HomeMy WebLinkAboutTRUSS1&*
RANEY COMPONENTS"
aney 19900 Independence Blvd.
Groveland, FI 34736
omponents, LLC one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429
Job Information:
'fl,.15(omer Name:
c DR Horton
Description:
4EBB 1828-Cali "D" ILL OL
L d oa mg f Y
" jr-
Creekside Lot 43
8745 Cobblestone Dr
City, State, zip:
Fort Pierce, FL
"ag—y Cover Sheet
Order #
JOB # 36CS00043
Printed: Thu, May 1'7 2018
FOR Name and License Number:
orma ion.
Root Loads: Floor Loads:
TC Llve., TC Dead: BC Live: BC Dead: TC Llve: TC Dead: BC Live: BC Dead:
20 7 0 10 0 0 0 0
Bldg. Code: W/nd Sld: 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: I thru 27 Total 27
# DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO
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Pages or sheets covered by this seal from: I thru 27 Total 27
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Digitally signed by Manuel Martinez
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Page 1 of 1
Job Number: 36CS00043 ' Ply: 1 SEQN: 668752 / T10 / COMN
4EBB 1628-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D"'LL OL Qty: 16 FROM: AH DRW:
Truss Label: Al Wgt: 224.0 Ibs / ... 05/17/2018
64"8 1 T10° 14'4"7 19'10° 25'3"9 31'9"7 33'3" 39'8"
6'5"14 5'S"9 5'59 6'5"14 1'6" 64"8
m i
0
6(A2)
®23(4 m4X6 =3X4 m3X8 =3X4 =4X6 ®2X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 6'212 5'94 _�_ 2'0"1`� 5'9"1 �_ 59"1 2'0"1 5'9"4 6'2"12 1'
F + 12 + 12' T14'D"1 19'10" 25'7"1 + 2T8" 33'5"4 + 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 loc Udell U# Loc R / U / Rw / Rh ! RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 g 1654 / 709 / 961 / - / 445 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 / 961 / - /- 18.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP: C HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Big Width Req = 2.0
NCBCLL: 10.00 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: 0.666 Bearings B & J require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Sid: 2014 Max BC CSI: 0.600
Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 j
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1966
Lumber B - C 1492 -3056 G - H 1255 -2428
C - D 1228 - 2466 H - 1 1228 - 2467
Top chord 2x4 SP #1 D - E 1255 -2427 I - J 1493 -3057
Bot chord 2x4 SP #1 E - F 1114 -1906 J - K 27 0
Webs 2x4 SP #3
Bracing Maximum Bot Chord Forces Per Ply (Ibs)
(a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp.
member. Or 1x4 "T" reinforcement. 80% length of B - R 2673 -1193 O - N 2105 -826
web member. Same species & SRB grade or better, R - Q 2670 -1193 N - M 2671 -1195
attached with 8d Box or Gun (0.113"x2.5",min.)nails,
6" oc. #�e Q P 2670 -1193 M - L 2671 -1195
-sf ° • ". P - O 2104 - 801 L - J 2674 -1194
Loading, ae r
Truss passed check for 20 psf additional bottom ' Maximum Web Forces Per Ply (Ibs)04
chord live load in areas with 42"-high x 24"-wide ftm Webs Tens.Comp. Webs Tens. Olrnp:
clearance. R - C 276 -5 O - G 494 -779
Wind *go. C-P 418 -596 G-N 464 -164
Member design based on both MWFRS and C&C. P - E 464 -164 N - I 418 597
E-O 494 -776 I-L 276 -6
F -0 1385 - 751
ter. M
40 01 SA38 FF 55 81 BO BB 7F48 00 99 28 85 I'S
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andtha--wA1audaant&atiancode m=t hae^adf9 mmydmtmdc-
c"A=
'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
7uire extreme care in fabricating9 handlin shi ping, 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 temporary aney
BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
]id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, T�dJ�nfxaae
l e. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to T ,
60A-Z for standard plate positrons.
a division of ITW Buildin[[L�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 handlin,t' shlppinp, installation and bracing of trusses.A seal on this drawing or cover page.
this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
re of this drawing for any structure is the responsibility of the Building Designer per ANSIPrPI 1 Sec.2.
7
t
P Number: 36CS00043 Ply: 1 SEQN: 668754 / T13 /
3B 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH
ss Label: Al I Wgt: 260.4 Ibs
DRW:
... / ... 05/17/2018
6'4"8 T14 14'4°7 19'10° 22'6"4 - 26'8° 3110" 33'37 39'8"
6'4"8 1'S 6'6"7 5'5"9 2'8"4 4'1°12 5'2' 1'5 6'4"9
SEAT PLATE REO.
0&4 =4X6 =3M =6X8 M2M 1112X4 =4X10
SEAT PLATE REQ.
39'8"
1' 6'2°12 5'9°4 2'0°t 59"1 2'10" 4' 6'5"15
6'2"12 12' 14'0"1 19'10'26'8" 33'1°15
fing Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
_. 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL / W
B 1561 1708 / 960 ! - / 445 / 8.0
L: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.244 G 999 240
__ 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.669 G 999 180
K 1561 1708 / 959 / - /- 18.0
L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.128 M - -
Wind reactions based on MWFRS
Ld: 37.00
EXP: C
HORZ(fL): 0.240 M - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
CLL: 10.00
Mean Height: 15.00 ft
CreepFactor. 2.0
K Min Brg Width Req = 1.8
1:2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.613
Bearings B & K are a rigid surface.
I Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.599
Bearings B & K require a seat plate.
:ing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.980
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.
VIEW Ver: 17.02.02.1208.15
A - B 27 0 G - H 1424 -2568
Wind Duration: 1.60
WAVE, HS
chord 2x4 SP #1
chord 2x4 SP #1
)s 2x4 SP #3
Continuous lateral restraint equally spaced on
!mber. Or 1x4 7" 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.
B - C
1489 -2859
H -1
1743 -3381
C - D
1225 -2257
I - J
1721 - 3418
D - E
1253 - 2220
J - K
1477 - 2841
E-F
1112 -1740
K-L
27 0
F - G
1509 - 2514
design based on both MWFRS and C&C.
No 0,47182
.STATE
OF
SERIAL.
40 01 SA.S8 FF 5B 8180 BB 7F48 00 99 2E 95 FB
MA Item edaad;Z aIadroliiAa reltAar34cg
TE(a. UC.U7182f an alewe m1floa SHA4
acthcnt�tlenurde.
+mdccpkmoftR%tl=r ,•a" not cmai&nds4p4d�dscahi
=6 tls4 r,,A 3 authcntimtk n coda meat iac vo fied m asfdmaronk. .
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Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-U 2497-1191) 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
43 -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
Tn. sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrrey
br cing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
a 'ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have brac!npp insiafled per BCSI sections B3, B7 or B10, om rantnts ur
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to 1
dr. Wings 160A-Z for standard plate positions_
AI ine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
tru's in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.
Its ing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
an „ use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
r
e
Job Number.
3 Ply.
Truss 1828-CAI BD 000 OL /DR Horton /4EBB 1828-Cali "D" LL OL I WgY '224.0 Ibs I FROM: AH 756 / T1 / COMN DRW / 05/17/2018
f'
0
6'4"9 T14 14'4"8 L' 0" 25'3°8 31'10" 33'37 39'8°
6'4"9 1'5. 6'6"85'5"81'5"
m
0
6(Al)
®2X4 =3X6V r ;s3X8 m3X6 It2X4
SEAT PLATE REQ. SEAT PLATE REQ.
1T4" 5'8" 20'8"
1' 6'2"13 5'9"3 2'1" 5'9" 5'9" 2'1" 5'9"3
h + 6'2"13 + 12' + 14'119'10" + 25'7' + 2T8"� 33'5"3
Loading Criteria (pso Wind Criteria
TOLL: 20.00 Wind Std: ASCE 7-10
TCDL:. 7.00 Speed: 160 mph
BOLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld: 37.00 EXP: C
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 it
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1x4 "T" reinforcement. 80% length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.113"x2.5",min.)nails
@ 6" oc.
Plating Notes
All plates are 3X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Li
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Pf: NA Ce: NA
VERT(LL): 0.044 L 999 240
Lu: NA Cs: NA
VERT(TL): 0.135 L 999 180
Snow Duration: NA
HORZ(LL): 0.014 F - -
HORZ(TL): 0.027 F - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.548
TPI Std: 2014
Max BC CSI: 0.480
Rep Factors Used: Yes
Max Web CSI: 0.539
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
dNo 047102
40 015A 381FF 5581 BO 88 7F48 00 99 2E85 FS
V,k Item ieeslscm claftnAkApIped Wd lutad 6y FA.d martinoz
'PE OL, uc.947182f on the da3aihowrtabom erg a sK%.i
ax�th ert3pakas ate.
"sY t¢d cc Irtxed'ttd<x duraaaeA= not c -ctl s4vwdand scaled
and 4fsee 2scat9re e. 1a n4 .t Baserif eta ydoctiark
tm59as:
♦ Maximum Reactions (Ibs), or *=PLF
Loc R /U /Rw /Rh /RL /W
B 438 1166 1272 / - / 445 / 8.0
S* 336 1154 1192 / - / - / 68.0
J 872 1384 / 645 1- I - t 8.0
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)
Chords Tens.Comp. Chords Tens. Comp_
A- B 27 0 F- G 297 -205
B - C 170 -463 G - H 450 -708
C - D 405 -156 H - 1 422 - 745
D - E 566 -150 1- J 707 -1385
E- F 289 -165 J- K 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
!
Chords Tens.Comp.
Chords
Tens. Comp.
B - R
515 -399
O - N
564
-98
R - Q
510 - 399
N - M
1182
- 48`
Q - P
510 - 399
M - L
1182
-489
P - O
788 - 761
L - J
1186
i489
Maximum Web Forces
Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp
R-C
310 -16
O-G
510
-751
C - P
465 -700
G - N
492
-182
P - E
674 -1218
N - 1
442
- 654
E-O
719 -297
I-L
290
-4
F-O
56 -182
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme pre in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI an � SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o"therwise,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 83, B7 or B10,
e. A .piy 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.
rfP1 1, or tor n
acceptance
any structure
failure to build the
g or cover pa e,
rn. The sui bill
rtdey
aml nents, du
glob Number: 36CS00043 }u,M Ply: 1 SEQN: 668758 / T11 / GABL
EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Fuss Label: Al GE Wgt: 366'.8 Ibs Page 1 of 2 / ... 05/17/2018
14'4'8 + 19'10' � 25'3'8 � 38?"S 3
6'4'8 8' 95'8 li 8'
r4I. I-2'8'-4
c
I �
SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ.
13'8' S i21'
-za"-� I--ra°--I
sz 12 r10 a + ss + ss + rm°a ( s 12
6'2°12 1433 '1' 19'19" 257° '8°4 31
ling Criteria (psf)
Wind Criteria
_. 20.00
Wind Std: ASCE 7-10
L: 7.00
Speed: 160 mph
_. 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 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
chord 2x4 SP #1
:Is 2x4 SP 93 :W2, W4 2x4 SP #1:
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
FTlRT:20(0)/10(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in Ice Udefi U#
VERT(LL): 0.114 T 999 240
VERT(TL): 0.342 T 999 180
HORZ(LL): -0.051 F - -
HORZ(TL): 0.089 F -
Creep Factor. 2.0
Max TC CSI: 0.530
Max BC CSI: 0.517
Max Web CSI: 0.840
Mfg Specified Camber:
VIEW Ver: 17.02.02.1208.15
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 lx4 "T" reinforcement. 80% length of
b member. Same species & SRB grade or better, p
ached with 8d Box or Gun (0.113"x2.5",min.)nails
6" oc. 047162,
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 520 / 261 / - / - / - 18.0
BO1039 1417 /- /0 /0 /8.0
AG869 /459 /- /- !- /8.0
X 851 1414 /- /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
BO Min Brg Width Req = 1.5
AG Min Brg Width Req = 1.5
X Min Brg Width Req = 1.5
Bearings B, BO, AG, & X are a rigid surface.
Bearings B, BO, AG, & X require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B
27
-20
M-N
47
-69
B-C
309
-616
N-O
47
-91
C - D
242
-24
O - P
42
-88
D - E
250
-49
P - Q
100
-160
E - F
274
-77
Q - R
221
- 526
F - G
281
- 83
R - S
262
- 585
G - H
311
-105
S - T
278
- 602
H - I
327
-125
T - U
286
-612
1-1
91
-101
U-V
310
-640
J - K
68
-5B
V - W
341
-680
K - L
63
-76
W - X
634
-1333
L-M
58
-109
X-Y
27
-20
ecial Loads ftk `'.
-(Lumber DucFac =1.25 !Plate DurFac =1.25) - & Maximum Bot Chord Forces Per Ply (Ibs)
C: From 56 plf at 1.00 to 56 plf at 40.67 * ft Chords Tens.Comp. Chords Tens. Comp.
C: From 4 plf at -1.00 to 4 pif at 0.00
C: From 20 If at 0.00 to 20 If at 39.67 : STATE
p p � � B -AL 499 -232 AF-AE 548 -258
C: From 4 plf at 39.67 to 4 plf at 40.67 "vd - AL -AK 495 -234 AE-AD 548 -258
13 lb Conc. Load at 15.17,17.17' ��°T AK-AJ 990 -469 AD -AC 548 -258
C: 32 lb Conc. Load at 15.17,17.17w�
AJ-AI 77 -266 AG -AB 548 -258
Lting Notes yd linit AH AG 77 -266 AA-ZA
-522
P 1132 -521132 2
plates are 2X4 except as noted.
P AG-AF 77 -266 AA- 113-52
1 40 01 5A 39 FF 5B 8180 Btu 7F 49 ate 99 2E 85 FB
xhuIlarnmbcc»a�ieesrc zl�wdaarax Idd.bymasexttaanmcx, Maximum Web Forces Per Ply (Ibs)
i loads and reactions based on MWFRS. -kf(FL. Lk.44n0fan theealcShawaabaw U%N82VA-1 Webs Tens.Comp. Webs Tens. Comp.
itional Notes ran�azss"
AL-C 281 0 AF-BA 395 -840
DWGS A16015ENC101014 & GBLLETIN1014 for FibudCwtmcfeLdo =�WAwog°tcawAaggsu 1.d C-AM 301 -653 BA -BB 20 -37
a wind bracing and other requirements. =6f 4 an ' t gn-tbt wfWm=y gam AM -AN 300 -651 BA -BC 366 -764
` aL AN -AO 318 -673 BB -BE 20 -38
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
'es recqtwire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
'onen[ Safety Information, by TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temposnfy/ rrrrey
'g per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
iecl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
plicab e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to onr)zanxrtts nr
no 160A-Z for standard plate positions_
a division of ITW Buildin��iiComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSIlTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_
this drawing, indicates acceptance of proressional engineering responsibility solely for the design shown. The suitability
ie of this drawing for any structure is the responsibility of the Building Designer per ANSIlTP11 Sec.2.
information see this iob's general notes oaae and these web sites- ALPINE: www.alnineitw.com, TPI• www_tninstom, SBCA, www sb6nduMm tutu- irr, www irr_<afo
0
Y
il
Job Number: 36CS00043 Ply: 1 SEQN: 668758 / T11 / GABL
4EBB 1828-Cali "D" LL OIL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 1 FROM: AH DRW:
Truss Label: Al GE Wgt: 366.8 Ibs I Page 2 of 2 ... / ... 05/1712018
AO AP 322 678 BC BD 342 744
AP-AJ
326 -687
BE-BH
21
-39
AJ-AQ
400 -732
BF-BG
339
-728
AQ-1
397 -726
BH-BJ
20
i38
AQ-AS
68 -37
BI-Q
351
-752
1 -AR
436 -105
Q -BJ
464
-58
AS -AV
69 -37
BJ-AB
468
-57
AT -AU
409 -93
AB-BK
307
-650
AV -AY
71 -39
BK-BL
319
-672
AW-AX
443 -119
BL-BM
310
-659
AX-AZ
348 -34
BM-BN
293
-639
AY -AZ
60 -32
BN- W
293
-637
AZ-AF
604 -217
W - Z
294
0
M -AF
24 -22
Maximum Gable Forces Per Ply (Ibs)
Gables
Tens.Comp.
Gables
Tens. Comp.
E -AM
8 -3
BB-AE
59
-11
F -AN
46 -59
N -BC
31
-26
G-AO
11 -14
BD -BE
69
-62
H-AP
11 -37
BE -AD
41
-11
AR-J
120 -69
O-BF
73
-82
AS -AI
176 -104
BG-BH
55
-52
AS -AT
132 -85
BH-AC
11
-34
AU- K
104 -110
P -BI
84
-66
AV-AH
86 -76
BK- R
60
-31
AV-AW
137 -162
BL- S
23
-36
AX-L
111 -177
BM-T
44
-53
AY -AG
279 -493
BN- U
2
-5
,., ., 0 ,
STATE Of
40 015A 38 FF 5s 8180 80 7F48 00 592E 85 F5
Mir item 8esa asmata s aadaad=riadhyMawdMarti%",
� (t7.. tk.�4TE42tanT� daAu sl�arr¢atxaxs sing a 54fiay
a�#ient4ta.eadfa.
?anted ctsrmfchs's diriaasri-arm rat crnssi�tvffie sYgnesf ama ��d
and #hc::e:0. 3 sutliant4ozwseeda ras.sKfla *er#faed ai ac�+dectramd
aaC7ns.
"*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anrTSBCA) r safety practices prior to performing these functions. installers shall provide temporary rtnr
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attacheXrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, am ranents: u
asap
s applicable. Apply plates to each face, of truss and position as shown above and on the Joint" Details, unless noted otherwise. kefer to 7
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the
truss in conformance with ANSIIgI PI 1, or for handling, shipping, installation and bracing of WSSes.A seal on this drawing or cover page_
listing this drawing indicates acceptance of ppro_fessiona engineering responsibility solely for the design shown. The suitability
and use of this Nwing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
N
ob Number: 36CS00043 Ply: 1 SEQN: 668750 / T9 / HIPS
EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
truss Label: A2 Wgt: 245.0 Ibs .. / ... 05117/2018
6'4"9 +T104'6° + 19' 20'8 F 27'3°8 r " 39'6"
6'4"9 16 67"7 1'8" 67°8 4'6"31108 710°
�5X8=_5X6
F G
C6(A2)
®2X4 E&4 =3X6 =3X4=--3X8 =3X6 =3X4 1112X4
SEAT PLATE REQ.
t' 6'2"13 5'10"4
h + 6'2"13 + 12'1°1
1'10°t 5' _;_1'6"
+ 14' 19' T20'6'
SEAT PLATE REQ.
39'8"
5'1"12 1'11" 4'4'4TB"12 t'
25'8' 2 � 31'1It r 39'8'
ding Criteria (psf)
Wind Criteria
Snow Criteria (Pg,PI in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
.L: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U#
LOG R / U / Rw / Rh / RL
/ W
)L: 7.00
Speed: 160 mph
Pt NA Ce: NA
VERT(LL): 0.153 P 999 240
B 1560 1710 / 964 / - / 428
/ 8.0
.L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.419 P 999 180
J 1557 / 710 1964 / - / -
/ 8.0
)L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.066 L - -
Wind reactions based on MWFRS
Ld: 37.00
EXP. C
HORZ(TL): 0.125 L -
B Min Brg Width Req = 1.8
3CLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
P
J Min Brg Width Req = 1.8
it: 2.00
TCDL: 4.psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0634
.
Bearings B & J are a rigid surface.
J Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: D to h/2
TPI Std: 2014
Max BC CSI: 0.536
Bearings B & J require a seat plate.
cing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.637
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver. 17.02.02.1208.15
A - B 27 0 F - G
1102 -1553
fiber
B - C 1500 -2821 G - H
1143 -1811
C - D 1333 -2383 H -1
1367 -2357
chord 2x4 SP #1
D - E 1352 - 2344 I - J
1463 - 2748
chord 2x4 SP #1
is2x4SP#3
E-F 1149 -1818 J-K
27 0
acing
Maximum Bot Chord Forces Per Ply (Ibs)
Continuous lateral restraint equally spaced on
Chords Tens.Comp.
Chords
Tens. Comp-
�mber. Or 1x4 "I" reinforcement. 80% length of
b member. Same species & SRB grade or better,
B - S
2456 -1192
O - N
2042 -943
ached with 8d Box or Gun (0.113"x2.5",min.)nails
rP
S - R
R - Q
2454 -1193
2057 - 921
N - M
M - L
2042 - 943
2373 -1152
6" oc.
a a
�.e
Q - P
2057 - 921
L - J
2376 -1153
nd
�.-
P - O
1546 -589
�a�
!tuber design based on both MWFRS and C&C.
r
0
W
Maximum Web Forces
Per Ply (Ibs)
a
Webs
Tens.Comp.
Webs
Tens. Comp-
S-C
216 -6
O-G
522 -361
a
Ai
C-R
R - E
308 -439
427 -153
O-H
H - M
460 -671
434 -197
0 e
x?*�
E - P
474 - 697
M - 1
301 -431
F-P
F-O
531 -310
330 -302
I-L
236 -18
4001SA-EFSBSIBDBB7F4800992E85FB
riit Itarnhase�zcn el2wtrjs$�nad'�zd s�aalad by r.7axnzx# Marttasa,
F£.{Fi.. Ltc.�4Tt332i cn-t2ic da.�s Shawn arxs�.vzdng a SNAwi
sct3;cntka�r,+s¢ada.
tad Capin ofthk dmaavatmm not CaaslffifTdd saw amd scaled
arsd tt'a—.1R.=Wi as.Rhas+t tat� a a"..WtW VVAfH d es`dcctmnY---
CD; Wl
"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
T � sses require extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
C mponent Safety. Information, by TPI ana'SBCA) toy safety practices prior to performing these functions. installers shall provide temporary crmy
br cing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
a ache. riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61 Q �nf rerrents ,tr
aE lapplicable. Apply plates to each face of truss and position as shown above and on the Join?Details, unless noted otherwise. (2efer to i,
dr wings 160A-Z for standard plate positions.
Arline, a division of ITW Buildin�3L�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_
liiss',ing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
aqd use of this drawing for any structure is the responsibility, of the Building Designer per ANSI/TPI 1 Sec.2.
Fa re in see this iob's Deneral notes Daae and these Web sites[ ALPINE' t .atnineitw mm, TPI[ w tninst.nm• SRCA• www shdndushv rrm- iCb x i—fe nm
Job Number: 36CS00043 Ply: 1 SEQN: 668748 / T8 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH rDRW:Truss Label: A3 Wgt 252.0 Ibs / ... 05/17/2018
64"9
6'T "8 I 31'91 14"I 397"38 515 184 10 4S5 7 2877 R"
SEAT PLATE REQ.
m6X6
012X4 =5X6 =3X4 =3X4 —3X4 =5X6 112X4
39'8"
SEAT PLATE REQ.
1' 8'2'13 5'9°3 5' 2'10" 2'10" 5' L 5'9°3 678 1'
1
8'2°13 12' 1T 19'10' 228° 47V 39'8" F
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 U#
Loc R / U / Rw / Rh / RL / W
g 1561 / 712 / 965 / - / 387 18.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.153 Q 999 240
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.419 Q 999 180
K 1561 / 712 1965 / - /- / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.067 M - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.125 M - -
�)
B Min Br Width Re 1.8
g q
Code! Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
g
Creep Factor. 2.0
P
K Min Brg Width Req = 1.8
Soffit 2.00
TCDL:
BCDL: 5.0 psf
psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.380
Bearings B & K are a rigid su
surface.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.453
Bearings B & K require a seat plate.
S 24 0 "
Rep Factors Used: Yes
Max Web CSI: 0 689
pacing.
C&C Dist a. 3.97 it
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0
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 1-1
K - L
27 0
Webs 2x4 SP #3
F - G 1192192 -1700700
Wind
Member design based on both MWFRS and C&C.
Maximum Bot Chord Forces Per
Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
,
B - S 2465 -1238
P - O
1690 - 751
� arw a
a43 4�Q
S - R 2463 -1239
R -Q 2043 -970
- P 1690 -725
O - N
N - M
M - K
2043 -1000
2463 -1267
2465 -1287
No 7
~
'
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
S- C 229 6 P- G 238 200
STATE OF
e.
^
C - R
R-E
E-Q
F - Q
F - P
323 - 465
391 -161
412 -584
536 -324
237 - 200
G - O
O-H
H-N
N - J
J - M
536
412
391
324
229
-324
-584
-161
-465
- 8
40 015A 39. Ff 5B 81.130 BB 7F48 00 99 2E 85 FB
iatkitern:4westecewakdt�.��' ned'a�rl:.a�fad6yrare7tez�rtiaas,
PE (FL. uc.mnwf on the d=thawa abon wkg s SH44
�iiantkai�srscssla
P.bWd4op&soltM%docu mwtasanotct:rufi=ds% aa§amilsled
an6eFca�ut,'taa.2rientkaa*wawa+�slenazsr3anw^.as#ff2edcecs�r+d�trar�
cszkinx.
"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, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7 SBCA) tot safety practices prior to performing these functions. installers shall provide tempos nney,
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, p rrnerxs, ar
as applicable. Apply plates to each face_ of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to ! .
drawings 160A-Z far standard plate positions.
Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of frusseS.A seal on this drawing or cover page_ .
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2.
P—a....a W rmafina — fhi. MWh n,. —1 na,toe nano and fhace wah thee• At PINF� wavw_alnlneU corn, TPI: www_rtinstora: SBCA www.sbcindustry com: ICC: www.lccsafe.orq
I T 11
(ob Number: 36CS00043 Ply: 1 SEQN: 668746 / T7 / HIPS
EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
j russ Label: A4 Wgt: 243.6 Ibs / ...
6'4"9 7'10"29 12'47 15 19'10" 22 8" 273"91 31'97 33'3"7 39'8"
f fi'4 9 6 4'S"14 { 27"9 F 410 4'10• F 2'7 9 T 4'S•14 { 1 B•T 64.9
SEAT PLATE REQ.
=3X4 m5X6
IIIA4 =3X4 _= X6�3X8=3XB=3X6=3X4 1112X4
39'8"
6'2"13 5'10"2 1'11"1 9'4"8 _�1'1"�2 L 5'10"2
6'2"13 12'0"15 14' 1 1 2 246"4 5�" Ill
1 r 335"3
12
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: 15.00It
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 4.50It
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
chord 2)(4 SP #1
is 2x4 SP #3
Continuous lateral restraint equally spaced on
ember. 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.
design based on both MWFRS and C&C.
05/17/201 B
SEAT PLATE REQ.
92"13
39'8" r
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
Pf. NA Ce: NA
VERT(LL): 0.161 G 999 240
B 1561 / 714 / 962 1- 1346
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.441 G 999 180
L 1561 1714 1962 / - / -
18.0
Snow Duration: NA
HORZ(LL): 0.067 N - -
Wind reactions based on MWFRS
HORZ(TL): 0.126 N - -
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor. 2.0
L Min Brg Width Req = 1.8
Bldg Code: FBC 2017 RES
Max TC CSI: 0.388
Bearings B & L are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.663
Bearings B & L require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.510
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 Ve, 17.02.02.1208.15
A - B 27 0 G - H
1273 -1849
B - C 1577 -2833 H - I
1380 -2096
C - D 1411 -2367 I - J
1429 -2328
D - E 1430 -2328 J - K
1411 -2367
E - F 1380 - 2096 K - L
1576 - 2833
F- G 1273 -1849 L- M
27 0
No 047182
4€9 01 SA38 FF 55 81 BO 813 7F49 00 99 ZE E5 FB
staliJvdbyssa ,,Ann rk1ft&,
Mtn., t%.��azl cr,thcs%9c r�tmswaatsv�mu2ing a srfa 3
act3sentia�aY.sssas�r.
i'rmted cny�'at�; dx."-�.+m�s e�sn csa�si%roil �nrs and scai��
and tivz.:.r3A,.Z auRhenUwtirncndr rns�t Faiarcrlfdeni rasang ctectrmr;�-
m�lrs..
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - U
2469 -1273
Q - P
2038 -1025
U - T
2466 -1273
P - O
2038 -1025
T - S
2038 - 996
O - N
2466 -1302
S - R '
2038 - 996
N - L
2469 -1302
R - Q
1938 -927
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp_
U-C
243 -6
G-Q
174
-183
C - T
328 -478
Q - H
742
-465
T - E
289 -162
Q - 1
403
-488
E - R
403 -488
1-0
2B9
-162
F - R
742 -465
O - K
328
-478
R-G
174 -183
K-N
243
-8
-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
[ afety Information, by TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary
IS CSi. Unless noted dtherwise,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 bracingp installed per BCSI sections B3, B7 or t
'le." Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to
a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI 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
le of this yawing for any structure is the responsibility of the u!iding Designer per ANSI/TP11 Sec.2.
information see this iob's aeneral notes Dam and these web sites- ALPINE: www-ain(neihv mm• TPI, w tnimtnm• SRCA• w shrJnffijdm r IM, w im fo
rney.
nmt�onzutxttr
I
Job Number: 36CS00043 Ply: 1 SEQN: 668744 / T6 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A5 Wgt 212.8 Ibs .. / ... 05/17/2018
I
M
O_
b
Im
6"9 13I 'I 3
644"9 "7 f 691006610" 6377 9489
1
--5X8 =-3X4 a5X8
D E F
SEAT PLATE REQ.
1112X4 =-3X6=3X4 =3X8 =3X4=3X6 1112X4
SEAT PLATE REQ.
39'8"
1'
6'2"13 5'9°3
1' 6'10 6'10" 1'
5'9"3 6'2"13
1'
f'
6'2°13 12
13 19'10" 26'8" 2T "
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
Pt NA Ce: NA
VERT(LL): 0.172 E 999 240
B 1561 / 716 / 953 / - / 305
18.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.471 E 999 180
H 1561 1716 / 953 /- /-
18.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.069 J - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.128 J - -
B Min Big Width Req = 1.8
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor. 2.0
H Min Big Width Req = 1.8
2.00
TCDL: 4.2 psf
BCDL: 5.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.446
Bearings B & H are a rigid surface.
Load Duration: 1.25
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 ft
Rep Factors Used: Yes
Max Web CSI: 0.564
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.60 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 - 2836
Top chord 2x4 SP #1
D - E 1502 -2274 H -1
27 0
Bot chord 2x4 SP 91
Webs 20 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.
B - P 2472 -1319 M - L
2006 -1008
P - O 2469 -1319 L - K
2469 -1348
gli
O - N 2469 -1319 K - J
N - M 2006 -978 J - H
2469 -1348
2472 -1348
t
Maximum Web Forces Per Ply (Ibs)
047102
Webs Tens.Comp. Webs
Tens. Comp.
ft
P - C 244 -4 M - F
370 -243
:.
C - N 377 - 513 F - L
444 -1,78
D - N 444 -171 L - G
377 - 513
s
OF
D - M 370 - 243 G - J
244 -6
- STATE
E - M 300 -381
40 015 38 FF 50 SI BO'BB 7F48 00 99 2E 95 FB
rhU item3,=br clazi r.4gnad adwafad by humAmart
F£(ii..ltc.&t7E82!cn�atashar�eaixcrga 5Ht i
au-sttsmdcaa�asa�a.
z'Ykaecd ec�tias�rrhiti docFaumataxm x�atccsaustl si�sra��au �a1ed
an6 2iae..'t«P aa�ent3ta4Paseaaax8e maG:C me(#fdesf os atspdaatrm� .
S�aS:
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, byTPI an SBCA) tar safety practices prior to performing these functions. Installers shall provide temporary Fyn
bracing per SCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections 63, B7 or B10, om rrrrltnrs uz
as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. 4hefer to f
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this rawing or cover page. _
listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
For more information see this 'ob's neneral notes pace and these web sites: ALPINE: www.al inedw.com• TPI: www. into • SBCA www.sbcindu .com• IM. www.iccsafe.a
4 I t
blob Number: 36CS00043 Ply: 1 SEQN: 6687421 T5 / HIPS
' i,..
4EB8 1828-Cali "D" ILL OL /DR Horton /4E66 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
russ Label: A6 Wgt: 212.8 Ibs ! ... 05/17/2018
6'4"9 11' 16'10"2 21' 22'8" 28'8" 33'3"7 39'B"
t• 6'4"9 + 4'7"7 + 5'10"2 + 4'1"14 1'8" 5'11"13 N!" + 6'4"9
=6X6 1112X4 i=-3X6m3X4 izi5X8
D E F G H
-4X6
1112X4 m3X4 =3X6 m3X8 m3X4 =3X6 m3X4 06(4
SEAT PLATE REQ.
6(A2)1
SEAT PLATE REQ.
39'B"
1' 6'2"13 4'9"3 3' 2'10"2 6'1"9 2'8"5 3' 4'9"3 6'2°13 1'
6'2"13 11' 14' 16'10"2 22'11"11 25'8" 28'8" 33'5"3 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 loc L/defi L/# Loc R / U / Rw / Rh / RL / W
)L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 . / 718 / 940 / - / 264 / 8.0
_L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 / 940 / - / - / B.0
)L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS
Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ(TL): 0.132 L - - B Min Big Width Req = 1.8
9 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8
3CLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface.
it: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 9 g
p d Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J require a seat plate.
cing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.480
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2608
nber B - C 1644 -2814 G - H 1675 -2595
chord 2x4 SP #1 C - D 1522 -2444 H - I 1522 -2444
chord 2x4 SP #1 D - E 1683 -2609 i - J 1644 -2814
)s 2x4 SP #3 E - F 1683 -2608 J - K 27 0
A Maximum Bot Chord Forces Per Ply (Ibs)
nber design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp.
B-S 2448-1332 O-N 2133 -1114
S-R 2446 -1332 N-M 2133 -1114
R - Q 2133 -1064 M - L 2446 -1361
e� Q - P 2133 -1084 L - J 2448 -1361
0 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
D - R 369 -177 H - M 366 -176
D - P 655 -407 M - 1 299 -379
E - P 274 - 327 I - L 200 -10
P-G 111 -108
40 01 5A 38 FF 5B 81 B0 813 7F48 00 99 2E95 FB
cif;-itarnRas bn Zrd smalad by Maa:asl Marti}sM
PF. (frL. uc.�7sszt ant?aactaytat�rr�raEa� ue9ag a 5kiA3
�thanr�a.
i5'�tad cafsmrd�s d�crcra arm nutcraui�rad aa§arj xatxd.
asad flax �� 3au91rantfcatteac¢cula nvs[ ha actifdcdvo aay �actrar&
rs�ylnx:
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, byv TPI anr7'SBCA) to) safety practices prior to performing these functions. Installers shall provide temporarrvy ernetl
per BCSI. Unless noted olherwise,top chord shall have properly attached structure) sheathing and bottom chord shall have a properly
d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, 67 or B10, om ,nncntsue
1. b - Apply plate. to each face of truss and position as shown above and on the JoinCDetail5, unless noted otherwise. (2efer to !
Is 160A-Z for standard plate positions.
a division of ITW Buildingg 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 shipping, installation and bracing of trusses.A seal on this drrawing or cover page_
this drawing indicates acceptance of professfona engineering responsibility solely for the design shown. The suitability
ie of this yawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2.
1
t
T
}
Job Number: 360S00043 Ply: 1 SEQN: 668740 / T4 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A7 Wgt: 219.8 Ibs / ... 05117/2018
9' F 14'2"15 + 19' a9'10" 25'5"2 + 30'8" + 33'3"81 39'8"
6'4"8 27"8 5'2"15 4'9"1 10 5'7"2 5'214 2'7"8 6'4"8
11
=6X6 =3X4 =3X61112X4 =3X4
D E F G H I
6(A2) umi
U T S R Q P O N M
II2X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
1' 6'2"12 2'9"4 3' 5'10"9 5'10"10 1'11°G 2'9"4 6'2"12 1'
F 6'2"12 9' 12' 1�11 �r 19'10" + 25'B"10 + 27 8 3 33'5"4 39'8"
pppppp
- -
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defi L/#
Loc R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.246 G 999 240
B 1561 ! 720 / 921 ! - / 223
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.676 G 999 180
K 1661 / 720 / 921 / - /-
16.0
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.075 M - -
Wind reactions based on MWFRS
Des Ld:EXP:
C
HORZ L 0.141 M - -
�)
B Min BigWidth Re 1.8
q
CL 10.00
00
Noffit:
Mean Height: 15.00 ft
g
Code ! Misc Criteria
CreepFactor. 2.0
K Min Brg Width Req = 1.8
Soffit: 2.00
2.
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.393
Bearings B & K are a rigid surface.
g g
Load Duration: 1.25
BCDL: 5.0 psf
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.512
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.473
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
A - B 27 0 G - H
2O29 -3248
Lumber
B - C 1669 -2806 H - 1
1869 -2952
C - D 1625 -2566 I - J
1625 -2566
Top chord 2x4 SP #1
D - E 1870 -2953 J - K
1668 -2806
Bot chord 2x4 SP #1
E - F 2029 -3248 K - L
27 0
Webs 2x4 SP #3
F - G 2029 -3248
Wind
Member design based on both MWFRS and C&C.
11
40 015A3&F-F 5B 81 B0'BB 7F48 00 992E851B
rlaklien hh fracas eledra mYpi*nad wd x lad by rAarnaat Martinez,
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - U
2440 -1350
Q - P
2986 -1621
U - T
2438 -1350
P - O
2250 -1215
T - S
2260 -1186
O - N
2260 -1215
S - R
2260 -1186
N - M
2438 -1379
R - Q
2986 -1611
M - K
2440 -1379
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comps
U-C
164 -12
Q-H
338
-191
C - T
255 -276
H - P
383
- 527
D - T
299 - 205
P -1
940
-564
D - R
940 -564
N - J
255
-276
R - E
382 - 526
1 - N
300
- 205
E-Q
338 -191
J-M
164
-14
G - Q
232 - 308
2'£.4a., tta.a4Fi62t cntAa:daaa 8ftawrg aGtr� wig a SN.R•i
asat�;an�caakruazaJa.
Prtztadr�ies eiata.s dart asra matcsxes€md Paz: anti naiad
ara6 kt�,ia.<t9cant�aaa9�e�9amuCflarif3edrax am9'sdaciimrv� ..
c�rlas.
**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, shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
Componen[ Safety Information, byV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary [rneY
bracing per BCSI.. Unless noted oTherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly
atNacheti ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, p nenrs, ue
as applicable. Apply lates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to tx'
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSITfPI 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 ANSI/TPI 1 Sec.2.
For more information see this iob's nenerai notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; ICC: wwwkcsafe.org
r r
ob Number: 36CS00043 Ply: 1 SEQN: 668718 / T2 / GABL
EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW:
Truss Label: D1GE I Wgt: 134.4 Ibs .. / ...
i
i 5r
m
N
j
I
a;
I
�1'
1018" 21'4"
I- 1018" 'F 1018" r
Z8" — + T4" -{
(TYP)
I ®4X4
ling Criteria (ps0
Wind Criteria
_. 20.00
Wind Sid: ASCE 7-10
L: 7.00
Speed: 160 mph
_. 0.00
Enclosure: Closed
L: 10.00
Risk Category: It
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
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
chord 2x4 SP #1
I chord 2x4 SP #1
Ibs 2x4 SP #3
Iting Notes
plates are 2X4 except as noted.
Iber design based on both MWFRS and C&C.
itional Notes
DWGS A16016ENC101014 & GBLLETIN1014 for
a wind bracing and other requirements.
21W
21'4"
05117/2018
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or "=PLF
Pg: NA Ct: NA CAT: NA
PP Deflection in too Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): -0.001 H 999 240
p• 81 137 139 /- / 11
/ 255
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
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. Comp.
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 B7 -120 J - K
253
-21
Plate Type(s):
C - D 80 -90 K - L
202
-23
WAVE
VIEW Ver: 17.02.02.1206.15
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
40 015A38 FF 5B BO BB 7F 48100 9$ 2E 85 FB
Vits itemh=been : led by mamml Marthusr,
PE (FL, t&.t.4�t83t on2&a�."�?ce4cawn absrrae wig a 5YTri
scshendcae=vode.
2 ted xs s astfrthis douzz ==v mat ouk' d&rad ss�mm�xn*F senbd
araE tfi.�a scnsSaA�xr,.m9e enrct bs»�rifaesias avt*sfectrmrst:
cwns.
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
X-1
0 -162
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"`IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tisses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
C ponenf Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary [!trey
br cing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
a ached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, one ranentxur
a "applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ,
I wings 160A-Z for standard plate positions.
AI ine, a division of ITW Buildin�tLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
t s in conformance with ANSI PI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover pa� ge_
li ing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
a use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Foddddddlmore information see this iob5 general notes oaae and these web sites' ALPINE www.alnineihw.com, TPI: www.ininstom: SBCA : www.sbcindustm-corn, ]CC, wwmiecsafe.ora
Job Number: 36CS00043 Ply: 1 SEQN: 668719 / T15 / SPEC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW.
Truss Label: D1 Wgt: 103.6 Ibs / ... 05/1712018
i
T107 + 10'8' + 13'5'9 _F 21W �I
T107 2'9'9 25°9 r107
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
II1ZA4 =JX4 =JXU Nlx4
SEAT PLATE REQ.
SEAT PLATE REQ.
1 T8"l1 17-5 211"5 L T8"11 i
F TB"11 94" 14 13'7'5 214" 1
1-1j I
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Member design based on both MWFRS and C&C.
i
1
Snow Criteria (Pg,Pf in PSF)
Def11CS1 Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.035 J 999 240
B 869 / 397 1529 I - / 229
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.097 J 999 180
F 805 / 360 / 463 / - /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.016 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.029 G - -
B Min Big Width Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
F Min Big Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.655
Bearings B & F are a rigid surface.
TPI Std: 2014
Max BC CSI: 0.436
Bearings B & F require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.500
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 D - E
1065 - 933
B - C 1138 -1276 E - F
1187 -1281
C - D 1038 - 932
Maximum Bot Chord Forces Per Ply (Ibs) .
Chords Tens.Comp. Chords Tens. Comp.
B - J 1066 - 865 H - G 1068 - 859 I
J - 1 1062 - 864 G - F 1072 - 860
I - H 1062 - 864
Maximum Web Forces Per Ply (Ibs)
tv. P
#
Webs Tens.Comp. Webs Tens. Comp,
047182
J - C 288 - 55 H - E 608 - 515
C - H 600 - 505 E - G 290 - 80
D - H 790 - 905
;STATE OF
40 01 5A 38 FF 55 81 BO B8 7F48 00 99 2E 85 FB
Thh itankn ba alazser_.r&a j.ignxdwA suakd by rc 2".1 Mwitncs,
PE VL. Lk.047IE21 en the daxeshaeaaabsem Wing a S4-1
wAentk4lw wd�
pn and ccptesaitfk dwts^.,o—Aa spot crvil6saad s47" and sealed
—dtheses-I as ihmtk.rt"mdeCA a arpdentMrA
cmics.
—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, handlingshi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) �satPety practices prior to performing these functions. Installers shall provide temporary nney
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ora yortentsur
as applicable. Apply plates to each face. of truss and position as shown above and on the JointDetails, unless noted otherwise. Wafer to f
drawings 16OA-Z for standard plate positions.
Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ .
listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
. , i'? .. -1 3( . .
1 i �
ob Number: 36CS00043
I4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL
Truss Label: C1GE
m
0
a
c)
I
—
T
Ply: 1 I SEQN: 668720 / T3 / GABL
Qty: 1 FROM. AH
Wgt: 78.4 Ibs
7'
7'
18" --�— (TYP) G=4X4
i 14'
14'
T
DRW:
/ ... 05/17/2018
1' I
14'
ling Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
L: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
g. 84 / 39 140 /- / 12 1168
L: 7.00
Speed: 160 mph
Pf- NA Ce: NA
VERT(LL): -0.001 F 999 240
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): -0.001 F 999 180
Wind reactions based on MWFRS
L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 E - -
B Min Brg Width Req = -
Ld: 37.00
EXP: C
HORZ(TL): 0.002E - -
Bearing B is a rigid surface.
Code ! Misc Criteria
CLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
t: 2.00
TCDL: 4.psf
BCDL: 5.0
Bldg g Code: FBC 2017 RES
Max TC CSI: 0.118
Maximum Top Chord Forces Per Ply (Ibs)
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.026
Chords Tens.Comp. Chords Tens. Comp.
q _ g 27 0 G - H 213 26
:ing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.061
Loc. from endwall: Any
FT/RT:20(0)110(0)
Mfg Specified Camber:
g _ C 14 -66 H -1 157 -48
GCpi: 0.18
Plate Type(s):
C - D 61 -28 I - J 105 -69
VIEW =., 17.02.02.1208.15
Wind Duration: 1.60
WAVE
D - E 113 -17 J - K 87 -89
D chord 2x4 SP #1
t chord 2x4 SP #1
ebs 2x4 SP. #3
sting Notes
plates are 2X4 except as noted.
fiber design based on both MWFRS and C&C.
itional Notes
DWGS A16015ENC101014 & GBLLETIN1014 for
a wind bracing and other requirements_
El
40 015AS8 FF 5B 81 B0 BB W 48 00 59 2E S5 FB
i�L IEers3ersP.�en ckcd;tzemst�s3 �^alnu�6y M9atwti �dart�ra,
F£('rL. t�-�A7FHz(onPh�catashawn a6ca�ae a�,isig a 5NA i
sc33ttn�;�esv m.�a
r�wd cq�mxc�rthlstianatcsxmfc�md st�as3 and:�ai@d
amd ihc�i�'Z asaYhenN.taSiuscctlz rn�taaa xeavif�l rzn am+pd�trmr�
rr ^Jns�
**WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a division of
E-F 165 -14 K-L 84 -106
F-G 221 -17 L-M 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp_
B - V
145
-46
R - Q
164
-49
V - U
153
-47
Q - P
159
-50
U-T
158
-48
P-O
155
-51
T-S
161
-49
O-N
150
-53
S-R
164
-49
N-L
144
-55
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C-V
122
-56
Q-H
205
-83
D-U
115
-75
P-1
159
-72
E-T
159
-72
O-J
115
-75
F - S
205
-83
N - K
122
- 56
G-R
13
-89
in!LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
ilrfPI 1, or for handling shipping, installation and, bracing of trusses.A seal on this drawing or cover page_ _
!s acceptance of professional engineering responsibility solely for the design shown. The suitability
rc any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
mrey.
omlronerrts, ur
see this
Job Number: 36CS00043 Ply: 1 SEQN: 6687211 T14 / SPEC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: C1 Wgt: 50.4 Ibs .. / ... 05/17/2018
T 14'
7' 7'
C=5X6
IIIZJl4
SEAT PLATE REQ. SEAT PLATE REQ_
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 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Webs 2x4 SP #3
Wind
Member design based on both MWFRS and C&C
T_
7'
7'
14'
Snow Criteria (Pg,Pf in PSF)
DefliCSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi U#
Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA
VERT(LL): -0.019 E 999 240
B 593 / 272 1371 / - / 158 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.030 E 999 180
D 527 1234 1304 ! - /- 18.0
Snow Duration: NA
HORZ(LL): -0.009 E - -
Wind reactions based on MWFRS
HORZ(TL): 0.011 E
B Min Brg Width Req = 1.6
Code / Misc Criteria
Creep Factor. 2.0
D Min Brg 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)/l0(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
NO 0471.821
40 015AU FF 5B 8180 8B 7F49 00 892E 85'FB
Thu ltatcalmbtsn zi ned wd WOW 4Mar liuwtn=o
047tffi(on the daft ahawit WMM Wag a SK%-1
xtlletct§rrt;raaeasda.
f btaderptnofdiseacum 'A �not cmalemamddredd =9=lad
scab tha--4a.<aut7acnt cf cWde rasast W � m bd cas aa:golc Md-
wrim
Maximum Bat Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
B - E 598 -536 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
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary twer,
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ,yntnts, ug
as applicable. Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fftefer to t
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 ANSIlfPI 1, or for handling shipping, installation and bracing of hvsses.A seal on this rawing or cover page
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANS11TP1 1 Sec.2. ,
Tab Number: 36CS00043
/iEBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL
russ Label: L01
11
Ply: 1
Wgt 37.8 Ibs FROM: JAH 22 / T29 / COMNI DRW i
5' 10,
5' S'
C=4X4
10,
05/17/2018
5' 5'
1' 1'
5' 10,
ling Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
L: 20.00
Wind Sid: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL / W
B 438 1224 / 424 I - / 134 / 3.5
L: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): -0.011 F 999 240
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.016 F 999 180
D 438 / 223 / 259 / - / - / 3.5
L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.004 F - -
Wind reactions based on MWFRS
Ld: 37.00
EXP: C
HORZ(TL): 0.005 F - -
B Min Brg Width Req = 1.5
Code / Misc Criteria
,CLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
D Min B Width Re = 1.5
r9 q
t: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.282
Bearings B & D are a rigid surface.
1 Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.253
.ing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.090
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
A - B 27 0 C - D 780 -492
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
1 B - C 814 -492 D - E 27 0
chord 2x4 SP #1
chord 2x4 SP #1
)s 2x4 SP #3
fiber design based on both MWFRS and C&C.
bottom chord exposed to wind.
0
E3
40 015A39 FF 5B 8160 BB 7F49 00 99.2E 85 FB
SivY[ ltenat;ez men¢kztxrtatafsag�avd'mztfl;.azlad'dY M�a'xse9 Marts,
i'£.£FL. L9e.=XuMj on 00 a?asa simm abaW W» ng a SRA.l
azvllcns�amsesczxia-
M.'ad Coptnaffhk dW.—y Arae>nrn cmzii^'tia9 s i-p ad 4s lad
an@ tiaxcclaen>ast.5mvr4f&d cn=7 dcctmnk
rc 10L
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 420 -595 F - D 420 -695
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 302 - 416
"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricatinNSBCA0rsa
handlin shipping, installing and bracing. Refer to and follow the latest edition of 'CS''
CSI (Building
nent Safety Information, bV TPI anfety praccesrior to perfoing these functions. installers shall provide temposper BCSI. Unless noted olherwisep chord shall have properly attached structural sheathingq and bottom chord shall have a propperd rid ceilingLonsshown faemanentatelrestraintofwebshallhave bracing lnlalledperBCSIsectionsB3B710ble. Applytoeach face russ and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to
js 160A-Z for standard plate positions.
a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page,
this drawing, indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitability
,e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
crncy<
ominnrnts,tu
N
0
Job Number: 36CS00043 Ply: 1 SEQN: 668735 / T24 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton MESS 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW.
Truss Label: L02 Wgt: 44.8 Ibs / ... 06/17/2018
3' 7' 10,
3' 4' 3'
12
C-5X6
T
6�
o
r
=2X4(A1)B
E=2X4(A1)
a3
fV
A
F
H G
1112X4 =3X4
10'
1
31"12 3'6"12
}
3'3"8 1,
3'1"12 6'878
10,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection' for. Udell U#
Loc R / U / Rw / Rh / RL / W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA VERT(LL): 0.010 G 999 240
B 500 / 238 ! - / - / - 13.5
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(TL): 0.028 G 999 180
E 501 / 239 / - / - / - 13.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.004 G - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ L 0.00B G
�)
B Min B Width Re 1.5
q
NCBCLL: 0.00
Mean Height: 15.00 ft
g
Code / Misc Criteria CreepFactor: 2.0
E Min Brg Width Req = 1.5
Soffit 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.171
Bearings B & E are a rigid surface.
9 g
Load Duration: 1.25
"
MWFRS Parallel Dist: 0 to
h/2 TPI Std: 2014 Max BC CSI: 0.150
Rep Factors Used: No Max Web CS 1: 0.041
Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0
C&C Dist a: 3.00 ft
Chords Tens.Comp. Chords Tens. Comp_
Loc. from endwall: NA
FT/RT:20(0)/l0(0) Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
A - B 27 -20 D - E 309 - 693
Wind Duration: 1.60
WAVE VIEW Ver: 17.02.02.1208.15
B - C 306 -694 E - F 27 -20
Lumber
C - D 249 -611
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Sot Chord Forces Per Ply (Ibs)
Webs 2x4 SP 93
Chards Tens.Comp. Chords Tens. Comp.
Loading
B- H 592 -252 G, E 592 -255
H - G 602 - 249
#1 hip supports 3-0-0 jacks with no webs.
Wind
�
Maximum Web Forces Per PI Ibs
Y (Ibs)
Wind loads and reactions based on MWFRS.
Webs Tens.Comp. Webs Tens. Camp.
Left bottom chord exposed
to wind.
�.
�• �
C - H 111 0 G - D 107 0
1.
STATE
40015A38Ef5BnBOBBW480099 2EZ5FB
ThU Item]= been ek ,Aptti %&aladhp r=xI Lortinw,
?En. ttt.94It92( an the eawMtown abam trAns a5"44,
avttsenti¢att avlde.
nbudcspim orthh dtar-ta Awz not c leads tall=9seaiad
aa.d tip:"i&�3'�.2'her�a4c�aus�oruzzCiaam�tiitsts.�ecYm[� '
caviaL
"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, handling shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bVy TPI anSBCA) y salPety practices prior to performing these functions. Installers shall provide temporary acre
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, onr xrtteirts ur
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to X
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible far any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling shippinlq, installation and bracing of husses.A seal on this drawing or cover page, .
listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The sui bility
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.
b Number: 36CS00043
1EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL
fuss Label: M3
12
6
2X4(A1) B
A
Ply: 1 SEQN: 668723 / T22 / HIP_
Qty: 2 FROM: AH DRW:
Wgt:11.2lbs / ...
SEAT PLATE REQ.
A
u
2'
2'
ling Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
_. 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udeft U#
L: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D - -
Ld: 37.00
EXP: C
HORZ L 0.000 D
)
Cade / Misc Criteria
CLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
k 2.00
TCDL: 4.psf
BCDL: 5.0 psf
9 Bld Code: FBC 2017 RES
Max TC CSI: 0.094
1 Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2014
Max BC CSI: 0.023
;ing: 24.0 "
C&C Dist a: 3.00 ft
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: not in 9.00 ft
FT/RT:20(0)110(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
chord 2x4 SP #1
chord 2x4 SP #1
design based on both MWFRS and C&C.
No047182
0
MOM
40 01 5A38 Ff 55 U 80 BB /F48 00992E95FB
L3i4 ltatti?iasL.aancicctvasseca gserned seed=ladby rA=aA MarWax,
KOL. Lkr472921 an the dateahawn abwo ar: iga5Fb-2
asattaa�at�rne�la.
tsd ar iszalctrk drrr Harm not cavai=ad*na.:ands bd
and tta:9§a. azd2aent4cat ae la enazsiisa4sfat3r :d aatamyd"twvk
camlas:
T
05/17/2018
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 87 / 69 / 144 / - / 64 / 8.0
D 32 /5 129 !- /- /1.5
C 13 /28 112 !- !- 11.5
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 13 0 B-C 6 -38
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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
[ Safety Information, bVy TPI and'SBCA) F safety practices prior to performing these functions. Installers shall provide temporarryv
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property
id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t 0'
e. AppTv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to
a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawinq any failure to build the
conformance with ANSI! fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page•
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
;e of this drawing for any structure is the responsibility of the, Building Designer per ANSIrrP11 Sec.2.
m+reV
omrxrnentx ru
I!
IJob Number: 36CS00043 Ply: 1 SEQN: 6687241 T19 / EJAC
4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW:
Truss Label: EJ7 Wgt: 23.8 Ibs / .. 05/17/2018
C
12
6
cm
o to
io
"v
=2X4(A1) B
A
D
SEAT PLATE REQ.
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: 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: 3.00 fit
Loc. from endwall: not in 4.50 R
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
r5
►i
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi L/#
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)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
WAVE
40 01 SA38 FF 55 81 BO 88 7F48 00 99 2E 85 FB
:�'vbitem siaem�cladems&a 3 f�d=d=aledby mewl ktardn
PE (a. tke.r431a2j cm 010 daft st=wa ar = W.Saga SKXS l
acNnenticar»�scn9m
fYatadcPinsal dzdvdra rtamsnntctant aai#sfd5a¢fasmdVatad
a 6*&ME&Z' ct+t%asmccde mt.t ba axsifbdM s rrdcamrac
awas.
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
B 336 1117 / 259 1- / 173 18.0
D 127 /20 1101 /- !- 11.5
C 171 /133 /91 /- /- 11.5
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) I
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
Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, bV TPI anti SBCA) fsafety practices prior to performing these functions. Installers shall provide temposty ernefs
bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections 63, B7 or 610, rtrnerrrs ric
as applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f2efer to T
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSIt fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _
listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.
Z
JO
b Number: 36CS00043
EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL
russ Label: EJ7A
2X4(A'
SEAT PLATE REQ.
Wgt 6 Ibs I FROM: AH 725 / T23 / EJAC I DRW i
IZ
Ij
B
co
0
ih
05/17/2018
ling Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
_. 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
A 270 179 / 188 / - / 151 / 8.0
L: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
C 128 / 21 / 104 ! - / - 11.5
L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.017 C - -
B 174 / 135 / 95 I - I - 11.5
Ld: 37.00
EXP: C
HORZ(TL): 0.027 C - -
Wind reactions based on MWFRS
Code / Misc Criteria
CLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
A Min Brn Width Re 1.5
9 q
t: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.505
C Min B Width R e q = _
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.373
B Min Brg Width Req =
A is a rigid surface.
:ing: 24.0 "
C&C Dist a: 3.00 It
Rep
Rep Factors Used: Yes
Max Web CSI: 0.000
gearing A requires a seat plate.
Loc. from endwall: not in 4.50 ft
FT/RT:20(0)/10(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.02.1208.15
chord 2x4 SP #1
chord 2x4 SP #1
design based on both MWFRS and Ci3C.
No 047182
m
STATE Of
40 015A38FF 58 8160 30 7F 48 00 96 2E 85 F8
If* Itatze'ir�:taa 4Ica Mki'£�^staad:amd salad try MOM Mi. rtataa,
us.rca1921 cn the daeastwawu abom trIng a VAxi
ateth anr�ta�ra, zada_
r'tatadn t%s,etthfs d«et: A—v t crosu&naad skmtd and seaiad
and mmtim xsaff'd rstt wfdactran},
malas..
Chords Tens.Comp.
A - B 78 -152
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-C 0 0
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tr sses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
C mponen[ Safety Information, by TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryy and
br cing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
a cheU ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nnr wtrznts,,;r w applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to /
dr li ings 160A-Z for standard plate positions.
AI ine, a division of ITW Buildingg Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the
t1ss in conformance with ANSI fPl 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page,
lis in this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability
arriri use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
I
Job Number: 36CS00043 Ply: 1 1 SEQN: 668726 / T32 / EJAC
4EBB 1828-Cali "D" LL OL /DR Horton AEBB 1B28-Cali "D" LL OL Qty: 4 FROM: JAH DRW.
Truss Label: EJ3L Wgt: 12.6 Ibs .. / ... 05/17/2018
Ci
12
6 F�7- T
M
O L
2X4(A1) B co
� CV
4'3
A
D
Loading Criteria (pso
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 it
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 6.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 R
Loc. from endwali: Any
GCpi: 0-18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
Left bottom chord exposed to wind.
3'
3'
Snow Criteria (Pg,Pf in PSF)
DeflICSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Lldefl L/#
Loc R / U / Rw / Rh / RL / W
B 193 / 93 / 202 / - / 86 / 3.5
Pf, NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
D 51 / 33 / 73 / - / - 11.5
Snow Duration: NA
HORZ(LL): -0.003 D -
C 64 / 50 135 1- l - / 1.5
HORZ(fL): 0.003 D -
Creep Factor. 2.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
Code I Mist: Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.071
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
FT/RT-20(0)/10101
Mfg Specified Camber
Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) I
WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
40 01 5A 38 FF 55 8180 BB 7F48 00 99 2E 85 FB
14sltai%ds jndhyV..G.Amn mez,
4E(Fi.tk.Ci7FH2tasr13zasl�axnaC¢�f�n�a SHA"i
actlico�z�da
Ptsated�c�mss#ct3s dauxssrrt mutca�ui�d s��naxiand sal®d 2 Rise. au?2iesf€saSIIecacxxir mmk Uvedfbd caamgdedmrk
ca;!ns.
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
Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component! Safety Information, by TPI and'SBCA) toi safety practices prior to performing these functions. installers shall provide temporary�triey+:
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propprly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, orr{ mneirrs, iir
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to r
drawings 160A-Z for standard plate positions -
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handliA shipping, installation and bracing of trusses.A seal on this drawing or cover page_ -
listing this drawing, indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Bu!Iding Designer per ANSIITPI 1 Sec.2.
r...,.....e ine... fi,.n — a.ie inh'e npnpml snipe nanp —d thpsp wph citp_e- At PINE- www.alninpAw mm' TPI, www.toinst.om: SBCA: wwwsbcindustrv.com: IM www.iccsafe.orn _
6
r ob Number: 36CS00043
'EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL
Truss Label: BJ5
TI
SEAT PLATE REQ.
Ply: 1
Qty: 4
Wgt: 16.8 Ibs
SEQN: 668727 / T16 / JACK
FROM:AH DRW.
C
5' _I
I� I
5'
ling Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
L: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
L: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): NA
,L: 10.00
Risk Category: If
Snow Duration: NA
HORZ(LL): -0.007 D -
Ld: 37.00
EXP: C
0.008 D - -
Code f Misc Criteria
CLL: 10.00
Mean Height: 15.00 itHORZ(TL):
Creep Factor. 2.0
TCDL: 4.2 psf
t: 2.00
BCDL: 5.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.309
1 Duration: 1.25
MWFRS Parallel Dist: 0 to h/2 _
TPI Std: 2014
Max BC CSI: 0.182
;ing: 24.0 "
C&C Dist a: 3.00 it
Rep Factors Used: Yes
Max Web CSI: 0.000
Loc. from endwall: not in 4.50 it
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
GCpi: 0.18
Plate Type(s):
1 VIEW Ver: 17.02.02.1208.15
Wind Duration: 1.60
WAVE
chord 2x4 SP #1
chord 2x4 SP #1
design based on both MWFRS and C&C.
No...047182
�r
STATE OF
40 01 SA38 FF5B 9180 8B 7€ 48 00 99.2E 95 FB
shie l4atssh¢rs}.xesraak d ==Aadt'y lAas zl tstanbtes,
• 2£(�1.SYe.G+3At92l om G�edaka:sfiawn als�ngasN3i
��Miemtkaalasra3m
2 tedc i� a tiWLyr Wa =mat cssai f=ed sty Axmdsalad
¢xab Zsie lMde M"IU'Vn1 :i an xagrdvamd:
ras:fns.
05/17/2018
CV l7
1
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 196 1208 /- 1129 18.0
D 90 113 170 1- / - / 1.5
C 119 /93 /62 /- /- 71.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Big 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. Comp.
A-B 27 0 B-C 53 -120
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
s reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nenf Safety Information, byy TPI anr7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporarrvy
per BCSI. Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
p npid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 87 or 610,
cable. Apply plates to each face of truss and position as shown above and on the Join Del
unless noted otherwise. 12efer to
Is 160A-Z for standard plate positions.
a division of ITW Buildingf1�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 handlin shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ .
this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability
-e of this g"awing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2.
I ctttetr.
✓ ' om/ anents, fir
I
Job Number: 36CS00043 Ply: 1 SEQN: 668728 / T17 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW.
Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 05/17/2018
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 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Wind
Member design based on both MWFRS and C&C
C
SEAT PLATE REQ.
n
LO
M
04
3.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 193 / 76 / 162 ! - / 86
/ 8.0
Lu: NA Cs: NA
VERT(I-Q: NA
D 51 / 6 141 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): -0.003 D -
C 64 / 51 / 30 / - / -
/ 1.5
HORZ(TL): 0.003 D - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor., 2.0
B Min Big Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.174
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.072
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 29 -105
No 047182
STATE
-QQF
40 01 SA EF56 Sl BD BB 7F48 CO 99 2E 85 FB
Ti%friiemhasUem sit s redmdualadby Fi=X.A Manful s,
E(FL.Ii€.471HZ)catAnda3esfuaerrrabstma u%ga SN,t i
rtad s��dd'8s drxea�mrai�a aurcros3ad se�oa�m9 z�,alad
crab tisa5.*4a,-i ss3hert3casicaccada e:�ss.E t+c+rrriP�4.aiauydectmdk
v ios..
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
Trusses require extreme care in fabricating handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byv TPI anTSBCA) Poor sa ety practices prior to performing these functions. Installers shall provide temporary r/aey
bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathingp 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, am rr>7rrts, ue
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to j
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of frusses.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 r7rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Fnr more information see this inh s aeneral notes nacre and these web sites, ALPINE www.aloineftw-coin: TPI: www.Ininstom: SBCA: www.sbcindustw.com: ICC: www.iocsafe.om
job Number: 36CS00043
EBB 1828-Cali "D" LL OL ]DR Horton 14EBB 1828-Cali "D" LL OL
Ply: 1
Qty: 4
SEQN: 6687291 T18 / JACK
FROM: AH
DRW:
Truss label: BJ1
Wgt: 11.2lbs
12
6
� C
B
_F
T
2X4(A1)
LO
I 4"3
A
�
M
i
D
ding Criteria (psf)
Wind Criteria
.L: 20.00
Wind Std: ASCE 7-10
)L: 7.00
Speed: 160 mph
.L: 0.00
Enclosure: Closed
X: 10.00
Risk Category: II
EXP: C
Ld: 37.00
Mean Height: 15.00 It
3CLL: 10.00
TCDL: 4.2 psf
it: 2.00
BCDL: 5.0 psf
d Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
cing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
fiber
chord 2x4 SP #1
chord 2x4 SP #1
design based on both MWFRS and C&C.
SEAT PLATE REQ.
05/17/2018
1r
t
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R / U / Rw / Rh / RL
/ W
Pf. NA Ce: NA
VERT(LL): NA
B 150 / 77 1145 1- / 42
/ 8.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 110 / 18 / - / -
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D -
C -14 128 125 ! - / -
/ 1.5
HORZ(TL): 0.000 D -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2014
Max BC CSI: 0.015
C Min Brg Width Req = -
Rep Factors Used: Yes
Max Web CSI: 0.000
Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 17.02.02.1208.15
Chords Tens.Comp. Chords
Tens. Comp.
A-B 27 0 B-C
28 -19
10
40 01 5A 38 FF 55 81 BO 813 7F48 00 89 2E85 FB
ihtthamarpsLccaalaat pz nadand'WaladbyUarvra76Aaritairl,
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
PE (:1. uc.rs7taZl asthedaa¢ shaven arxiws w.tig a SNJhY
atatti Eri�faY[iSA Ga�iL
sf�rhlvd cwmsa1dgU d�,t2 not rrxui d4--mdand=aiad
Arad'he s.W2autiientsmSCAznzlee*.,uC Ss+rsif ir�sam efectrars .
tWWL
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tr sses require extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
C ponenf Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rte!t
br cing per BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly
a ached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msfalled per BCSI sections B3, B7 or 610, om mnrrifx ttr
as'applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to Y
dr ings 160A-Z for standard plate positions.
All l!ne, a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
t ss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page_ .
lining this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
arld use of this d awing for any structure is the responsibility of the Suilding Designer per ANSI1TP11 Sec.2.
Job Number: 36CS00043 Ply: 1 SEQN: 668730 / T20 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW:
Truss Label: BJ1L Wgt 11.2 Ibs .. / ... 05/17/2018
4"3
T
Loading Criteria (psf)
Wind Criteria
TOLL: 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: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP 91
Wind
Member design based on both MWFRS and C&C
Left bottom chord exposed to wind.
12
6 � C
2X4(A1) B
0
1`
1'
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Pt NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D -
HORZ(TL): 0.000 D - -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.163
TPI Std: 2014
Max BC CSI: 0.014
Rep Factors Used: Yes
Max Web CSI: 0.000
Ff/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 17.02.02.1208.15
aSTATE, OF
40 015A3E8 FF 55 8180 BB 7F48 00 99 2E 95 F8
n*IEuta hubastaWA=ledbyV v jWritars,
PE G'i.. itt.0 tr1E2t ozl tAc�a2s,stwr�a a6cwa w..ig aSFi# i
aeUscn�atirot�ufa.
€�tatcd st�ck� drrr:�acr+4�a nc+tcra�tVevmd �na� axasi.�aWd
mad the wiA.=ia enbsatckeac de, mzatbavtdfa�d on anyd"ttark
CMWL
♦ Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL
/W
B 150 / 89 / 157 ! - / 42
13.5
D 11 /2 /10 /- !-
/1.5
C -14 / 25 / 22 / - / -
/ 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.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B 27 0 B-C 27 - 1 9
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, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Safety Information, by TPI ant? SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly
,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
Ile. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to
60A-Z for standard plate positions.
a division of
TPI 1; or torn
acceptance
any structure
failure to build the
g or cover page_
m. The suitability
oa/Ixtnerrra ,r
Number: 36CS00043
B 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL
s Label: CJ7
ling Criteria (psf)
_. 20.00
L: 7.00
L: 0.bo
L: 10.00
Ld: 37.00
CLL: 10.00
t: 2.00
1 Duration: 1.25
:ina: 24.0 "
chord 2x4 SP #1
chord 2x4 SP #1
:)s 2x4 SP #3
aT�a
i
SEAT PLATE REQ.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
ial Loads
-umber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
From 0 plf at -1.41 to
55 plf at 0.00
From 2 plf at 0.00 to
2 plf at 9.84
From 0 plf at -1.41 to
4 plf at 0.00
From 2 pit at 0.00 to
2 plf at 9.84
-7 lb Conc. Load at 1.41
128 lb Conc. Load at 4.24
238 lb Conc. Load at 7.07
23 lb Conc. Load at 1.41
103 lb Conc. Load at 4.24
179 lb Conc. Load at 7.07
loads and reactions based on MWFRS.
Ply: 1
Qty: 2
Wgt 42.0 lbs
6W 1
6'3"
SEQN: 668732 / T21 / HIP_
FROM:AH DRW:
9' 10"1
3'7"
61 4 T 32" 16"1y�
6'1 "4 9'3"4 9'10 1
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
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 L/defl U#
VERT(LL): 0.015 G 999 240
VERT(TL): 0.041 G 999 180
HORZ(LL): 0.004 F - -
HORZ(TL): 0.008 F
Creep Factor. 2.0
Max TC CSI: 0.241
Max BC CSI: 0.326
Max Web CSI: 0.256
Mfg Specified Camber:
05/17/2018
1
♦ Maximum Reactions (Ibs)
LOG R /U /Rw /Rh /RL /W
B 330 /208 /- /- /- /10.6
E 3B5 /175 /- /0 /0 /1.5
D 29 /14 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Big Width Req = -
D Min Big Width Req = -
Bearing B is a rigid surface.
Bearing B requires 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 14 -11 C-D 55 -72
B - C 330 - 650
40 015A38 FF 50 81 BO BB 7F4800 99 2E85 FB
rhit ltemfxas&accs+elc sF ned.aidsailedhyl Warttnms,
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 -290 F- E 0 0
G - F 591 - 286
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp_
G - C 286 -47 C - F 345 -709
PE(a.Lk..Gds3521 on he diaae shaven abcm%dinga S)4 *1
asn3scrrt±satiesirttrlc.
; 6md 4oFk%01tFds oo m mt.n mot cazlowmd AFVMdn=d miad
auE trva sn:aasxPmm�t camcascaA¢ must9c.adfind asmaydectrunic
otolat.
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Tisses re99wire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
C )nponent Safety Information, by TPI anr7'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary
br cing per BCSL Unless noted o herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
a chea rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, E,"',
as'hpplicable. Apply places to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. �2efertoi
dr ings 160A-Z for standard plate positions.
All ;ine, a division of ITW Buildincc��Components Group Inc. shall not be respoi
sible for any deviation from this drawing,any failure to build the
in S,s in conformance with ANSItiPI 1, or for handlingf shipping, installationnd bracing of trusses.A seal on this drawing or cover page_ _
liing this drawingg indicates acceptance of ppro esswna engineerinresponsibility solely for the design shown. The suitabrhty
at d use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TP11 Sec.2.
Job Number: 36CS00043 Ply: 1 1 SEQN: 668733 / T25 / HIP_
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW:
Truss Label: CJ3L I Wat: 16.8 Ibs I ... / ... 05/1712018
10
17
T
to
2X4(A1) B N
1.3
A
D
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP 91
Bot chord 2x4 SP #1
�-- 1'5"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL:5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Loading
Hipjack supports 2-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS_
Left bottom chord exposed to wind.
4'2"3
4'2"3
Snow Criteria (Pg;Pf In PSF)
Def11CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in foe Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.001 D -
HORZ(TL): 0.002 D -
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.091
TPI Std: 2014
Max BC CSI: 0.052
Rep Factors Used: No
Max Web CSI: 0.000
FT/RT.20(0)110(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 17.02.02.1208.15
WAVE
10
40 015ASS FF 5B 81 BLt BB 7F48 00 99 2E E5 FB
rhkstar»3wsk+ matecS - sd�saedwdleaIddbyU2r 1MarttnC4
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 84 /45 /- /- /- 13.6
C 64 148 /- /- /- 11.5
D 28 /- 17 1- l- I1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
C Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs) I
Chords Tens.Comp. Chords Tens. Comp.
A-B 9 -6 B-C 21 -16
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
PE (a. M.rATIS21 W the d&te shown ab wa tag a sK4-1
aatlrendMtkM=d&
ettata0ztgriamcSriadtxxt staraerotcxsuit%xaAa nedand..aalatr
aasd be a dfii enasga+3a Wrk
alas.
"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 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, bV TPI gin SBCA) foF saety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTal!ed per BCSI sections B3, B7 or 610, dnr rerrents n
as applicable. Apply pates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to j.
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinf�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 shippinq, installation and bracing of trusses.A seal on this drawing or cover page.
listing this drawing indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The suitability
and use of this 9�awing for any structure is the responsibility of the Building Designer per ANS11TP11 Sec.2.
1
1
ob Number: 36CS00043 Ply: 2 SEQN: 668738 / T26 / HIPS
EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
cuss Label: A8GL Wgt: 259.0 Ibs / ... 05/17/2018
T 11'5"1 15'8"7 19'10" 23'11"9 L8'2"15 32'8" 39'8"
7' 4'5"1 4'3"5 4'1°9 4'1"9 4'3"5 4'5"1 7'
r
0
1 =4X6
%7X8(R) =3X4 8
=7X8 =3X4 8
/1/7X8(R)
12 C D EozY,, F G H=aYe I
PPPPFPi
10
K6(A1) It
vl 1112X4 =4X4 -7X8 es3X8 a X8 o X4 102X4 "I
SEAT PLATE REQ. SEAT PLATE REQ.
39'8"
T1"12 3'11"13 4'3"5 45"1 4'S"1 43"5 3'11"13
7'1"12 11'1"9 15'4"15 19'10" 24'3"1 28'6'7 32'6"4 39'8"
oading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs)
CLL: 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
CDL: 7.00 Speed: 160 mph Pf; NA Ce: NA VERT(LL): 0.270 F 999 240 B 3139 / 1427 I - / - / - / 8.0
CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.760 F 925 180 J 3140 11428 / - I- / - 18.0
CDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.054 C - - Wind reactions based on MWFRS
es Ld: 37.00 EXP: C HORZ(TL): 0.103 C - - B Min Brg Width Req = 1.5
Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.5
offit: 2. 0 TCDL: 4.2 psf Bearings B & J are a rigid surface.
offit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.347 9 g
'ad Duration: 1.25 p TPI Std: 2014 Max BC CSI' 0.290
Bearings B & J require a seat plate.
MWFRS Parallel Dist: 0 to h/2
pacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.300
Lac. from endwall: NA 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 13 -10 F - G 2150 -4803
dumber B - C 1438 -3178 G - H 2O45 -4569
C - D 1747 - 3901 H - 1 1747 - 3901
p chord 2x4 SP #1 :TC2 2x6 SP #1: D - E 2044 -4569 I - J 1439 -3179
of chord 2x6 SP M-26 E - F 2t50 -4803 J - K 13 10
ebs 2x4 SP 93 :W2 2x4 SP #1:
a!lnote Maximum Bot Chord Forces Per Ply (Ibs)
�il Schedule:0.128"x3", min. nails Chords Tens.Comp. Chords Tens. Comp_
Top Chord: 1 Row @12.00" o_c.
of Chord: 1 Row @12.00" o_c. B - R 2815 -1263 O - N 4605 -2068
abs : 1 Row @ 4" O.C. R - Q 2828 -1265 N - M 3969 -1784
e equal spacing between rows and stagger nails `�xa r Q P 3968 -1784 M - L 2829 -1266
each row to avoid splitting. 'v P - O 4605 -2068 L - J 2816 -1263
V No.
pading Maximum Web Forces Per Ply (Ibs)
047102 hip supports 7-0-0 jacks with no webs. Webs Tens.Comp. Webs Tens. Comp.
ind C-R 308 -63 O-G 256 -106
ind loads and reactions based on MWFRS. C - Q 1391 -624 G - N 270 -418
Q - D 442 - 797 N - H 788 - 342
STATE OF ft D - P 788 -342 H - M 442 -795
lio
P - E 270 -418 M - I 1391 -624
' e E - O 256 -107 L - I 308 -64
F - O 189 -235
4001 5A38FF5881,SO6137F+4800992E95F5
0,u Itemhasbem elearoa €,0y s4ned =1 seated by mvwti mnttu ,
n(a. tes.11471821 en tF�a@.3c shown abc wig a WWI
zuthenGCdE"+mcodd
?a'mted ce l�rtxrahis dsxmsysAwe not exmd aad sknada d'snalad
.1 the cs:AA zffint3m&Aecrde.musk be�rff&-A vaw wq deawk
cu Z
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ti4 sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
C Imponent Safety Information, by TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary mrey
br cmg per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prepefly
at ched riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kifer to om/rarlenis,at
dr w!ngs 160A-Z for standard plate positions.
At Anp, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
t ss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page
,
Its ing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility
a use of this yawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Fo more information see this job's general notes page and these web sites: ALPINE: www.aloinefw.com: TPI: www.tpinsLom: SBCP: www.sbcindustrv.com: ICC: www.iccsafe.om
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ors 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00
nr, ipn mein Wind Sneed. 15, Mean Helnht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) ix4 'L' Brace it
(1) 2x4 'L' Brace r
(2) 2x4 'L' Brace ■
(1) 2x6 'L' Brace Is
(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' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7-
12' 2'
12' 8'
14' 0'
14' 0'
-
S P F
#3
3' 8'
S' 9'
6' 2-
7' 8'
7' ll'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
Q
P
Standard
3' 8-
4' It'
5' 3'
6' 7'
7' 1-
8' it,
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' 11'
7' 10,
8' 2'
9' 4-
9' e'
12' 4'
12, 9'
14' 0'
14' 0'
-�
S P
#2
3' I
6' 7'
6' t0'
7' 9'
e' 1'
9' 3'
9' 7'
12' 2'
12' 8-
14' 0'
14' 0'
Nt
#3
3' 9'
5' 3'
5' 7-
6' I1'
7' 5'
9' 2'
9' 7'
to, 11'
11' 8'
14' 0'
14' 0'
�
F
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, 11'
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
to, 4'
13' V
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9-
e' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
_
:p
S P F
#3
4' 2'
7' 1,
7' 9'
8' 9'
9' 1'
10, 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
U
LJ C-
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
10' 10,
13' 9'
14' 0'
14' 0'
14' 0'
O
f l f
Standard
4' 2'
6' i'
6' 5-
8' 1'
8' 8'
10' 5'
10, 10,
12' 8'
13' 7
14' 0'
14' 0'
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
14' 0'
14' 0-
14' 0'
S P
#2
4' 5-
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
0)10
D F L
Stud
4' 4'
6' S'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10, 2'
10, 10,
11' 10,
12' 7'
14' 0'
14' 0'
#1 / #2
4' 10'
1 8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P F
#3
4' 7'
8' 2'
8' 5'
1 9' 8'
10' 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
U
L�
4' 7'
8' 2'
8' 5'
9' 8'
10' 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
1 F
Standard
4' 7'
7' 0'
7' 5-
9' 4'
0Stud
10, '
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1,
5' V
e' 5'
e' e'
9' 11'
10, 3'
111 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
81. 7'
9' 9'
10' 2'
11' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
#3
4' 9-
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12' 0'
14' 0'
14' 0'
14, 0'
14, 0'
.-i
D F L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7-
12' 0'
14' V
14' 0'
14' 0'
l4' 0'
Standard
4' 7'
1 6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12, 0'
13' 7'
14' 0'
14' 0'
1
able Truss
i
Diagonal brace option,
T
vertical length may be
doubled when diagonal
18
)K
brace Is used. Connect
L
diagonal brace for 60011
'L'
at each end. Max web
Brace
total length Is 14'.
iif 31E
2x6 DF-L 02 or
better diagonal
IT
t
Vertical length shown
brace] single
8'
In table above.
or double cut
f
45•
(as shown) at
-1-
_
upper end,
Connect tlbgon-F at
mid pint of vertical web.
Refer to chart above for
mARIIDIri w READ AND FOLLOW ALL NaTES a THIS DRAWM
wwglPMAKI'm FIR MSH THIS DRAWING TO ALL c@1IRACTtaLS =l.l1DDM THE IIISTALLERS
Trusses require extreme care a fabricating, handling,-sbIPPing, Instaleng and bradng. Referr_. to and
Safety Information, by TPI and SECA) fw'.snfety
Folios the latest editbn of SCSI (thadng Component
prnaticee prior to perf-MG thaw functions. Installers ,3m11 provide temporary b-=9 Par gC$L
Mtess noted otherwise, top chord shalt have properly attached structural sh.;&r. and bottbn dwId
l�
shall have a properly attached rfpld celllrp. Locations shom For permanent lateral restraint of webs
shalt have bracing Installed BCSI sections 43, S7 or 830, ns npWicebh,. Apply plates to each face
=
-
1 L--.
per
F truss entl p-1-60 as shown above and a lino k_= Details, unless noted otherwse.
Refer to drawings 160A-I for standard
w
plate positions.
Alpine, dlvipon IN Bolding Conpaue tz Group ine shall not be responsWle far any deviation from
AN 1TWCOMPANY
o of
this drawing, any fall.- to Mild the truss In conformance with ANSLITPI 1, or for handling, shipping,
hstallotbn 6 bracing of trusses.
A sent on this drow1mg or cover page listing this drawNg, Indicates acceptance of profession]
'
er,pheerb+p re ty surely for the design ,Mann The sWtabAity entl use of Sm1s rosin
13389 Lakefront Drive
fr any structure the resportsbSlty of the &Adkia DeslgrKr per ANSI/TPI I Seel,
Earth City. MO 63045
For more Information see this job's general notes page end these web sites,
ALPINE- ex-tpinaltexam) TPI, ww.tpinstora) SBCN ww.cb stry.0rg1 IM swlccs-F o a
0
Bracing Group Species and Grades,
Group At
S ruce-Pine-Flr Herz -Fir
#1 / #2 jStondard 02 1 Stud
#3 Stud I 1 #3 lStardard
Douglas Fir -Larch Southern Pinewww
#3 03
Stud Stud
Standard I Standard
Group Di
Hen -Fir
ql & Btr
#1
Dou law Fir -Larch Southern Plne,ews
#t 01
#2 #2
ix4 Braces shell be SRB (Stress -Rated Board).
swFor ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' O' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' min) nails.
X For (1) 'L' brace, space malts at 2' o.c,
In 18' end zones and 4' o.c. between zones.
)K)KFor (2) 'L' braces- space nails at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length.
Goble Vertical Plate Sizes
+ Refer to common truss
design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
Vertical Len tin
No Splice
Less than 4' 0'
2%3
Greater than 4' 0', but
less than 11' 6'
3X4
Greater than Il' 6'
4X4
��H 7'6 bd!"
� _:VV,, ,f MAX. TOT. LD. 60 PSF
MAX. SPACING 24.0'
Gable Stud Reinforcement Detall
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or, 140 MPH Wind Speed, 30' Mean Height, PartlaRy Enclosed, Exposure C, Kzt = 1.00
Or, t40 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ort 120 moh Wind Soeed, 30' Mean Helaht, Partlnlly Enclosed, Eroosure D, Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species I Grade
No
Braces
(1) Ix4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace x
(1) 2x6 'L' Brace x
(2) 2x6 'L' Bruce x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' B'
6. 3'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12, 0'
13' 9'
14, 0'
n%
-
O
S P F
u F
fl r
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
e' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14, 0'
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
11' 2'
11' 11'
13' 7'
14' 0'
Standard
3' 6'
4' 7'
4' It'
6' 2'
6' 7'
8' 4'
8' 11'
9' B.
10' 4'
13, 1'
14' 0'
41
3' 10' 1
6' 4'
6' 7' 1
7' 6'
7' 9'
8' 11'
9' 3'
11' 9'
12' 2'
13, it,
14' 0'
—�
d
S P
D F L
#2
3' 8'
6' V
6' 6-
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13, 9'
14' 0'
03
3' 7-
4' 10'
5' 2'
6' 5-
6' 11'
8' 9'
9' 1'
10, 1'
10' 10'
13' 8'
14' 0'
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10' 1'
10, 10'
13' 8' 1
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
8' 3'
8' 11'
9' 7'
12, 2'
13, 0'
U
<J
O
S P F
I� F
�l
#1 / #2
4' 2'
7' 2'
7' 5-
8' 5'
8' 9'
to, 1'
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, 1'
13' 7'
14' 0'
14' 0'
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Standard
4' 0'
S' 8'
6' 0'
T 6'
8' 0'
9' 11'
10' 4'
11' t0'
12' 6'
14' 0'
0
14' '
111)
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10' 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
S P
#2
4' 2'
7. 2'
7' 5'
8' 5'
8' 9'
10' 1'
SO' 6'
13' 3'
13' 9'
14' 0'
14' 0'
03
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
QJ
D F L
Stud
4' V
5' 11'
6' 4'
7' 11'
8' 5'
10' 0'
10' 5'
12' 5'
13, 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
S' 7'
7' 0'
7' 6'
9' 5'
to, 2'
11' 0'
11' 9'
14' 0'
14' 0'
.4
#1 / #2
4' B'
7' 11'
8' 2'
9' 4'
9' 8'
10' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P F
03
4' 5'
7' 7'
e' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
u'
U
u
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10' 11'
11' 5'
14' 0'
14' 0'
14' 0'
0
14' '
0
�l F
Standard
4' S'
6' 6'
6' 11'
1 8' 8'
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
X
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
11' 2'
it, 8'
14' 0'
14' 0'
14' V
14' 0'
S P
#2
4' 8-
7' it,
8' 2'
9' 4'
9' e'
IS' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
c
#3
4' 6'
6' 10,
7' 3'
9' 1'
9' 7'
11' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
G
ID F L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
it, 0'
it, 6'
14' 0'
14' 0'
14' 0'
14. 0'
s-1
Standard
4' 5'
6' 1'
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12, e'
13' 7'
14' 0'
14' 0'
able Truss
Diagonal brace option,
XTZ�
vertical length may be
doubled when diagonal
18'
)K
brace Is used. Connect
L
I
diagonal brace for 690#
'L'
-Ij-
at each end. Max web
Brace
total length Is 14'.
31E31f
I
2x6 DF-L 02 or
better diagonal
T
1
Vertical length shown
bracei single
8,
In cable above,
or double cut
L
J..
45'
(as shown) at
upper end,
Connect diagonal at 1111Illitf
midpoint of vertical web. Refer to chart above for max rt(bm1 leng
—WARNWGw READ AND faLLDV ALL NDTES ON THIS DRAVING! ��\rri
-SWURTANTwx FURNISH THIS DRAWING TO ALL CGNMCTGRS INCLUDING THE INSTALLERS
Trusses require extreme care In fabricating, handling, shipping. Iristalling and bracing. Refer to and EN
Veit the latest edition of SCSI akadmg Component Safety Information, by TPI and SBCA) for safety i t7
practices prior to performing these functions, installers shall provkte temporary -dc' g per BCSL
I1ft'� Unless noted otherwise, top chord shall have properly attached structural sheath4g and button chord Z No
l�1 shalt have Properly attached rigid sections
Locations shown for Permanent eat lateral restraint of ebs
O shall have bracing Installed per eCSi stcdo»s 83, 87 w 810, as apalleable. Apply plates to each face
*
Q of truss and position a ha.n above and on the Joint Detass, unlless noted otherwise. - TQ
Refer to drawings 16DA-2 far standard plate positions.
Alpine, division of 1TV Buftding Components Group Inc shall not be responsible for anyy tleNatlon from / ATE OF
AIN (TtMCOMPANY this tlrnelrg, any fall— to build the truss h confornance with ANSI/TPI 1, or for handlin0, shipping,
Installation L bracing of trusses. �Q`, �..
A seal on Hds drawing or cover page listing this drawing, Indicates acceptance of profrsslorol C Ft V
emalneeri.g responsibility solely Par the des it7n shown. The suitability and use of thh drawlrp t� f�` 'F
....,..,.. _.._.___... _. _ far any structure Is the respard961Uty of the Building Deslgner per ANSI/TPI I Sect. _i, ,S:iI7Z. _ ..hid,
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hen -Fir
#1 / #2 iStendardli 1 #2 1 Stud
#3 Stud 1 1 #3 ISt.nd.rd
Douala Fir -Larch Southern Plnexxw
#3 #3
Stud Stud
Standard Standard
Group B,
Hen-Flr
#1 & Btr
#1
Do u las Fir -Larch Southern Plnexxr
#I #1
#2 #2
lx4 Braces shall be SRB (Stress -Rated Board).
"For lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these rides.
Gable Truss Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Goble end supports load from 4' 0' outlockers
with 2' 0' overhang, or 12' plywood overhang,
Attach 'L' braces with 10d (0.128'x3.0' min) nails.
)K For (1) 'L' brace- space nalls at 2' o.c.
In 18' end zones and 4' o.c, between zones.
)K)KFor (2) 'L' braces, space naps at 3' o.c.
In IS' end zones and 6' o.c, between zones.
1' bracing must be a minimum of 807 of web
member length.
11 Gable Vertical Plate Sizes 11
Vertical Len th No Splice
Less than 4' 0' 1 2X4
Greater than 4' 111, but I 4X4
Less than 12' 0'
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall.
TOT, LD. 60 PSF
REF ASCE7-10-GAB16030
DATE 10/01/14
DRWG A16030ENC101014
1
Relnfo
Menk
Ga
Tr
Gable Detail
For Let -in Verticals
Sm } If web has a scab brace, then webs
�61rt over 48' from Joint to Joint need
to be braced with 'L' or 'T' braces.
Brace is 90% of Member length.
Gable vertical length
Ireater than 48' 'l.'
r 'T' brace required
1P01
a, 16
Gable Truss Plate
Refer to appropriate Alpine gable detail for
minimum plate sizes for vertical studs.
QRefer to Engineered truss design for peak,
splice, web, and heel plates.
QIf gable vertical plates overlap, use a
single plate that covers the total area of
the overlapped plates to span the web.
Example) 2X4
2X4 4 r2X
\ V No 'L' or 'T'
brace requlred }
In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design.
vertical length greater than Attach each 'T' reinforcing member with
48' 'L' or 'T' brace required End Driven Naltst
10d Common (0,148'x 3.1,min) Nails at 4' o.c. plus
(4) nalls In the top and bottom chords.
Toenalled Nallsl
10d Common (0.148'x3',min) Toenails at 4' o.c. plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14M5ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOI014
See appropriate Alpine gable detail for maximum unrelnforced gable vertical length.
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -hall - Dr - End -nail
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 notch size,
specie, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
Examples
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP B3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1,30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length'
L30 x 8' 7' = 11' 2' 11
'T' Relnf.
'T'
Mbr. Size
Increase
2x4
30
2x6
20
r�
o IIJh\\'fi
���^ n
AN lT'1NCOMR4NY
i9369iakehnlDM
Ea'mCily,1106300.5
MVA�mx�. RIEM RM MLov ALL M= M Ttas IIRAvtNTd
611WOETMI'" F.RMSII TIM 11RAWIP� TD ALL ®i1Rwnis nimum tC PE DI xxisTts.
Trusses require extrene care h fobrtatt,g, handit, sh*php Inst t! and brochp. Refer to and
FalWv the tatast eddan of BCSI oMdhg loriponrnt Safrly Tn+'ornatbn. by TPI and SBCA) for safety
pprraactices prior to perfornbg these functions. Instatters stall provide "or aryy �bradrW per SCSL
llMess noted otherwise. top chord shalt have PrcpeNy attached structurat ahft=Q and bottom chord
shall have a properly attached Hod ceQYro. Lorntbns shorn for pernanoM Intoral restraint of webs
na IcaMassbto. APPtY plates to each face
of cruse and br position as shorn above and an 33. Joint 11110, s, unless rented a"plete
J or Details,
of t hnva brodnp ionImrtadedss per aboI sand on the
Refer to drowetgs 16OA-Z for standard plate positions.
Alphne, o dvlsion of ITV Hu&drt� Components Crap Lie. shall not be responsible for an_yy tl�evintbn from
this tirowhg, any failure to build the truss In corMornnnce with ANSInPI 1, or for hnnaung, sNpphrtp,
htstatlotbrt 6 13e=Mg of tIVISMS.
A seal an Oft drowMg or cover papr Itstip this o}awttp, Mtdlcntes ntxeptoncr OP professional
thngheerMtg tsowy far'paee dtsf� shorn Tar sutWbllty and use of this trar+g
far any structlre is rwsponaltRty of sir DAdhg Desfgnsr per ANST/TPI 1 Seca
For more Irtforlatlon sea this Job's general rates page and these web dttrs
BI MM7, www.nlmw,oMvrew, Mn. �vr.1n4.¢Lene, --mra. www.eee JAtrVaret Iran ww.JeeeneR.ere
,��ti n,r;„�ry,
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�'' �aziaatF-'asps
WD3541BR58St£ pT30m9)8t5tfl
...•..-. "-"'~
MAX. TOT. LD. 60 PSF
REF LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
DUR, FAC. ANY
MAX. SPACING 24.0'
bTOT08Rl3dIH 9M8
K/10/01 31tl
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All'04u'od `:0)H
unaW ,06 'gdw
081 '01-L
33Sd
i,AOJ
11v4.ap slg4.
asn
sas a1 . (S >PDg4-as
--•-�
dIH !H paddadda�-S
g-g uOlopas
awvu3 dlH
,6upvds wnwlxvw 'o'o ag 7 sll ou aS'Ex,IET'0 g�lM dlg T#
o4. pagov}}v aq o} aw-o A d!g jo pjogo wo:.q og
sllvu aS'EX.TET'0 «) go,!M 54.ulod 6uiddvluano llv +
sdlg padda4.s do sp Aogo a.vld o} awv.4 j dIg goo:.:.V -o
puOg3 W04-4-09 g ��
xawo.A3 dlH
vauy piog3
pag3-vagS puv
dlH T o u �iovqa
su
sassnul axs
d'H paddan S
sass u1 `•
uowwo3
t_
,pagD)oq,: v /Cluado.Ad puo }ov;ui aq I snw sullund
'a.!d o4- aZ o:. do pawwy. , aq kow spjogo awvu� dIH 21,
'pa.4lnbau 4o;ov j uol4.v Anp puv '6ulpvol '6ui:�vld 1.4aolwnl
>iovqq as uod u6lsap palvas s,uaaul5u3 aaS
aw,oi j dIH S
sjin--�aQ awnj j dlH x
',Aa44aq 4o 'apo A6 pn:.S 'p Aopu)o4.S 33Q Ao
'3H 'auld 'oS '3dS sl uagwnl awvu,4 dIH IK
fCn !nul4.uoo goa.ld u!v� u!ow o} s>p-of
,40 4AD qwnld 4.v sdo4.s awo A,4 dlH
,d, 'awv,43 dIH A •uiw '+,YCM
:Z
Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Dot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
)Ex Attach each valley to every supporting truss with,
(2) 16d box (0.135' x 3.5') nails toe -nailed 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
���X4
12 Max,
2X4
�-- 8-0-0 max -�
4X4
12
12 Max. I-
1X3
1X3 17(Max
X3 5X4/SPL
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0,128' x 3.01) nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with+
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
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 -nailed /
rr
2X4
� SQ
4
2X4 X4
Square Cut Stubbed Valley Optional Hip
Bottom Chord End Detail Joint Detail
20-0-0 (++) i at 2d' o,c, Plan
Supporting trusses at 24' o,c, maximum spacing,
,,lulllaluuu�,,
nWARNMew WAB AHo F111" ALL lures ON TS BPAVBra
TRACTORS MMUBM DE RETAILERS
`�AFC ''.
�`
TC LL 30
30
40PSF
REF VALLEY DETAIL
-WURTAHT1u FIA316H TIM MAVM M ALL
(ButdM9 �portne t SafetyPlnvoru�+"by TTPlbapW 9CA Referto
fall.. the latfrtf Cara In
`�� \
`` ,g"a �",,�
�'C DL 20
15
7 PSF
DATE 10/01/2014
DRWG VAL160101014
nl7 (�
FE
proctkes prior w perfr ld g these funetl_ mPt.tters sh.0 provide t.rpararyy bradnB Per BCSL
thJess noted otherslse, top lord shall have Properly att.shed-trod—., sheathMg antl bottom chord
shot, have a property attached Hold eNUrg Lacatim shown for Permanent lateral nstrolnt of webs
sMll have Macft Mstalled per HCSI sfCtJams B3, H7 r B10, as applkoble. Appy p�� to each face
n T'-BC
DL 10
BC LL 0
10
0
10 PSF
0 PSF
a
I��IUUU^�
of Moss and podtlon as shown above and a the Joint Betdls, wtess noted othe
Refer to drawinos 160A-Z far standard plate po.M—
= S'
55
II
AN RW COMPANY
AtpMe, o dvlslon of ITV BWI�s Components Grouupp Irc. sYwtl not be rewonsB,te far anyy devWtlan Iron
dr..hq foRur. to I.Ad the true. M confrno. c. •Ith ANSI/tPi 1, r far Mr4lrg, shlppMg.
,.
t�TF OF
TDT, LD, 60
57PSF
this any
Mstallatlon 4 bradng of trusses
A seal m this d"a.Mg or cover page gstf,g this dra.Mp. hwf-tes acceptance of Professlpr%t
drn this d
srpanslbAI(SUTPI 1 S.C2.
�^
URFAC.1.2511.33
1.15
11.15
13369 Lakefront Drive
Earth CRY. MO 63045
for are ekluty Baking m.tgner per
tymofM
d these web sites'
For m hf.—tlon see this Job's general notes and
ALPINE .wwnteh-1t..rmm, TPI, ••w.tohiskero, SBCA ... .shchdustry.orat IM .—I--afero
SPACING
24,0'
WE
Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 nph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0.
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5PO psf (min), Kzt=1.0,
Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtlns. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purtlns, 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.
seer Refer to Fnoineer's sealed truss design drawl— for nlnnvinack and base truss soerifiratlnns.
Detail A I Purlin Spacing = 24' oici or less
12
onus unu UV cv Max u.c. spacing In ve cween.
Detail B I Purlin Spacing > 24' o.c.
12
Up to 12 V
Piggyback cap truss slant nailed to all top chord purlin
bracing with (2) 16d box nails (0.135'x3,5') and secure top
chord with 2x4 #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 a minimum of (2) 16d box nails (0.135'0.51).
\\
I I \\ /
I I
I ( Purlin
Spacing >
LT'o'p
(
24' a,c, max
Full Flat top chord purtlns required at
Chard Scnb (Typical Each End) Chord
Depth both ends, purlin spacing
> 24' O c,
Notes If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed (it 24' o.c. max. and use Detall A.
lea}d�fiiijJJj
sf�TOM�TCTRiTHIS D "WRTANTseT0DRAMU ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses In fabricating, handling, Installina bracing Refer to
.'0.
t
require extrene care shipping, and and
follow the latest rditbn of SCSI (BuAdeg Conponent Safety Infornatlon, by TPI and SBCA) for safety
C
�JA \GE /J
a functlshall havvee LLa ttached �structuraovide ts hre t broom per BLSI.
Wile top hirg bottom
= N
s�anotedd otherwiise, chord proper! y chord
st
locations sham for permanent lateral restraint of ebs
shaI l have a properly ailed
BCS1 v..IticelUag.
shall have broclrg installed per 8CS2 sections 83, 87 or 8I0, ae applicable. Apply pintas to each Face
per
O
of truss and posltian as shown above and an the Joint Detals, unless noted otherwise.
_
AN
RWODMP,4NY
Refer to drawings 16OA-2 for standard plate positlom
Alpine, a division of ITV R OAdm[n7g components Group Inc, shall not be responsible for any deviation from
build truss In ANSLTPI 1, for hond8ng,
OP
this drawing, any Follure to the canFormanee with or shipplao,
Ihsto(tatlon 1, bracing of trusses.
lh
A seal on this drawing or cover page llsttg this dra whg, bdkates acceptance of pro w1rV not
neerYg respon bMV solely for the design shown The sUtabigty and use of this drowhg
�. N.
� F11 � '
Ay
13389 Lakehont Drive
Earth Cily. MO 63045
far anal y structure is the respor�el<y of the Bu0.dtrg Drsipner per ANSI/TPt 1 Sec2
For more Infornotian sea this b'e enernl notes a e and these web sites,
r�
.../��%A)-llk ti
Piggyback cap truss slant nailed to all top chord
purlin bracing with (2) 16d box nails <0.135'x3.5')
and secure top chord with 2x4 #3 grade scab
(1 side only at each end) attached with
2 rows of IOd box nails (0.128'x3') at 4' o.c.
Attach purlin bracing to the flat top chord
using (2) 16d box nails <0,1351x3.51).
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' nails, (4)
Into cap TC & (4) Into base truss TC or <1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0,120'xl.375' malls. Note, Nalling thru holes of
wave plate is acceptable.
It In addition, provide connection
with one of the following methodst
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3X10 Trulox plates for 2x6 and larger chord
members. Attach to each face @ 8' o.c. with <4)
0.120'xl.375' nails Into cap bottom chord and (4)
In base truss top chord. Trulox plates may be
staggered 4' o.c. front to back faces.
APA Rated Gusset
B'x8'x7/16' <min) APA rated sheathing gussets
(each face). Attach @ 8' o.c. with (8) 6d common
(0.113'x2') nails per gusset, (4) In cap bottom
chord and (4) In base truss top chord. Gussets
may be staggered 4' o.c. front to back faces.
2x4 Vertical Scabs
2x4 SPF 112, full chord depth scabs (each face),
Attach @ 8' o.c. with (6) 10d box nails <0.128'x3')
per scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c, front to back faces.
28PB Wave Piggyback Plate
line 28PB wave pigpgyback plate to each Face
@ 8' o,c, Attach 'Eeeth to plgg back at time of
fabrication, Attach to suppor Ing truss with
(4) 0.120'xl,375' nails per Face per ply,
Piggyback plates may be staggered 4' o.c. front
to back faces.
F PIGGYBACK
TE 10/01/14
WG PB160101014
CLR Reinf orcing
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired,
Notes:
This detail Is only applicable for changing the specified CLR
shown on singte ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type,
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf.
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-axe
2x8
2 rows
2x6
2-2x6OO
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
Or T-Reinf.
L-Reinforcement: or
L-Relnf.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',min) nails
at 6' o,c. Reinforcing member is
a minimum 80% of web
member length.
T-Reinf, L-Reinf,
Scab- Reinf orcement:
Appty scab(s) to wide face of web,
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',min) nails
at 6' o,c. Reinforcing member is a
minimum 80% of web member length.
Scab Reinf.
WVARNMew rrtRPORTANTM THIS READDRAVnQ``Ov�,�,
O AND ALL ALL NOTES INCLUD THE DasrAU-M
��•jy.�,,�
TC LL PSF
REF CLR Subst.
DATE 10/Ol/14
TPYeeee requW aatrene care In fobrlcating, handung, shlppbhg, Inst 111 and bra Refer to and
fouoe the Intact emtion of ecst tDuning faepormnt So9ety iwornation, by TPt and s' ai for safety
/ ��
�� Q /A
TC DL PSF
praedces prior to per .nming thaw functfons. installers shall pravioe temporary b,--dM per HCSL
UNrss noted other:: top chard shnu hove properly attached structl,rat sheathing and bottom chord
shalt have a nttochetl rlooio celUng. Locations charm for pernanent lateral restraint of trios
f
C DL PSF
DRWG BRCLBSUB1014
d
Q 11 Il_J1�
11`=IUr��
properly
a
shall have brorJng Instaliad par HCS[ sectlane B3, HZ or B10 ns nppk:nMv. Pppty puttee to each Paca
f truss and pockkrh as ahocn above and on the Joint Detars, unless notad ofherslse.
�P7s;`
=
�C LL PSF
Refer <o draWh0. 160MZ far standard plate posltlons.
Ntphne, a malsbn pf tTv HuRtlln eanpanenta craw mG chau mat be responsible rot any aewintbn fro,.
i'OT. LD, PSF
Ifi rtWCOMPANY
tNs dros4hg, any faRwe to band the truss io canfornance dth ANSVTPI 1, or for hnr�ln9, shipping,
�.� ATE bF
lnstauatbn 6 hrarJng of trusses.
A seal on #JS e!-ns}np or eoVM pn IlstYg tNs drn►Yng, IMcntes necePtnnce oP proPesslmhal
r Yq rrspa alty sdelY Far fix design shorn The s<dtabnity o.d of chic dra.eg
far end y structure Is Me respons691LY of the &ddng De9pner per NSSLiPf 1 See2
?yFi V.
rd I't
DUR, FAC,
13389 Lakefront Drive
Earth City, MO 63045
a
ah erue� more Mh�ornntlo�sea this Jnbgenerol not page nna these web sites,Stg�
. , mn ....... _
e6. SS�if......,.,tt�.. b
SPACING
Cracked or Broken Member Repair Detail
Load Duration = 0%
This drawing specifies repairs for a truss with broken chord Member forces May be Increased for Duration of Load
or web member.
This design is valid only for single ply trusses with 2x4 or
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
species as damaged member. Apply one scab per face.
Minimum side member length(s) = (2XL) + (B)
Scab member length (S) must be within the broken panel.
Nail Into 2x4 members using two (2) rows at 4' o,c„ rows staggered.
Nail Into 2x6 members using three (3) rows at 4' o.c„ rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail Is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail ma not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads.
S
L L
4' o,G
�Typlcal ~
+ o + o + o + o
o + o + o + 0 +
—1 2' 1--
Stagger
+ = Back Face 10d Box (0,128' x 3', min) Nailsi
0 = Front Face 2x4 Member - Double Row Staggered'
2x6 Member - Triple Row Stoggered
Nail S
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web ❑nty
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
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#
66604
)acing Detail i'
..VARNING!" READ AND FMWV ALL NOTES ON TMS BRAYING
..BIPORTANTv RIB(ISH TMS BRAVING TO ALL CONTRACTM INCLUDING THE INSTALLERS.
Trusses require extreme care M fabricating, handling, shdPPMg, Msta110 antl bracng Refer to and
How the latest edGtlon of BCS1 (BUadng Conpan t Safety Infornodon, by TP[ and SECA) for safety
octicvs prior to Perf—Ing these Functions. Installers shad provW¢ teegornry bracng per BCSL
Less noted otherwise, top chord shall have properly attached atructwnl sheathing and botton d+o
,all have n properly attached NDId ceaing. Locations shown for perwnent lateral rest- of eb!
gall hove braving Mstnllod Per BCSI sectlonc B3, D7 or B1a, as opdicnbly. Apply ptates to each face
truss and poslltlon as shown above and on the Joint Detalis, unnlless noted otharwi—
,fer to drawings 16OA-Z for standard plate positions.
Alp6!e, a division of 1TW Bullding Conponents Group lno shall not be responsible for my deviation fr
As drawl g any fa4ure to build the truss In conforhame with ANST/TP1 1, or for handing, shipping,
-tailatbn L bracing of trusses.
A seal m this drawing or rover page Wig this droving, Yx➢cates acceptance of Prof esslwml
igMeereg responsmalty solely for tl1e design shown The sultablity aM use of tWs drawing
r any stricture Ls the respon:,lblBty of the &Ad4,g Designer per ANSI/TP1 1 See2
No.
BtA�TE OF
%.Q.� . A%4 0 PI 110"
19ninun
L Distance
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
L❑ADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑.C. MAX.
STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS
NOTED ON THIS SHEET
4' 0' GC MAX. LENGTH T0� ILLER
EXISTING FILLER 1
- 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' ❑.C. MAX., OR SEE NEXT ❑PTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
<4' MAX. PANEL LENGTH).
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),
WLATERAL 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 LOCATI❑NS, 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
T USE THIS DETAIL FOR,
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS).
:RIOR BEARINGS AT ANY LOCATION ON THE TRUSS.
DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES,
DER GRADES LESS THAN SPECIFIED ON THIS DETAIL,
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED
WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES
NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING
LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY
IS HOP 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 J❑INT,
- 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 (J❑INT SPLICE),
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS.
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ.
- JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX
(0,128'x3'> NAILS AT EACH END OF EACH. VERTICAL, (12' MIN, VERTICAL BLE
- MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND
8d NAILS <0,113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED.
- VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH
(6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE
FACE ONLY),
-VAFWNB- READ AND FHLLDY ALL wrES a TNIS MAWM
—WMTANTr>< ftMDI n= BRAYu6 M &L CONTRACTORS IItC =DM TW DWALLM
Trusses require atrcne care In fabrkating handling, shipping, Instaltq and bracing. Refer to and
follow the latest edition of BCSI fBYlAng Component Safety Tnfornatbn, y TPI and SDCA) for safety
pprraacctices prior to perfornMg these functions. fnstatlers shall provide bracing per BCSL
UMecc no otherwise, top chard shall have properly attached strestural sheer and batten oleo
shall have a properly attached rlaid ceiling. Locations shown for permanent lateral restraint of web:
d ��� shalt have bracing installed per above
sections the
J or D10, w npplleable. d t Plates to ,melt face
of truce acid ppr3 16 of farm above and to osi Joint Details, unless rated otharwlce.
Refer to drarhgs 16gA-Z for stondord plate positions.
Alpine, a eEWslon of ITY 11u4dng Components Group Inc shall not be rasponsDAe far ally devl&tbn fr
AN Qwcjomw Y this drawing any fakure to build the tress in conformance with ANSVTPI I, err For handling, shipping,
Installation L bracing of trusses.
A seal on this ol—Ing or cover pa Usting this drawing, buk.tes acceptamCe of professlarol
responcb�gtl�Iv,, e= fdr the design slam The sa�tabllty old use of this drasi g
13389 Lakefront Orive for - -'" ro Ky of the "emQ Desgner per ANSI/IPI 1 S c2_
Earth City, MO 63045 For none Infornnto. see this Job's general notes page and these rob sites,
ALPINE, wwwAtolnelt—am TPI1 ww.toinstwat SBCAi ww.sbcrldustry.org, ICC, vow.1cceafe.oril
BEN
N y
' PC
S AIEOF
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
4a
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 riph 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 8' o,c, plus clusters of four nails where shown in figure below 00,
NOTE: #2 is the minimum lumber grade allowed for all species.
NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections.
wwpp(QITANTns FU MSN TICS MAVaIG M ALI CaMRACTIRS INMUBW THE INSTALLERS
Trusses require extreme core In fabrkoting, hnndlhg, shipping, Instat8 g and bracing. Refer to an
fella* the latest edition of BCSI ®.lung Component Safety Infornntion, by TPI, and SBCN for ..ft
proctkes prior to perfarnva these functlons. Installers shall provWe twrpararyy b.— per l SSL
Unless noted other.lse, top chard shell have properly ttached structural sheatHng - bottom tl+
shall have a. properly attached rigid ceBln9. Locations shorn for pernonent lateral restraint of eel
shall have arocing installed per above
and an the
87 or BIB, as opgknbno Apply plates to each fat
1I�l��UU��11 of trust and dponositionIns all cheer shove and on the 7 or BID, as uNacs noted otherwise.
Refer to dria gs 16M-Z for standard plate positions.
Alpine, a civlsion of ITV Bulding Conponents Group Inc shall not be responsible for anyy deviation f
AN RWCOMPANY this drawing, arty FnBure to bJld the truss h conformance with ANSviPI 1, or fw harid sNpping,
hsto8ptbn L brociri Of tr4YY85.
A seal on this drawing or cover page Ustbrg *" drawing, bugmtes acceptance of professional
design shrn Wiry and e of ths drowg
13389 Lakefront Drive gagr ymsWe wapANSI/M I Sect.
GEN
ATE OF
❑TAL TOP CHORD
❑AD NOT TO
XCEED 40 PSF
DEAD PLUS LIVE)
FAC, 1.15/1.25
REF 2X4 SCAB O.H.
DATE 10/01/14
DRWG ❑HSCB2X41014
O 12 (2) 16d TOE NAILS
1 WARIES OPTIONAL SCISSORS BOTTOM CORD
I
I `
(2) 16d TOE NAILS
18-0-0 MAX. SPAN
TYPICAL END JACK (EJ)
I
N.T.S.
12 (4) 16d NAILS
vARles See Connection Detail
` OPTIONAL WEB CONFIGURATION
3X4
(4) 16d NAILS
See Connection Detail
11-3-12 MAX. SPAN
1 TYPICAL CORNER JACK (CJ)
N.T.S.
a_
EJ, a
End Jack EJ Lx
0.
Seveled Jack (BJ) G, _
(BJ) m it
iD
m a CONNECTION DETAIL
(2) 16d GUN NAILS
m FOR EACH LOCATION
SHOWN TOP & BOTTOM
Gpec� �GY 2x4 SYP Nailer 16" Long
z 6'-0" MAX. Top & Bottom use 16d
,pG Nails 4" O.C. staggered
TYPICAL CORNER SET LAYOUT
N.T.S.
WEB CONFIGURATION
tz
B VARIES � (4) 16d NAILS
`, See Connection Detail
11-3-12 MAX. SPAN
TYPICAL SCISSORS CORNER JACK (CJ)
N.T.S.
TYPICAL CORNED' SET INSTALLATION a��y,�aoerl�apeap�l�
�� el- AR;,
TYPICAL LJADING (P.S.F.) bya �P .-*' G ENS --
TILE: SHINGU'St
TOP LIVE LOAD: i 20 20 No MANUEL MARTINEZ, P.E.
TOP DEAD LOAD; 15 7
_
BOTTOM DEAD LFLORIDA REGISTERED ENGINEER
10 10 _
TOTAL: I 45 37 � � ti
STRESS INC. 1.25 1.25 0 0 d LICENSE PE 47182
WIND DESIGN: WAX. 160 MPH PER STATE OF 4U
ASCE 7-10 MAX. 24. O.C. oO%.a•�( V`
"WARNING'S Read & Follow all notes on this drawing. ' ��s O I.,'' ,
Furnish this drawing to all Contractors including the installers. '41 U S.O ••�
i �eRAlA4®i