' 9'
8' 1'
9' 3' 1
9' 7'
12' 2'
12, 8'
14' 0'
140'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
I1' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' B.
10' 4'
13' V
14' 0'
�-%
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
Ill 0'
13' 11'
14' 0'
14' 0'
14' 0'
U
S P F
F
#3
4' 2'
7' 1'
7' 9'
e' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
Stud
4' 2'
7' 1'
7' 6'
e' 9'
9' 1'
10, 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
H
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
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' V
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' S'
7' 6'
7' 9'
8' 10,
9' 3'
10' 7'
11' 0'
13, I1'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, I1'
13' 4'
14' 0'
14' 0'
14' 0'
01
I
D F L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10' 10,
Il' 10'
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10, 2'
10' 7'
1 12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
/5
S P F
#3
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0
1 14' 0'
L3
U
Stud14'
0'
O
Standard
4' 7'
7' 0'
IT 5'
9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
#1.
5' 1'
8' 5'
e' 8'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
e' 3'
8' 7'
9' 9'
10, c"
11' 7'
12' V
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
.--H
I
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Stnndard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12' 0'
13' 7'
14' 0'
14' 0'
14' 0'
able Truss
A,
Diagonal brace Option -
T
vertical length may be
doubled when diagonal
18
)f
brace Is used. Connect
L
diagonal brace for 600M
at each end, Max web
Brace
total length Is 14'.
ilE31E
l
2x6 DF-L #2 or
better diagonal
T
1
Vertical length shown
(
bracei single
81
In table above.
or double cut
LA
45•
(as shown) at
upper end
Connect diagonal at
midpoint of vertical web.
" -' .
Refer to chart above for n
"VARIIINGles READ AND FOLLOW ALL NOTES -ON THIS DRAWDNB
-INPDRTANTea FURNISH THIS DRAWWG To ALL CONTRACT M DtC1.l1DING THE INSTALLER&
Trusses requtm extrene care in fabHcattng, hnndUng,-shlppiree, Installing and bracing. Refers; to and
Foaow (.test Careponent Safety Infornation, by TPI SBCA) far,.s.fety
'Q
the e,Rtion of BCSI (Bent 0 and
practkas prior to perfomeng tease functions. Installers shall provide tarporory 6raIng Per l
Uretess noted otherwise, top chord shall have property attadted stwetural sh¢ot)dng and boltgdroll
Z
shall have . properly attached riokl crtl . Locations shorn for pertmnent lateral restraint of webs
shalt Fmve ld or RIO, p.ppppltasteam.. Apply pintos to each face
ass per SCSI cachous
_
J
of truss and ppoosltJ60 as form above and on the Joint DetaOs, untese noted otherwise!.
si to. the s
'•
Refer to drowinps 160A-z for standard plate Iwsltlons
Ms pindiv e, . kon lof TTW Budding Conponarets Group Inc shalt Trot be responstlete far any devl.tlon from
w �1
AN rtWCOMPANY
thidrawing, any fallum to build the truss In confornance with ANSI/TP1 1, or for harre na, "ping.
9y"p
Installation 6 bracing of trusses.
A seal on this drawing Or cover page Ilsting this drawing, b'alcntes acceptontce of professional
9
'
er'gine'en',n0 re ttyy solely for the design sham. The sWtoWuty onq use e>P this tlrnwinp
13389 Lakef,ent Drive
for my sM+e taw respoesslblUty of +1e Sugdep Deslp'ar Per ANSI/TPI i SerB
Earth City, MO 63045
For more Information see this Job's general notes page and these web sites'
ALPINE, nwatphattweonr TPI,www.tpinstorge SBCAl er-s6eindustry.orge ICQ wnJetp:aFaarg
it
Bracing Group Species and Crudest
Group AI
S ruce-Pine-Fir Hem-Flr
#1 / #2 Standard #2 1 Stud
#3 1 Stud 1 1 #3 IStrindard
uoucelas Fir -Larch Southern Pine%IXX
#3 #3
Stud Stud
Standard Standard
Group Fit
Hen-FIr
NS 6 8tr
#1
Do as Fir -Larch Southern Plnewww
at al
#2 a2
Ix4 Braces shall be SRB (Stress -Rated Board).
:wFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 piF over
continuous bearing (5 psf TC Dead Load),
Goble end supports toad from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3,0' min) naps.
X For CD 'L' brace' space nails at 2' o.c,
In is' end zones and 4' oc. between zones.
)K iWor (2) 'L' braces- space nulls at 3' o,c.
In 18, end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
.Vertical Len tin No Splice
+ Refer to common truss design for
peak, splice, and heel plates,
Refer to the Building Designer for conditions
not addressed by this detail.
Less than 4' 0'
Greater than 4' 0', but
less than 11' 6'
Greater than 11' 6'
//SMTS OF
���?� MAX. TOT, LD. 60 PSF
X. SPACING 24,0'
EF ASCE7-10-GAB16015
ATE 10/01/14
RWG A16015ENC101014
Gable Stud Reinforcement 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, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Fir, 120 mnh Wind Sneed. no' Mean Helnht. PartlaLLv Enclosed. Exoosure D. Kzt = 1.00
2"Brace
Gable Vertical
Spacing Species IGrade
No
Braces
(1) lx4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace n
(1) 2x6 'L' Brace lT
(2) 2x6 'L' Brace x
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' 2'
11' 7'
12, 0'
13, 9'
14' 0'
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
U
O
F
HStandard
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' 11'
13' 71
14' 0'
3' 6'
4' 7'
4' It'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
QJ
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' it,
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
#2
3' 8'
6' 1'
6' 6' 1
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
oi
D F L
#3
3' 7'
4' 10'
5' 2' 1
6' 5'
6' 111
8' 9'
9' 1'
10' 1'
10' 10'
13'
Stud
3' 7'
4' 10'
5' 2' 1
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' 1'
7' 9'
8' 3'
8' 11'
9' 7'
12, 2'
13' 0'
U
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
a, 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'
8' 8'
9' il'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
LJ
u
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' Il'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
O
�l F
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' 10'
12' 8'
14' 0'
14' 0'
#1
4' 5'
7' 3'
7' 6'
8' 7'
e' 11'
10' 2'
10, 7'
13' 5'
13, I1'
14' 0'
14' ('
/
11
P
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10' 1'
10' 6'
13' 3'
13, 9'
14' 0'
14' 0'
#3
4' V
5' It'
6' 4'
1 7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
0)
D F L
Stud
4' 1'
5' 11'
6' 4'
1 7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4. 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5-
10' 2'
il' 0'
Ill 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
Ill 6'
14' 0'
14' 0'
14' 0'
14' 0'
CS
�`
U
O
S P F
LI F
1 1
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, 11'.
it' 51
14' 0'
14' 0'
14' 0'
14' 0'
Stud
4' 5'
7' 7'
B' 1'
9' 2'
9' 6'
10' li'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' S'
6' 6'
6' 11'
8' 8'
9' 3'
10, ill
11' 5'
13' 7'
14' 0'
14' V
14' 0'
X
#1
4' 10'
8' 0'
a, 3'
9' 5'
9' 9'
11' 2'
Il' 8'
14' 0'
14' 0'
14' 0'
14' 0'
P
#2
4' 8-
7' 11'
8' 2'
9' 4'
9' e'
ill 1'
ill 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
Il' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
01ia— I
D F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
il' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1•
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12'
1 14' 0'
14' 0'
Atioutj�
able Truss
Dlagonal'brace option,
rS
T
vertical length may be
doubled when diagonal
18'
A
brace Is used. Connect
L
I
diagonal brace for 690#
'L'
-II-
at each end. Max web
Brace
total length Is 14'.
i
le
2x6 DF-L #2 or
better diagonal
r
I
Vertical length shown
brace) single
8'
In table above.
or double cut
L
1
45'
(as shown) at
upper end.
Connect diagonal at
midnoint of vertical web.
AN RW COMPANY
lily 1_¢� 141N, Refer to chart above for m(
—VARM NM— N3AD AND FMLDV ALL IaTES a THIS DRAVM
e.WMTANTo FURNISH THIS DRAVM TO ALL CUNTRACTCRS INCLUDING THE DSTALLERS.
Trusses require extreme core In fabrkating, handling, shipping, mstalling and brochg. We, to
follow the late
st option of SCSI Quilting Component Safety Infornaton, by Till and SBrA) Par safety
practices prior to performing these functions. Installers shalt provide tenporory lxadng per SCSI. e
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs
shall have bracing installed per BCSI sections H3, B7 or 1110, as applicabte. Apply plates to each face
of truss and position — shorn above and on the Joint Detaes, unlless noted otherwise. 7C
Refer to drawings 16OA-Z for standard plate positions.
Alpine, division of ITV Building Components Group Inc. shall not be responsible for any deviation from
this d-wllg, any fagure to build the truss In conformance with ANSI/TPI 1, — for h ndtna, sh1ppam, y .�
hstallaton L bracing of trusses. - y
—A-seal-an-ttdw_drawbna_ or -cover bane Ilstino this draw4a. Indicates ecceotamce of arofessloal
eng�eer�g respansibalty-sdeLp-P =the- sm:�Fee=sWt361liY=o.rrs.:-nSec.& rol
13330 Lakellonl Orivo for arly strucWre is the respandbWty of a Bull�rig Deslgnlr per ANSI/TP[ 1 Sec2.
Eenh City, MO 63045 For none Information see this ,fob's general notes page and these web sites,
ALPEND wwwaloineitwcam, TPli www.tolnst.ora, SBCAl www.sbctndustrv.cro) 1CC9 wwwlccto
'r ENs�
NO, 47",
th.
0
Bracing Group Species and Grades,
Group AI
S uce-Pine-Fir Hem -Fir,
Standard 11 1 02 1 Stud
43 Stud 1 1 #3 IStandard
Dou (as Fir -Larch Southern Pinewww
03 fl3
Stud St.d
Standard Standard
Group BI
Hem -Fir
01 4 Btr
#1
Dou las Flr-Larch Southern Plnesww
0L #1
fl2 #2
Ix4 Braces shalt be SRB (Stress -Rated Board).
wwFor Ix4 So. Pine use only Industrial 55 or
Industrial. 45 Stress -Rated Boards. Group B
IJ
values may be used with these 411 .
Gable Truss Detail Notesi
Wind Load deflection criterion is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d <0.128'x3.0' min) nails.
X For <0 'L' brace, space nails at 2' o,c.
In 18' end zones and 4' ac, between zones.
Far (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 807. of web
member length.
11 Gable Vertical Plate Sizes 11
Verticol 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, spllce, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-15AB16030
DATE 10/01/14
DRWG A16030ENC101014
PATE OF
.<.// P/,9 MAX. T❑T, LD. 60 PSF
MAX. SPACING 24,0'
IT
Relnfoi
Ment
Go,
Tr
Gable_ _D_etaR
For Let -in- Verthcats Gable Truss Plate Sizes
�� } If web has a scab brace, then webs Refer to appropriate Alpine gable detall for
over 48' from Joint to Joint need minimum plate sizes for vertical studs.
to be braced with 'L' or 'T' braces.
Brace Is 90% of member length. ♦)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 overlapped plates to span the web.
AP
~sssp6 + Examplen 2*2X4
s yr
2X8
AP 'T' Reinforcement Attachment Detail
Pq In
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nailA, - Or - End -nail
IN
v
No ' or
braceerequired .}
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 (0148'x 3.1,min) Nails at 4' o c. plus
(4) nails In the top and bottom chords.
Toenailed Nallsi
10d Common <0148'x3',min) Toenails at 4' o,c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10035051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detall Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENCI01014, A12030ENC101014, A1403CENC101014, A16030ENC101014,
A1803DENC101014, A20030ENC101014, A20030ENI)IM014, A20030PEDIGIO14
See appropriate Alpine gable detall for maximum unreinforced 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% = 1.3D
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
L30x8'7'=11'2'
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30 Y.
2x6
20
^
lull\\V'II
��OI\ n�
V
AN RW COMPANY
133891akeCanlD ve
EaihClty.n10045
"VARNI*U0 READ OW Fa1a" ALL MOTES ON Tin DRAVD�iI
ONDFURTANTwe FIRNnN TI6 DRAWING TO ALL CONTRACnRS Dimmu G TIE ItSTALLFAS.
Trusses t,=@ extreme care In fabricating, handit, shipping, InstalU and bracing. Refer to and
folios the latest edition of M= a�ang component safety information. by M WW SBW for safety
practtees prior to performing these functor& Installers shall provide temporaryY �br per tics).
Unless noted otherwise, top chord shalt have properly attached structurat sheatiwnp and boom chard*'
shall have a property attached rigid cantina Locations shown for permanent lateral restraint of webs
J or DID, et , applicable. Apply pUtes to each face
shall have and
installed ases ow. SCSI sand an the
position
of truss ¢nd podibn as shown above and on the .blot �toUc, unless rated otlnerwlse.
Rofer to drawings 16CA-Z far standard plate positions.
Apine' a division of ITV aWdna conponents Group Inc, shall not be responsible for any deviation from
this drawig, any follure to bull the truss in cornformance with ANSLOTPI 1, or for handling. shipping,
installation 6 bracing of trusses.
A seat on this drawl g or cower pope ust6V this drawing. Indicates ac=p " of professiorwl
arngYwrering respolfbllkv sdehy for the aksfon shown. The sullabRlly and use of Ws O-aw4np
for many structurw Is 1lx retpaufRly of the ftedi g Deslgrrr. per ANS A 1 S m
Far' more Information sew ttus ,pb's pwnerol notespagw arW these web sites.
aLPIND www.aphelt.conl TPD w. tphstorgr sacs we■sbchdu argr Ica wwwlccsafe.orp
ka�i» M °Jai
q qC'b ehtS,�Co b�
-. ria asrsez, �hx �
- Z
S-,v. STATE Or F
L
snse....esnaoonae.
�... """'""'•""
- - � y �
-•-
MAX. TOT. LD. 60 PSF
REF LET —IN VERT
DATE 10/O1/14
DRWG GBLLETIN1014
DUR. FAC. ANY
MAX, SPACING 24.0'
X Hip Frame Details Hip Frame
I A V A n,:._ B -1
2:
'R'
Lthed
Use this detail
ASCE 7-10, 180
fors
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame - provided by truss manufacturer,
Hip frame is designed to provide bracing for flat top
ASCE 7-10,
160
mph,
30'
Mean Hgt,
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,
Structural
nnels must be properly attached directly
Residential,
Wind TC
DL=4,2 psf, Kzt=1,00
To hiQta�1 S��►L
li! lwrlins,
—VARNRlfiw READ AM FMLDW All NOTES W THIS BRAWBUB �- Q� GEN -�� "I REF HIP FRAME
lV(PRTANTr+ FUR!M THIS DRAWING TD ALL CONTRACT= INCLImWG THE INSTALLERS. t1 ,,t�
Trusses require ertrem care In fabrlmtin0, handling, %Hpphg, lnstalllrQ and bracing. Refer to and �\ tS� \"
fart
the tat.st amtbn of BCSI CB.
C-0-ont Snfaty Iniornatlon, by TPI and SBCA) for safety Na DATE 10/O1/14
pr.stices prlar to perforntng them functions. In^"taUers .Zt == teripororyy Madr�g per BCSI.
Unless noted otherwise, top chord shall have properly attached structural sheathing and hotton chord _ �. / c DRWG HIPFR1801014
, � shall have a property attached rigitl caflarg Locatlans dorm for parnanent lateral re to a of Ohs, = =
shell have hracing hstnlled per BCSI wectlans B3, B7 or H10, as npolcaMe. Applyy plates to each face
aF truss and position as shorn above and an the Joint Betats, unless noted atherrlse. = jlJ+, q,7C OF
Refer to It beings 16OA-Z for standard plate positions. ( C �J
Ab4+e, n dlvblon of ITV Hukdtnp Co --eats Group Mc shot( not be responsafle for on deviation fron S � Q^
ai tiWOOMPANY tNs drarhg, any fo8ure to build the truss h conFarnnnce with pNSLTPI 1, or for Hmnd ng, sWPphW,
hstaltatlon L brash of trusses. gyp, I5 , �(u•
A seat on this drasho or cover pace Ustha this daring, hdtcates acceptance of professlonol
13389 Lakefront Drive for any structure W the responsibility of the BURdirlg Designer per AMWIPr.-1 ieCC
r Earth Clty,M063045 For nore InFornation see this Job's general notes page and these reb
ALPINE, rrralphelte.conl TPB nrtpfttorgl SBCAi rr..sbctndustryorgf IM we
v
Valley Detail
- ASCE 7-10: 160 mph, 30' Mean
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,
shalt be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
3X4
12
12 Max,
2X4 X4
f-- 8-0-0 max --i
4X4
20-0-0 (++)
Supporting trusses at 24' o.c, maximum spacing,
Height, Enclosed, Exp. C, Kzt=1,00
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% 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 purlin spacing as specified on
Engineer's sealed design,
XXW Note that the put -tin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Valle
Spacing
Pitched Cut
Bottom Chord
Valley
Toe -nailed
•a
Q� G\�9�
S9O
Square Cut
Bottom Chord
Valle
2X4 4X4
Stubbed Valley ❑Ptional Hip
End Detail Joint Detail
mWARNM- WAD AN0 iOUMV ALL NO= IM T= MRA`DU IVIA ., TC LL 30 30 40PSF REF VALLEY DETAIL
f MDPMTAHtn M=i UM BRAVRG M ALL fBARACMRS IHCLUUM THE ESTALLOM
Trusses regWre extrene care b fobrkotlM, handling, sh1pph9, hstWUng and bmdng. Refer to and
e 111, the latest dllon of BCSI CB111, Ca.ponent Safety Wornotian, by TPI and III for safety ,`�Q �(',l={�{.�, �'� �'C DL 20 15 7PSF DATE 10/Ol/2014
iw'etkes Pr or m Perfo-An these Funetbns. installers sh.0 provide tenporory brodng par BCSL `
. rated otH.r.ee, top dwrd Ott h— property aU.d-d etruceuW sFxathdg and bottan more ? DL 10 10 10 PSF DRWG VAL160101014
shaU have a properly attached rimgIe ee1W.g. Locatbns shorn for parnonent loierol restraint of ebs
shall have Mac hetolled per BCSI sectlono B3, B7 r Ble, as appUcable. Appty plates m each face Z .1
of trots and pohs�tbn ae sha.n abay. and an the wins BetaBa, unlrss noted atherdse. , Blr LL 0 0 0 PSF
Refer to dro.hoe I6CA-Z for stwWard plate positions.
Atpine, a W W— of ITv Mdak Components Irc. shag not be respanslble for an devWtlm from - TOT. LD. 60 55 57PSF
Aid ITW ODMPANY thh draebg, any fWwre m bu0.�ttw truss b con ornnnes efth ANSI/TPt L or for herglb,p, sMppbg. TE of
lnstaUatbn i bradeg of trusses.
A snot on this droving or cover page UsthB thk dm*V, kxecates occepto of professlonal
or�g�erho responsmut solely far srle ciez shorn The swtaw!cr ana vse of try mra.ae ,�,3 UR�FAC.1.25/1.33 1.15 1,15
13389 Lakefront Orive for any e k recpm�ctbany of the Buldng DeslBner per At6t/iPI 1 Sec2 / -j l .?;�
IN
EaM 01),, MO 63645 wi a For more hfornntb�see fink ,lob's pecerat notes pa�e and thesro 1eeb s�rse..,.... �'Jn,.. , rl1:CaZ.a�� SPACING 24,0'
MR
a
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Hldg located anywhere In roof, Exp C, Wlnd DL= 5.0 sf (min), Kzt=1.0.
Or 140 nph wind, 30,00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0,
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shad
provide diagonal bracing or any other suitable anchorage to permanently restrain purtins, 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.
lea Refer to Engineer's seated truss design drawing for piggyback and base truss specifications.
Detail A I Purlin Spacing = 24" o,c, or less
12
ends ana az CY- Max O.C. Spaong in lay awvvn.
Detail B. i Purlin Spacing > 24' o.c,
12
Up to 12
Piggyback cap truss slant malted to all top chord purlln
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #3 grade scab (I side only at each end)
attached with 2 rows of IOd box malts <0,128'x3') at 4' o.c,
Attach purlln bracing to the flat top chord
using a minimum of (2) 16d box nails (0.135'x3.51).
Purlin Spacing )
FuLt Top Chord Scab (Typical Each End) ChordFlint top chord purtins required at
Depth both ends, purlln spacing > 24' o,c.
Note. If purtins or sheathing are not specified on the flat top of the base
truss, purtins must be Installed at 24' o.c. max. and use Detail A.
WN7NIIIfiv>, REM AND FOLLOW ALL NOTES 13N THIS DRAWBRB �`v�L 11�
w WTANI" FMGSH WS DRAVMG TD ALL CWTRACTORS Daa.UDe1G THE 3NSTALLERS. �� C1 '1
Trusses require extreme care In fabricating, handling, shipping, Instating and bracing. Refer to and r.
folios the latest edition of HCSI (Building Component Safety Information, by TPI and SBCA) for safety S \,\V EI'�_L,
practices prior to parforning these functions. Instdtters shall provld¢ temporary bracing per BCS1. A VV�
Unl se noted otherwise, top Nord shall have property attached str— at sheatWng and bottom chord ,V
a, shalt have a properly attached qgld —11 ng. Locotlons shorn for permanent lateral restraint of webs
r1� shall Nava bracing Installed per HCSI sections 83, 87 or 810, as applicable. Apply platys to each Pnee —
�I��`�_11)) of truss and pposition as shown above and on the Joint Details, unless noted otherwise. _
Refer to drawings 16OA-Z for standard plate positlo—
Alpine, a division of ITV Building Components Group Inc, shall not be r¢sponoble far anyy deviation from
AN fl'WOWPAW tNs drawing, any fallure to build the truss In conformance with ANSI/TPI 1, or for handling, Shipp".' 1 � Ail c Or
13389 Lakehont Drive Ifor amy
Earth City, MO 63045
of the RAdng
and these web sites,
trvoral ICC, wwwlccsA
Piggyback cap truss slant nailed to all top chord
purlln bracing with (2) 16d box nails <0.135'x3.5')
and secure top chord with 2x4 #3 grade scab
(I side only at each end) attached with
2 rows of IOd box nails (0.128'x3') at 4' o.c.
Attach purlln 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 following, (1) 3X8 Trutox
plate attached with (8) 0,120'xl,375' nails, (4)
Into cap TC L (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' malls. Note, Nailing thru holes of _
wave plate is acceptable.
is In additlon, provide connection
with one of the following methods,
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trutox plates for 2x6 and larger chord
members. Attach to each Face e 8' o.c. with (4)
0.120'xl,375' nails Into cap bottom chord and (4)
In base truss top chord. Trutox 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) 6d common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) in base truss top chord. Gussets
may be staggered 4' o.c. front to back faces,
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face).
Attach a S' o.c. with (6) 10d box malts (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.
281513 Wave Piggyback Plate
One 28PB wave pigggyback plate to each face
@ 8' o.c, Attach Eeeth to pipback at time of
fabrication, Attach to support
no truss with
(4) 0.120'xl.375' nails per face per ply,
Piggyback plates may be staggered 41 o.c. front
to back faces.
SPACING 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
-- -- — - -- - ------ - -
-- -- - - - -
This detall Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement Method is desired,
Notes!
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative,
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
20 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x600
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
(YO Center scab on wide face of web. Apply (1) scab to each
face of web.
T-Reinforcement
Or T-Reinf.
L-Reinforcementi or
L-Reinf.
Apply to either side of web narrow face.
Attach with lod (0.128'0.0',min) nails
at 6' o.c. Reinforcing member is
a minimum 807 of web
member length,
'T-Reinf, L-Reinf,
Scab Reinforcervlenti
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d <0;128'x3,01,min) nails
at b' o,c. Reinforcing member is a
minimum 80% of web member length.
Scab Reinf.
ovawlnaa.w REAB FOLLOW ALL NOTES ON 11114
.a`t- 4 '�.
TC LL PSF
REF CLR Subst,
wwD�QtTANTea FURNISH TiOS 11RAVQdfi TO ALL CWTRACT�2S INCLUBIt1G THE HISTAI.I.ERS
W MM THE
Truewas reyulre ..tram. care a fab lcathg, handOng, Shlppelg, instatUng and bracing Refer to and
��� �i�
,��
`
TC DL PSF
DATE 10/Ol/14
fallow the latest efDtlan If HCSI GBuA�Ang Component Safety Irlfornnilon, by 1 Intl SSA) for sofety
proctkes prbr to performMg these 1"uncU-9. ['"tillers shall provttle tempowry bract per BCSL
Unless rated otherwise, top chord shall have properly attached structural sheatHng and bottom chord
`moo ��'.�
^ A� /��
` �,� tVs� �l�q 'i
T1`
C DL PSF
DRWG BRCLBSUB1014
v
d �O
shalt have a properly attached rigid writing. Locations shorn for pernonent lateral restratnt of webs
cholt have bractng b+stalled per III sections B3, B7 or BIG, As plicobte. Apply plot" to each face
of truss and ppoosition am shorn *hove and on the JAM Det*ks, unless noted otherwise.
Refer to drawings 169A-2 for standard plate positions,
_
= .
$_ C LL PSF
ine, a rgvlslon of ITV BWlding Conpanents Group 2nc. sh*ll not he resp*nslble for any devlotlon iron
g�r.
QT, LD, PSF
AN rtWCOMPANY
drawinga Y faRure to bJtd tha truss In canfornance rlfh ANSVTPI ior Por Fandlingsh�Ping
-0 Jar(•Eor
y
jsp
aneerllg respmisbriity sdetr For the design shorn, The sultalNUty and use of tots drowMg
ni� �{, ({,P<
0rt
DUR, FAC,
13389 lakefront Drive
for ony Is the respanslb4ity of the Bu0.dtng Designer per ANSVTPI 1 See2
1 t✓
SPACING
-
Earth City, MO 63045
For more tnformotion see this job's generol notes page and these web sites
ALPINEt wwwAlpinaltw.com7 TPI, www,tphstorm SBCA,—shclndustrvw`Ri ICa www1ccs*fearg
4� - 1 {F`1A) a r 1'@��F .•id
Cracked or Broken Member Repair Detail
Load Duration = 07
This drawing specifies repairs for a truss with broken chord Member forces May be Increased for
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members, No more than one break per chord panel
and no More than two breaks per, truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nailing distance on each side of damaged area <B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
secles as damaged member. Apply one scab per face.
Minpimum side member length(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nail Into 2x4 members using two (2) rows at 4' o.c„ rows staggered.
Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered,
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
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.
—iTypical ~
+ O + O + O + O
O + O + O + O +
--1 2' 1—
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nailsi
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row taggered
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
I
4
975#
1 1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
30'
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
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#
s
L
Minimum B
L Distance
Nail Spacing Detail r-1 F°9—MA
—VARNING" READ AND FULLOV ALL WXS ON THIS BRAVDVG! `�
..INPORTANTm FURNISH THIS DRAWING TO ALL CBIIRACTURS BNCLUIl1NG THE INSTALLERS.
Truscvs require xtrena care M fabric.". handling, shipping, lrnstolft and brackV. Refer to And
Follow the latest edition of SCSI (BUILdng Component Safety Information, by TPI And SSCA) far fury
pr cotes prior to performing these functlons. installers shot[ provide temporary brndng per ECSI. IN
Unless noted tithe,.-. top chord shall have properly attached structural shent)dng orM bottom dior L
n shot[ have properly attached rig? ceiling. Locations slam far permanent lateral rostra49t of webs
shall hove bracing Instntletl per BCSI wctWns B3, 87 or B)e, A. apdicAbla. Apply Plates to each Face
of truss And position as shorn above And on the JoWt DetalLs, untess noted otherrlse, n�
Refer to dwetn s 16OA-Z for standard plate positions. V
0
Alpine, a division of ITV Building Components Group Inc shag not be responsible for an devimtbn from
AN TTW COMKW this drawing, onY faAuee to_bultd_the-tr s5=ln-confwa+atxe-rith=ANSI(1PL-l;�efo�hn 0�-sl+>RWng
Ad AM �aC�rYp - cover page Usttmg this drasbV, Indcates acoeptnnrx of professional�o�
engkaerknB respnnaYlllty sdNy far the lestp+ s'haeM1 The svltobslty Alxl use Of' this tlrarkng
13389 Lakefront Onve fir any structure Ls the respansm°Ity of the Building Designer per ANSI/TPI I Sec.2.
1338 Cakefrot Dra For more information see this Job's general notes page and these set, sites, u/fft�`Y CYA 1;1
41, ALPINE vaatokwite.com TPB rre.tpinat.orm SBCA, rn.cbctndustryorgi IM vdcccoF9,arg IIt A ilk IUI
L
Hinlnum
L Dstance
B
L
9"�
PACING 24.0'
EF MEMBER REPAIR
ATE 10/01/14
RWG REPCHRD1014
n
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO. TRIM FILLER
f EXISTING FILLER
— SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
— USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
— USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
— LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION.
— IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
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).
BILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING_AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS
NnTFn- ON- THIS- SHEET --- - -
f USE THIS DETAIL FORT
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP
:RI❑R'BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME,
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
BER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS <IF)4'—O').
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY
CHANGF RASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,___-__
I SHOP APPLIED
— USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT.
— IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
— PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS.
— CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
— JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH <3) 10d BOX
(0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE
— MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0.113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED,
— VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
(0,120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
— IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS -
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH
(6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE
FACE ONLY). .....
"DIV RTAW F I A°mUVN70M Two °ALL CMIwT S W TW VWALLERs. .�• Tie— iVlqREF BC FILLER
REF
Trusses require rstrme care h fabrlcntlng, handgng, shipping, Installlnn and brochp. Refer to and ` `��n •(3°'�' DATE 10/01/14
foTrw the latest emtlon of BCSI ( FaM Con , h—d Safety Iniiornnt(att y and
and SBCA) for safety t7
g=ticas Prior to performing these Functlons. Imtntlers shall provide tempura brarJng per BCSL
a noted otherwise, top chord dxilt have property attached str�iuraI she. and bottom chordN DRWG REPBCFIL1014
v shall have a properly attached rlpkl ce0.hg. Locotbns sham for pernment taternl restraint of webs
a �ll shag have and
post installed per abbo[ and an th J or 810, as applies no Apply plates to each face
of truss aM position as sham above and an the Joint B10, s, unless Le. otherwise.
Refer to dradngs 160A-Z far standard plate P—M.—
Mpine, n divlslon of RV 8u0. J1np Components Group Inc shall not be responsible for anY devWtbn frofj` Ai f}P
AN fIWMMWW this drnwNg anY FnOury io Iudld Mr truss o conFo xnnce wtth ANSVTPI t, or For FandOrg sh PP�9, Q ! ti
installmt L brocing of trusses,
A meat on this drow0q or cover pax usttnp this arnwlnp, bwgcotes acceptance oP professlaral : 9 '�,� �,�11 rj l �P' ,f4�ct r
respons�yltt�v. saety For the dear shaven, The �stab0[ty and use oP this drawr,p : �% SJ f-y R �,v y
13389 Lakefront Odva for
aucbre Is the reans64ttY of the 9dlesnR Deslgrwar per Altt[/IPI I Seel ��� �[f t:'�, ��a
Earth City, MO 630a5 For note lnkmrn tlm see this Job's general notes page aria! these web attest
ALPRE, www.ntolmit—one TPli ww.tolnat.arm SBCA, www.sbcindustrvorm ICQ wwwlccscfe.ora
SCAB 2X4 OVERHANG DETAIL.
ASCE 7-05 120 Mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof;
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00,
ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D,
30.00 f t Mean hgt, located anywhere in roof, -
wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00,
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length. Attach
overhang scab to one face of top chord with 10d box (0.128'x3,0', min)
nails at 8' o,c. plus clusters of four nails where shown in figure below 00.
NOTE: #2 is the minimum lumber grade allowed for all species
NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections.
READ esgFfR2TANTo vF'LRlgSFI TFQS BRAVO*
R AND
T�tl °ILLl�cwIMCtTa�s I Ulf NG THE INSTALLERS. � `c, \ �'^ -- - --•'- •,. REF 2X4 SCAB O.H.
THIS 0 TOTAL TOP CHORD
Trusses —Zlre ..Slane care In Fobrla.VIV, handttnp, shipping, Installing and b=g. Refer to and ` eOEiV$fi �� LOAD NOT T❑ DATE 10/01/14
IF the latest edition of BCS[ (Building Component Snfety Inforrwtim, by TPI and SBCIJ for safety ` ��', EXCEED 40 PSF
proc4ces prior to pe'For,ing these functions, Installers sMB provkle tenpornry bredng per BCSL
IIN.ss naiad atf,erelse, top chord shorn hale properly attached strvaturol ahenthing and baton °hard _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014
shall haven properly attached Alibi celll. Locations shorn for pernnnmt lateral restraint of webs
.hall have bmUng installed per BCSI sect on the
Joint or BIg, os epplknb.. Appty pints. to each face - y
III II�IIUeL�-1�1 of truss and cpfto Inn all shorn above ct on the7or petals, applim le. A othwrrise, = 1L
Refer to drorings 16OA-Z for standard plate posltlons. �S A.rE dF
Alpine, a dvlslon of TTV BuAdno Components Grout Inc .hall not be rasponslbte for any deviation fro, iZ
AN rTWCOMPANY lids drae ng, any Fatture to bJld the truss In confornonce with ANST/TPI 1, or for ha thing, . pping,
installotbn L bracing of trusses.
— - _ _- -—A_scnl-on=tHs�dol�oCGgrar=pa-gstinp-Hds-alrorbp,-Wgcntec nccepto__neLof_W'ofesslonal � _ �4 //�� r�� ��0 .. a
re sorely -for e�r�la'-.I,o.n�I;o-sJtmoercrara=..re-brttib�.4w — — t �*,-��= DIJR_.=FAG��.��L1.�5—
3045
Earth City. MO DrW for any e�pr rar noj oMo� see .:mk ct �eeft p notes page
taM these web
ssites, .org
13388 Lakefront Drive r4 r�R
—sbcl
12 (2) 16d TOE NAILS
1 ;VARIES OPTIONAL SCISSORS BOTTOM CORD
i
(2) 16d TOE NAILS
-8-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
i
N.T.S.
I 12—(4) 16d NAILS
VARIES See Connection Detail
3
i
OPTIONAL WEB CONFIGURATION
3x
(4) 16d NAILS
See Connection Detail
TYPICAL CORNER JACK (CJ)
I N.T.S.
1
}
I
TYPICAL CORNED, SET INSTALLATION
TYPICAL LADING (P.S.F.)
TILE: SHINGLES:
TOP LIVE LOAO:3 20 20
TOP DEAD LOAD; 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL: 1 45 37
STRESS IINC. 1.25 1.25
WIND DESIGN: MAX. 160 MPH PER
ASCE 7-10 MAX 24" O.C.
**WARNING** Read & Follow all notes on this drawing.
Furnish this drawing to all Contractors including the installers.
EJ
W
a
End Jack EJ
4
G�
EL
eveled Jack (BJ)
(BJ)
m
M
..
o
w
Ly
'm
a
CONNECTION DETAIL
Co
(BJ)
_
(2) 16d GUN NAILS
m
FOR EACH LOCATION
SHOWN TOP & BOTTOM
cm�GJ
2x4 SYP Nailer 16" Long
Goc�l
8'-0" MAX.
Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
OPTIONAL WEB CONFIGURATION
12
VARIES
a
NAILS
See(C Connnee ction Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
®��;1itiBff�$@d601
No e MANUEL MARTINEZ, P.E.
v >�o FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182
STATE OF `gym
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