HomeMy WebLinkAboutTRUSSt. Lucia r-noinng
0 " A"N"'t Y COMPONENTS
Qn� 19900 Independence Blvd.
Groveland, FI 34736
COMPOIlents. Lt one: (352)429-9429 - (352)429-0304 ' Fax: (352)429-7429
Cover Sheet
Order #
JOB # 36CS00041
Printed: Thu, May 17 2018
JaQ mrarmanort:
Address:
EORName and License Number,
Customer Name:
Creekslde Lot 41
DR Horton
8721 Cobblestone Dr
Description:
City, State, Z/p:
4EBB 1828-Cali "D"
Fort Pierce, FL
Loadln !"formation•
g
Root Loads:
TC Live: 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:
FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M
Pages or sheets covered by this seal from:1 thru 21 Total 21
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 At
2
A1A
3
A2
4
A1B
5 A3
6
Al GE
7
A4
8
A5
9 A6
10
A7
11
A8G
12
D1
13 01GE
14
c1
15
C1GE
16
M3
17 EJ7
18
BJ5
19
13J3
20
13J1
21 CJ7
Digitally signed by Manuel Martinez
a n u e l RepresentUS, tive,oTrustACESBusiness
Representative ou MANDE
J ASSOCIATESPA cn Manuel Martinez,
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Page 'FILE COPY
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Job Number: 36CS00041 Ply: 1 SEQN: 66861( / T10 % COMN
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 16 FROM: AH DRW.
Truss Label: Al Wgt 224.0 Ibs ; i1.;. / _.. 05/17/2018
0
tM
6'4°9 T70r9_ 14'4"7 19'1(Y 25'3"9 31'97 33'3" 39'8°
r 6'4°9 +1'6° 6'5"15 + 5'5"9 + 5'S°9 + 6' 44 1'6" 6'49
F=5X6
M X4 =4X6 =3X4 m3X6 =3X4 =4X6 112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'6"
F1+ 6'2°13 + 5'9"3 +2'0°1�_ 5'9"1 + 5'9°1 +2'0"14 5'9"4 + 6'2"12 } 1�
6'2"13 12' 14'0°1 19'10" 25'7°1 2T8° 33'5"4 39'6"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 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: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl U#
Loc R / U / Rw / Rh / RL / W
B 1654 1709 / 961 1- / 445 / 8.0
Pf: NA Ce: NA
VERT(LL): 0.187 O 999 240
Lu: NA Cs: NA
VERT(TL): 0.479 O 999 180
J 1654 1709 1961 / - /- / 8.0
Snow Duration: NA
HORZ(LL): 0.078 L -
Wind reactions based on MWFRS
HORZ(TL): 0.140 L - -
Creep Factor. 2.0
B Min Brg Width Req = 2.0
J Min Brg Width Req = 2.0
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.667
Bearings B & J are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.600
Bearings B & J require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.593
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Cc
VIEW Ver: 17.02.02.1208.15
i
A - B 27 0 F - G 1114 -1
B - C 1492 - 3056 G - H 1255
WAVE
C - D 1227 -2466 H - I 1228 -:
D - E 1254 - 2427 I - J 1493 -
E-F 1114 -1906 J -K 27
0
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on
Chords Tens.Comp.
Chords
Tens. Comp.
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB or better,
B - R
2673 -1193
O - N
210.� 826
grade
attached with 8d Box or Gun (0.113"1Q.5",min.)nails
(( -
R - Q
2670 -1193
N - M
2871 -1195
6" cc.
*,
Q - P
O
2670 -1193
2104 801
M - L
L J
2671 -1195
2674
P -
-
-
-1195
Loadings
..
Truss passed check for 20 psf additional bottom
r� a€�
Maximum Web Forces Per PI Ibs
y ( )
chord live load in areas wit42"-hi h x 24"-wide
g
�.
Webs
Tens.Comp.
Webs
Tens. Comp.
clearance.
.
R - C
276 - 5
O - G
494
464
1777
Wind
C - P
418 -596
G - N
164
597
Member design based on both MWFRS and C&C.
a
P - E
E - O
464 -164
494 -776
N - I
1- L
419
276
6
F - O
1385 - 751
40 015A3t8 FF 58 81. BOBS 7f 4800 59.2E 85 FB
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ivk,tzd capinofthk documaarmnot ammio*a'nd stwd'andsalad
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Crplas,.
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
vire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, bV TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly
id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t 10
e_ AooTv olates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
ivi I,or Torn
acceptance
any structure
its drawing,any failure to build the
on this drawing or cover page
ie design shown. The suitability
I'PI 1 Sec.2.
Y
ob Number:
0041 Ply:
O616 / T13 / COMNI I
,BB abeCaaliD"/DR Horton AEBB 1828-Cali"D" 1FROM: AH DRW ELlIAIWgt 260.4 Ibs I 05/17l2018
i� � 7't0" 14'4"7 I 1910" 22'6"4 1 26" " + 31'9"7 1 3 '37. 39'8"
6'4"9 7'6 6'5"15 5'5"9 2'8"4 4'1"12 5'1"7 1'6" 6'4"9
F=6X1g
m
0
6(A2)
11dX4 m4X6 =3X4 =&8 M: X4 N2X4 E4X10
SEAT PLATE REQ. SEAT PLATE REQ.
L
♦ 39'8"
F1 62"13 Lr� 2'0"1 59"159"1 2'10"+� 65"15 66"1 +1�
6'213 12' 14'0"15 19'10° 22'8" 26'8" 33'1"15 39'8"
ling Criteria (psf)
Wind Criteria
_. 20.00
Wind Std: ASCE 7-10
L: 7.00
Speed: 160 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: 11
EXP: C
Ld: 37.00
Mean Height: 15.00 ft
CLL: 10.00
TCDL: 4.2 psf
t: 2.00
BCDL: 5.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
:ing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
chord 2x4 SP #1
)s 2x4 SP #3
Continuous lateral restraint equally spaced on
amber. Or 1x4 "T" reinforcement. 80% length of
�b member. Same species & SRB grade or better,
ached with 8d Box or Gun (0. 1 13"x2.5",min.)nails
6" oc.
design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in for. L/defl L/#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): 0.244 G 999 240
B 1561 / 708 / 960 / - / 445 18.0
Lu: NA Cs: NA
VERT(TL): 0.669 G 999 180
K 1561 1708 / 859 / - /- / 8.0
Snow Duration: NA
HORZ(LL): 0.128 M - -
Wind reactions based on MWFRS
HORZ(TL): 0.240 M - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor: 2.0
K Min Brg Width Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.613
Bearings B & K are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.599
Bearings B & K require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.980
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp_
WAVE, HS
VIEW Ver: 17.02.02,1208.15
A - B 27 0 G - H 1424 -2568
0 01 SASE FF 55 81 BO 8B 7F48 00 992F 85 Fa
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aleAiCt5Y�aSra.
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mad *0 SPA,! ai:35acmtma raw[ hr mdfLd fmawfdedrmnk
csa�tus�
B - C
1489 - 2859
H -1
1743 - 3379
C - D
1225 -2257
I - J
1722 -3418
D - E
1252 - 2218
J - K
1477 - 2841
E-F
1112 -1740
K-L
27 0
F - G
1509 - 2514
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B- U 2497 -1190 R- Q 20 - 9
U - T 2494 -1190 P - N 2985 -1303
T-S 2494 -1190 O-M 36 -16
S - R 1920 - 800 M - K 2477 -1179
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
U-C
276 -5
P-G
195
-122
C - S
416 - 608
P - H
601
-1075
S - E
463 -160
H - N
807
- 357
E-R
494 -720
N-O
114
-4
F - R
42 - 515
N - M
2557
-1218
F - P
2273 -1098
N - J
527
-162
R - P
1879 - 657
M - J
390
- 685
P-Q
27 0
""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted o�therwise,to , chord shall have properly attached structural sheathing and bottom chord shall have a properly
l7id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
'le." Apply plates to each face otptruss and position as shown above and on the Join f Details, unless noted otherwise. i2efer to
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSI PI 1, or for handling shippin�q, installation and bracing of trusses.A seal on this drawing or cover pa� ge, .
this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suttability
ce of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2.
rrirelr
or#7F�rxerrts, s>r
Y
7
Job Number.
4EBB 1828-Cali CD"0/DR Horton /4EBB 1828-Cali "D" I CCity:ity '246.4 Ibs I FROM: AH 617 / T9 /HIPS I DRW:/ 05/17/2018 I Truss Label: A2
1 =4X6
I' 6'4"9 +1'F 45"15 + 6'7"19�9 1'88+ 6739 1 4'515 �1'6""17 6'4"9 ,
m5X8m5X6
F G
[I XM m3X4 =3X6 =3x4=3X8 =3X6 m3X4 IG2X4
SEAT PLATE REQ.
1' 6'2°73 5'1U"3
6'213 + 12A5
39'8"
1'11' 5' 1'6' 12 111"
+ 14' 19' �20'6 25'8° +2TT
SEAT PLATE REQ.
5'to"3 6'2'13 1'
33'53 39'8"
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 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
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA VERT(LL): 0.156 Q 999 240
B 1561 1710 1964 / - 1428
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180
K 1561 1710 / 964 / - / -
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.068 M - -
Wind re3cfions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ 0.126 M - -
�L )�
B Min @ Width Re 1.8
� q
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor. 2.0
P
K Min Brg Width Req = 1.8
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 sf
P
Bldg Code: FBC 2017 RES Max TC CSI: 0.444
Bearings B & K are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.536
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes Max Web CSI: 0.665
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0) Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
A - B 27 0 G - H
1145 -1814
Lumber
B - C 1500 -2823 H -1
1351 -2345
C - D 1333 - 2385 I - J
1333 - 2384
Top chord 2x4 SP #1
D - E 1352 -2346 J - K
1501 -2823
Bot chord 2x4 SP #1
E-F 1149-1820 K-L
27
Webs 2x4SP#3
F-G 1101 -1552
i0
Bracing
(a) Continuous lateral restraint equally spaced on
Maximum Bot Chord Forces Per Ply (Ibs)
member. Or 1x4 "T" reinforcement. 80% length of
web member Same species & SRB or better,
Chords Tens.Comp. Chords
Tens. Comp.
grade
attached with 8d Box or Gun (0.113"x2.5",min.)nails
B - T 2458 -1192 P - O
T - S 2455 -1192 O - N
2058 950
2058 �950
@ 6" oc.
vet"
S - R 2059 -921 N - M
2456 -1203
Rl,�'
Wind
R - Q 2059 -921 M - K
Q P 1547
2458 -1203
Member design based on both MWFRS and C&C.
047182,
-589
,:
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Coi
STATE.
T-C
C - S
216 -6
307 -438
P-G
P - H
541
472
S - E
E - Q
427 -153
474 -697
H - N
N - J
426
309
F-Q
537 -311
J-M
216
F-P
317 -297
40 015A38.FF 56 81 80SB 7F48 tl0 99.2E 85 FS
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antirattexarxiJr.
i
ftbud CCPi" Fdk% doccmmatzft got cvw&i 'ad sfPad.VA saskd
and it*ez.=..7=W1_dhen`Ma rode mist Gm.�r3f?axi'Mart dcdm A--
rss�lox.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ' [trre{f
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, otn Dcneius, i
as applicable. Appty �ates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise_ {2efer to i
drawings 160A-Z fors ndard 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 ANSIrfPI 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.
T
Job Number: 36CS00041 Ply: 1 SEQN: 668618 / T1 / COMN
i4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: Al Wgt 224.0 Ibs .. / ... 05/17/2018
6'4"8 T10,°9 14'4"7 19'10• 25'3"g 31'9"7 33'3"S 39'8°
P 174 +1'6" 6'5"145'5"9 + 6'5.14 r 1'6"T 6'4"8
F=5X6
82X4 =3X6— r =3X8 =3X6 ®2X4
SEAT PLATE REQ. SEAT PLATE REQ.
—134" 68" 20'8"
Ft+ 62.12 + 59"4_+ 59°1 +20"1�a 5 sz•1z ��
6'2'12 12 14'01 19'10" 257.1 2T8" 33'5"4 39'8"
ling Criteria (psf)
20.00
L: 7.00
L: 0.00
L: 10.00
Ld: 37.00
CLL: 10.00
t: 2.00
1 Duration: 1.25
:ing: 24.0 "
chord 2x4 SP #1
chord 2x4 SP #1
)s 2x4 SP #3
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.97 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Continuous lateral restraint equally spaced on
:tuber. Or 1x4 "T" reinforcement. 80% length of
b member Same species & SRB grade or better,
ached with Bd Box or Gun (0.113"x2.5",min.)nails
6" oc.
sting Notes
plates are 3X4 except as noted.
design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NI
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)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.044 L 999 240
VERT(TL): 0.135 L 999 180
HORZ(LL): 0.014 F - -
HORZ(TL): 0.027 F
Creep Factor. 2.0
Max TC CSI: 0.548
Max BC CSI: 0.480
Max Web CSI: 0.538
Mfg Specified Camber:
♦ Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
B 438 / 164 / 272 / - / 445 / 8.0
S• 336 / 154 / 192 / - / - 168.0
J 872 / 384 1645 /- /- 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
S Min Brg Width Req = -
J Min Brg Width Req = 1.5
Bearings B, S, & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp.
Chords
Tens. Comp.
A- B 27 0
F- G
297 -205
B - C 170 -463
G - H
450 -706
C - D 407 -156
H - 1
423 - 745
D - E 567 -150
I - J
708 -1385
E- F 289 -165
J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
MAq
. eee B - R 515 -399 O - N 565 -98
' R - Q 510 - 399 N - M 1182 489
'W. Q - P 510 - 399 M - L 1182 -489
P-0 788 -761 L-J 1186 -489
No
047.162
Maximum Web Forces Per Ply (Ibs)
w Webs Tens.Comp. Webs Tens. Comp_
R-C 310 -16 O-G 510 -751
STAT El Of C - P 465 - 700 G - N 492 -182
OV..-� ' P - E 674 -1218 N - 1 441 -654
E - O 720 -297 I - L 290 -4
F-O 56 -182
4001SA38 FF5891808B 7F48 00 992E85 F8
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PE (R. SPe.�dl:°2t on diia dau'. Vw ;a aba.w Wng a SRA4
ar;�ent&aazaie.
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ars Eh�e;r3A��hentlCaSie�suxda mesc�m a�cr3f�cd.�aeeydeztran?.
zcyins.
—WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, byy TPI anr7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have property 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._ App y plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (Refer to
a division of
im i,orrorn
acceptance
any structure
failure to build the
g or cover page
in. The suitability
nei
nmp�nents ,ar
T
T
Job Number:
0041 Ply:
Truss 1828-Cali
D"O/DR Horton /4EBB 1828-Cali "D" wqt '252.0 Ibs I FROM: AH 619 / T8 /HIPS I DRW i 05/17/2018 1 I
1 32
®4X6i
i 6'4"912'4°8 1T i 2TB" 2T38 31'9°7 33'3"7 39'8" i
f• 6'4°9 1'5.1 4'S•154'7
a 5'8° 4T'8 4'5"15 1,6'� 8— 4'
=6X6
02X4 m3X4 m3X6 !O3X4 =R4 m3X4 =-3X6 m3X4 112X4
T
in
SEAT PLATE REa
SEAT PLATE REQ.
398"
62"13 5'10"3
1'11° 2'10"
2'10" 3'
5'10°3 6'2"13 1�
R
6'2"13 12'1"
14' 3 19'10"
22'8° 25'8° 1 11
3. 39'8°
�' 27
1�
7'�
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0,153 R 999 240
B 1561 / 712 1966 / - / 387 18.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.419 R 999 180
K 1561 1712 / 965 / - /- 18.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 M - -
Wind reactions based on MWFRS
Des
EXP' C
HORZ L 0.125 M
�)
B Min Br Width Re 1.8
g q
CLLd: 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
9
Code / Misc Criteria
Creep Factor. 2.0
K Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.380
Bearings B & K are a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.453
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.690
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 G - H 1268 -1952
Lumber
B - C 1550 -2829 H - 1 1397 -2335
C - D 1378 -2374 1- J 1378 -2374
Top chord 2x4 SP #1
D - E 1397 -2335 J - K 1550 -2829
Bot chord 2x4 SP #1
E - F 1-1K - L 27
0
Webs 2x4 SP #3
F - G 1192192 -1700700
1
Wind
Member design based on both MWFRS and C&C.
40 01 SA.38 FF 5B S8#30 8B 7F4& 00 99.2E 85 FS
Thu Ittm3rw:ba4cri s ad'WA waled 4 mamml Mario
£FL. ik.rAlu a1 afithc daa2shawn abo n.arAig a SH;A4
rsaad ca��r�ats doar»cri�m nzyt c�s3d�rad s�aa�aaaas�atad
zra6 alaz dT av enG'.taAtcasasrle m..est%mamrifixd rm aapd"bvrzh
iaL
"*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - U
2465 -1238
Q - P
1690
-751
U - T
2462 -1239
P - O
2043
- lb&
T - S
2043 -970
O - N
2043
-1d00
S - R
2043 - 970
N - M
2462
-1267
R - Q
1690 - 725
M - K
2465
-1267
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
U-C
228 -6
Q-G
238
-2W
C - T
323 -464
G - P
536
-�324
T-E
392 -161
P-H
412
,565
E - R
412 - 585
H - N
392
-I161
F - R
536 - 324
N - J
324
-464
F-Q
2W -2W
J-M
228
18
inciComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
illl PI 1, or for handling shipping, installation and bracing of ttrusses.A seal on this drawing or cover page
m acceptance of professfona engineering responsibility solely for the design shown. The suitability
ar any structure is fhe responsibility of the Building Designer per ANSUTPI 1 Sec.2.
SBCA:
Ll b Number: 36CS00041 Ply: 1 SEQN: 6611637 / T11 / GABL
4EBB 1828-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 1 �FROM:AH DRW:
Truss Label: A1GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 05117/2018
6'47 13712 19'10' 25'104 33'32 398'
6'47 T5'5 6'0"48'47
• 14-1
3
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
13'8° 5' i 21'
1' 62
11 8'11•5
2 8'tT4 6ro'4 2 6'11.5 8'z'11 1'
)' 6711 13'2 '12 19'10' 25'10'4 6 ' 33'S•5 39'8•
ling Criteria (psf)
Wind Criteria
_. 20.00
Wind Std: ASCE 7-10
L: 7.00
Speed: 160 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: II
EXP: C
Ld: 37.00
Mean Height: 15.00 ft
CLL: 10.00
TCDL: 4.2 psf
t: 2.00
BCDL: 5.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
:ing: 24.0 "
C&C Dist a: 3.97 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
chord 2)(4 SP #1 :BC2 2x6 SP 91:
1s 2x4 SP #3 :W2, W3, W7 2x4 SP #1:
scab reinforcement. 80% length of web member.
me size, species & grade or better. Attach with 10d
x or Gun (0.128"x3",min.)nails @ 6" oc.
Continuous lateral restraint equally spaced on
:tuber. Or 1x4 "T" reinforcement. 80% length of
b member_ Same species & SRB grade or better,
ached with 8d Box or Gun (0.113"x2.5",min.)nails
6" oc.
ial Loads
_umber Dur.Fac =1.25! Plate Dur.FaC.=1.25)
From 56 plf at -1.00 to 56 plf at
40.67
From 4 plf at -1.00 to 4 pif at
0.00
From 20 pif at 0.00 to 20 plf at
39.67
From 4 pif at 39.67 to 4 plf at
40.67
13 lb Cone. Load at 15.17,17.17
32 lb Cone. Load at 15.17,17.17
sting Notes
plates are 2X4 except as noted.
loads and reactions based on MWFRS_
itional Notes
DWGS A16015ENC101014 & GBLLETIN1014 for
wind bracing and other requirements.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.069 U 999 240
VERT(TL): 0.207 U 999 180
HORZ(LL): -0.031 F - -
HORZ(TL): 0.058 F - -
Creep Factor. 2.0
Max TC CSI: 0.514
Max BC CSI: 0.438
Max Web CSI: 0.792
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
♦ Maximum Reactions (Ibs)
Loc R !U /Rw !Rh /RL /W
B 434 / 197 /- /- /- /8.0
BI 1509 / 725 / - ! - / - /8.0
BJ 502 /213 /- /0 /0 /8.0
X 862 1417 /- /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.6
BI Min Brg Width Req = 1.8
BJ Min Brg Width Req = 1.5
X Min Brg Width Req = 1.5
Bearings B, BI, BJ, & X are a rigid surface.
Bearings B, BI, BJ, & X require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
A-B
27 -20
M-N
62
-74
B - C
170 -439
N - O
64
-75
C-D
421 -156
O-P
57
-108
D-E
453 -182
P-Q
60
-115
E - F
486 - 208
Q - R
74
-131
F - G
494 -215
R - S
128
-203
t
G- H
528 -240
S- T
224
-544
H-I
551 -269
T-U
301
-653
rP .
1-1
128 -152
U - V
342
- 699
J - K
89 -137
V - W
372
- 736
K-L
61 -111
W-X
644 -1352
e
L - M
62 -107
X - Y
27
-20
a
it
Maximum Bot Chord Forces Per
Ply (Ibs)
-
Chords Tens.Comp.
Chords
Tens. Comp.
�
OF
SIMTE a
B-AD
338 -107
AB -AA
606
-290
a
AD -AC
AC -AB
335 -109
299 - 799
AA- Z
Z - X
1148
1151
- 532
- 530
40 01SA38 FF 50 81 B0857F48 00992ER5F8
thklut mh=bff eltarr haby*paii=0=fad4UawtlMarkb=,
PE(n. uc.C48P22j,M thediteShown a!Av twnsa s1ih.3
sc�sanc?caluss,:mdr.
2rYted cr�Yssmrdua doar,:�r.�;ma mmt cxsmEs�rmd st�nad�d seal®d
and ibex Za�ent±bt�sa!¢eeaat �e wcr9f'�d cn amyrdaztm�
c�iex:
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens_ Comp
AD- C
303 0
N -AB
153
-190
C-AE
295 -657
AB -AU
388
-809
AE-AF
297 -657
AU -AV
358
-769
AF-AG
314 -679
AU-AX
23
-30
AG-AH
316 -680
AV-AW
353
-760
AH-AC
302 -672
AX-BA
24
-31
AI-1
692 -1108
AY -AZ
340
-744
AI -AC
708 -1133
BA -BD
24
-31
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
F Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610,
le. A .pTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
of
any structure.
ral notes Daae and
for
failure to build the
g or cover pane
in. The sus bility
crrrey
otnjranenrs,, ue
P
T
Job Number: 36CS00041
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: A1GE
Ply: 1 I SEQN: 668637 / T11 / GABL
Qty: 1 FROM: AH DRW:
Wgt: 378.0 Ibs Page 2 of 2
No 7
40 01 5A 38 FF 513 81 BO 136 7F48 00 99 2E 85 FO
rho tai%tb=b& slot s ed'.azdsufadby waf^A tkartha
�&. {Fl.. ttc.aast82! an N,mgYaaa shape a tn3ng a sxr a
atadtenC�azi+sry ccufs.
?`a tnd cr %as �9'ctds dv:: asset motccruidttaud MoMdand=lad
and tFsa:S#5Ra3aR ent3Caticszazmltt ene,t bA.mffW mmydatisrk
=im
AI -AK
I-AJ
AK -AN
AL -AM
AN-AQ
AO -AP
AQ-AT
AR -AS
AS -AT
AT -AB
45 -60
659 -306
45 -60
727 -359
45 -60
700 -337
44 -59
689 - 320
673 -312
636 -266
... / ... 05117/2018
BB -BC 325
BD -BF 23
BE- S 372
AA -BF 446
AA-BG 268 -
S -BF 416
BG-BH 312
BH- W 277
W - Z 282
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
E -AE
4
-3
AS- M
14
-21
F -AF
45
- 57
O -AV
7
-14
G -AG
21
-13
AW-AX
33
-44
H -AH
45
-39
P -AY
50
-65
AJ-J
87
-65
AZ -BA
10
-21
AK -AL
15
-49
Q-BB
28
-39
AM- K
28
-30
BC -BD
78
-42
AWAO
20
-8
R-BE
141
-99
AP-L
64
-68
BG-T
172
-114
AQ-AR
43
-47
BH-U
88
-119
"`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating handling,shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
1t Safety Information, by TPI anc7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
a3id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10,
'le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to
60A-Z for standard plate positions.
a division of
tis drawing,any failure to build the
on this drawing or cover page
L design shown. The suitability
caret
' om�nents
any
llob Number: 36CS00041 Ply: 1 SEQN: 668620 / T7 / HIPS
�4E6B 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A4 Wgt: 254.8 Ibs .. / ... 05/1712018
M
0
73
6'4"9 LIP 12'4"7 15' 19'10" 24'8" 273"9 31'9"7 133'4 39'8"
r 6'4"9 +1.6 4S"14 + 27"9+ 4'10" T 4'10" 27"9 { 4'5"14 8" 64"9 {
=3X4 =5X6
160 a3X4=3X6v3X4 g3X8=3X4m3X6=3X4 1112X4
SEAT PLATE REQ.
39'8"
5313105123
r1 T 8'2"13 12'0"1� 1 1 49111001.
' 0" 24'8" 25' " 1�11
H 2' 77"i
fing Criteria (psf)
Wind Criteria
-. 20.00
Wind Sid: ASCE 7-10
L: 7.00
Speed: 160 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category:11
EXP: C
Ld: 37.00
Mean Height: 15.00It
CLL: 10.00
TCDL: 4.2 psf
t: 2.00
BCDL: 5.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
:ing: 24.0 "
C&C Dist a: 3.97 it
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
chord 2x4 SP #1
)s 2x4 SP #3
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
SEAT PLATE REQ.
62 13
39'8"
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL
/ W
VERT(LL): 0.158 G 999 240
B 1561 / 714 / 962 / - / 346
18.0
VERT(TL): 0.434 G 999 180
L 1561 1714 / 962 /- /-
/ 8.0
HORZ(LL): 0.067 N - -
Wind reactions based on MWFRS
HORZ(TL): 0.125 N - -
B Min Big Width Req = 1.8
Creep Factor. 2.0
L Min Brg Width Req = 1.8
Max TC CSI: 0.387
Bearings B & L are a rigid surface.
Max BC CSI: 0.454
Bearings B & L require a seat plate.
Max Web CSI: 0.467
Mfg.Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
VIEW Ver: 17.02.02.1208.15
A - B 27 0 G - H
1334 -1958
B - C 1577 - 2831 H - I
1388 - 2093
C - D 1411 - 2370 I - J
1429 - 2331
D - E 1430 - 2331 J - K
1411 - 2370
E - F 1388 -2093 K - L
1576 -2831
F- G 1334 -1958 L- M
27 0
40015A38TF538180 8137F41300992E85FB
riff&itar,°siturtracn also ladaid smafad by P.2MVI MartAW
r"E (rt. tta.C�itEzf aoth¢aaxa shown a6svw g a sNA-i
auiheaticaIIicasa�a..
tedcr�a3teisr_ua",as�atmx+ttxauiamd - "ands lad
=6 the.Uwr'afalma>jdvtrark
cm im
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - V
2467 -1273
R - Q
1831 - 864
V - U
2465 -1273
Q - P
2039 -1025
U - T
2039 - 996
P - O
2039 -1026
T - S
2039 - 996
O - N
2465 -1302
S - R
1831 - 835
N - L
2467 -1302
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
V- C
235 - 6
R- H
278
-172
C - U
327 -473
Q - 1
404
-522
U - E
351 -161
H - Q
546
- 372
E - S
404 - 522
1-0
351
-161
F - S
546 -372
O - K
328
-473
F - R
278 -172
K - N
235
-8
G - R
247 - 290
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7]uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
(Safety Information, by TPI and'SBCA) f-oi safety practices prior to performing these functions. Installers shall provide temporary
BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
,jid ceilingg Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or B10,
le. Am% plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to
a division of
VSuIvi 1,orforn
tes acceptance
for any structure
lis drawing,any failure to build the
on this drawing or cover page_
to design shown. The su!tabtitty
ctrrey
omis ur
TPI: www.tninstcm: SBCA
t
Job Number: 36CS00041 Ply: 1 SEQN: 668621 /T6 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW.
Truss Label: A5 Wgt: 212.8 Ibs .. / ... 0511712018
T
0
m
I M
V4"9
6'4"9
13'
6'7-7
19'10" A " 33'3"7 39'8"
6'10° 6'10" 677 649
=5X8 =3X4
1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
398"
1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 69"3 6'2"13 1'
6'2"13 13' 14 19'10" 25'8" 26' " 33'5°3 39'8"
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 too Udell L/#
LOG R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.172 E 999 240
B 1561 1716 1953 / - / 305 / 8.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.471 E 999 180
H 1561 / 716 / 953 / - /- / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.069 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.128 J - -
(T )�
B Min B Width Re 1.8
� q =
Noffit: 1 00
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor. 2.0
H Min Brg Width Req = 1.8
Soffit: 2.00
TCDL: 4.2 psf
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.446
Bearings B & H are a rigid surface.
.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.558
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 it
Rep Factors Used: Yes
Max Web CSI: 0.564
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 E - F 1502 -2274
Lumber
B - C 1623 -2836 F - G 1425 -2325
C - D 1425 - 2325 G - H 1623 - 2636
Top chord 2x4 SP #1
D - E 1502 -2274 H -1 27 I 0
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Wind
Chords Tens.Comp. Chords Tens. Comp.
Member design based on both MWFRS and C&C.
4001SA39FF5081B08B7F 49 00992E95F8
Thk ltsmtnc3 een eistYaeas#sa8ilst red wtdwaiad by raalmal tnarttner'
PE (M. uc�C- nazj on the mate shown aban trans S44-1
a�ltentarat�cs ref a:.
Pibud 4weffcddis dwaa? a wo atat twiff'md slvsd xd spied
and the MMI tms Afed omtas-dsdadm0c
=IaL
'B - P
2472 -1319
M - L
2005 -11
P - O
2469 -1319
L - K
2006 -11
O - N
2006 - 978
K - J
2469 -1;
N - M
2006 - 978
J - H
2472 -1:
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
P - C
244 -4
M - F
370
'I
- 243
C-O
377 -513
K-G
377
-513
D - O
444 -170
F - K
444
-110
D - M
370 - 243
G - J
244
-6
E - M 300 - 381
*`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, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anTSBCA) for safety practices prior to performing these functions. Installers shall provide temporary ertrey
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to om7x�neirtx le
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�fL�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 shippinrt, installation and bracing of frusses.A seal on this drawing or cover pNe_ .
listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The su" bility
and use of this d►awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
i I i
Job Number: 36CS00041 Ply: 1 SEQN: 6686221 T5 / HIPS
4EBB 1828-Cali "D"/DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW.
Truss Label: A6 Wgt: 212.8 Ibs .. / ... 05117/2018
6'4"9 11' 16'10"2 19'10"' , 22'8"3 28'8" 33'3"7 39'8"
f 6'4"9 + 4'7"7 + 5'10"2 + 2'11°14+ 2'1D"3� 5'11"13 + 4'7"7 { 64"9 '
=6X6 1112X4 =3X6 =3X4 =5X8
D E F G H
T12
6
M 03X4C 1 %3X4
0
1=4X6(A2)B J=4
3q AE5 Es
S R Q P O N M L
SEAT PLATE REQ.
1112X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 112X4
SEAT PLATE REQ.
39'8"
2I 3"8" 3'"_6213
2585 8T+3' + i02+691 533+ 462"113 93 110
39'8"
ding Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
.L: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U 1 Rw / Rh / RL 1 W
)L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 1718 1940 / - / 264 18.0
.L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 1940 / - /- 18.0
)L: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS
EXP: C HORZ L 0.132 L - - B Min B Width Re 1.8
Ld: 37.00 Mean Height: 15.00 It �) q
9 Code ! Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8
3CLL: 10.00 P
TCDL: surface.
it 2.00 gCDL: 5.0 psf Bearings B & J are a rigid supsf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J require a seat plate.
d Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493
cing: 24.0 " C&C Dist a: 3.97 fl Rep Factors Used: Yes Max Web CSI: 0.481
Loc. from endwali: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2609
fiber B - C 1644 -2814 G - H 1675 -2595
C - D 1522 -2444 H - 1 1522 -2444
chord 2x4 SP #1 D - E 1683 -2609 I - J 1644 -2814
chord 2x4 SP #1 E - F 1683 -2609 J - K 27 0
)s 2x4 SP #3
d Maximum Bot Chord Forces Per Ply (Ibs)
nber design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp.
j� B-S 2448-1332 O-N 2133 -1114
-AO
S - R 2446 -1332 N - M 2133 -1114
ea I R - Q 2133 -1084 M - L 2446 -1361
o
Q - P 2133 -1084 L - J 2448 -1361
P - O 2613 -1371
"*,, Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S - C 199 -8 G - O 278 -332
C - R 300 - 379 O - H 645 -398
TAT D - R 369 -177 H - M 366 -176
D - P 656 -407 M - 1 299 -379
# +'%;E-P 274 -327 I-L 200 -10
P-G 111 -108
40 01 5A 38 FF 58 8180 857F48 CO 99 2E 95 FS
ShU Item1?nbem elect" ys%ad'.zadeczladby rdiuml taiartbn ,
FE(FL. t&.V471921 en tin dlle1hown at vrngaS—1
acnhen6c Nmude,
tedCeOasafthhd -= WAZWrtatusu3r"=ds•4ng4and=kd
and. SRAA ssthCndra ascc4dam st bevuifod cn=y dettmnk
cm im
'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
cusses require exfreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
bmponenf Safety Information, by TPI anSBCA) y sa ety practices prior to performing these functions. Installers shall provide temporary err
i,#.acingTer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
aatacheripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om �nerus,ur
aS applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (refer to i
drawings 160A-Z for standard plate positions.
q�pme, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
T
Job Number: 36CS00041 Ply: 1 SEQN. 668623 / T4 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW.
Truss Label: A7 Wgt: 222.6 Ibs / ... 06/17/2018
6'4"8 9' 14'3°11 1910 254"5 30"" 33'3"8 39'8"
6'4"8 27"8 5'3"11 5'6"5 5'6"5 5'3"11 2'7"8 6'48
=6X6 =3X4 =5X6 =3X4 =6X6
D E F G H
T
a
m4X6
iS
6(A2)
I�f T S R Q P O N M L 1`I
It2X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
398"
1' 6'2"12 2'9"4 3' i 59°13 } 5'9"13 2'0"3{ 2'9"4 6'2"12 1�
h 6'2"12 9' 12' 2�0 3�1 19'10" 25'7"13 27'8" 3, 33'S"4 39'8"
1' 4'0°3 � 308"�
l
I
AMWA
T
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1'Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20-00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# LOG R I U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 1720 / 921 I - / 223 18.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 1720 1921 / - / - / 8.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0-075 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.141 L - - B Min Brg Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8
TCDL: 4.2 psf Bearings B & J are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.395 Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.506
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02,02.1208.15 A - B 27 0 F - G 2028 -3246
Lumber B - C 1669 -2806 G - H 1873 -2959
C - D 1625 -2567 H - 1 1625 -2567
Top chord 2x4 SP #1 D - E 1873 -2959 I - J 1668 -2806
Bot chord 2x4 SP #1
Webs 2x4 SP #3 E - F 2028 -3246 J - K 27 0
Wind Maximum Bot Chord Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp.
B - T 2440 -1350 P - O 2993 -1625
T - S 2438 -1350 O - N 2261 -1216
S-R 2261 -1186 N-M 2261 -1216
ae R - Q 2261 -1186 M - L 2438 -1379
.��r� Q - P 2993 -1615 L - J 2440 -1379
0047162
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
T-C 163 -12 P-G 328 -185
x C - S 254 - 275 G - O 381 - 523
STATE D- S 301 -205 O- H 942 - 665
�- D - Q 942 -565 M - 1 254 -275
Q - E 381 -523 H - M 302 -265
E-P 328 -185 1-L 10 4
F-P 226 -3W 1
4003.5AMFF513UBO8137F4800992E85FB
rtrit tauett�asi «t�k _ sibi'aaa'.ad�WW Fi7as dtUffin rs,
Pi(rt.tCc.U`S7tE2)oat tt.x Qaxa ahawa alxi"arlaga S.tT i
arasseesNca.�a;,
c^chtcd cCpkacfthk dm;.-"f-.r=&Motcrexacaad 9pali=4 =MW
and theVma a,-*a.tkatuaa.c d� n-tda;rA6.4mmydatranV-
cwjm
"`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
ing�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
31 PI 1, or for handling, shipping, installabon and bracing of trusses.A seal on this drawing or cover page_ .
is acceptance of professional engineering responsibility solely for the design shown. The suitability
any
itneli
dmjxments,
f
Job Number: 36CS00041 Ply: 1 SEQN: 668635 / T20 / HIPS
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: A8G Wgt: 235.2 Ibs / ... 05/17/2018
1-I
2'10"
7' it'4" 15'4"12 1T � 24'2"12 + 28'4" + 32'8" } 39'8"
7' 4'4" 4'0"112 1'T' 4'4"12 4'1"4 4'4" T
012X4=5X8=3X6 =5X10 =6X6 i12X4
12 C� D E F G H 1 a6 BJ
T 6� T
o (a) (b) (a)
M
1 �4X12AB3)B K=4L12(B3)
El U =8X10 T S R Q P O N M
1114X4 =5X6 =5X6 1112X4 =5X6 =5X6 =8X10 914X4
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
11'4" 284"
1' 6" 67"12 _� 4'2"4 2'8" i 4'1"4 4'1"4 1'8"'! 4'2"4 6'7"12 6"
h +� 7'1"12 � 1�8 1.r 19'10" + 23'11"4 h- 28 3Z6"4 39'2" 98�,
1' 5'8"12 28'4" { r
oading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
CLL: 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
CDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.188 1 999 240 B 70 / 398 175 / - / - / 8.0
CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.520 1 968 180 T 5210 12583 / - / - / - 18.0
CDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.034 M - - K 2102 11040 / - /- /- / 8.0
EXP: C HORZ L 0.063 M - - Wind reactions based on MWFRS
es Ld: 37.00 Mean Height: 15.00 ft �) B Min Br Width Re 1.3
CBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q -
-
TCDL: 4.2 psf T Min Br Width Re 6.1
offit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.973 K Min Brg Width Req = 2.1
oad Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.588
MWFRS Parallel Dist: D to h!2 Bearings B, T, & K are a rigid surface.
Rep Factors Used: Yes Max Web CSI: 0.990
pacing: 24.0 " C&C Dist a: 3.97 ft Bearings B, T, & K require 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 WAVE VIEW Ver: 17.02.02.1208,15 Chords Tens.Comp. Chords Tens. Comp.
umber Wind
A-B 27 -20 G-H 1915 -3871
op chord 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 1219 -607 H - I 2079 -42(Y7
of chord 2x6 SP #1 C - D 2918 -1445 I - J 2080 -4207
debs 2x4 SP #3 Additional Notes
D - E 2918 -1445 J - K 2000 -4032
Negative reaction(s) of -398# MAX. from a non -wind E - F 176 -372 K - L 27 -20
racing load case requires uplift connection. See Maximum
F - G 176 -372
3) Continuous lateral restraint equally spaced on Reactions.
iember. Or 1x4 "T" reinforcement. 80% length of
reb member. Same species & SRB grade or better, Maximum Bot Chord Forces.Per Ply (Ibs)
ttached with 8d Box or Gun (0.113"x2.5",min.)nails Chords Tens.Comp. Chords Tens. Comp_
B-U 495-1072 Q-P 2645 -1319
)) Continuous lateral restraint equally spaced on = -AS
* e io U - T 488 -1045 P - O 3930 -1955
iember. Or 2x4 'T" reinforcement. 80% length of rLr
reb member. Same species & grade or better, 7
T - S 191 - 96 O - N 3930 -1955
ttached with 16d Box or Gun (0.135"x3.5",min.)nails 047102
S - R 191 96 N - M 3568 -1740
iM 0 R - Q 2645 -1319 M - K 3538 -1733
e e
pecial Loads ;
Maximum Web Forces Per Ply (Ibs)
(Lumber Dur_Fac.=1.25 / Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp.
TC: From 56 plf at -1.00 to 56 pIf at 7a
.00 E OF
TC: From 28 plf at 7.00 to 28 pif at 32.67 °` C - U 691 -170 G - P 1610 -780
TC: From 56 pIf at 32.67 to 56 plf at 40.67 w C - T 1225 -2569 P - H 483 -719
BC: From 4 pIf at -1.00 to 4 plf at 0.00 � � "."4 D - T 433 - 565 H - N 367 -162
BC: From 20 pff at 0.00 to 20 pif at 7-03 T-E
BC: From 10 to 10 -434
BC: From 20 -456
plf at
7.03
pif at 32.64
E - R 168
lf at 3.to 20 if at 3.67 y 2- 949 N21J 8 7
p p R-G 1498 -2985 M-J 712 -177
BC: From 4 pIf at 39.67 to 4 plf at 40.67 ) G - Q 337 - 31
TC: 200 lb Conc. Load at 7.03,32.64 40 015A Sg FF 58 gg 6D BB 7F 49 00 99 2E 95 FB
TC: 171 lb Conc. Load at 9.06,11.06,13.06,15.06 UZUAtom lzls41tarwkzryopdzoj=At,dhy>:aa=rrmruna
7.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60ry,,drnlo d��rWQ,d,sy
BC: 513lb Conc. Load at 7.03,32.64 as bentsaaacazn3e
BC: 127 lb Conc. Load at 9.06,11.06,13.06,15.06
/.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 ecicbse#cicdo_rcrxemnotccatradztadsmlmd
znd114 1a 9fid=1 =,d* nottt a'mAfmul rat Wfel"Imnic
cs�lox.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
usses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
�mponen[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary trney,
acing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
achetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10,mef
applicable. Apply plates to each face of truss and position as shown above and on the Joini9Details, unless noted otherwise. (2efer to t
awings 160A-Z for standard plate positions.
PIe, a division of ITW BuildincLComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
ss in conformance with ANSITI PI 1, or for handlin shipping, installation and bracing of Wsses.A seal on this drawing or cover pa e_ .
sting this drawingg indicates acceptance of professional engineering responsibility, solely for the design shown. The suitability
id use of this drawing for any structure is the responsibitity of the Building Designer per ANSI/TPI 1 Sec.2.
r more information see this iob's aeneral notes oaas and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinsLom: SBCA: www.sbcindustrv.com: ICC: wwmiemafe.ow
T
U
Job Number:
0041 Ply:
Truss LabelCD1CD"0/DR Horton AEBB 1828-Cali "D" I Wyt 1103.E Ibs I FROM: AH 624 / T15 / SPEC I DRW % 05l17/2018 I
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2)c4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
6'4"8
6'4"8
SEAT PLATE REQ.
1018" 14'11"8 21'4'
4'3"8 4'3"8 64"8
Da4X6
112X4 a3X4 =3X8 1112X4
21'4"
1 6'2"12 3'1"4 1'4" 4'S"4 6'2'12
6'2"12 + 9'4" +10'8"+ 191"4 21-4"
SEAT PLATE REQ.
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Dell/CSI Criteria
♦ Maximum Reactions (Ibs)
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.040 H 999 240
B 869 1397 / 529 / - / 229
/ 8.0
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.109 H 999 180
F 805 1360 1463 / - /-
/ 8.0
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.017 G - -
Wind reactions based on MWFRS
EXP: C
HORZ(TL): 0.033 G - -
B Min Brg Width Req = 1.5
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
F Min Brg Width Req = 1.5
BCDL: 4.psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.477
Bearings B & F are a rigid surface.
BCDL: 5.0 psf
TPI Std: 2014
Max BC CSI: 0.310
Bearings B & F require a seat plate.
MWFRS Parallel Dist: D to h/2
C&C Dist a: 3.00 It
Rep Factors Used: Yes
Max Web CSI: 0.325
p Chord Forces Per Ply (Ibs)
Maximum Top
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp.Chord
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 D - E
B - C 1194 -1342 E - F
1021 -947
1255 -1349
C - D 999 - 946
1
Wind
Member design based on both MWFRS and C&C.
®0,47182
w
w
r
STATE OF
40 015A3a FF 5B 8180 BB 7F4s 00 99 2E E5 FB
3hft item hobeen aiearrxst=nys�pad amd=ledby ww tl Tdiruziez,
720{ . uc. 04nal M ti7 a &1& showa Aben W.IngaSHA-1
enEaa aide.
?rbtcd c> rafflkdracLm=we mot d opedBradp hd
aaad 11W he. eAfed=aerjd.f tmtd§
copim.
Maximum Bot Chord Forces Per Ply (Ibs) ,
Chords Tens.Comp. Chords Tens. Comp_
B - J
1138 - 946
H - G
1144
- 949
J -1
1135 - 946
G - F
1147
- 950
I - H
1135, - 946
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comli.
J-C
224 -21
H-E
515
-439
C - H
505 -428
E - G
225
141
D - H 587 - 588
"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 handlingsh!pping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information, by TPI an c7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary �rney,
bracing per BCSI. Unless noted dtherwise,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, rnnrtents ur
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to X
draw!ngs 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 ANSIII PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI)TPI I Sec.2.
Job Number: 36CS00041 Ply: 1 SEQN: 668625 / T2 / GABL
4EBB 1828-Cali "D"/DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW.
Truss Label: D1GE Wgt: 134.4 Ibs / ... 05117/2018
21'4'
10'8" 10'8"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
SDacina: 24.0 "
chord 2x4 SP #1
chord 2x4 SP #1
is 2x4 SP #3
�— 2'8" —+ 1'4" -1
ITYP) ! a4X4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 It
TCDL: 4.2 psf
BCDL:5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
sting Notes
plates are 2X4 except as noted.
design based on both MWFRS and C&C.
i
1
21'4"
21'4"
Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs), or "=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL ' / W
Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p• 81 / 37 139 /- / 11
Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = -
HORZ(TL): 0.003 J - - Bearing B is a rigid surface.
Code / Misc Criteria Creep Factor. 2.0
/256
Bldg Code: FBC 2017 RES
Max TC CSI: 0.108
Maximum Top Chord Forces Per Ply (Ibs)
TPI Std: 2014
Max BC CSI: 0.033
Chords Tens.Comp.
Chords
Tens. Camp.
Rep Factors Used: Yes
Max Web CSI: 0.088
A - B
27 0
1-1
304
-24
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
B - C
87 -120
J - K
253
-21
Plate Type(s):
C - D
80 -90
K - L
202
-23
WAVE
VIEW Ver: 17.02.02.1208.15
D - E
105 -71
L - M
154
-43
E-F
153 -50
M-N
105
-64
F - G
202 - 29
N - O
74
- 84
G-H
253 -21
O-P
81
-113
H- 1
303 -24
P- Q
27
0
itionalNotes#
DWGS A16015ENC101014 & GBLLETIN1014 for
B wind bracing and other requirements.No 047
13
40 015A3B FF 5B S1t B0 813 7F48 00 93 2€ S5 FB
s#ttlteml�al<reen cietieaa3c#$z$€nmd anSscaled by Uays lMzrtln",
Ps {rt.. ik.*471224M the &Uz Vilvr a al &- V—'110 a SFrA4
a cthendadma,
wisEudcr{ sarici sdrz€re tm not cwW&rod ip Aavdmind
�adtise.3ent�urwsctrderu�tixaaeerlf�lerraalyrsdectrenit
cc¢ias_.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AE
175 -108
X - W
192
-107
AE-AD
183 -110
W-V
191
-107
AD -AC
185 -110
V - U
189
-106
AC -AB
188 -111
U - T
187
-106
AB -AA
190 -112
T - S
185
-105
AA-Z
191 -112
S-R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Camp.
C -AE
174 -103
W - J
187
- 83
D -AD
88 -65
V - K
153
-73
E -AC
101 -74
U - L
100
-73
F-AB
100 -73
T-M
101
-74
G -AA
153 -73
S - N
88
- 65
H-Z
187 -83
R-O
174
-103
I-X
0 -162
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
T.'.
d ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins,
per BCSI sections B3, 67 or 610,
Te. ADoTv dates to each face of truss and Dosition as shown above and on the Join f Details. unless noted otherwise. (2e4er to
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover pa e.
this drawing indicates acceptance of protessionaT engineering responsibility solely for the design shown. The suMbility
ce of this thawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2.
trney
ntypvnenrs, uc
F
Job Number: 36CS00041 Ply: 1 SEQN: 668626 / T14 / SPEC
4EBB 1828-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 1 FROM: AH DRW:
Truss Label: C1 Wgt 50.4 Ibs / ... 05117/2018
7' 14'
7' 7'
SEAT PLATE REQ.
C=-5X6
IIIZR4
14'
f" 1 7' 7'
7' 14'
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: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
SEAT PLATE REQ.
Snow Criteria (Pg,Pf in PSF)
DefVCSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefl L/#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.019 E 999 240
B 593 / 272 / 371 /- / 158 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.030 E 999 180
D 527 1234 1304 /- /- / 8.0
Snow Duration: NA
HORZ(LL): -0.009 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.011 E - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
D Min Big Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.683
Bearings B & D are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.422
Bearings B & D require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.119
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 C - D 809 -738
B - C 777 -739
40 015A38 FF 5B 8180 BB W 48 0D 992E 85 FB
Sixtr iCat+rrvsaixem atc a8�rad murwaladhy:A�l Marnn
PE OL. uc..0471VI on 0126ft shown abaft u9ng as"'L
aL'ffi4CnlstaEiC�SA C4�`4.
EaCaepdc�citfss dn:ca:tarmaccnahsSxsH �an>i saatmd
aab Ctse iiR �a3icnt;saaYramcede m+ C to�ifWcoasydectrar,4
c: ku
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
B - E 598 -5W E - D 598 - 536
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp_
C-E 311 -82
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
gqwire extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
r BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
grid ceilinlq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e Ann v nlates in earh face of truss and nosition as shown above and on the Join f Details. unless noted otherwise. kefer to
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawigg any failure to build the
conformance with ANSI/I PI 1, or for handling{ shlppinq, Installation and bracing of trusses.A seal on this tlrawmg or cover page_
this drawing,indicates acceptance of pro essrona engineeringg responsibility solely for the design shown. The suitability
le of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
nney.
omxnsnents
A
Job Number: 36CS00041
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: C1GE
7'
7'
Ply: 1 I SEQN: 668627 / T3 / GABL
Qty: 1 FROM: AH
Wgt 78.4 Ibs
� TYP1I G=4X4
14'
T
14' -I
DRW:
... / ... 05/17/2018
1 # 14'
14'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L- 84 / 39 / 40 /- / 12 / 168
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = -
EXP: C HORZ L 0.002 E - BearingB is rigid surface.
Des Ld: 37.00 Mean Height: 15.00 ft �) a g
NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0
TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.026 Chards Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26
Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48
GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 87 -89
F umber E-F 165 -14 K-L 84 -106
F-G 221 -17 L-M 27 0
Top chord 2x4 SP #1
Pot chord 2x4 SP #1
Webs 2x4 SP 03 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
Plating Notes
49
All plates are 2X4 except as noted. B - V 153 -47 R - Q 159 -50
p p V-U 153 -47 Q-P 159 -50
�lyind T - S 161 - 9 O - N 150 -53
ember design based on both MWFRS and C&C. '$ q S - R 164 -49 N - L 144 -55
dditional NotesV.
See DWGS A16015ENC101014 & GBLLETIN1014 for ��� v Maximum Gable Forces Per Ply (Ibs)
able wind bracing q
and other requirements. _ _ Gables Tens.Comp. Gables Tens. Comp.
C - V 122 -56 Q - H 205 - 83
. D-U 115 -75 P-1 159 -72
INA
E-T 159 -72 O-J 115 -75
F - S 205 - 83 N - K 122 - 56
STATEG-R 13 -89
40 015A38 FF 50 8180 807F 00 992E 95 F8
x'&Iterschsslacrnaledr %cabja reload=algidbyUawelMarttnes,
P£ (FL, tk.�r3.iHi.(cn ttrada;3c nhrtarn a �isig a SHd i .
i sa.'DheniS<a3ssxedde.
meted copinoldii does and not axbkmds mn:Jznd :paled
asac the zafthemz4ea;icyeodc riL.t UawMaden asrt+eicctraeak
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
omponengt Safety Information, by TPI anf7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrtretf
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
�3�t�achetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, aft ronertts ztz
aS applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. {2efer to P
drawings 16OA-Z for standard plate positions_
III ine, a division of ITW Building�Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the
t ss in conformance with ANSIII PI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drrawing or cover page. ,
It ing this drawing indicates acceptance of pro ession I engineering responsibility solely for the design shown. The suitability
a"d use of.this thawing for any structure is the responsibility of the Building Designer per ANSIfTP11 Sec.2.
F 'i more information see this iob's aeneral notes Daae and these web sties: ALPINE: www.aluineftw.com: TPI: www.tolnst.om: SBCA: www.sbdndushv.mm: IM www.iacsafe.om
Job Number: 36CS00041
Ply: 1
SEQN: 668628 / T22 / HIP_
4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D"
Qty: 2
FROM: AH
DRW.
Truss Label: M3
Wgt: 11.2 Ibs
/ .. 05117/2018
12 C
6 F�7- T T
M
2X4(A1) B 'IT r
4'3 �
A
D
SEAT PLATE REQ.
21
J
21
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi1CSl Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in for Udell U#
Loc R / U / Rw / Rh / RL ! W
B 87 169 / 144 / - / 64 / 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 32 15 129 / - / - / 1.5
BCDL: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): 0.000 D - -
C 13 / 28 / 12 / - / - / 1.5
Des Ld: 37.00
NCBCLL: 10.00
EXP: C
Mean Height: 15.00 ft
HORZ(T) L 0.000 D - -
Creep Factor. 2.0
Wind reactions based on MWFRS
B Min B Width Re 1.5
q =
Code / Misc Criteria
Soffit: 2.00
TCDL: 4.psi
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.094
D Min Big Width Req = -
C Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.023
Bearing B a rigid
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Factors Used: Yes
p
Max Web CSI: 0.000
aseatsurface.
Bearing B requires a seat plate. '
r
Loc. from endwall: not in 9.00 it
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords Tens. Comp:
Lumber A- B 13 0 B- C 6 38
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs) � I
Wind Chords Tens.Comp.
Member design based on both MWFRS and C&C. B - D 0 0
e �
$ 2'
all
�O STATE Of
"44
4"Fritio
SERALM
40015A38FF5BS1BOBB7F48Go992I &5FB
Thu1t¢mh+abarnalaciron{ca�v[�rtadw�9asafadFrikz rrurttne•z,
s?F.;Ft. t�.f8&T2�3:¢ antt�tsla,9rt sltx5w�¢.a6oa� itr�g a 53#3 a
endcraSsaTsmda.
PYntedc�Frsait}� d�ts���arm me tcr�ad sue, �:: axad sasalad
and ttse :axe'+en�css%aacrr�mrarasr-E��aciffed rais�c9ectmrbz �
arJat.
`*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme care in fabricatingg, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI ant? SBCA) toi safety practices prior to performing these functions. Installers shall provide tempora� r»rey.
bracing BCSL. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper y
per
attaches rigid ceilfnq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i2efer to rrulwffemts,
c
drawings 160A-Z for standard plate positions.
Alpine, a division of IT Building Components Group Inc. shall not be responsible for, any deviation from this drawing any failure to build the
truss in conformance with ANSIl1 PI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this rawing or cover pa�ge_
for the design The
listing this drawing indicates acceptance of pro essiona engineering responsibility solely shown. sui abriity
rise of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPl 1 Sec.2.
and
For more information see this mob's general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.org
Job Number: 36CS00041 Ply: 1 SEQN: 668629 / T19 / EJAC
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 14 FROM. AH DRW.
Truss Label: EJ7 I W9t: 23.8 Ibs / ... 05/1712018
/
SEAT PLATE REQ.
7'
1' 7'
ling Criteria (psf)
Wind Criteria
L: 20.00
Wind Std: ASCE 7-10
L: 7.00
Speed: 160 mph
L: 0.00
Enclosure: Closed
�L: 10.00
Risk Category: II
EXP: C
Ld: 37.00
Mean Height: 15.00 ft
�CLL: 10.00
TCDL: 4.2 psf
t: 2.00
BCDL: 5.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
:ing: 24.0 "
C&C Dist a: 3.00 ft
Lac. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
chord 2x4 SP #1
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 too Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.014 D -
HORZ(TL): 0.025 D -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.496
TPI Std: 2014
Max BC CSI: 0.368
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
13
9 #ATE
40 01 SA32 FF 56 81 BO tie 7F48 00 99 2E 85 FB
ThU Itgmhr btm clearratca�p s dcI ind%c I.d by r.Ear lmartbies,
PE (FL, Lk.0r71@21 as thadasa shciva aboW Wng a SHA<1
aside gnt3carffica Via.
nb1rdc=&vnf&.hdg. _= zw not crosismad sibs" tad sgabd
and the skk l avffiwt ml�=c4de mint b a vaff ed m Wj dectrassk
=Sy .L
L
♦Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 336 / 117 1259 / - / 173 / 8.0
D 127 /20 1101 /- /- /1.5
C 171 /133 /91 1- 1- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
A-B 27 0 B-C 77 -151
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byY TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarrvy
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins IIed per BCSI secfions B3, 67 or t
e._ Apply plates to each face of truss and position as shown above and on the Joinf Details. unless noted otherwise. (2efer to
a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSITI PI 1, or for handling, shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ .
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
re of this yawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2.
er�reY
OhT)�tJ[ttt5 ur
Job Number: 36CS00041
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: BJ5
T
SEAT PLATE REQ.
Ply: 1 SEQN: 668630 / T16 / JACK
Qty: 4 FROM: AH DRW:
Wgt:16.8lbs I I ... /
C
CV C7
1
Y
05/17/201 B
II
5- _I
I� I
YP8
5'
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl1CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udefi U#
LOG R / U / Rw / Rh / RL / W
B 263 / 96 / 208 / - / 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 / 13 / 70 / - / - 11.5
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.007 D - -
C 119 193 / 62 / - /- / 1.5
Des Ld: 37.00
EXP: CHORZ(TL):
0.008 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
B Min Big Width Req = 1.5
Soffit: 2.00
TCDL: 4.psf
BCDL:5.0 sf
P
9 Bld Code: FBC 2017 RES
Max TC CSI: 0.309
D Min Brg Width Req = -
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 is a rigid surface.
Spacing: 24.0 "
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
GC .. 0 1
FT/RT:20(0)/10(0)
Plate T e(sp
Mfg Specified Camber:
pt: . Maximum Top Chord Forces Per Ply (Ibs) i ;
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp.
Lumber
A-B 27 0 B-C 53 -120
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp.
Member design based on both MWFRS and CBC. B - D 0 0
.�.
NO 047182
STATE OF P
,TtM�.
40 K 5AM ff 56 M B0 8B 7F 48 W 0 2E SS FB
ikitlaam'hs�ss takrls tcaffi.ps ncdznd=atudhyr,LwAMMartbum
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And ehe.5rs� i ssathastkaskmamde cvuC ba.vAl ed a Arldectmnk
rs�ias_.
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"'IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handling,sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI anc7'SBCA) satiPety practices prior to performing these functions. Installers shall provide temporary ctney
bracing per BCSL Unless noted olherwlse,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, mn�nts
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i2efer to 1
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_
listing this drawing indicates acceptance of prot°essrona engineering responsibility solely for the design shown. The sultabrlrty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Job Number: 36CS00041
4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D"
Truss Label: 13J3
T
SEAT PLATE REQ.
Ply: 1 SEQN: 668631 / T17 / JACK
City: 4 FROM: AH DRW:
Wgt 12.6 Ibs .. / ...
C
T
05/17/2018
3'
3'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL / W
B 193 / 76 / 162 / - / 86 / 8.0
TCDL: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): NA
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 51 / 6 141 / - ! - / 1.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 D - -
C 64 / 51 / 30 / - / - /1.5
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
CreepFactor. 2.0
B Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 P sf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174q
D MinBWidth Re
rg
Load Duration: 125
MWFRS Parallel Dist: 0 to h/2
TPI Std: 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 It
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B requires a seat plate.
r
Loc. from endwall: Any
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
1 VIEW Ver: 17.02.02.1208.15
T C
chord 2x4 SP #1
chord 2x4 SP #1
design based on both MWFRS and C&C.
r
40 015A38 FF 58 81 B013B 7F48 CO 992E S5 FS
Yhh itarsnBva be�mitsderaica. �: mmd xmdatafadtry fu=t7 Martinis,
PE(;1. Ltc..94nsEt antttx:c ishpvrroafxawinga$"—I
it:thanfS�ri^iea°uemdt.
tcd ea�5aresidus dtxraa,s�Qiaxt x�vtcxrsidcaed Jena -.mod snalad
W'A ZERAAsuAfiaantka4%sesefinwt ba aeiflesi mmIdeatmnk'
Chords Tens.Comp. Chords ens. omp_
A-B 27 0 B-C 29 -105
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
> require extreme care in fatiricatinq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building -
nen Safety Information, b TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temposrryy ctn�s
per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
tl rigpid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, ` am ?t�itClrlS, tit
icable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (refer to I
)s 160A-Z for standard plate positions.
a division of ITW Buildint�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handling shipping, 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
re of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number:
0041
4EBB 1828-Cali 6CD"0/DR Horton /4EBB 1828-Cali "D" I City: 4 Wgt 11.2 Ibs I FROM: AH 632 / T18 /JACK DRW.
BI
Truss Label: J1 / ... 05/17/2018
4"3
0
12
6 C
2X4(A1) B
SEAT PLATE REQ.
M
F T
o to
M
n
1'
1'
it
Loading Criteria (pso
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in roc Udefi U#
-Lot. R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
B 150 / 77 1 145 / - / 42
18.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 10 118 / - / -
11.5
BCDL: %00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.000 D - -
C -14 / 28 / 25 1- 1-
/ 1.5
Des Ld:EXP:
C
HORZ L 0.000 D - -
�)
Wind reactions based on MWFRS
CL 10.00
NCBCLL: 10.00
Mean Height: 15.00 ft
Code ! Misc Criteria
Creep Factor. 2.0
B Min B Width Re 1.5
r9 q
Soffit: 2.00
TCDL: 4.2 sf
p
BCDL: 5.0 psf
BldgCode: FBC, 2017 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h12
TPI Std: 2014
Max BC CSI: 0.015
C Min Brg Width Req = -
Bearing B a rigid surface.
Spacing: 24.0 "
C&C Dist a:
Re Factors Used: Yes
Max Web CS 1: 0.000
Bearing B requires a seat plate.
Lac. from endwadwall: l: Any
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces PerPly
(Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
Lumber
A- B 27 0 B- C
28 -19
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs) i
Wind
Chords Tens.Comp.
Member design based on both MWFRS and C&C.
B - D 0 0
40 015A38 FF 50 8180 SB 7F48 00 99 2E 85 FB
it ftarnwxszmd=fadbyNFasars9tAarttnea
PEK. uic.947111:j a madm Stowe a6ares eapsiMA
xzihontitat€�s ersdr.
fuaatndrrspt�,s. iai-iadtxcs mot cualtAW6d%4A442 at =Abd
and ttueasaa ss.3bantScsS-c�aecc�eraust Gac�if9cdm���dactm�h
—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, bV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryyiy
bracing er BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attachesMid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins�alied per BCSI sections B3, B7 or 610, rnrrents tar
as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to t
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildint�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 ANSUTPI 1 Sec.2.
t
Job Number: 36CS00041 Ply: 1 I SEQN: 6686341 T21 / HIP_
(4EBB 1828-Cali "D"/DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW.
' Truss Label: CJ7 Wgt: 42.0 Ibs .. / _. 05/17/2018
6'3" 9110"1
6'3" 3'7"
SEAT PLATE REQ.
C
1 5" 61 "4 i 3'2" i 6"� v�
6'1"4 9'3"4 9'10 1
ling Criteria (pso
Wind Criteria
_. 20.00
Wind Sid: ASCE 7-10
L: 7.00
Speed: 160 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: II
EXP: C
Ld: 37.00
Mean Height: 15.00 ft
CLL: 10.00
TCDL: 4.2 psf
t: 2.00
BCDL: 5.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
;ing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
chord 2x4 SP #1
)s 2x4 SP #3
special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to
55 plf at 0.00
TC: From 2 plf at 0.00 to
2 plf at 9.84
BC: From 0 pif at -1.41 to
4 plf at 0.00
BC: From 2 plf at 0.00 to
2 plf at 9.84
TC: -7 lb Conc. Load at 1.41
TC: 128 lb Conc. Load at 4.24
TC: 238 lb Cone- Load at 7.07
BC: 23 lb Conc. Load at 1.41
BC: 103 lb Conc. Load at 4.24
BC: 179 lb Conc. Load at 7.07
loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc. Udefl U#
Loc R / U / Rw / Rh / RL
Pf. NA Ce: NA
VERT(LL): 0.015 G 999 240
B 330 / 208 1- /_ /_
Lu: NA Cs: NA
VERT(TL): 0.041 G 999 180
E 385 1175 I- / 0 / 0
Snow Duration: NA
HORZ(LL): 0.004 F - -
D 29 / 14 / - /- / -
HORZ(TL): 0.008 F - -
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: 0.241
E Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.326
D Min Brg Width Req = -
Bearing B is a rigid surface.
Rep Factors Used: Yes
Max Web CSI: 0.256
Bearing B requires a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
/W
/ 10.6
11.5
/ 1.5
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 14 -11 C-D 55 -72
B - C 330 - 650
% STATE OF
40 01 SA 38 FF 58 81 B0 BB 7F48 CO 99 2E 85 FB
atYt itlm tAsiu;Yst a{a ,�. anal md%aaladby U2a 1AAarttac.,
lfc.947Mf are the data sitawn abw-z Wag a 514A<3
ant3tatiw�saa9m
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=a !Fc SE�k it ¢nt caAz"c c�:e!¢mvzc :aetlfiad cn aezydacttmn
arias.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 -290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 -47 C - F 345 - 709
*`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI anr7'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 pro any
iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to
a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
this drawing indicates acceptance of processional engmeer!ng responsibility solely for the design shown. The suitability
;e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
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■ aooua ,'I, 9xZ (1)
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00.1 = }zN 'a aunsodx3 'pasopu3 'g4B1aH uoaW rSTr'PaadS pu1M qdw o4T w0
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lin�.ag �uawaDuo juiaN pn�S alcrnD
IOT-L 33S'd
Gable Stud Reinforcement Detail
ASCE 7-101 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Orl 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ort 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00
firs 120 mnh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exnnsure It. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) ix4 'L' Brace x
(1) 2x4 'LBrace x
(2) 2x4 'L' Brace is
(1) 2x6 'L' Brace x
(2) 2x6 'L' Brace ■
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'
U
S P F
#3
3' 6'
5' 5'
S' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
U
iJ
Stud
3' 6'
5' 4'
5' 8-
7' 2'
7' 7'
8' S.
9' 1'
ill 2'
11' it,
13' 7'
14' 0'
I� P
Standard
3' 6'
4' 7'
4' 1t'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13, 1'
14' 0'
n%
41
3' 10'
1 6' 4'
6' 7'
7' 6'
7' 9'
8' ll'
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
-�
-
S P
#2
3' B.
6' V
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
It' 7'
12, 0'
13, 9'
14' 0'
�
iu
D F L
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
B' 9'
9' 1'
to, 1'
10, 10,
13, 8'
I 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
B' 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
'�" )
-
S P F
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 3'
10, 6'
13' 3'
13' 9'
14' 0'
14' 0'
#3
4' 0'
6' 7'
7' 5'
8' 4'
8' 8'
9' 11'
10' 4'
13' V
13' 7'
14' 0'
14, 0'
U
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14, 0'
O
H F
I�
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' It,
10' 4'
11' 10'
12, 8'
14' 0'
14' 0'
S P
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10' 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0-
#3 #3
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12, 5'
13' 3'
14' 0'
14' 0'
QJ
1J F L
Stud
4' 1'
5' 11'
6' 4'
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'
to, 2'
it, 0'
11' 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'
d
S P F
03
4' 5'
1 7' 7'
8' 1'
9' 2'
9' 6'
10' 11' ,.
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
LJ
tJ
u
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
O
�l F
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, I1'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
B' 0'
e' 3'
9' 5'
9' 9'
11' 2'
it, B'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 8'
7' 11'
8' 2'
9'. 4'
9' 8'
it, 1'
It' 6'
14' 0'
14' 0'
14' 0'
1 4' 0'
c
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
Ill 0'
11' 6'
14' 0'
14' 0'
14' 0'
14 0'
L
D F L
Stud
4' 6'
6' 10,
7' 3'
9' 1'
9' 7'
Ill 0'
Ill 6'
14' 0'
14' 0'
14' 0'
14' 0'
,--A
Standard
4' 5'
6' V
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12, 8'
13' -7'
14' 0'
1 14' 0'
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hem-Flr
MI ,,#2 Standnrd 1 #2 1 Stud
03 1 Stud #3 Standnrd
Dou Ins Flr-Lurch Southern Plnewx.
#3 113
Stud Stud
Standard Standard
Group Bt
Hem -Fir
01 & Btr
#1
Douglas Flr-lurch Southern Pine+..
#1 #1
#2 #2
1x4 Braces shall be SRB (Stress -Rated Board).
NxFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rades.
Gable Truss Detait Notes,
Vlnd Load deflection criterion is L/240.
Provide uplift connections for 135 ptf over
continuous hearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
AbycutK
Attach 'L' braces with Lod <0.128'x3.0' min) nails.
W For (1) 'L' brace, space nails of 2' o.c.
ebla Truss
In IS' end zones and 4' o.c. between zones.
n 2, nailsce
)IOKDiagonal eand 3betweenzones,
brace options
18'end zones 6'a o.c.
T I
vertical length may be
doubled when diagonal
18'
)K 'L' bracing must be a minimun of 80% of web
brace Is used. Connect
L
nember length.
diagonal brace for 690a
'L'
*I
Gable VerticaL Plate Sizes
at each end. He web
Brace
I
total length is 14'.
)K)K I Vertical Lennth I No S lice
2x6 DF-L #2 or
Less than 4' 0' 2X4
better diagonal
r
1
+ Greater than 4' 0', but 4X4
Vertical length shown
bracei single
8,
less than 12' 0'
X
tt84,length,
In table above.
or double cut
45'
(as shown) at
L
1 • Refer to common truss design for
upper end,
peak, splice, and heel plates.
LJ
ontinuous Henring Refer to the Building Designer for conditions
-771111
Connect dWgonn at
midpoint of vert:cat web.
Refer to
Ttillllillh not addressed by this detail.
chart above for roax ga e r
..VARNMQa REAM AND FDLLOV ALL taDTES ON THIS DRAVINCd
..DVMTANT- FLRNISH THIS DRAVMG TD ALL �7TRACTORS WCLUBM THE INSTALLERS
��� �ji
Tj�%,
REF ASCE7-10-GAB16030
Trusses require extreme care In fabricating. handlbq, shipping, instolting and bracing Refer to and
Falto. the latest edition OF BCSi oluimng component Safety Information, by TPI and SBCA) for safety
`..•� ��
i
�`�" & '
DATE 10/01/14
proctkes prior to perf-Ing these functions. Installers shall provide temporary broping per BCSI.
Unless noted otherwise, top chard shall have attached structural saterZq and bottom chord
_ NO
properly
zhdl hove properly attached Hold ceiling. Locations shorn for permanent lateral restrdnt of webs
sections or 210, as ppttkabto oI plates to each face
shall have bra ion alledss
SCSabove
DRWG A1603CENC101014
Q I1f1II
per
the J d
of truss nd position as shorn above and to the Joint Det¢ls, ur�iless noted otherwise,
Refer to drawings 1601E-Z for
ZZ
stnndartl plate positions.
Alpine, division, ITV BuRding ConpanenSs Group Inc noY he responsible for any deviation from
s ATE OF
AN fiWCL7MPANY
n of shalt
this al-ft, any fdlwe to bald the truss in conformance with ANSI/TPI 1, or for handling, shlpptng,
imstallatlon L bracing trus
'JiJTQ�
MAX. TOT. LD. 60 PSF
of ses.
A seal - thisar dr.V4V cover page Listingthis drowine, Wil-tes acceptance of prosslamAt
respc- Rlty sdAy far the desb� sho.n. The sUtabRlty and use of this draaw4,e
��t C 0 11
`
Earth Lakefront345
QV -,I g
frar any structure Is the respaeSiblkity of the DARdhit Deslgner per ANSVTPI 1 SecE.
off
-
�f+jM �_ i
MAX, 4.0. _-
Earih City. MO 63045
Far mare Information see this Job R enerol notes pose and these web slSes�
AI t aim
K04a N '
_
_ f - -"
ALPINE, rww.nlpb,gtr.coml TPA •w.tpMst.orgl SBCN �ww.sbclntlus_tryargl_ILLl �..)ccsafaa..e_ _
b lZ -
. _ _ -- .de 1 ---
- -P
J
61
'T
Relnfoi
Memk
Go
Tr
Gable Detail
For Let -In Verticals
asbo�uc + If web has a scab brace, then webs
over 48' from Joint to .Joint need
to be braced with 'L' or 'T' braces.
Brace is 90% of member length,
Gable vertical length
greater than 48' 'L'
Ir 'T' brace required
1
Ar16
Refer to approprlate Alpine gable detail for
minimum plate sizes for vertical studs.
(E)Refer to Engineered truss design for peak,
splice, web, and heel plates.
®If gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Examples 2X4
2X4 2X8
No
race required +
In Ueu 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 Nnilsn
10d Common (0148'x 3,'min) Nails at 4' oc, plus
(4) nails In the top and bottom chords.
Toenalled Nallsr
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 Detall Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
- A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIDID14
See appropriate Alpine gable detail for maximum unreinforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -hall - Dr - End-ndl
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 N3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Goble vertical Length
L30 x 8' 7' = 11, 2'
'T' Relnf.
Misr. Size
'T'
Increase
2x4
30
2x6
20
��OI� Lhl
IIJI�\VI' I l`-� Jam-
AN ITIAN COMPANY
19389LakekontO ue
EeNIC1ry,M0MW
gVARNTMOv REM Alm �L°M ALL � ON THIS WAVDIG
re®FQtTAMTsr FURN= THIS MAVIIfr M ALL CQI1RACfIIi$ INCLUMM THE INSTALLERS,
Trusses require extreme con h 9abrto ikV, handling, shipping, InstatIft and brash®, Refer to and
follow the Infest eadon of >icsr ®ullr4g Coroarvrnt Safety Lrforrwtlroi, by TPI omi SBCA) for safety
9, prior to perf0 these functions. Instnders shalt provide tonpnrory �iracUq par BCSL
UMess noted otfierelar. top chord shall have properly attached structural shell, 9 and batten chard
shall have a properly attached rgkL ceRe+g. LAcntbrns shown for pernonent lateral restraint of we
sections th J or 810, as 11cable. no Apples to seal face
of t have and
dmi;position
lAsion as d per above
of truss and ppoo5s?khn as shown above and on the JaUrt 8etofls, wtess rated
Refer to drnwsps 16DA-Z far standard plate positions.
At**, a division of ITV Bddna Conpanmto Gray D+e shalt not be responsible for nn_y devg t fro"
this drandrnp, any failure to build the truss h eonfornonee whin ANSI/TPI 1, or for hnndung
installation s brndg of trusses,
al
A sral on this drawkp or cover Ibthg this drmMg, Yndcates acceptance of professional
.wax.rrw hhieyy ratty for a deso Shown, The sullabuey and usr of this dra+rw
far any structlrrM thr ragwnaibIFky of the Adidhg 8eslgner' per A R/M I Sera.
For more hlformtlon sae this job's general notes page °nd these web sites'
al Mr..n.nlMelArn.. MXF.....b.►,cla.n} SW-M rh.d chmisir•varo, Ire. aw.JeeseFe.ere
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µ - - y -
MAX. TOT, LD. 60 PSF
REF LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
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A
Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00
Top Chord 2x4 SP #2N, SPF #1/#2, ➢F-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,
3Kx Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3.5') nails toe-nalled for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
3X4
12
12 Max, I-
2X4 X4
I-- 8-0-0 Max --{
4X4
12
12 Max, I
1X3
1X3 I (Max Spacing)
5X4/SPL
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'To reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with;
properly attached, rated sheathing applied prior to valley truss
installation,
Or
PUrllns at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used In lieu of purlin spacing as specified on
Engineer's sealed design,
xxx Note that the purlin 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-nalled1� /
�a
.I�01"
2X4
9�p-1
SP
20-0-0 (++) .I
Supporting trusses at 24' o.c, maximum spacing.
2X4 4X4
Square Cut Stubbed Valley Optional. Hip
Bottom Chord End Detall Joint Detail
,natulu,ulun
"VARHM- REAB AM FULLW ALL NOTES DH MS WAVMa `�,,�r �� �''. TC LL 30 30 40PSF REF VALLEY DETAIL
_BrWrANTss FUWSH THIS BRAVM m ALL CONTRACTORS IHcttMM Tiff DWAUMM .`` �' G
Trusses require eetrerw care 1. fobrk*tkv, hondMg, shlppbia, InstaLft and brodng, Refrr to and
toll*. the lntrat edition of SCSI Gutding Conpenent S*Fety Infommtlon, by TPI and SBCN for
soFety _.,� E(', €l(�, ✓ 'C DL 20 15 7 PSF DATE 10/Ol/2014
prvctkea Pr'iar to perforring these Anctlo— Fnstotlers shall provide tenporory brodN per BCSL 'y
wt . natrd otherwtee, top h.,d shall ha.. property att-1-d structural zt—thhg a d Wito. ahem �. $ir DL 10 10 10 PSF DRWG VAL160101014
shall have a property attached rigid celUng. Locations shown far permanent taterot restraht of webs _� �
shall nova i—.hiipas; lm .Ued per above srcd M the
J or 910, s,apptk able. Apply plates to each face — / '
*f truss a .1 pos t on a0 ahem abo.. and an the Jo nt BetaOa, mess road atlx Mso. _ LL 0 0 0 PSF
Ratan to drowings 160A-I for standard plate pallti .
AN rtWmMPANY APma. a m.w*n of tTv Bwaa earpan.nts Gro p Ir shag net b. responsbtr far an de.mtmn fran = TOT. LD, 60 55 57PSF
this dra.I.q any fa — to bu0.d the truss In eonfornonca .1th ANSI,TPF 1, or far FmMue+p, shbpine. .fix E OF
Inotatlation 1, brackp of trusses.
A seal an this dm*Q or cover page UstkV thk drowk,g. b.2-tes oCcepto of professlnnal
r*�onsbp�t�, solely far the assign shown lRr swtabtth arwi use of, this dwek�g �� 1;} 3 fS f�� ``� UR.FAC, 1.25/1.33 1.15 1.15
13389 LeW—( Drive For nryr a la N+e rospmWbPKY oP the Bolding gestprar ppenr ANSVIPF 1 Secal i� /�' (- t�7 W
Earth Cily, MO 63US For e,f—tio. see this Job's general nods Induce and U.- ob Sias``� SPACING 24,0'
ALPINE, —toh-lt..conr TPB www.totnstor*, SBCA, .swab. stry-01 ICQ .n.kesofe�wg �, L,.IIa, ., ,�
11Y{W
s
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 mph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bidg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0.
Dr 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5% psf (min), K2t=1.0,
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other, suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable IF cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx ReFer to Enolneer's sealed truss deslon drowina for oloovback and base truss soeclfications.
Detail A 1 Purlin Spacing = 24' o.c, or less
12
Up to 12
24' o.c. max
4'
l—Top Chord Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing in between.
Detail B , Purlin Spacing > 24' o,c,
PI89Ybnck cop truss slant Walled to nil top chord purlin
bracing with (2) 16d box nails (Od35'x3.5') and secure top
chord with 2x4 #3 grade scab (1 side only at each end)
attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c.
12 Attach purlin bracing to the flat top chord
using a minimum of (2) 16d box nails (0.13510.51).
Up to 12 V /- I I I I \\
4'
Purlin Spacing)
24' o.c, max
Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at
Depth both ends, purlin spacing
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max, and use Detail A. t)ajd�ftijjjjj
WARt1TNCIPx READ AM FOLLDW ALL NOTES M TM BRAVMM ,.�\ `veL '1""fflt.
a■nwrnTANTaa R"GSll DO DRAWM M ALL CMMACTaRS MMUDMG THE INSTALLERS. q
Trusses require exteene care in fabrlcatina, handUng, cNpping, InstatU.a and bracing. Refer to and
follow the latest e11 of HCSI I:Bus, Component Safety Infornatlon, by TPI and III for snfety h�tL�' �VEt�
Procti a prior to performing these functions. Installers sholl provWe temporaryy bracing per BCSI. �S,(�
Untess tad otherelse, top hard shalt hove properly attached structural shaofWng and botton chord
halt have a properly nttaci d 49W c Wng. Locations Shawn Par permanent Interns restraht of sebs
shall hove bracing instatled per BCSI sectionc B3, 87 or BIB, as applicable. Apply plot" to each Face
d I 1 1 L-11� of truss and position as hosn bovr and on the JointDetals, unless noted th.r.1se. _
ILI JIUr=� Refer to drnringc 160A-Z for standard plate positions.
AN rrWCOMPANY Atphe, a division of ITV Buudtnp conpa,rntc Group Inc, shalt mat be responoble far nnyy devatlon fra,
this droving, any failure to build the truss In conformance with ANSI/TPI 1, or for har ng, sNPphg, '�'�1 Arm` or
installation S. bracing of truss".
A seal on this draving or cover page U ling this dravtrg, baacates acceptance of prof—d ..L am
rngineerYq responsPoRity el for the design shown The sWt =y and use of this droshg 11.
13389 Lak0ont Orive fa' any atruc4re Is the respon 11ty of the �dhg Da dq,er per ANSI/TPI 1 Sec2 401 -
Earth City, MO 63045 Far pore hfarnation see this Job's general notes page and these sob sites F7f
ALPRID s.salptrwits.coni TPI� wvwtpinstorgi SBCA, wew.6bc1ndustry.or9i I= vnlcc94fe4r9
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) l6d box nails (0.135'x3.5')
and secure top chord with 2x4 #3 grade scab
(1 side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using <2) 16d box malls (0,135'x3,5').
The top chord #3 grade 2x4 scab may be replaced
with either of the Following, (1) 3X8 Trulox
plate attached with (8) 0,120'xl.375' malls, (4)
Into cap TC 6 (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'x1.375' nails. Note- Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods)
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members, Attach to each face @ B' o.c. with (4)
0.120'xl.375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' (min) APA rated sheath! ngg ggussets
(each face). Attach 8 8' a.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 @ 8' o.c. with (6) IOd box nalts (0.128'x3')
per scab, (3) In cap bottom chord and (3) in
base truss top chord, Scabs may be staggered
4' o.c, front to back faces.
28PB Wave Plcayback Plate
line 28PB wave pigggyback plate to each face
@ 8' o.c, Attach Eeeth to pigg�'back at time of
fabrication. Attach to suppor ling truss with
(4) 0.120'x1,375' malls per face per ply.
Piggyback plates may be staggered 4' o,c. front
to back faces,
REF PIGGYBACK
DATE 10/01/14
DRWG P13160101014
11
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Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces may be Increased for
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail.
(B) = Damaged area, 12' max length of damaged section
(L) = Minimum nalling distance on each side of damaged area (B)
(S) = Two 2x4 or two 2x6 side members, same size, grade, and
secies as damaged member. Apply one scab per face.
Minpimum side member length(s) = (2XL) + (B)
Scab member length (S) must be within the broken panel.
Nall 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 toads.
S
L L
4' o,c.
Typical ~
+ o + o o+oo + o +\-",,+
o + o +
—1 2' 1—
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nails+
o = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail
I.�IJ O
AN RW COMPANY
13389 Lakefront Orve
Eartn City, MO 63045
Duration of Load
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18'
975#
1055#
1295#
1415#
Web or Chord
2x4
4
975#
1055#
1495#
1745#
Web or Chord
2x6
1465#
1585#
2245#
2620#
Web or Chord
2x4
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
f
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#
Spacing Detail r
—VARMNGPs READ AND FMUW ALL NOTES ON THIS DRAVM
■-WMTAUr RAWSH THIS BRAVING TII ALL CaNTRACTUR.S It&Ll1DI% THE WTALLERS.
Trusses require extreme care In fabricating, handAing, shipping, installing and bracing. Refer to and
follow the latest edAtlon of SCSI (Building Component Safety Information, by TPI and SBCA) For safety
pprractices prior to performing these functions Installers s1vaU provide tenporory trading per BCSL
Untess noted otherwise, top chord shall have property attached structural sheathing and bottom Choi
y chap hav¢ properly oiMchetl Noll ceBing. Locations sham for permanent lateral restealnt of efts
f� shall Yave brocb,g Instaltfd p¢r VSd' wctlons H3, B7 or efo, s opplkabt¢. Apply plates to each Face
of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-2 for standard plate positions.
Alpine, a &Islon of ITV Bolding Conponents Grot4 Inc. shall not be responsible for any deviatlon fr
thls drawing, any faltre to btAd the truss 1n conformance with ANSUTPI 1, or for handling, shipping,
installation 4 bracing of trusses,
A sad on this drawing or mvr page listing this drawing. indicates acceptance of professional
en9lmeerNg respandhUty solNy for the de shown. The sWtabsky and use of this tlrn•Ing
Far any structure Is the responsibility of the Mdhg Desloner per ANSVIPI 1 Ser.B
roe more information see this job's general notes page and these web sites,_
No.
lYTE OF
NAV
Magnum
L Distance
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
RTrn
IS DETAIL
STANDARD BOTTOM CHORD FALSE FRAME DETAILS ADING AND
AND
SPACING
nM TP
4' 0' CC MAX. LENGTH T0� ILLER
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' O.C, MAX., OR SEE NEXT OPTION,
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
APPLY REQUIRED BRACING (SEE BELOW),
- OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX,
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES <❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS)
xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD.
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
PER THE LATEST VERSION OF ANSI/TPI,
APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS
f USE THIS DETAIL FORT
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION
RIOR 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,
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'),
�E 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 CON➢ITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
(- SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION,
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE 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 OSB) GUSSET TO EACH FACE AND
8d NAILS <0.113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED,
- VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS).
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE
FACE ONLY).
—WARNUM" READ AND Fd1DV ALL NEITES ON TD8 BRAVM
..DPQ2TANTs fIADIIBN nuS DRAVM TB ALL CDNSRAGnM VILTOING THE INSTALLERS.
Trusses require ewtrme core In fabrlcatirg, handit, shlpp4tg, InstallIng and br=Ing. Refer to and
feller the latest edition of BCSI (8u0tllnp Canpenmt Safety Inforwtbn, by TPI and SBCA) Par sofety
prnctlms prior to perforning these functions. Installers shall provide tenporary bra par DCSL
esf noted otherwise, top chard shalt have properly ntteched structureI she. ng and batten oho
shell have a Properly attached r'I0W "lung. LocatWrt, shown for pernonent lateral plates
of face
shall have bracing Inn " C per above
sections th H7 or B30, es epplkobte. Apply rl, W each faee
of truss and ppoos 160 as farm above and pl a the Ions. Detoss, wtecs rotetl othenke.
Refer to draw as 160A-Z for stantlord plate poslikuls.
AN RWCOMPANY Alpine, a dvislan of 1TV Bukcft Conponents Group Inc shall not be responsible for any devlbtl n Fr
We drawing, any FFall a tobdllsthe truss In confornonce with ANSUTPI 1, r for handUng, sHppbrg,
ra m ,
Installation L b
A seal on *Ns drawing r cover page listing this drawing, Indcates occeptanx of professional
engtaerYvl responsUMNy sdely for the deslg, shown Tar sultobDlty oM use aP tHf drawing
13389 Lakefront Odve fr any s�ruc Is tM rosponsMalty of the &AdYg Doslgncr per ANSI/TPI I Ser2
Earlh City, MO 63045 For nre InFornatlon see this Job's gmemt rotes pope and these web sites
ALPINE. ww.atNnaitw.eanr TPL wrw.telnst.ora SBCAe wew.sbCWd-trya'el ICO wrJccsafe.orA
N
10 S AiEOF @
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
a
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 ft 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 80 o,c, plus clusters of four nails where shown in figure below < ).
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections,
oVARNDC3ee READ AND FLlOV ALL NO= DTHIS
N TS DRAWiGi
esDPORTANTss FURNISH THIS DRAVM TO ALL t]PIIRACTiRS 1NCLMM THE DiSTALLERS.
Trusses requIrt extreme core In PabricatUq, handling, shipping, InstalUng and brocing. Refer to and
follor the lntert etlltion of BCSI (Hultle,g Component Safety ,nforna ' by 7PI and SBCA1 for safety
procdcas Prior to performing these furictlons, Installers shoU proWde tw�poorroarryy bretlng per BCSL
ONess noted othereise, top chord shall have properly attached structural sheathing and button chor
stroll have o property attached rigid ce0.1nD Locatbns ¢horn for pernanent toterol restraint of rebs
shall have brodng to ta. per HCS[ sections H3, H7 or BID, as nppilc. no Apply plolep to each face
11��11—�1f�11 of trust and ppootldon ac thorn aloova and on the JoMk Deknls, uNecs noted otherrlse.
Refer to dm as 16DA-Z for standard plate positI. -.
Alpine, a dvl-ion of ITV Bul Yn Components rroW Inc shall not be responsible far any devIation fN
AN ITWCOMPANY the droWnp, any foRure to bJl�the truss N conformance rlth ANS[/TPI 1, or for tardUng, -hyping,
Instnllatbn 6 broCing oP trusses.
A seal on thls draebq or cover page Ustinp tlds draox), hwucates acceptance of professlonal
e�gtr�earY�g re ���tly�sd far Nx design sham The sWtabilty and use of thls druehg
13388 Lakeftwl Drive for cram uctir Rt _"_ re,pmsVllty of Me BundnB OesW" per bdI/TPI I Sect.
Earth ON. MO 63045 _For more InPornatlon see this Jobe generol notes pogo and these r^eb_sltes�
No
ATE OF Q
❑TAL TOP CHORD
BAD NOT TO
XCEED 40 PSF
)EAD PLUS LIVE)
IDUR, FAC, 1,15/1.25 I
EF 2X4 SCAB O.H.
ATE 10/01/14
RWG ❑HSCB2X41014
T
12 (2) 16d TOE NAILS
VARIES OPTIONAL SCISSORS BOTTOM CORD
1
(2) 16d TOE NAILS
5-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
I
N.T.S.
12
vARles
(4) 16d NAILS
See Connection Detail
i
• OPnONAL WEB CONFIGURATION
_
3x4
(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
TYPICAL CORNER JACK (CJ)
I N.T.S.
i
TYPICAL CORNED' SET INSTALLATION
i TILE: SHINGLES:
TOP LIVE LOAD:! 20 20
TOP DEAD LOADt 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL• i 45 37
STRESS ZINC. 1.25 1.25
WIND DESIGN: MM. 160 MPH PER
ASCE 7-10 MAX24" O.C.
i
**WARNING** Read & Follow all notes on this drawing.
Furnish this drawing to all Contractors including the installers.
M
EJ a
End Jack EJ
�
4
p
G, LL
eveled Jack (BJ)
_
m
(BJ) ..
Of
W
T
m
a.
CONNECTION DETAIL
°°
(BJ)
_
(2) 16d GUN NAILS
a—'
FOR EACH LOCATION
SHOWN TOP & BOTTOM
c��GJ
2x4 SYP Nailer 16" Long
Gomel
B'—o" MAX.
Top & Bottom use 16d
Nails 4" O.C. staggered
TYPICAL CORNER SET
LAYOUT
N.T.S.
tz
B VARIES F {4) 16d NAILS
See Connection Detail
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
tee,
� �®��f�eaireFerBt® vcL ARTS'✓.
*
GEN
P10 m MANUEL MARTINEZ, P.E.
FLORIDA REGISTERED ENGINEER
LICENSE # PE 47182
STATE OF
r •
siF°•LOR1 °\`s
188111 w