HomeMy WebLinkAboutEngineering Trussj aney
omponentS, LLC
- Job Information:
Customer Name:
DR Horton
Description:
4EBB 1828-Cali "D" LL OL
RANEY COMPONENTS
19900 Independence Blvd.
Groveland, FI 34736
Phone:(352)429-9429 Fax:(352)429-7429
siuuress:
Creekside Lot 118
3109 Yellowstone Cir
City, State, Zip:
Ft. Pierce, FL
Cover Sheet
i Order #
I
JOB # 136DCS118
Printed: Fri, Aug 25 2017
FOR Name and License Number: ^I
—Loading Information:
Roof Loads:
Floor Loads:
TC Live: TC Dead:
BC Live:
BC Dead:
TC Live:
TC Dead:
BC Live:
BC Dead:
i
20 7
0
10
0
0
0
0
Wind Type:
Bldg. Code. Wind Sid:
Wind Speed:
Bldg. Useage: Building Type:
FBC 2014 RES ASCE 7-10
160
Residential - CAT II C
MWFRC & C&C w/M
Pages or sheets covered by this seal from: 1 thru 27 Total 27
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
AM
3
A2
4
A3
5 A4
6
A5
7
A6
8
A7
9 A8
10
A9
11
A10
12
B1
13 B2
14
C1
15
C2
16
D1
17 D2
18
M3
19
ER
20
EJ7A
21 EJ3L
22
BJ5
23
BJ3
24
BA
25 WIL
26
CJ7
27
CJ3L
T e�� AR
a,®`0{Illlldddd�0'°°
® No 0
o vL
STATE OF :�4(1
OR
°°1isod NAB
Page 1 of 1
RANEY COMPONENTS
aizey 19900 Independence Blvd.
Groveland, FL. 34736
0T11nel2tS, LLc. Phone: (352) 429-9429 ' Fax: (352) 429-7429
Cover Sheet
Order #
JOB # 136DCS118
Printed: Tue, Mar 28 2017
aob Information.
Address:
EOR Name and License Number:
:ustomerName:
Creekside Lot 118
)R Horton
3109 Yellowstone Cir
lescription:
City, State, Zip:
EBB 1828-Cali "D" LL OL
Port St Lucie, FL
I norl!"'m /nfnrmt2finn
Roof Loads:
Floor Loads:
TC Live:
TC Dead:
BC Live:
BC Dead:
TC Live: TC Dead: BC Live:
BC Dead:
20
7
0
10
0 0 I 0
0
Bldg. Code:
Wind Sid:
Wind Speed:
Bldg. Useage: Building Type:
Wind Type:
FBC 2014 RES
ASCE 7-10
160
Residential - CAT II C
MWFRC & C&C w/M
Pages or sheets covered by this seal from: 1 thru 27 Total 27
# DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO
1 Al
2
A1A
3
A2
4
A3
5 A4
6
A5
7
A6
8
A7
9 A8
10
A9
11
A10
12
B1
13 82
14
C1
15
C2
16
D1
17 D2
18
M3
19
EJ7
20
EJ7A
21 EJ3L
22
13J5
23
SJ3
24
BJ1
25 BAL
26
CJ7
27
CJ3L
Digitally signed by Manuel Martinez
Manuel DN: c=US, o=ldenTrust ACES Business
i Representative, ou=M AND E ASSOCIATES
cn=Manuel Martinez,
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Page 1 of 1
Job Number: 136DCS118 Ply: 1 SEQN: 539393 / T$0 / COMN
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 16 FROM: AH DRW:
Truss Label: Al Wgt: 221.2 Ibs / ... 03/28/17
7'10" 14'4"7 19'10" 25'3"9 31'10" 39'8"
F 7,10„ -{- 6'6"7 -}- 5,5„9 SS,.9 'I 6'6"7 I 7'10" i
4X61
I
E-5X6
11&4 =5X6 =3X8 -5X6 1112X4
90
b
TF11 6'3"5 610" 5'10" 6'3"5 7'8"11 1'�
7'8"11 14' 19'10" 25'8" 3111"5 39W
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 L/#
Loc R / U ' / Rw / Rh / RL / W
B 1650 / 308 / 961 / - / 445 / 8.0
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.178 L 999 240
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.388 L 999 180
H 1650 / 308 / 961 / /- / 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.075 J
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ TL : 0.163 1
( )
B Min Br Width Re 1.9
9 q
Code / Misc Criteria
NCBCLL:10.00
Mean Height: 15.00 ft
CreepFactor: 1.5
H Min Brg Width Req = 1.9
Soffit: 2.00
TCDL:4.2 psf
P
Bldg Cade: FBC 2014 RES
Max TC CSI: 0.632
Bearings B & H are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
TPI Std: 2007 .
Max BC CSI: 0.551
Bearings B & H require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Rep Factors Used: Yes
Max Web CSI: 0.605
Loc. from endwall: not in 9.00 it
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: 16.01.00F.0504.20
A- B 27 0 E - F 1108 -1899
Wind Duration: 1.60
WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
.Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 "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.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Member design based on both MWFRS and C&C.
slantad cop 1- or tha`sdccixnent arcngt cenSI and sipflad anddsgated-:
n,dhvi tbo Y8nf c3 cc aid/nlcctrarW
'cupfdii• -
B - C 1442 - 2961 F - G 1263 - 2430
C - D 1263 - 2429 G - H 1443 - 2962
D- E 1108 -1899 H- 1 27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - N 2569 -1123 L - K 2082 - 814
N - M 2566 -1123 K - J 2567 -1129
M - L 2081 - 789 J - H 2570 -1129
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
N - C
287 -13
L - F
468
- 734
C - M
387 - 555
F - K
482
- 204
M - D
481 - 203
K - G
387
- 555
D - L
468 - 733
G - J
287
-15
E - L
1338 - 714
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ases require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
1ponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
;Ing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10,
ipplicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to
vings 160A-Z for standard plate positions.
ne, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
s in conformance with ANSI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover pa e ,
ng this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability
use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
lore information see this job's oeneral notes oaoe and these web sites: ALPINE: www.alaineitw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: www.jcesafe.or
J aney
omponents, to
r . !
Job Number: 136DCS118 � Ply: 1 1 SEQN: 539420 / T13 / COMN
4EBB 1828-Cali "D" LL OL /DR Horton MESS 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: Al Wgt: 253.4 Ibs I / ... 03/28/17
7'10"
7'10"
14'4"7
6'6"7
19'10" + 22'6"41 26'8" F 31'10" f 39'8"
5-6-6 28"4 4'1"12 5'2" T10"
E=6X12
1112X4 =_5X6 =6X8 1112X4 1112X4 =5X10
F1' 7'8"12 6'3"4 5'10" 2'10" 4' 50"1 T11"15 1�
7'8"12 1"19'10" 22'8" 26'8" 31'8"1 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 Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(I-Q: 0.233 F 999 240 B 1557 / 307 / 960 / - / 445 / 8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.539 F 876 180 1 1557 / 307 / 959 / / - / 8.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS
EXP: C HORZ TL : 0.286 K B Min Br Width Re 1.8
Des Ld: 37.00 Mean Height: 15.00 It ( ) g q
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8
TCDL: 4.2 psf BldgC Bearings B & I are a rigid surface.
Soffit: 2.00 BCDL: 5.0 psf ode: FBC 2014 RES Max TC CSI: 0.615 Bearings B & I require a seat plate.
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.550
Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.972
0 /10 0 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20
Lac. from endwall: not in 9.00 It () () 9 P
Chards Tens.Comp. Chords Tens. Comp.
GCp!: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.01.00F.0504.20 A- B 27 0 F - G 1417 -2556
Lumber B - C 1439 -2762 G - H 1754 -3391
Value Set: 13B (Effective 6/1/2013) C - D 1261 -2220 H - 1 1434 -2754
D-E 1106-1732 I-J 27 0
Top chord 2x4 SP #1 E - F 1511 -2512
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values Maximum Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp.
1;ilfigflit B-R 2391 -1120 N-L 2965 -1290
Bracing t��¢l�t R - Q 2388 -1120 M - K 26 -12
(a) Continuous lateral restraint equally spaced on ��+_ Q - P 1897 - 788 K - 1 2382 -1122
member. Or 1 x4 "T" reinforcement. 80 % length of . # a ��� d P -0 20 -9
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.1 13"x2.5", min.) nails 4 .` Maximum Web Forces Per PI Ibs
Webs Tens.Comp. Webs Tens. Comp.
Wind �. R-C 287 -13 N -F 214 -147
Member design based on both MWFRS and C&C. : C - Q 384 - 564 N - G 578 -1048
Q - D 456 - 200 G - L 869 - 407
% s TAT G OF � ��,� D - P 471 - 681 L - M 71 - 3
�+ eq E - P 59 - 530 L - K 2552 -1201
'r✓�' r+i` v� ,+� E - N 2267 -1099 L - H 634 -187
>,+'+Y„ 4..m P - N 1880 - 660 K - H 466 - 869
�AprY��4 N-O 18 -1
SERIAL. ft. _
40 015A 38 FF 5B B1,B0 BB.7F 48 00 992E 85:FB
Thisitem finstreaty and scaledtq'm nutmM ,11-4
PiRL.IJc.94131121entiia date Shawn atM4a L.snga SHAFT '
au[fientkatlon coda.
vrintna cepfasof this da mant are n6t cendderad signed and scaled
and ehc 5'aA+.E awthnnuottan'eodoimst),o varifsi m hnydicctranlc:',
copies,
"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, by TPI and SBCA) sa{�ety practices prior to performing these functions. Installers shall provide temporary / aney
bracing dper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro�erly
attache rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin inslalled per BCSI sections B3, B7 or 910, om onenrs �
as applicable. Apply plates to each face of truss and position as shown above and on the Join{ Details, unless noted otherwise. hefer to P
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 ANSIl�PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page ,
listing this drawingq indicates acceptance of pro#essiona-I engineering responsibility solely for the design shown. The suifabilI y
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes paqe and these web sites: ALPINE: www.al ineltw.com; TPI: www.l inst.or • SBCA: wvnv.sbcindustry.com: ICC: www.iccsafe.org
7 * I
Job Number: 136DCS118 Ply: 1 I SEON: 539394 /Ti-/ COMN
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 1 FROM: AH DRW:
Truss Label: A2 Wgt: 221.2lbs I / ... 03/28/17
r
ih
0
=3X6i
7'10°
T10"
14'4"8
6'6"8
19'10" 25'3"8
5'5°8 5'5"8
E
31'10" 39'8"
6'6'8 T10"
m
0
<6(A1)
1112X4 '"' =3X8 1112X4
i- 13'4" j 5'8"
�i 7 8"12
7'8"12
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 160 mph
BOLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
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
t7a 0" oc.
Plating Notes
All plates are 5X6 except as noted.
Wind
Member design based on both MWFRS and C&C.
20'8"
6'3"4 5'10°
5'10" 6'3°4
7'8"13 1'
R. 19'10"
25'8" + 31'11"4
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or *=PLF
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): 0.040 J 999 240
B 492 / 206 / 311 / - / 445 / 8.0
Lu: NA Cs: NA
VERT(TL): 0.098 J 999 180
O' 317 / 142 / 183 / - / - / 68.0
Snow Duration: NA
HORZ(LL): 0.014 J - -
H 895 / 408 / 659 / - / - / 8.0
HORZ(TL): 0.032 J
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
B Min Brig Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.531
O Min Brg Width Req = -
TPI Std: 2007
Max BC CSI: 0.453
H Min Erg Width Req = 1.5
Rep Factors Used: Yes
Max Web CSI: 0.695
Bearings B, O, & H are a rigid surface.
Bearings B & H require a seat plate.
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
WAVE
VIEW Ver: 16.01.00F.0504.20
Chords
I ens.Comp.
Chords
Tens. Comp.
A- B
27 0
E- F
350 - 258
B - C
205 - 470
F - G
516 - 769
C - D
410 -109
G - H
708 -1335
D- E
342 - 229
H- 1
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords
Tens.Comp.
Chords
Tens. Comp.
iKit0iPx�a
B-N
494 -373
L-K
596
-138
+
N - M
M - L
489 - 373
639 - 670
K - J
J - H
1117
1120
- 467
-467
Maximum Web Forces
Per Ply (Ibs)
•Z
Webs
Tens.Comp.
Webs
Tens. Comp.
o
N - C
318 - 33
L - F
484
- 706
'
C - M
423 - 637
F - K
484
- 221
+r
M - D
D L
575 -1078
K - G
G J
404
- 599
-
669 -267
-
299
-20
E - L
70 -150
SERIAL:.#;
40 01.5A 38: FF 5& 81 BO BB 7F 48 00 99 2E 85.FB
;thisitcrnh,09 been &Wndand scaled by manucl'A6runa.
PLt-rL,lrc p473621'cn,ihedilc shaw'itaba4c u-.�nga SHA•1
autliontkSticn ctidc.
:vr/nred.ccples of tlJAd"unenfsrn not conslecrsd %igne6 and: sealed
Viandth¢455Yh Utie.AH[afioq'and& must be rcrii:ed on any ple<tianic
'ctsP(ei¢•
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of SCSI (Building
lent Safety Information, by TPI an SBCA) foi safety practices prior to performing these functions. Installers shall provide temporar
dyer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinand bottom chord $hall have a pro�erly
rigid ceilin Locations shown for permanent lateral restraint of webs shall) have racingg ins ailed per BCSI sections 63, B7 or 10,
cable. Applgy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to
Is 160A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
conformance with ANSI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover pacte ,
this drawing indicates acceptance of rolessiona� engineering responsibility solely for the design shown. The suiCability
le of this drawing for any structure is a responsibility of the Building Designer per ANSIlTPI 1 Sec.2.
ininrm�lnn enn 1— i".— .. e..e— ..".1ve -- -- A..1AIC. .."."". ,I..I..e{1... ...... Tnl. n........;—... - o., A. ..".... ...............1.. ....
ompanenrs, uc
L
Job Number: 136DCS118 - Ply: 1 SEQN: 539422 / T11 / GABL
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A3 Wgt: 361.2 Ibs Page 1 of 2 .. / ... 03/28/17
m3X6
T10"14
7'10.14
14'4'8
6'5"9
19'10' , 25711
5'S'e9
I^ 2'8- ---I i-- 2'8" -I
�.4..
9'2- �6. I- 20"
I- 1318' 5'
21'
F1' 7'8'13 6'3'3 5'10' S'10' 6'3'3 7'8'13 1'J
T8"13 14' 19'10" 25'8' 31'11"4 39'6"
Loading Criteria (psf)
Wind Criteria '
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W4, W7 2x4 SP #1:
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
(b) scab reinforcement. 80 % length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(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
Qa 6" oc.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac-1.25)
TC- From
56 pif at
-1.00 to
56 plf at
7.81
TC- From
56 plf at
7.81 to
56 plf at
15.17
TC- From
28 plf at
15.17 to
28 plf at
17.17
TC- From
56 plf at
17.17 to
56 plf at
19.83
TC- From
56 plf at
19.83 to
56 plf at
31.85
TC- From
56 plf at
31.85 to
56 plf at
40.67
BC- From
4 plf at
-1.00 to
4 plf at
0.00
BC- From
20 plf at
0.00 to
20 plf at
14.00
BC- From
10 plf at
14.00 to
10 plf at
17.17
BC- From
20 plf at
17.17 to
20 plf at
25.67
BC- From
20 plf at
25.67 to
20 plf at
39.67
BC- From
4 plf at
39.67 to
4 plf at
40.67
TC- 13 lb Conc. Load
at 15.17,17.17
BC- 32 lb Conc. Load at 15.17,17.17
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 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.051 R 999 240
VERT(TL): 0.125 R 999 180
HORZ(LL): -0.018 F - -
HORZ(TL): 0.040 F
Creep Factor: 1.5
Max TC CSI: 0.642
Max BC CSI: 0.462
Max Web CSI: 0.940
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
Plating Notes
All plates are 2X4 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
%A#;-,4
®ilrited,cnpics,or thu iiCCL3nesita3C not cendCerxd s�dnee,and'zeslcd
ar,d-thtSxrAA yutAenlKancel'Scsdaiff65t.5cyariferlezranyelc.t�ar.7.'
i:cpfas�.
for
6(A1)
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 489 ! 220 ! / - / - / 8.0
BK 1387 / 639 /- / / / 8.0
AD 573 / 278 ! - / - / - / 8.0
V 865 /416 /- / / /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
BK Min Brg Width Req = 1.6
AD Min Brg Width Req = 1.5
V Min Brg Width Req = 1.5
Bearings B, BK, AD, & V are a rigid surface.
Bearings B, BK, AD, & V require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B
27 -20
L - M
40
-103
B - C
189 - 464
M - N
54
-125
C-D
312 -112
N-O
51
-123
D-E
384 -167
O-P
89
-178
E - F
395 -177
P - Q
238
- 563
F - G
424 -197
Q - R
271
- 612
G - H
429 - 209
R - S
285
- 627
H - 1
77 -123
S - T
296
- 640
I-J
45 -105
T - U
346
- 704
J - K
59 -116
U - V
608
-1271
K - L
55 -130
V - W
27
-20
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp
B -AH
344 -109
AC -AB
560
- 251
AH-AG
341 -110
AB -AA
560
- 251
AG-AF
150 - 351
AA- Z
560
- 251
AF-AE
150 - 351
Z - Y
560
- 251
AE-AD
150 - 351
Y - X
1059
- 482
AD -AC
150 - 351
X - V
1063
- 481
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Camp.
AH- C
318 0
AC-AW
365
-783
C-AI
316 -672
AW-AX
18
-36
AI-AJ '
282 -625
AW-AY
348
-725
AJ-AK
302 - 650
AX-BA
18
- 37
AK -AL
310 -656
AY -AZ
324
-705
AL -AG
324 -684
BA -BD
18
-38
**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, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporarVV / aney
bracingSer BCSI., Unless noted otherwise,top chord shall have properly attached s ructural sheathing and bottom chord shall have a pro�er-ly `J
attache rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing insiailed per BCSI sections B3, B7 or 10, am rrenrs, , as applicable. AppYy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to Pn
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/l PI 1, or for handling shippin , installation and bracing of trusses. A seal on this drawing or cover pa e ,
listing this drawing indicates acceptance of protessiona� engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS118
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL
Truss Label: A3
Ply: 1
Qty: 1
Wgt: 361.2 Ibs
SEQN: 539422 / T11- / GABL
FROM: AH
Page 2 of 2
DRW:
1 ...
03/28/17
AG -AM
489 -876
BB -BC
323
-693
AM-H
485 -870
BD -BF
18
-37
AM -AO
38 -17
BE- P
324
- 695
H -AN
618 - 272
P -BF
443
-122
AO -AR
38 -17
BF- Y
434
-118
AP-AQ
616 - 270
Y -BG
292
- 611
AR -AU
39 -18
BG-BH
298
- 630
AS -AT
631 -282
BH-BI
284
-609
AT -AV
547 -221
BI-BJ
264
-585
AU -AV
34 -14
BJ- U
295
- 624
AV -AC
739 - 331
U - X
306
0
L -AC
48 - 40
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
AI- D
87 -63
AX-AB
43
0
AJ- E
38 - 49
M -AY
31
- 25
AK- F
14 -19
AZ -BA
68
- 66
AL-G
27 -53
BA -AA
39
-16
AN- 1
26 -56
N -BB
69
-80
AO-AF
25 -12
BC -BD
43
-19
AO -AP
22 -29
BD-Z
22
-9
AQ- J
88 - 82
O -BE
44
- 20
AR-AE
56 -27
Q -BG
36
-13
AR -AS
103 -106
R -BH
27
- 40
AT- K
80 -122
S -B I
37
- 45
AU -AD
185 - 339
T -BJ
73
-56
4ao01 A38;f f -56 8I-B0 8B;7F 48 00 r 99 2E 85 f13
This )term has been eltetio0catty cloned and sealed by M.nec(MartlnaL
PE rrt, lyc: dsTl N2l en�tna atc shaw6abayc��.Snga SNa:T '
authcntkaElar<ode_
,Pnntod ceplesaIifds dmrnentxa net amldarad adned Ands led
and ttc5*A iuthrnl[ptliNtiede rnuctbe vcrUcd cei 0ny elcctiank
caplet
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
the latest edition of BCSI (Building
Installers shall provide temporaryy
bottom chord shall have a properly
per BCSI sections B3, B7 or 910,
unless noted otherwise. heferto
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawl n any failure to build the
in conformance with ANSI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover page ,
g this drawing indicates acceptance of rotessionaki engineerin responsibility solely for the design shown. The suiTability
use of this drawing for any structure is the responsibility of the Ouilding Designer per ANSI/TPI 1 Sec.2.
/ aney
omporrent:,
Job Number: 136DCS118 • Ply: 1 SEON: 539395 / T9 / HIPS
4EB8 1828 Cali "D" LL OL /DR Horton /4EBB 1828 Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A4 Wgt: 246.4lbs / ... 03/28/17
'221 } 1
7'1100641153'4"101"
7-10" 1
5X8=5X6
E F
1112X4 =5X14 =4X10 =5X14 1112X4
�1' 7'8"12 6'3"4 5'10" 5'10" 6'3"4 T8"12 1
7'8"12 14' 19'10., 25'8" A 11"4 39'8"
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 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 1 x4 "T" reinforcement. 80 % length of
web member. Same species & SRB grade or better,
attached with 8d Box or Gun (0.11 3"x2.5",min.) nails
@ 6" cc.
Wind
Member design based on both MWFRS and C&C.
O
6(A2)
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): 0.153 D 999 240
B 1557 / 309 / 964 / - / 428
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.352 D 999 180
1 1557 / 309 / 963 / - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.063 K - -
Wind reactions based on MWFRS
HORZ(TL): 0.145 K
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor: 1.5
1 Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.599
Bearings B & I are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.558
Bearings B & I require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.648
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: 16.01.00F.0504.20
A - B 27 0 F - G
1428 -2192
B - C 1470 - 2762 G - H
1287 - 2211
C - D 1286 - 2211 H - 1
1470 - 2762
D- E 1428 - 2192 1-1
27 0
E - F 1088 -1539
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - O 2391 -1147 M - L 1534 - 596
O - N 2388 -1147 L - K 2388 -1162
N - M 1534 - 584 K - 1 2391 -1162
$' '};*',�;
Maximum Web Forces Per Ply (Ibs)
r
Webs
Tens.Comp.
Webs
Tens. Comp.
A !
O - C
291 -13
M - F
339
- 255
C - N
386 - 571
F - L
816
- 562
t
D-N
315 -317
L-G
315
-317
'OFs.
N - E
816 - 562
L - H
386
- 571
kve _ s
E - M
339 - 256
H - K
291
-15
8B 7F 49 00 99 2E 95 FB
�Pdand iealedbymariucl'iaartmuy-
wnalwyovangaSHA.i•
'.vrintqu ccples or thisdcacmenf arc flat canslCcrad ugnec and sealed
and aF,c.'SstA+dyutiirrt i:aEfcn caduvmst 6o!icriicd rer any cleetrork,
-'eopfes
"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, by TPI an � SBCA) for saety practices prior to performing these functions. Installers shall provide temporarV / aney
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ✓
attacheSripid ceilin Locations shown for permanent lateral restraint of we shall have bracing installed per BCSI sections B3, B7 Nil)
l) am onanrs.
as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. IBefer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI/TPI 1, or for handling shippindg, installation and bracing of trusses. A seal on this dgrawang or cover pa e
listing this drawing Indicates acceptance of prolessionq engineering responsibility solely for the design shown. The sui ability
and use of this rawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS118
4EBB 1828-Cali "D" LL OL /DR Horton MESS 1828-Cali "D" LL OL
Truss Label: A5
7'10" `
T10"
c�
0
bo
=4X6
M j
14712 17'
6'412 2'9"4
Ply:1 SEQN: 539396 / T8 / HIPS
Qty: 1 FROM: AH DRW:
Wgt:238.0lbs / ... 03/28/17
22'8' 25'S"4 37'10" 39'8"
5'8' 'i 2'9"4 } 6'4"12 + 710" "1
=5X6
1112X4 =5X12 =3X4 =5X12 III X4
�1'
7'8"12
6'3"4 5'10" 5'10" 6'3"4 7'8"12
1.
7'8"12
14' 19'10., 25'8" 31'11
"4 39'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TOLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
LOG R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.148 D 999 240
B 1557 / 318 / 965 / / 387
/ 8.0
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.342 D 999 180
1 1557 / 318 / 965 / - / -
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.064 K - -
Wind reactions based on MWFRS
Des Ld: ' 37.00
EXP: CMean
HORZ(TL): 0.148 K - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Height: 15.00 it
TCDL: 4.2 psf
Code / Misc Criteria
Creep Factor: 1.5
1 Min Big Width Req = 1.8
Soffit: 2.00
BCDL: 5.0 psf
BldgCode: FBC 2014 RES
Max TC CSI: 0.591
Bearings B & I are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
TPI Std: 2007
Max BC CSI: 0.557
Bearings B & I require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Max Web CSI: 0.760
Loc. from endwall: not in 9.o0 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:16.01.00F.0504.20
A-B 27 0 F-G
1466 -2157
Lumber
B - C 1517 - 2764 G - H
1334 - 2209
Value Set: 13B (Effective 6/1/2013)
C - D 1334 - 2209 H - 1
1518 - 2764D
- E 1466 -2157 I - J
27 0
Top chord 2x4 SP #1
E - F 1189 -1699
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "13B"
uses design values
Chords Tens.Comp. Chords
Tens. Comp.
approved 1/30/2013 by ALSC
Wind
ii)#�
B - O 2393 -1196 M - L
1680 748
Member design based
both MWFRS C&C.�.
iVi i0
%' +
O - N 2390 -1195 L - K
N M 1680 K 1
2390 -1225
2393
on
and
.._
- -725 -
-1225
mac'`• *`�
�4�
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
O-C 291 -12 M-F
282 -195
C - N 392 - 579 F - L
695 - 494
D - N 275 - 242 L - G
275 - 242
STATE F s_.
N - E 695 - 494 L - H
E-M 282 H K
392 - 579
"w,
-195 -
291 -15
40.015A WFF 513 81Z0 BB.7F 48,00 99 2E 85 FB
thls�itemhos6een ekc2tgnln'dy s�nadamd;:calsid Gy YAanoel Martina;,
?c IxL.W. 0471exf'on Ilia Oak-shownobaav:3ng a SHA.r
aUnlenn:aStCncodC-
,Printed copies of th"dccumantarc not cansfda d si'4nad and saaled
.and tfcSRA4 autEentkp%Ionioic.masthoperlicd Snjjdleciranir
'eoplase
**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, by TPI an SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary % aney
bracing per SCSI. Unless noted otherwise,top chord shall have properly att ched s ructural sheathing ind bottom chord shall have a pro�1 erly `/
attached ri id ceilin Locations shown for permanent lateral restraint of weds shall have bracingp installed per SCSI sections 63, B7 or 810,
as applicable. Applgy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to amporrents,
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI/TPI 1, or for handling shippin , installation and bracing of trusses. A seal on this grawmg or cover pa e ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.l inst.or • SSCA: www.sbcindust .cam: ICC: www.iccsafe.or
a _
Job Number: 136DCS118 - - Ply: 1 SEQN: 539397 / T7 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oily: 1 FROM: AH DRW:
Truss Label: A6 Wgt: 212.81bs .. / ... 03/28/17
1 =4X6i
= j
7'10"
7'10"
1190" 24'8 i 31'10" 39'8"
Tt'' 4'10'1" 4'10" Ti 7'10'
=3X4 =5X6
1112X4 =4X6=3XB=3X8=4X6 1112X4
7'8"12 6'3"4 1'1" 2 9'4"8 1'1" 2 6'3"4 7'8"12 1
7'8"12 14' 5'1 12 24'6"4 25' 31'11"4 39'8"
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 psi
Load Duration: 1.25
MWFRS Parallel Dist: h to 2h
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
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" cc.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
LOG R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.154 E 999 240
B 1557 / 328 / 962 / - / 346
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.357 E 999 180
H 1557 / 328 / 962 / /-
/ 8.0
Snow Duration: NA
HORZ(LL): 0.067 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.155 J
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.579
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.728
Bearings B & H require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.353
FT/RT:20(0)/l 0(0)
Mfg Specified Camber:
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords
Tens. Comp.
WAVE
VIEW Ver: 16.01.00F.0504.20
A - B 27 0 E - F
1291 -1859
B - C 1556 - 2766 F - G
1330 - 2162
C - D 1330 - 2162 G - H
1556 - 2766
D- E 1291 -1859 H- 1
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - O 2397 -1239 L - K 2394 -1268
O - N 2394 -1239 K - J 2394 -1268
N - M 2394 -1239 J - H 2397 -1268
M - L 1928 - 920
'�'"
Maximum Web Forces Per Ply (Ibs)
�s
Webs
Tens.Comp.
Webs Tens. Comp.
ti -4
O-C
286 -11
E-L 182 -191
a
C - M
442 - 620
L - F 586 - 317
D - M
586 - 317
L - G 442 - 620
;3TAT EE. 'OF
M - E
183 -192
G - J 286 -12
y
y v f s.,'r!!.yv gyy' a1p9x
.. .r6-31'1101%%.
SERIAL
40.01.5A38;FF 58 S1:BO BB 7F 48 00 99 2E 85.FB
itlli ltcranos�inen ciectroNot}yst3ned�nd sealed by YAanual mzrti-4
'rFl�i;'Uc:dsTle7f�mthcwite5hawnaUnvcc:inga5Ha.i '
`autl�a ntEtatidn iod e.'
,a+ilniod mples or tisis dt<umapPuc not cenrddcrad dgned and saalad
ardthae Sxh : iutArnt3itian;eaderntst5d Ncrifcd tei 5nyrle.:irank
capl
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in lab
ricatinp, handling, shipping, installing and bracing. Refer to and'
the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro pperly
Id ceilin Locations shown for permanent lateral restraint of webs shall have bracingp insalled per BCSI sections 63, B7 or 810,
e.. Applgy plates to each face• of truss and position as shown above and on the Joini Details, unless noted otherwise. defer to
a division of
ng for any
failure to build the
ig or cover pa e
win. The sui ability
JQ17QIJ
onrporra�its, �
Job Number: 136DCS118 Ply: 1 SEQN: 539398 / T6•/ HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OIL Qly: 1 FROM: AH DRW:
Truss Label: A7 Wgt: 215.6 Ibs / ... 03/28/17
7'10"9 13' 19'10" 26'8" 319"7 39'8"
7'10"9 5'1"7 6'10" 6'10" 5'1"7 Tl0"9
:5X8 =3X4 Z�25X8
D E F
1112X4 =3X4-3X6 =3X8 =3X6=3X4 1112X4
1' 7'813 5'33 1' 510" 5'10" 1' 5'3"3 7'8"13 1'
7'8"13 13' 14 19'10" 25'8" 26' 31'11"3 39'8"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 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: h/2 to h
Spacing: 24.0 "
C&C Dist a: 3.97 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): 0.166 E 999 240
B 1561 / 716 / 953 / - / 305
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0.383 E 999 180
H 1561 / 716 / 953 / / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.066 J - -
Wind reactions based on MWFRS
HORZ(TL): 0.152 J
B Min Brg Width Req = 1.8
Code / Misc Criteria
Creep Factor: 1.5
H Min Brg Width Req = 1.8
Bldg Code: FBC 2014 RES
Max TC CSI: 0.617
Bearings B & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.530
Bearings B & H require a seat plate.
Rep Factors Used: Yes
Max Web CSI: 0.432
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: 16.01.00F.0504,20
A - B 27 0 E - F
1507 -2281
B - C 1583 - 2760 F - G
1439 - 2299
C - D 1440 - 2299 G - H
1582 - 2760
D- E 1507 - 2281 H- 1
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chards
Tens. Comp.
B - P
2388 -1259
M - L
1992 - 997
P - O
2385 -1259
L - K
1992 7997
.-
a '
N - M
1992 - 967
J - H
2388 -1288
r mac,
Maximum Web Forces
Per Ply (Ibs)
047 ' ',
Webs
Tens.Comp.
Webs
Tens. Comp.
s •
a
P-C
258 -14
M-F
400 -262
v,....
C - O
367 - 494
K - G
366 - 494
a
D - O
447 - 224
F - K
447 - 224
D - M
400 - 262
G - J
258 -16
E-M
326 -409
40.015A 3&FF •5I38I 60 BB 7F 48 00 99 2E 85'FR
Ftili)temi ttas hecisekr]ronita5}r si ne'and,:calod by M7aneelk rtinar,
t< 1=i 'uc. g473 giycR iise'�ate shasvnahgve ssssnga sHR+i
.�tinlnd ccpicspt t},fsdreumenfatc net cssnsldcrxd signae andzraled
,:ap5dthc5)tn.a iutT�er�t3cpilnn�ca�c istirst 8n verif;~d on any alcct�aKtc
ea#+faL
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryV
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord $hall have a properly
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or t310,
e. AppTy plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. Defer to
60A-Z for standard plate positions.
a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on thiswmg or cover pa e
this drawing indicates acceptance of processional engineerInq responsibility solely for the design shown. The suiCability
;e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
J tz»�
omporrents, uc
Job Number: 136DCS118 • Ply: 1 SEQN: 539399 / T5 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A8 Wgt: 204.4 Ibs / ... 03/28/17
7'8"12 11' 16'10"2 21' 22'8" 28'8" 31'11"4 39'8"
7'8"12 3'3"4 5'10"2 4'1"14 1'8" 9211.13 3'3"4 7'8"12
1112X4 =3X6=3X4 =5X6
D_ E F G H
T 12
6 112X4C 1 1112X4
M
O
i17
1 =4X6(A2)B J=4
A Ln]
Q P O N M L
l:::
=3X4 =4X6 =3X8 =3X4 =3X6 =3X4
F1' 7'108 61'8 2'10"2 6'1'9 2'8"5 6'1"8 T10"8 1�
7'10"8 14' 16'10"2 22'11"11 25%! 31'9"8 39'8"
Loading Criteria (psf)
TOLL: 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 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.97 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.189 E 999 240
VERT(TL): 0.436 E 999 180
HORZ(LL): 0.068 L - -
HORZ(TL): 0.156 L
Creep Factor: 1.5
Max TC CSI: 0.582
Max BC CSI: 0.729
Max Web CSI: 0.516
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
40 of 5A138; FF 513 81,B0 BB'7F 48 0.0 99-2E 85, FB
this!tdm71oG4cen electroninYiy sfynne+andscaleQ by IA2=iJ)A3rt1na4,
Pr. f:: Uc, tla77Blt on tfin.daM shewn andyc us,!nga sHA+t
wtheatkatiotYcndo:
Purled copies or &J. dccument are not conslder4d i4nedpnd seated
'and -the Sv'ilif'autfidnilLatldn,[odC.iTliStbo verllcd on any dlcctienk'
caAtes::
ca
t0
K6(A2) T
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1561 / 718 / 940 / - / 264 / 8.0
J 1561 /718 /940 /- /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
J Min Brg Width Req = 1.8
Bearings B & J are a rigid surface.
Bearings B & J require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A- B
27 0
F- G
1684 - 2617
B - C
1615 - 2774
G - H
1676 - 2603
C - D
1762 - 2719
H - 1
1761 - 2718
D - E
1685 - 2617
I - J
1614 - 2773
E- F
1684 - 2617
J- K
27 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - Q 2400 -1287 N - M 2107 -1106
Q - P 2106 -1076 M - L 2107 -1106
P - O 2106 -1076 L - J 2399 -1317
O - N 2620 -1373
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs, Tens. Comp
C - Q
337 - 310
G - N
283
- 338
Q - D
563 - 393
N - H
692
- 405
D - O
704 - 414
H - L
560
- 391
E - O
278 - 333
L - 1
335
- 309
O-G
113 -108
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingg handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy
BCSI. Unless noted otherwise,top chord shall have properly attached s ructural sheathing and bottom chord shall have a property
iid ce!lin Locations shown for ermanent lateral restraint of webs shalt have bracing Installed per BCSI sections B3, 67 or ti10,
0- AppTy plates to each face -truss and position as shown above and on the JOIngDetallS, unless noted otherwise. defer to
60A-Z for standard plate positions.
of
11'I 1 , or Tor n
acceptance
any structure
failure to build the
ig or cover pa e ,
wn. The suifablllty
✓ aney
omportenrs, {,,:
T a
Job Number: 136DCS118 Ply: 1 SEQN: 539400 / T4 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: A9 Wgt: 211.4 Ibs / ... 03/28/17
7'8°12 9' 14'2"15 �19' ..�. .9' 0" 25'S"2 30'8" 31'1 "4 39,81,
7'8"12 13" 5'2"15 4'9"1 1 5'7"2 } 5'2"14 F1'3 7'8"12
fl
O
V
1 =4X6(
=3X4 =3X61112X4 =3X4 =5X6
D=5X6 E F G H I
6 1112X4"
AEES
1112X4
A2) B
K=4
7'10°8
Q
=3X4
P O N
=5X6 =3X8 =5X6
8 5'10 F 5'10"
14. 19'10" 25'8"
T
In
iv
En
X6(A2) T
L
M
=3X4
6'1 "8 T10"8
319"8 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#
Lac R / U / Rw / Rh / RL
/ W
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.243 G 999 240
B 1560 / 720 / 920 / - / 223 / 8.0
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(TL): 0.560 G 843 180
K 1560 / 720 / 920 / /-
/ 8.0
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.074 M - -
Wind reactions based on MWFRS
Des Ld: 37.00
EXP: CMean
HORZ(TL): 0.171 M - -
B Min Brg Width Req = 1.8
NCBCLL: 10.00
Height: 15.00 It
TCDL: Height:
psf
Code / Misc Criteria
Creep Factor: 1.5
K Min Brg Width Req = 1.8 -
Soffit: 2.00
BCDL: 5.0 psf
Bld Code: FBC 2014 RES
g
Max TC CSI: 0.566
Bearings B & K are a rigid surface.
Load Duration: 1.25
MWFRS Parallel Dist: h/2 to h
TPI Std: 2007
Max BC CSI: 0.558
Bearings B & K require a seat plate.
Spacing: 24.0 "
C&C Dist a: 3.97 It
Rep Factors Used: Yes
Max Web CSI: 0.500
Loc, from endwall: not in 9.00 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: 16.01.00F.0504.20
A- B 27 0 G - H
2O28 -3245
Lumber
B - C 1643 -2765 H - I
1868 -2949
Value Set: 13B (Effective
6/1/2013)
C-D 1811 -2718 1-1
1810 -2718
D - E 1868 -2950 J - K
1643 -2765
Top chord 2x4 SP #1
E - F 2028 -3245 K - L
27 0
Bot chord 2x4 SP #1
F - G 2028 -3245
Webs 2x4 SP #3
Lumber value set "1313"
uses design values
Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC
Chords Tens.Comp. Chords
Tens. Comp.
Wind%At
fr�l�j���i
B - Q 2393 -1310 O - N
2983 -1620
Member design based on both MWFRS and C&C.�!--`-
�4 �•aswrr• iP.
to#*( ��y
Q P 2257 -1185 N - M
P - O 2983 -1609 M - K
2257 -1214
2393 -1339
"-,i
'
Maximum Web Forces Per Ply (Ibs)
a
Webs Tens.Comp. Webs
Tens. Comp.
..
C - Q 406 - 330 O - H
338 -192
Q - D 491 - 428 H - N
381 - 525
�
TAT OF ��
D - P 940 - 560 N - 1
P E 524 I M
940 - 560
A'
- 380 - -
E O 338 M J
491 - 428
406 330
. •w, �, . „•��
- -191 -
G -0 233 - 309
-
&EMAL #: .
4001.5A 38:FF 58 BbBO BB 7F 48 00 99 2E 85 FB
ails Item haS Gcen ekttonlc�ity signed and ZaaiaC Gy Manuel Martina;
PF. (FL. Lfc: pdrla2t as ttio Date Shawn atwyau-.5ng aSi1A+1 °
a6
u;enW6t1dn coda-
arintodcepicsol thfsdrxumant are not canddemd ugned and sealed
and ttcasrn+,a autfiamicatlan cads must ho aenl;ad a any dlectrenic
ccpfes<
"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 an � SBCA) for safety practices prior to performing these functions. Installers shall provide temporary / aney
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord Shall have a propePly
attachedpn is ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per SCSI sections B3, B7 or ti10, om arranrs,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. defer to P
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildinc�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page ,
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiTability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al ineltw.com• TPI: www.t inst.or : SBCA: www.sbcindust .com: ICC: www.iccsafe.or
IJob Number: 136DCS11a
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL
Truss Label: At 0
T
0
1=4X1
�
1'�
7' 11'S"1 15'8"7 17' 2'10"
7' 4 i4'3"5 1'3" f
Ply: 2 SEQN: 539417 / T12 / HIPS
City: 1 FROM: AH DRW:
Wgt:235.2lbs / ... 03/28/17
23'11 "9 i 28'2"15 i 32'8" 39-8"
4.1 "9 4.3 5 T 4'5
"1 7' "1
=3X4 =3X4 =4X6 1112X4 =3X4 =3X4
12 C=X D E F G H I =XJ
A'5133) K=-4 L12(B3)
U T S R Q P O N M
1112X4 =4X6 =5X6=3X4 -3X8 =3X4=5X6 =4X6 1112X4
�1 6'7"0 + 3'11"13 1 2'10"7� 4-5"1 F 4'5"l 1-4"}5 t 3'11"13 6712
6" 7'112 11'1"9 14' 14 5 19'10" 24'3'1 T8' 210 7 r 32'6"4 39'2"
6 1' S'4"15 2t 8'6"7�
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 It
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.97 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bat Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at 0.00
TC- From 56 plf at 0.00 to 56 plf at 7.00
TC- From 119 plf at 7.00 to 119 plf at 32.67
TC- From 56 plf at 32.67 to 56 plf at 39.67
TC- From 56 plf at 39.67 to 56 plf at 40.67
BC- From 4 plf at -1.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 7.00
BC- From 44 plf at . 7.00 to 44 plf at 32.67
BC- From 20 plf at 32.67 to 20 plf at 39.67
BC- From 4 plf at 39.67 to 4 plf at 40.67
BC- 462 lb Conc. Load at 7.00
BC- 464 lb Conc. Load at 32.67
Loading
#1 hip supports 7-0-0 jacks with no webs.
6"
k8"
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): 0.350 G 999 240
B 3139 / 1427 / - / - / -
/ 8.0
Lu: NA Cs: NA
VERT(TL): 0,816 G 579 180
K 3140 / 1428 / - / - / -
/ 8.0
Snow Duration: NA
HORZ(LL): 0.074 C - -
Wind reactions based on MWFRS
HORZ(TL): 0.174 C
B Min Brg Width Req = 1.6
Code / Misc Criteria
Creep Factor: 1.5
K Min Brg Width Req = 1.6
Bldg Code: FBC 2014 RES
Max TC CSI: 0.386
Bearings B & K are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.591
Bearings B & K require a seat plate.
Rep Factors Used: No
Max Web CSI: 0.504
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: 16.01.00F.0504.20
A- B 13 -10 G - H
2103 -4696
Wind
B - C 1428 -3155 H - 1
2000 -4470
Wind loads and reactions based on MWFRS.
C.- D 1708 -3815 I - J
1709 -3815
D - E 2000 - 4470 J - K
1429 - 3156
-
E - F 2103 - 4696 K - L
13 -10
F - G 2103 - 4696
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
q"�gRr$#ter
B - U
U-T
2787 -1250
2801 -1253
Q - P
P-O
4504 - 2022
3880 -1744
T - S
3879 -1744
O - N
3880 -1744
S - R
3879 -1744
N - M
2802 -1254
w °r
R - Q
4505 - 2022
M - K
2788 -1251
Maximum Web Forces Per Ply (lbs)
R
Webs
Tens.Comp.
Webs
Tens. Comp.
�w
AT'18 OF
s _
C - U
C - T
320 - 69
1322 - 594
Q - H
H - P
250 -106
268 - 414
'
• �� ��:
T -.D
D - R
430 -771
784 - 339
P - 1
1 - N
783 -339
430 - 771
'46..t»•f,«4
R-E
268 -414
N -J
1322 -593
M-J
320
G-Q
192 -240
-69
SF AL #:
4D.01.5A 38;FF-5B StBo B87F. 48 00 99-2E 85 FB
ri4 item has he •n eMaronicsllr slmne¢ end ualud np Man�ef Martlne�
PE IxL�tfc. naT7t12f�entfic'orteshpvinabnt'e asaga SSiA=7
au[fiunti:�tldn indm
.Pilni.6 ccpie. of tl0's decumenPara n ii censldefad ugned andsealed
andFfse's4;1*.Fiutfienti[aflan"solc.inest Oe 4erli:cd rn anycleetraorc.
ccpfeir
**WARNING** READ AND FOLLOW AL
"IMPORTANT" FURNISH THIS DRAWING TO ALL
s require extreme care in fabricating, handling, shipping, ins
nent Safety Information, by TPl and SBCA) for safety practi
Ser BCSI. Unless noted otherwise,top chord shall have pro
rippid ceilin . Locations shown for ermanent lateral restrz
cable. Apply plates to each face o�truss and position as
1s 16OA-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not
conformance With ANSI PI 1, or for handling shippingq, in
this drawing indicates acceptance of pro)essionq ei
;e of this grawing for any structure is the responsibili
ON THIS DRAWING!
TORS INCLUDING THE INSTALLERS
bracing. Refer to and follow the latest edition of BCSI (Building
i performing these functions. Installers shall provide temporaryy
hed s ructural sheathin and bottom chord shall have a pro pperly
s shall have bracing insyalled per BCSI sections 83, B7 or 810,
ve and on the Joint Details, unless noted otherwise. i3efert0
sible for any deviation from this drawing,any failure to build the
no bracing of trusses. A seal on this drawing or cover page
responsibility solely for the design shown. The suitability
luilding Designer per ANSI/TPI 1 Sec.2.
/ aney
omporrenrs, uc
Job Number: 136DCS118 Ply: 1 SEQN: 539401 / T2y GABL
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: Bi Wgt: 134.4 Ibs .. / ... 03/28/17
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
10'8"
10'8"
21'4"
10'8"
(TYP)
=_04
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
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set 1313" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS Al 6015ENC101 014 & GBLLETIN1014 for
gable wind bracing requirements,
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
21'4"
21'4"
21'4"
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.001 H 999 240
VERT(TL): 0.001 AE 999 18(
HORZ(LL): 0.002 J -
HORZ(TL): 0.003 J
Creep Factor: 1.5
Max TC CSI: 0.108
Max BC CSI: 0.033
Max Web CSI: 0.088
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
1��>g1t
SL A y,
No 047 t 8Z i
a e
4
TAB` E OF
,C +'
Al -
SERIAL p: .
40 015A 38 FF 5B 81 BO BB 7F 48 00 99 2E 85'FB:
rhts item fiat been elearonlcalty signed and sealed by Maneaf mSrtinac,
fF.l%L:lu.rfar181(en tiro date shown abdwa�:inga SFIA.1 "
authantkaslnn coda.
Pnnted copies of this decument Are not canslacmd signed and staled
and the 5§ri1*F authentkatian soda ros:ct bn acrlrad cai any clectrarSc
capics-
♦ Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
P' 81 / 37 / 39 /- / 11 / 255
Wind reactions based on MWFRS
B 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
1-1
304
- 24
B - C
87
-120
J - K
253
- 21
C - D
80
- 90
K - L
202
- 23
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
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -AE
175 -108
X - W
192
-107
AE-AD
183 -110
W - V
191
-107
AD -AC
185 -110
V - U
189
-106
AC -AB
188 -111
U - T
187
-106
AB -AA
190 -112
T - S
185
-105
AA- Z
191 -112
S - R
183
-104
Z-Y
192 -113
R-P
175
-103
Y-X
192 -107
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C -AE
174 -103
W - J
187
- 83
D -AD
88 - 65
V - K
153
- 73
E -AC
101 -74
U - L
100
- 73
F-AB
100 -73
T-M
101
-74
G -AA
153 - 73
S - N
88
- 65
H-Z
187 -83
R-O
174
-103
X-1
0 -162
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shii ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building
1 Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly
jiId ceiling.Locations shown for permanent lateral restraint of webs shall have bracmpp InsTalled per BCSI sections 83, 67 or t310,
e _ A . plates to each face. of truss and position as shown above and on the JoinC Details, unless noted otherwise. defer to
a division of ITW Buildin4Components Group Inc. shall not be responsible for any deviation from this drawingany failure to build the
conformance with ANSI4PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa e
this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiTabillty
se of this drawing for any structure is the responsibility of the uilding Designer per ANSIrrPI 1 Sec.2.
aney
✓✓✓ ornporrenrs, M
j S
Job Number: 136DCS118 • Ply: 1 SEQN: 539402 / T15 / SPEC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: B2 Wgt: 103.6 Ibs .. / ... 03/28/17
7' 10"7
7'10"7
1 � 3'5"9 _ I 21'4"
2.9"99 7-10"7
D=4X6
1112x4 =—M4 -3Md 1112x4
�1, } 7811 +175
7'811 9'4" � 13'7"5
1'O-
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 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.035 J 999 240
Lu: NA Cs: NA
VERT(TL): 0.081 J 999 180
Snow Duration: NA
HORZ(LL): 0.016 G - -
HORZ(TL): 0.036 G
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.655
TPI Std: 2007
Max BC CSI: 0.436
Rep Factors Used: Yes
Max Web CSI: 0.500
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.00F.0504.20
B0130:7F A8 00 99 2E 85 FB
r Pad and salad by tdanntl Nlartinat.
SbC W n pbq Va =Aj; a SHA.t
F6t.a caplac at thk cl" mans arc not canddtrtd qn.a and staled
and iFscssr �_: auth'rrdi5pfinn codo must be varlfcd cr, anycicctmr.:
ccpim .
io
=3X4(A1)
7'8"l 1
21'4"
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 869 / 397 / 529 / - / 229 / 8.0
F 805 / 360 / 463 / / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
F Min Brg Width Req= 1.5
Bearings B & F are a rigid surface.
Bearings B & F require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
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)
Webs Tens.Comp. Webs Tens. Comp.
J - C 288 - 55 H - E 608 - 515
C - H 600 - 505 E - G 290 - 80
D - H 790 - 905
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme are in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for sa�ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathingq and bottom chord shall have a propePly
iid ceilin Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, 67 or 810,
e. AppTy plates to each face o truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to
60A-Z for standard plate positions.
a division of
1111 1; or for h
acceptance
any structure
failure to build the
1g or cover pa e nm. The suitability
J aney
vmporrenrs, u
Job Number: 136DCS118 Ply: 1 SEQN: 539403 / T3 /•GABL
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: C1 Wgt: 78.4lbs / .. 03/28/17
a
�- V13" --�— 14" —{
(TYP)
7' 14'
7' 7'
G=-4X4
IEN
F'1 T
14'
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in P3F) Defl/CSI Criteria
♦ Maximum Reactions (lbs), or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Loc R / U / Rw
/ Rh / RL
/ W
TCDL: 7.00 Speed: 160 mph
Pf: NA Ce: NA VERT(LL): -0.001 F 999 240
B• 84 / 39 440
/- / 12
/ 168
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(TL): -0.001 F 999 180
Wind reactions based on MWFRS
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): -0.002 E - -
B Min Brg Width Req = -
EXP: C
Des Ld: 37.00
HORZ(TL):-0.002E - -
Bearing B is a rigid surface.
Mean Hei
Height: 15.00 ft
NCBCLL: 10.00 TCDL: ei psf
4.2
Code / Misc Criteria Creep Factor: 1.5
Soffit: 2.00 BCDL: psf
Bldg Code: FBC 2014 RES Max TC CSI: 0.118
Maximum Top Chord Forces
Per
Ply (Ibs)
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2007 Max BC CSI: 0.026
Chords Tens.Comp.
Chords
Tens. Camp.
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Factors Used: Yes Max Web CSI: 0.061
A - B 27 0
G - H
213
-26
Loc. from endwall: Any
FT/RT:20(0)/l 0(0) Mfg Specified Camber:
B - C 14 - 66
H - 1
157
- 48
GCpi: 0.18
Plate Type(s):
C - D 61 - 28
I - J
105
- 69
Wind Duration: 1.60
WAVE VIEW Ver: 16.01.00F.0504.20
D - E 113 -17
J - K
87
-89
Lumber
E - F 165 -14
K - L
84
-106
Value Set: 13B (Effective 6/1/2013)
F-G 221 -17
L-M
27
0
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 SP #3
Chords Tens.Comp.
Chords
Tens. Comp.
Lumber value set " 13B" uses design values
B - V 145 -46
R - Q
164
-49
approved 1/30/2013 by ALSC
V - U 153 -47
Q - P
159
-50
Plating Notes
U - T 158 -48
P - O
155
-51
j?p
T - S 49
O-N
150
53O
All plates are 2X4 except as noted.
,N
S R 164 49
N- L
144
55
Winday�
`
Maximum Gable Forces Per Ply (Ibs)
Member design based on both MWFRS and C&C.
*� No' 047,ft
Gables Tens.Comp.
Gables
Tens. Comp.
Additional Notes
s
C - V 122 56
Q H
205
83
See DWGS At6015ENC101014 & GBLLETIN1014 for
w « ':
D - U 115 -75
P - 1
159
-72
gable wind bracing requirements.
"
E - T 159 -72
O - J
115
-75
'Q3IF-:
F-S 205 -83
N-K
122
-56
«, TAT � 1 r4 '
G - R 13 - 89
40 01,5A 38 FF' S6 83-,60 BB-7F48 00:99; 2E tiS;FB.
this iteset tics been efeuroalca0y sfonad and_ waled by Mahstef Matmm
lld6T12an �SPL fFL.G o-dSHA+1
-thentkmtldniode-
Pflntoa ccpics of thu dccumenf a a nut cansid.md s%ed anti mbd .
and tFcs n=i ywthcntlnhimc6drrmusthe Vearlicd ati asiycleetian'k'
cepim
`•WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatin ,handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI an� SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing end bottom chord shall have a pro en
id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or E310,
e.. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. hefer to
Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawinq any failure to build the
truss in conformance with ANSIrTPI 1, or for handling shippin , installation and bracing of trusses. A seal on this drawing or cover pa e ,
listing this drawing indicates acceptance of ro#essiona� engmeerin responsibility solely far the design shown. The suigabdity
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
J aney
omponents =
Job Number: 136DCS118 Ply: 1 SEQN: 539404 / T14 / SPEC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW:
Truss Label: C2 Wgt: 50.4 Ibs .. / ... 03/28/17
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 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
7' + 14'
7' 7'
L�
7'
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 2014 RES
TPI Std:' 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
C=5X6
III ZA4
7'
14'
Defl/CSI Criteria
PP Deflection in loc L/defl U#
VERT(LL): -0.019 E 999 240
VERT(TL): 0.025 E 999 180
HORZ(LL): -0.009 E - -
HORZ(TL): 0.013 E
Creep Factor: 1.5
Max TC CSI: 0.683
Max BC CSI: 0.422
Max Web CSI: 0.119
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
r4� Ar���
*6Rifi} ENS.,.-
6 � #a
047182
00
ON AI-
SF-RIAL it:
40 015A 38 FF 58 81 BO BB 7F 48 00 99 2E 85 FB
Ifiis it.. has been eiectranlcafir sf3ned ]rid sealed w mantsef tAartinct,-
PF. K. tic. 11473 S2I an the date shawn above L--mi; a SHA.1
aurhenthaticncodc
➢ranted copies of tha dccument are not cvnttdercd dgnea and sealed
and ttr s4A,i authcntk2thm code mut he varifiod on any clecironic
ecpim.
to
io
v
=2X4(A1)
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 593 / 272 / 371 / - / 158 / 8.0
D 527 / 234 / 304 / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brig Width Req = 1.5
Bearings B & D are a rigid surface.
Bearings B & D require a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A- B 27 0 C- D 809 - 738
B - C 777 - 739
Maximum Bat Chord Forces Per Ply (Ibs)
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 DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handlin shi ping, installing and bracing. Refer to and follow the latest edition of SCSI (Building
Went Safety Information, by TPI and SBCA) fo'r saiPety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
;cl ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810,
Icab�e. App�y plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. Pieter to
)s 160A-Z for standard plate positions.
a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
conformance with ANSI/l PI 1, or for handling. shipping, installation and bracing of trusses. A seal on this tfrawing or cover pa e
this drawing indicates acceptance of professional engineerincl responsibility solely for the design shown. The suitability
;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
J a»�
omponents. ttc
Job Number: 136DCS118 Ply: 1 SEQN: 539405 / T29 / COMN
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW:
Truss Label: D1 Wgt: 37.8lbs .. / ... 03/28/17
I
?O
0
CV
1 43
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 ft
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
5' 10,
5' 5'
C= 4X4
III e-A-+
5' 5'
5' 10, 1
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): 0.006 F 999 240
B 438 / 202 / 287 / - / 134 / 3.5
Lu: NA Cs: NA
VERT(TL): 0.013 F 999 180
D 438 / 202 / 287 / - / -
/ 3.5
Snow Duration: NA
HORZ(LL):-0.003 F - -
Wind reactions based on MWFRS
HORZ(TL): 0.006 F
B Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor: 1.5
D Min Brig Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.214
Bearings B & D are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.208
Rep Factors Used: Yes
Max Web CSI: 0.081
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 27 0 C - D
359 -492
WAVE
VIEW Ver: 16.01.00F.0504.20
B - C 358 -492 D - E
27 0
13
4D:015A 38 FF 58 81 BO 138.7E 48 00 99 2E 85.F5.
i51s Rem b�eheeR ek[twnlcati7,ss�;nee sndicaicd hY N]anucliAariinaz;
%I`sL:1&g677831�er(lhe daM shawna6gpc i:inga SHA7
Printed ceples o1 tFJs dcc,Lxnent are not canskared sfgned and sealed
and tfac3stA,1a .tbentgpliencad& AL t5qucrinedO Upf diect--k
ccpfmr
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
the latest edition of BCSI (Building
Installers shall provide temporary
bottom chord shall have a progpeny
per BCSI sections B3, B7 or 810,
unless noted otherwise. defer to
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 394 -183 F - D 394 -183
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 213 -27
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the
truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this ?flawing or cover pa e ,
listing this drawing indicates acceptance of pro#essionag engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
aney
✓✓✓ ompa»e»rs, uc
Job Number: 136DCS118 • Ply: 1 SEQN: 539418 / T24 / HIPS
4EBB 1828-Cali "D" LL OL /DR Horton MESS 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW:
Truss Label: D2 Wgt: 44.8lbs .. / ... 03/28/17
3' 7' 10,
3' + 4' r 3'
12
1 3'1"12
3-1 "12
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 It
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at
3.00
TC- From 28 plf at 3.00 to 28 plf at
7.00
TC- From 56 plf at 7.00 to 56 plf at
11.00
BC- From 4 plf at -1.00 to 4 plf at
0.00
BC- From 20 plf at 0.00 to 20 plf at
3.03
BC- From 10 plf at 3.03 to 10 plf at
6.97
BC- From 20 plf at 6.97 to 20 plf at
10.00
BC- From 4 plf at 10.00 to 4 plf at
11.00
TC- 128 lb Conc. Load at 3.03, 4.95, 6.97
BC- 80 lb Conc. Load at 3.03, 6.97
BC- 103 lb Conc. Load at 4.95
Wind
Wind loads and reactions based on MWFRS.
=C6
C=5X6 U
III = .7 A'h
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 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
3'6"12
6'8"8
3'3"8
10, 1
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.017 G 999 240
♦ Maximum Reactions (Ibs)
Loc R ' / U / Rw / Rh / RL
B 688 / 341-
VERT(TL): 0.038 G 999 180
E 685 / 340-
HORZ(LL): 0.007 G - -
Wind reactions based on MWFRS
HORZ(TL): 0.016 G
B Min Brg Width Req = 1.5
Creep Factor: 1.5
E Min Brg Width Req = 1.5
Max TC CSI: 0.314
Bearings B & E are a rigid surface.
Max BC CSI: 0.328
/W
/ 3.5
/ 3.5
T
Max Web CSI: 0.062 Maximum Top Chord Forces Per Ply (Ibs)
Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
A - B 27 -20 D - E 523 -1083
VIEW Ver: 16.01.00F.0504.20 B - C 523 -1093 E - F 27 -20
C - D 439 - 968
.°#
$ 3;V rtceaert�aawrtx ��.
o
y,. ert
�':0 STATE
«•
00
40.01.5A 38 FF 58 81 BO 1387F 48 00 99:2E 85.176:
tots Item has tican c{ectrgnlnliy:janaC anti zepled by fAaneel'rA3rtlnat,�
Pf,l�l.tac,q¢fl87{an thc_daM shown atsnuetr-3ng.a 5N�*i ��
au[hentL.aticnsode_
b*rinten ccplaz or this dcturnent are not cansiderzd srgnae and paakd
and cM SpJ(".i ]Nth Rrnliaticn ca�o- mustSa nerli;cs oc; anyeleetForsk•
cepiaz.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 946 - 446 G - E 938 - 445
H - G 961 - 443
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 157 0 G-D 162 0
C-G 10 0
"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 SCSI (Building
Component Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporaryy aaey
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro gerly
attache n id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per SCSI sections B3, B7 or 10, om arrtnrs, uc as applicable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 13efer to P
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 drawin any failure to build the
truss in conformance with ANSI/ PI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover pa e ,
listing this drawingg indicates acceptance of pro)essional engineerin responsibility solely for the design shown. The suitgability
and use of this Jawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS118 Ply: 1 SEQN: 539406 / T22 / HIP_
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW:
Truss Label: M3 Wgt: 11.2lbs / .. 03/28/17
12 C
2'
�1
2'
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: h/2 to IT
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 0 plf at -1.00 to 56 plf at 0.00
TC- From 2 plf at 0.00 to 2 plf at 2.00
BC- From 0 plf at -1.00 to 4 plf at 0.00
BC- From 2 pit at 0.00 to 2 plf at 2.00
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): 0.000 D
HORZ(TL): 0.001 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.094
TPI Std: 2007
Max BC CSI: 0.023
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.00F.0504.20
wA
Kc-
• ar
-s #ATE OF i Z
w
4D:01;5A 38. FF 5S 83 BO BB 7F 48 00 99 2E 85.FB.
71jItjtamai sYrcen eloaronluffyflanodand,zcalo40y hi.aucl,m riinnt,-
f.)`r,L,�ltc:gd71H2tenil(t Catesi{Rwaabpuc4s3nga StiF•1
authenttrat(rindudC: .
Fiintod, ccpl-d thk d"=.nt'uc not ansidarsd sip.. snd -fed
and thc'asrn c5utlicntliaElon (a�umu.[.Lo Ncrl(:rJ-as6Ae tmnit
cepfez
Tco
\� T
11
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 87 / 69 / 144 / - / 64 / 8.0
D 32 /5 /29 / / /1.5
C 13 /28 /12 /- / /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp.
A-B 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
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow
the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structur I sheathing and bottom chord shall have a pro erly
id ceilingg Locations shown for ermanent lateral restraint of webs shall have�racinpp installed per BCSI sections B3, 87 or �10,
e.. App1y plates to each face, ofPtruss and position as shown above and on the JoinCDetails, unless noted otherwise. defer to
a division of
I ri 1, or Tor nanaiing snippll
acceptance of prolessfor
any structure is the respon
failure to build the
ig or cover pa e
wn. The sui ability
J aney
nmporrents, uc
I jk
Job Number: 136DCS118 • I Ply: 1 SEON: 539408 / T19 / EJAC
4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Oty: 8 FROM: AH DRW:
Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 03/28/17
C
12
6
M
O
e2
Pi
V
2M(A1) B
A
D
1 7'
7'
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 It
NCBCLL: 10.00
TCDL: 4.2 psf
Soffit: 2.00
BCDL: 5.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.014 D
HORZ(TL): 0.031 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.496
TPI Std: 2007
Max BC CSI: 0.368
Rep Factors Used: Yes
Max Web CSI: moo
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
WAVE
a
AT, OF
40 01.5A 38 FP>5B 81,B0 'S6 7F 48 04 99 2E 85'.FB
ihi, jtatnhn haen c{oLYrnnlnt}p si;hnd•andzaaladby Man uciYM iinat
iE IzL.�IlL: fId719Z {Ltl, tha data SfLpW 1121AVa t::tnB a 5HA.1
auttian[itieldii coda. -
F-tod copies of this dacmwfam not cantlmfad dgnad and, icnlad.'
ar�dtlx:'SStAin nutiiciticatlan ia:(c znnst ho ucrlfcdc�i anydlactFanY�
acptes:•
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 336 / 117 / 259 / - / 173 / 8.0
D 127 /20 /101 / / /1.5
C 171 /133 /91 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B-C 77 -151
Maximum Sot 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 require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
Ter BCSI. Unless noted otherwise,top chord shall have properly attached s ructur I shpathing and bottom chord $hall have a propeny
rigid ceilin Locations shown for permanent lateral restraint of webs shall haveVracmg installed per BCSI sections B3, 67 or 9 0,
icabQe. App�y plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. hefer to
Is 160A-Z for standard plate positions.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawi7. any, failure to build the
%formaoce with ANSII� PI 1, or for handling shipping,, installation and bracing of trusses. A seal on this raw any,
or cover pagqe ,
this drawing indicates acceptance of pro)essionaengineering responsibility solely for the design shown. The suit-abil{ty
;e of this yawing for any structure is the responsibility of the uild!ng Designer per ANSI/TPI 1 Sec.2.
/ aney
✓✓✓ omporlenrs, =
t
Job Number: 136DCS118 Ply: 1 SEON: 539409 / T23 / EJAC '
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 6 FROM: AH DRW:
Truss Label: EJ7A Wgt: 21.0lbs .. / ... 03/28/17
2X4(A-
T
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 psi
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
7'
7'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL): -0.017 C
HORZ(TL): 0.034 C
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.505
TPI Std: 2007
Max BC CSI: 0.373
Rep Factors Used: Yes
Max Web CSI: moo
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
WAVE
VIEW Ver: 16.01.00F.0504.20
No .0471'82.
M
Cc
emu%% F
40.01.5A 38.FF 5B 81-BO 0 7F 48 00 99 2E 85 `FB'
This item has nden cletvonintty e{gnec znd waled Gy,wnueimkiin.m-
t',fxL,tk.'947lsif ea thcdateshawrt abdvnwong a SHA4 '
1Udletlt{Y]CICn iOdC:
➢iintedcePics Of this tic L—nfwc not Untl=.d Sgnecand.&"led
andtf'ee"S'xft<tSutAenllatian soda melt be wiricd m` any aleet.rk
cnpfet_�
B
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
A 270 / 79 / 188 / - / 151 / 8.0
C 128 /21 /104 / / /1.5
B 174 / 135 / 95 / - / - / 1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
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
quire extreme care in fabricating, handlin shipping, installingand 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 temporaryy
SCSI. Unless noted otherwise,top chord shall have properly att ched structural sheathin end bottom chord $hall have a pro erly
�id ceilinq. Locations shown for permanent lateral restraint of we shall have bracing ins�alled per BCSI sections B3, B7 or 910,
e.. App7y plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. befer to
a division of ITW Buildin Components
in cgnformance with ANSI�PI 1, or for h
g this drawing indicates acceptance
use of this �awing for any structure
failure to build the
ig or cover pa e
Nn. The sui ability
/ aney
✓ vmponenrs =
Job Number: 136DCS118 • I Ply: 1 SEQN: 539407 / T32 ! EJAC
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 4 FROM: JAH DRW:
Truss Label: EJ31- Wgt: 12.6 Ibs .. / ... 03/28/17
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 "
4"3
V
1, 3
3'
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
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Lumber value set 138" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.003 D
HORZ(TL):-0.003 D
Creep Factor: 1.5
Max TC CSI: 0.174
Max BC CSI: 0.071
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
;m
�-TA i; 0 a
T
SO
O
T
T
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 193 / 76 / 162 / - / 86 / 3.5
D 51 /6 /41 /- / /1.5
C 64 /52 /30 /- /- /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 29 -105
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
4D:01.5A 38;FF 56'81;60 86i7F 48 t70 992E 85'FB
. 7iHc;itnm hSa�oen u{curonlnflr'stgnedand" uaierf ny i/lanvel;ivartlnn[r
?E I'zt,lf4.'e1T787fen;tfteditc SAgWM1aI>nVC lr.Snga SNA:3 ' •
;aunt entStiitldn cndn.
Ai3n1ted ccplu 61 ti"s dccnment'axa net mnii6md upee and.xaaled
andYF,eS=li+i loft'cntiiptinni8doett{:s[Lo;tcrliicd r anypleti.tcnir`
ccp%s:�
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporaryy aney
bracing�er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord $hall have a propperly J attache rigid ceilin . Locations shhown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om »Buts, nt
as applicable. App�y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Wefer to P�
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawincl any failure to build the
truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses. A seal on this clrawmg or cover page -
listing this drawing indicates acceptance of pro'{essiona! engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
t I
Job Number: 136DCS118 Ply: 1 SEQN: 539413 / T1 6 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ5 Wgt: 16.8lbs .. / ... 03/28/17
C
12
6
c�
o
T
in
T
B
2X4(A1)
D
1r 5,
5'
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
Des Ld: 37.00
EXP: C
Mean Height: 15.00 it
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: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Tap chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(TL): NA
Snow Duration: NA
HORZ(LL):-0.007 D
HORZ(TL): 0.010 D
Code / Misc Criteria
Creep Factor: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.309
TPI Sid: 2007
Max BC CSI: 0.182
Rep Factors Used: Yes
Max Web CSI: 0.000
FT/RT:20(0)/l0(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
WAVE
NO 0471"M
s
40 01.3A38 FE 59 81 BO BB:7F 48 00 99 2E 85 FB
rhli item has wen cicargnlmttr c4�ned and waled ny MtlueefvMzrtlno>r
PE tiL,wc.p4Tl92f nn tp¢date Sf1al41tibeVe4".911�a SHAM
autllcntltatlon code-
vanted -pin of this dccmwt arc not =,1=rzd aped and, waled
and ehcSsitty 5utt�enticpfidn eaJnmumt be uarifkdeei alLY,00<tiank
'dcptes::
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 263 / 96 / 208 / - / 129 / 8.0
D 90 /13 /70 / / /1.5
C 119 /93 /62 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B -C 53 -120
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-D 0 0
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
,wire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building r
Safety Information, by TPI an � SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing Ind bottgm chord shall have a properly
�id ceilin Locations s own for permanent lateral restraint of webs shall have racing insiaed per CSI sections B3, 87 or 10, am anent:,
e. Applpy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. befer to P
ROA-7 fnr ctanriarri niatc nncitin—
a division of ITW BuildincL Components
in conformance with ANSI PI 1, or for h
g this drawing indicates acceptance
use of this drawing for any structure
9
failure to build the
ig or cover page ern. The suitability
Job Number: 136DCS118 • Ply: 1 SEQN: 539412 / T17 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qly: 4 FROM: AH DRW:
Truss Label: BJ3 Wgt: 12.6lbs / .. 03/28/17
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.06
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
4"3
�-- 1,
3'
3'
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
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
C
Defl/CSI Criteria
PP Deflection in too Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL):-0.003 D
HORZ(TL):-0.003 D
Creep Factor: 1.5
Max TC CSI: 0.174
Max BC CSI: 0.072
Max Web CSI: 0.000
Mfg Specified Camber:
T
SO
CD
T
T
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 193 / 76 / 162 / - / 86 / 8.0
D 51 /6 /41 /- /- /1.5
C 64 /51 /30 /- /- 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)
VIEW Ver: 16.01.00F.0504.20 I Chords Tens.Comp. Chords Tens. Comp.
A-B 27 0 B -C 29 -105
-Nd 47f 2:
AW
:§TATE OF
l
�$A 0-
"v
41) 01.5A 38;FF59'81:80 1313�711` 48 00 99 2E 85 _FB
itils item l�ashe¢n cletlMnlaa7}rad�and sealed hp 6dan vm_I;Martln¢i
C ILL: t.tC p477 &glen ina 6itesha W itabtl¢e �. ntta SHA*�t
au[tiantkaNen coda_
PNn1id ccp1mor thk &<=ent ue not candcaf*d ijpod and sealed
andth�c 5'FA=I iutiicntuSffdnanJemust 5c vcrllresl cci anyel¢ctranic�
�ccpias
Maximum Sot 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
Component Safety Information, by TPI and SBCA) for satety practices prior to performing these functions. Installers shall provide temporarryY J R71Qy
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord $hall have a pro erly �J
attaches ceiling. Locations shown for permanent lateral restraint of w bs shall have bracing insyalled per BCSI sections B3, B7 or 910,
as applicable. Apply plates to each face, oftrussand position as shown above and on the Joint Details, unless noted otherwise. i3efer to omponenrs, t,a
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsi¢le for any deviation from this drawindq any failure to build the
truss in conformance with ANSI/l PI 1, or for handling shipping, instgllation an bracing of trusses. A seal on this rawing or cover page , .
listing this drawing indicates acceptance of protessiongI engmeer'mq responslbfifty solely for the design shown. The suiQabllity
and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
Job Number: 136DCS118 Ply: 1 SEQN: 539410 / T18•/ JACK
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW:
Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 03/28/17
a
12
6
2X4(A1) B
4" 3
-L A
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 It
NCBCLL: 10.00
TCDL: 4.2 psi
Soffit: 2.00
BCDL: 5.0 psi
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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bat chord 2x4 SP #1
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
C
-F T M
j _o L0
T
D
1'
1'
1'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP'Deflection in loc Udefl U#
Loc R / U / Rw / Rh / RL
/ W
Pf: NA Ce: NA
VERT(LL): NA
B 150 / 77 / 145 / - / 42
18.0
Lu: NA Cs: NA
VERT(TL): NA
D 11 / 10 / 18 /- /
/ 1.5
Snow Duration: NA
HORZ(LL): 0.000 D
C -14 / 28 / 25 / - / -
/ 1.5
HORZ(TL): 0.000 D
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 1.5
B Min Brg Width Req = 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.163
D Min Brg Width Req = -
TPI Std: 2007
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: 16.01.00F.0504.20
Chords Tens.Comp. Chords
Tens. Comp.
A-B 27 0 B-C
28 -19
s r %
0
No
SERIALA' ..
40.01,5A 3&FF 5B81�.80 BB,7F 48 00 99 2E 85 FB
TI:IIurnhas.hceneMcitonlCaf3t;staned and zealorShy b,anael Martlnoy
'iixl,Itc:g37re2}'rrtthe¢xtesMwM1pbnVsrw.sn0.a5NA.1 '
""mend ccples of Wsdcc imendara not considered wined and sealed
and
ihr 5liAn:utliantuatiuncocle.mtst he y6rd3cd m any elatrartc.'
[aples;
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
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporaryy
BCSI. Unless noted otherwise,top chord shall have properly attached s ructural sheathingp and bottom chord shall have a properly
,iId ceiling Locations shown for permanent lateral restraint of webs shalt have braclnfq insTalled per BCSI sections B3, B7 or B10,
i e. Apply plates to Bach face o truss and position as shown above and on the Join Details, unless noted otherwise. hefer to
60A-Z for standard plate positions.
a division of
HN51/ I YI i , or for n
icates acceptance
ng for any structure
e
failure to build the
Ig or cover pa e
Nn. The suiTability
J arrey
omporrenrs, trr
Job Number: 136DCS118 • Ply: 1 I SEQN: 539411 / T20 / JACK
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW:
Truss Label: BJ1L I Wg1:11.2lbs .. / ... 03/28/17
4"3
V
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 It
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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Member design based on both MWFRS and C&C.
U
12
6 � C
2X4(A1) B
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
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): NA
VERT(TL): NA
HORZ(LL): 0.000 D
HORZ(TL): 0.000 D
Creep Factor: 1.5
Max TC CSI: 0.163
Max BC CSI: 0.015
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 16.01.00F.0504.20
s
r�i. ; • .wee:.
try ;$i ' M �,•`�, yam+►°'.
`A-
W
40:01.5A 3&FF 5B k B0 BBr7F 48 00.99 2E 85T5
Thji itam has beers clearanlc>,i}y s nee znd zcatC by FAaa ci;6AartIna l,'*
?ffiL,.13c. ddT3H7 taglhadatesMwnabiiVC };inga SH4s��3 f
auttiantkdUcn code-
PrinbaC.ccpiasor thk dccumant'WO ,6t cansiderad signed and sealed
and thcSiiA Sautlienticatidn;aadcmisstLg4arlFed nm/eleeerork
cCAies:
1
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 150 / 76 / 145 / / 42 / 3.5
D 11 /10 /18 /- /- /1.5
C -14 128 /25 /- /- /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 28 -19
Maximum Sot 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
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin� and bottom chord shall have a properly
id ceilin Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, 87 or 910,
e. App�y plates to each face of truss and position as shown above and on the Joinr Details, unless noted otherwise. Defer to
6OA-Z for standard plate positions.
a division of
im 1,orrorn
acceptance
any structure
e
failure to build the
ig or cover pa e
wn. The suitability
J auey
nmporretzrs, —
Job Number: 136DCS118 Ply: 1 SEQN: 539416 / T21•/ HIP_
4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW:
Truss Label: CJ7 Wgt: 42.0lbs / ... 03/28/17
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 "
T
4i'3
6'3" 9110,11
6'3" 37'
7
1'5" 6'1"4 37" 61
6'1 "4 9'3"4 19,1,
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chard 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "136" uses design values
approved 1/30/2013 by ALSC
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 0 plf at -1.41 to
55 plf at 0.00
TC- From 12 plf at 0.00 to
2 plf at 9.84
BC- From 0 plf at -1.41 to
4 plf at 0.00
BC- From 2 plf at 0.00 to
2 plf at 9.84
TC- -7lb Conc. Load at 1.41
TC- 128 lb Conc. Load at 4.24
TC- 238 lb Conc. Load at 7.07
BC- 23 lb Conc. Load at 1.41
BC- 103 lb Conc. Load at 4.24
BC- 179 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2014 RES
TPI Std: 2007
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.015 G 999 240
VERT(TL): 0.034 G 999 180
HORZ(LL): 0.004 F - -
HORZ(TL): 0.010 F
Creep Factor: 1.5
Max TC CSI: 0.241
Max BC CSI: 0.326
Max Web CSI: 0.256
Mfg Specified Camber:
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL
/ W
B 330 / 208 / - /- /-
/ 10.6
E 385 /175 /- /0 /0
/1.5
D 29 /14 /- /- /-
/1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (Ibs)
VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp.
A-B 14 -11 C-D 55 -72
B - C 330 - 650
+y, ..g� p
gyp,
IVP -STA.E OF
N
SERIAL k
40.01.5A 38:FF 51181 BO BB.7F 48 00 99 2E 85 FB
itJsitemhos tican olatzianlnvy sjp ad and Aaiad Gy rA2wet Martinet
?Ei'rL:llc. pa71621 Cn.ttia daM sfwrYrtalxaVol.Jn�a5HA.7
autTanW.aticncoda.
Pr9nted ccpies or this dacamont are not consieamd ngnao and scaled
ard'fhc�5!<AaF authasll-u[len zodo must Ln Honf:ao ar any electronic
copim
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- G 604 - 290 F- E 0 0
G - F 591 - 288
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
G - C 286 - 47 C - F 345 - 709
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shi ping, inslalling,and bracing. ,Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly or
structural sheathing end bottom chord shall have a pro erly
id ceil!n Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10,
Je. Apply plates to each face of truss and oosition as shown above and on the Join
CDetails. unless noted otherwise. Refer to
e, a division of ITW Building Components
in conformance with ANSI PI 1, or for h;
9 this drawing indicates acceptance
use of this drawing for any structure
failure to build the
ig or cover pa e
ern. The sui ability
J aney
ompoaenrs, nc
r
Job Truss LabeLCCJ3D LLi OL /DR Horton MEBB 1828-Cali "D" LL OL I NQty:/gt 116.8 Ibs I FROM: JAH 24 / T25 /HIP_ I DRW % 03/28/17
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 "
C
10
T
2X4(A1) B T N
A
D
42113
.J 412113
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
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 2-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 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: 1.5
Bldg Code: FBC 2014 RES
Max TC CSI: 0.091
TPI Std: 2007
Max BC CSI: 0.052
Rep Factors Used: No
Max Web CSI: moo
FT/RT:20(0)/10(0)
Mfg Specified Camber:
Plate Type(s):
VIEW Ver: 16.01.00F.0504.20
WAVE
o
im
46..01.5A 38:FF 5B,837B4 BB 7F 48 00.99 2E 85 FB
This item hhsbeenclerxiq�lc ity's53nc�+and,:" 21ad by rnanuclut`artinat
?E(xt,.lfc:d¢J3911 on tna:date8hawnpbdvvssnga SHA.1
au[lientitiildn code:
Printad ccpiec of this deeunant'ua rmi cansiderad g aeand: sasfed
andthci�rA«: autt�entiiatian"code must hgvcfltictl aany alacironic
eopfas:
♦ Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 84 /45 !- /- /- /3.5
C 64 / 48 / - / / / 1.5
D 28 /- /7 /- /- /1.5
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)
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
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI anc7 SBCA) for saiPety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted the top
chord shall have properly attached s ructural sheathing and bottom chord shall have a pro eFly
id ceil!n Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections B3, B7 or �10,
e. App�y plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Flefer to
60A-Z for standard plate positions.
a division of
it-i i,ortor n
acceptance
any structure
failure to build the
ig or cover pa e
wn. The sui ability
- auey
omponents, tic
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed,�15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
❑ri 120 mnh Wind Sneed. 15' Mean Heloht. Partlally Fnrlosed. Fmnsure D. ICvt = I-nn
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) 1x4 'L' Brace x
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace xx
(1) 2x6 'L' Brace Is
(2) 2x6 'L' Brace x
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
-f-)
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
S P I
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' It'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
U
F
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12, 0'
12' 6'
14' 0'
p
H
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' V
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
#1
4' 0'
6' 8'
6' ll'
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
J
S P
#2
3' 10'
6' 7'
6' 10'
7' 9'
B' V.
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
1 14' 0'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, Ill
11' 8'
14' 0'
14' 0'
(U
D F L
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, Ill
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' Ill
9' 8'
10' 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'
+')
S P rr
#3
4' 2'
7' 1'
7' 9'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
U
u P
Stud
4' 2'
7' V
7' 6'
8' 9' -
9' 1'
10' 5'
10' lo-
13, 9'
14' 0'
14' 0'
14' 0'
O
I�
Standard
4' 2'
6' V
6' 5'
8' 1'
8' 8'
10' 5'
10, 10,
12, 8'
13' 7'
14' 0'
14' 0'
S P
01
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10, 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
02
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
to, 7'
ill 0'
13' 11'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' Ili'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
QJ
D P L
Stud
4' 4'
6' 5'
6-'--10'--
8' 6'
9' 1'
10, 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
e' 0'
10' 2'
10, 10,
Ill 10,
12' 7'
14' 0'
14' 0'
r
#1 / #2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12' V
14' 0'
14' 0'
14' 0'
14' 0'
d
S P r
#3
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
U
u P
Stud
4' 7'
8' 2'
B' 5'
9' 8'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
�l
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1.
5' I'
8' 5'
8' B.
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12, 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10, 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
r-i
D P L
Stud
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 7'
6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
12' 0'
13' 7'
14' 0'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group A,
S ruce-Pine-Fir Hem -Fir
#1 / $12 IStandard #2 1 Stud
#3 1 Stud #3 IStandaroll
Douglas Fir -Larch Southern Pinexxx
#3 #3
Stud Stud
Standard Standard
Group B,
Hen-Flr
#I 6 Btr
#1
Dou las Flr-Larch Southern Plnexx■
#I #1
#21 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
xxFor lx4 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).
Goble end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Aboutj�_
Attach 'L' braces with Slid (0.128'x3.0' min) nails.
)1( For (1) 'L' brace, space nails at 2' o.c.
able Truss
In Is' end zones and 4' o.c. between zones.
Diagonal brace option,
)K)KFor (2) 'L' braces, space nails at 3' o.c.
vertical length may be
T
In IS' end zones and 6' o.c. between zones.
doubled when diagonal
18,
K
'L' bracing must be a minimum of 807 of web
brace is used. Connect
L
member length.
diagonal brace for 600#
II
'L'
at each end. Max web
i
II
Brace
Gable Vertical Plate Sizes
total length Is 14'.
31EilE
Vertical Length No Splice
2x6 V -L #2 or
Less than 4' 0' 2x3
I
better diagonal
r
I
Greater than 4' till but 3X4
Vertical length shown
brace) single
t8,
less than 11' 6'
In table above.
I
or double cut
Greater than 11' 6' 4X4
45•
(as shown) at
L
1
+ Refer to common truss design for
I
upper end.
Illpeak,
splice, and heel plates.
ARer
�In�IIpp U��i/fii
to the for conditions
Ithlsultdngn
Connect diagonal at
midpoint of vertical web.
Refer to
chart above Forearin t\+SNTT
ER� � L1H ngth.
not addressed8by deltannr
-WARNING" READ AND FCLLDv ALL NDTES-DN THIS DRAVDiGI
xxI,PDRTANT- FURNISH THIS DRAVMG TO ALL CaHTRACMRs INCLUDING TIE WTALLERS.
Q-
-'
\0ElVg
REF ASCE7-10-GAB16015
DATE 10�01�14
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and
the latest BCSI (BuOrflng Component Safety Information, by TPI SBCA) for',safety
f `�
Followedition of and
practices prior to performing these funcitons. Installers shall provide temporary bracing per SCSI.
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord
shall have a attached rigld celUng. Locations shown for lateral restraint of webs
_
= '*
r,
'V
DRWG A16015ENC101014
FI 1�
Q
properly permanent
ohallf as appllcs no Apply plates to each face
hove and
p g Instasvtl per BCSI cand on th J or Details,
of truss nntl asitlm as shorn above and on the Joint DetaOs, unless rested otherwise.
_
Fih'-F y y��
II��
IILII�ILLIILILJI IILLf_=7-,
Refer to drorings 160A-Z for standard plate positions.
Alpine, a division of ITV Building Componentsev Group Inc shall not be responsible for any diation from
`
% -
i,H 1 Sd
y
AN mvenMPANY
tHs drawing, any Failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping,
hstallation 6 bracing of trusses.
s�
a
:,�j�" 'v\,a
MAX.
T❑T, LD, 60 PSF
A seal on this drawing or cover page listing this drawlm& Indicates acceptance of professional
erglneerine responsINUty solely for the design shorn The suitability and use of this droving
'9dq
for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 See2��1�
F
13389 Lakefront Drive
Earth City. MO 63045
For more Information see this Job's general notes page and these.reb sites,
/p"+nsnnnng ld IRN�t\ `\\\
MAX,
SPACING 24.Ow
ALPINE, rww.alpineit-ami TPI, www.tpinst.orgl SBCA, rwwsbcindustry.orgl ICC, wesIcesafvarg
N,
Gable Stud Reinforcement Detail
ASCE 7-10t 160 mph Wind Speed, 30' Mean Height', Enclosed, Exposure C, Kzt = 1.00
Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ori 120 Moh Wind Soeed. 30' Mean Helnht. Partially Fncinsed. Fxnnaure n. ie7t = I.nn
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) Ix4 'L' Brace r
(1) 2x4 'L' Brace x
(2) 2x4 'L' Brace xr
(1) 2x6 'L' Brace r
(2) 2x6 'L' Brace r
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
r
#1 / #2
3' 8'
6' 3'
6' 6'
7' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
U
S P r
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
8' 8'
9' 1'
11' 3'
ill 11'
13' 7'
14' 0'
P
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' I'
I1' 2'
1l' 11'
13' 7'
14' 0'
Q
Standard
3' 0'
6' 4'
6' 7'
7' 6'
7' 9'
8' 1'
9' 3'
1' 9'
12' 2'
13' 11'
14' 0'
.J
a
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
0' 9'
9' 1'
10, 1'
10, 10,
13' 8'
14' 0'
Ri
r
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10,
13' 8'
14' 0'
d
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
8' 3'
8' 11'
9' 7'
12, 2'
13, 0'
U_
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10' 1'
10' 6'
13' 3'
13, 9'
14' 0'
14' 0'
_
S P fr
03
4' 0'
6' 7'
7' 5'
8' 4'
8' S.
9' ill
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
<J
l_ I r
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 11'
10' 4'
13, 1'
13' 7'
14' 0'
14' 0'
Q
f� f
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' It'
10' 4'
11' 10,
12' 8'
14' 0'
14' 0'
\
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10' 2'
10' 7'
13' 5'
13' 11'
14' 0'
14' 0'
/
11
S P
#2
4' 2'
7' 2'
7' 5'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
14' 0'
14' 0'
110
#3
4' 1'
5' 11'
6' 4'
7' 1l'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
QJ
r
D r L
Stud
4' 1'
5' Il'
6' 4'
7' It'
0' 5'
10' 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' G'
9' 5'
10, 2'
11' 0'
1 11' 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
1 9' 8'
10, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
CS
S P F
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
LD
U
LIP
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, ill
11' 5'
14' 0'
'14' 0'
14' 0'
14' 0'
O
I�
Standard
4' 5'
6' 6'
6' It'
8' B'
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'
11' 8'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
Ill 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Ri
#3
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
Ill 6'
14' 0'
14' 0'
14' 0'
14' 0'
—+
D P L
Stud
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
Ill 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard
4' 5'
6' 1'
6' 5'
8' 1'
8' 7'
10, 11'
IS' 5'
12' 8'
1 13' 7'
14' 0'
14' 0'
Bracing Group Species and Grades)
Group AI
S ruce-Pine-Fir Hem -Fir
#1 / #2 jStandard #2 Stud
W. stud 1 1 #3 IStandord
Dou los Flr-Lorch Southern Plnerxx
#3 #3
Stud I i Stud
Standord Standard
Group BI
HeM-Fir
#1 6 Btr
#1
Do u las Flr-Lorch Southern Plnerrr
al #1
a2 a2
Ix4 Braces shall be SRB (Stress -Rated Board).
rxFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated vaBoards. Group B
lues ma be used with these rades.
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' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Atiout
ILL
Attach 'L' braces with 10d (0.128'x3,0' min) nails.
able Truss
)K For (1) 'L' brace- space malls at 2' o.c.
In IS' end zones and 4' O.C. between zones.
Diagonal brace option,
)0EFor (2) 'L' braces, space nails at 3' o.c.
vertical length may be
T
In 18' end zones and 6' o.c. between zones.
doubled when diagonal
18,
XE
'L' bracing must be a minimum of 80% of web
brace Is used. Connect
t
member length.
diagonal brace for 590#
,L, .L.
at each end, Max web
�'
Brace
Gable Vertical Plate Sizes
total length Is 14'.
#(jlE
Vertical Len th No S lice
2x6 DF-L #2 or
Less than 4' 0' 2X4
better diagonal
T
I
Greater than 4' 01, but 4X4
Vertical length shown
brace) single
1B,
less than 12' 0'
In table above.
45'
or double cut
L
1
,i
(as shown) at
+ Refer to common truss design for
upper end.
peak, splice, and heel plates.
Connect diagonal at
ontlnuous Bearing
'Max
Refer to the Building Designer for conditions
midpoint of vertical web.
41 Refer to
chart
above for gttWe' iil)IrYt6 length,
not addressed by this detail.
7VARNINGIrr READ AND FOLLOW ALL NOTES IN THIS ➢RAVMGI
wrOIPORTANTxw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
��`
Tj '�,,
REF ASCE7-10—GAB16030
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to antl
Fallow the latest edition of BCSI (Bulking Component Safety Information, by TPI and SBCA) far safety
`o`
\ �`•GI�`+^ �� �'�
DATE 10/01/14
proctices prior to performing these functions. Installers shot( pravlde tenporory bradng per BCSI.
DRWG A16030ENC101014
Unless noted otherwise, top chord shall have property attached structural sheathing antl bottom chord
shat( have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs
-
— No
Q ���F� II�
O Illlll��\Vv111
to vnch face
thou have bracing ol Installed per BCSI andtlomt;on the
J or DBIG,et s applicably. Appoly otherwise.
F trust and Itlan ne thorn above and an thv Joint Oetnlc, unless noted therrlse.
Refer to drawings 160A-Z for standard plate positions.
Fi
AN ITYVCOMR4NY
Alpine, division of ITV Bultiing Components Group Inc. shall not be esponslble for any deviation from
this drawing, y failure to buRd the truss In confornonce with ANSI/TPI 1, or for handling, shipping,
Fistaaati.m 6 tiracing f <russes.
'
ATE OF
%'4 Q
T <
TOT. LD. 60 PSF
1 this drarine over page listbg this drawing, indicates acceptance of professional
for
,MAX,
% p
0 R
rive
Lakefront 3045
engineering responsibility solely the design shorn The sultobalty and use of this dr hrig
For any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect.
��'e���
�iy
MAX,
SPACING z4,0�
ET h City, MO 613369
For more Information see this job's )Sera) notes
J B page and these web sites,
ALPINE TPB SBCA�
/ elate
1A,II `
4irl� 11A
• walpindtw.con) rrw,tpinst.org) w ..I:clndustry.arg) ICG rwrAccsafearg
tt ,
'T
ReIn Fol
Memb
Go
Tr
Gable Detail
E-nr I Pt —in VPrtirnlq
Gable Truss Plate Sizes
pproprlate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
Lopped plates to span the web.
e, 2*2X4
2X8
Nrovide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Naiis,
10d Common (0,148'x 3',min) Nails at 4' o.c, plus
(4) nails In the top and bottom chords,
Toenalled Nails,
1Od Common (0,148'93',min) Toenails at 4' o,c, plus
(4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detall Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
ALL515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A20030ENDLOIC14, A2003OPEDIOIO14
See appropriate Alpine gable detail for maximum unrelnForced gable vertical length.
'T' Reinforcement Attachment Detall
'T' Reinforcing 'T' Reinforcing
Member Member
Toe -nail - Or - 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 match size,
specie, and grade of the 'L' reinforcing member,
eb Length Increase w/ 'T' Brace
V.
Example
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 Ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
'T' RelnForcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1,30x 8'7'=11'2'
'T' Relnf.
Mbr. Size
'T'
Increase
2x4
30
2x6
20 %�
—IMPORTANT FIURNARNIISSH HIS DRAVVM TO ALL AND FOLLaV �TNOTES RRAACCTT�S INCLUDING TTHIS VING THE INSTALLERS �.�`���1 EVlA/�T�'a, REF LET —IN VERT
Trusses require extreme care W fnbrtcat g, shipping, 8 g• \
qu Ing, nendlln shl n I anon, and bancln Refer to and
pallor the latest edition of BCSI (BuRtling Component Safety Infornovide a or and SBCA) for safety ` �/ DATE 10/01/14
prdctices prior to performing thvcv Functions. Installers shall provide temporary trotlnp per BCSI. GENS
Unless noted otherwise, top chord shall have property attached structural sheothnp and bottom chord ;���� N,� ` DRWG GBLLETIN1014
shalt have a properly attached Hold calling. Locations shorn for permanent lateral restraint of web. az �(�� F� n � shall have bracing Installed per BCSI andact—.on the
Joint ar Det ils nppl.ahno Apply plates to ¢och Fnce - jv -
Q IILILr�.J II IIUII��\V\Illl of truss and ings o as shorn above and on the ions.Details, unless noted otherwise.
Refer to drawings 160A-2 for standard plate positions. /
AN I7IN COMPANY Alpine, division of ITV Building Components Group Inc shall not be responsible for my deviation from _ � -
this drawing, any failure to bum the truss In conformance with ANSI/TPI 1, or for handling, shipping,
n ST�f�TE OF MAX, TOT, LD. 60 PSF
Installation 6 bracln F trusses.
A seal on this drawig or cover page Usting this drawing, Indkdtes acceptance of profwsslonol '�
engineering responsibility solely far the design shown, The ultablity nrxl use of this drowbg . 9 Q r, BUR. FAC, ANY
for any structure is the responslbRky of the Building Designer per ANSVTPI 1 Seca : O L O R �� �v
73389 Lakefront Or
ive �•
Earth City. For more Information see this Job's general notes page and these web sites, `MAX, SPACING 24.0'
h ALPINE, ■—alpineitw.comi TPI, W—tPbletoral SBCA, wrw.ebClnduitry.Ora7 ICOwwwlacsdfe.orp 'A_`'PO,_ _ ♦•�i�.a
41
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,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
Xx Attach each valley to every supporting truss with)
(2) 16d box (0,135' x 3,5') nails toe-nalled for
ASCE 7-10 160 mph, 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed
Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members,
All plates shown are ITW BCG Wave Plates,
3X4
12
12 Max.
2X4 X4
�- 8-0-0 Max
4X4
12
12 Max. I
1X3
1X3 I (Max Spacing)
1X3 5X4/SPL 1X3
20-0-0 (++)
Supporting trusses at 24' o,c, maximum spacing.
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, same species and grade or better, attached with 10d box
(0,128' x 3,0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014,
Top chord of truss beneath valley set must be braced with:
properly attached, rated sheathing applied prior to valley truss
installation,
Or
Purlins at 24' o,c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of 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
l Le-nalLed
r•
2X4 F G\l'
� SQa
Square Cut
Bottom Chord
Valle
2X4 4X4
Stubbed Valley Optional, Hip
End Detail Joint Detail
`1µ1Nu111I1I/pi
■NVARNING" READ ANB FOLLDV ALL NOTES ON THIS DRAVINGI .�` /Q,{� '�, TC LL 30 30 40PSF REF VALLEY DETAIL
ssWERTANTNO FURNISH THIS BRAVING TD ALL CDNTRAC71IRS ItCUMMG THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing d bracing. Refer to d ` O q .
folio. the Latest editlon of SCSI (B,lldbg Component Safety nfomatlon, by TPI and SBCN for safety i-EN \ 4�. TC DL 20 15 7 PSF DATE 10/01/2014
practices prior to performing these Functions, Installers hall provide temporary bracing per BCSL `sj`` (/TA
{Lgmlese mated ,:,.glsa, tap hard eMll Nava propeHy attacned structural . e-t g and battam chard BIC DL 10 10 10 PSF DRWG VAL160101014
shallhove properly ttached QIdg.cationsr permanent lateral estrolnS f bs \ `shall have bracing Intalled per BCSI sections B3, 87 r B10, As ap Ncable. Apply plates to each facef truss ndpants c ha.n andve d an the Jalnt Batdle. v,: e� oared ather.me, BG LL0 0 0 PSF
Refertod— mg.160A-Z for standard plate positions.alpine, division of Iry BWlding Comp nents Group lnc.shall of be ponsible for y deviatlom from TOT, LD. 60 55 57PSF
ft%1 RWCOMPANN this draeng, any FaRur to build the truss In conformance eith ANSI/TPl 1, or for handling, shipping,r
Instollatbn 6 brac6g f trusses. -
A seal m this dra,ring cover pegs llsi*,g this draelng, IrWeates acceptance of proFassienal �'A-
engineering r esponsla Ing wllely For ene deelen zoom me swtabalty and use OF this crowing
133B9 Lakelronl Drive far any reruetu Is the resporabigty OF the IkAdi g Designer per ANSVIPI 1 Secs^.
For more Information a this ese job's general notes page and theb site.
Earth Cily, M063046 ALPINE, w—aloinelta.eomr TPIe—tolnsst.orwl SBCA,—.sbcindustrv.oro, ICQ eee.leesafe.aro 'l, S,Qln,.. , r'A�.�v` SPACING 24,0'
"illllll lllij?'��
Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00
160 In Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (Min), Kzt=1.0,
Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0,
Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall
provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing For out of plane loads over gable ends.
Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads.
xx Refer to Engineer's sealed truss design drawing for olgoyback and base truss sdecifications.
Detail A I Purlin Spacing = 24' o,c, or less
12
Up to 12 17 11
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
(I side only at each end) attached with
2 rows of 10d box nails (0.128'x3') at 4' o.c.
Attach purlln bracing to the flat top chord
(
x/ using (2) 16d box nails 0.135'x3.57.
�pacing =
O.C. max
Top Chord Scab (Typical Each End) Flat top chord purlins required at both
ends and at 24' max o.c. spacing In between.
Detail B ; Purlin Spacing > 24' o.c.
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 purlln bracing to the flat top chord
12 using a minimum of (2) 16d box nails (0.135'x3,5').
Up to 12 V I I
(Q
4'
Purlin Spacing)
L( 24' o.c. max
Full Flat to chord urllns required at
Top Chord Scab (Typical Each End) Chord both ends, uulln spacing ) 24' o,c.
Depth P P 9
Note. If purlins or sheathing are not specified on the flat top of the base
truss, purlins must be Installed at 24' o.c. max. and use Detall A.
rrVARNINOrr READ AND FOLLOW ALL NDTES ON THIS DRAVINGI `N��\ ^�ffx
rrI11PORTANTi r FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING T(E INSTALLERS. `� \ �/y
Trusses require extreme care In fabricating, handling, shipping, Installing and er bracing. ReFto and 'IT
F.
11ow the latest edition of BCSI (Buldno Component Safety Information, by TPI and SECA) For safety ��
practices prior to performing these functions. Installers class pravlde tenporory brncing per SCSI. ` �
Onless noted otherwise, top chord shall hove properly attached structural sheathing d bottom chord N
I�shall have a properly attached Igld telling. Locatlons shorn for permanent lateral restraint of webs '
shall has¢ mid postIng Installed per BCSabove
and on the
J or Bla as applicably. Apply platys to each face = !//
IILII� IILI�-=-� F trust amid
position
all shown above and on the Joint 0¢to1c, unless noted otherwise.
Refer to drawings 160A-Z For standard plate positions. _
Alpine, division of ITV BulldIng Components Group Inc shall not be responsible for an deviation from = 'Q
AN COMPANY tins drawing, any Failure to build the truss In conFernance with ANSI/TPI 1, or for handling, sNpping, '47F Q�
Installation h bracing of trusses, yv�
A seal tSJs draMna or cover page Usthg this drawing, Vdlcates acceptance of professional m \✓
rgidneerir,g responsibility solely for the design sham. The sult"A ty and use of this drawing E
for any structure Is the respor �61ty of the Building Design¢r per ANSVTPI 1 Sec2
Earth City.
Monl3045 For more Information see this gA
Earth Cit .M0630a5 Job's general notes page and these web sites
y ALPINE, rrwalpineitw.conN TPI, rrr.tpinct.aral SBCN4 .nr.sbclndurtrv.oro. ICO rewlecseF¢.oro fA1 �®li1AI L'QAV�.t\\\
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 t, (4) Into base truss TC or (1) 28PB
wave piggyback plate plated to the piggyback
truss TC and attached to the base truss TC with
(4) 0,120'x1.375' nails, Note. Nailing thru holes of
wave plate Is acceptable.
x In addition, provide connection
with one of the following methods)
Trulox
Use 3X8 Trulox plates for 2x4 chord member, and
3XI0 Trulox plates for 2x6 and larger chord
members. Attach to each face @ B' o,c, with (4)
0.120'x1,375' 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
(01 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 02, full chord depth scabs (each face),
Attach @ 8' o.c. with (6) 10d box nails (0.128'x3')
pper scab, (3) In cap bottom chord and (3) In
base truss top chord. Scabs may be staggered
4' o.c. Front to back faces.
28PB Wave Piggyback Plate
One 28PB wave plgggyback plate to each face
@ e, O.C. Attach teeth to piggyback at time of
fabrication. Attach to supporting truss with
(4) 0.120'xl.375' nails per face per ply.
Piggyback plates may be staggered 4' o.c. front
to back faces.
SPACING ' 24,0'
REF PIGGYBACK
DATE 10/01/14
DRWG PB160101014
n
Hip Frame Details Hip Frame
\.Inv. n41— 13-1
2:
'R'
xthed
Use
this detail
for:
ASCE
7-10,
180
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
C,
or
Hip Frame - provided by truss manufacturer.
ASCE
7-10,
160
mph,
30'
Mean Hgt,
Partially
Enclosed,
Exp
D,
or
Hip frame is designed to provide bracing for flat top
ASCE
7-05,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C, or
chords of hip frame system where indicated. Flat top
ASCE
7-02,
140
mph,
30'
Mean Hgt,
Partially
Enclosed,
Cat
II,
Exp C,
chords of -stepped hip system must be So, Pine lumber,
Residential,
Wind
TC
DL=4,2
psf, Kzt=1,00
Structura anels must be properly attached directly
f41!hhr ,ins,
To hint\\ _
oVURNISH T READ AND FnLLOV ALL NDTES RS THIS DRAVINGI
wwINpQtTANT. FURNISH THIS .RAVING TO ALL ALLNEITCTORS INCLUDING THE INSTALLERS.
^ 5i7", �C ElVq /,q _�
L I�
REF HIP FRAME
DATE 10/01/14
fer to and
fallorsthe latestses a¢dltlonnofcBCSI CBUM1tlIrgre in nCo^p n¢ntlScfatypinf rna lanUnby TPiand hand SBCA)afor safety
practices prior to performing these functions. Installers .ittenparoryy braclng BCSI.
��
N
l
s
provide per
Unless noted otherwise, top chord shalt hove properly attached structural .`h..thing and bottom chord
-
=
DRWG HIPFR1801014
�I =1�
a IILIrP7- I IM
shalt hove a properly attached rlgld celti g. Locations shown for permanent later., r¢str.lnt of ebs,
J or Det .s unless no Apply plates to each Pnca
shn„ hove bracing Installed per BCSI sections the
of truss and position as shorn above and .n the Joint Deto0.s, unless noted otherwise.
_
Refer to dr..ings 160A-Z for standard plate positions.
S A E OF
AN iTW COMR4NY
Alpine, . dvW.. of ITV Building Components Group Inc shall not he responsible for any devl.tlon from
this drartlg, nny fal,ure to build the truss In conformance with ANSI/TPI 1, or for MndUng, shipping,
5. -P � Q,
~s
hstollatkm 6 bracing of trusses.
A seal on this drawing or cover page UsUng this drawing, Indc.tes ncceptanc¢ of profesdonal
-
i��iC' R . = . 6,
rgkxerhg P lbruty solely for the design aha.n The suitability ..c use of this drowFg\Vi•,�
for any strueturo Is the resparcmRlty of the BuRding Designer per ANSI/TPI I Sect
133B9 Lakelronl Drive
Earth City, MO 63045
For .ore information see this Job's general notes page and these web sites
ffld/ld[1111t
ALPINE- vralpineltw.coni TPD ww%tpinst.orgi SBCA, www.sbclndustry.org) IM —.1-smfe.org
lilt,,\\\
CLR Reinforcing
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 single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type,
Web Member
Specified CLR
Alternative Relnforecement
Size
Restraint
T- or L-
Reinf. Scab Reinf,
20 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
I row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4W
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6()10
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,
(n Center scab on wide face of web. Apply (1) scab to each
face of web,
Member Substitution
T-Reinforcement
Or T-Reinf,
L-Reinforcementi or
L-Reinf.
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 807 of web
member length,
T-Reinf, L-Reinf.
Scab Reinforcement:
Apply 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 807 of web member length.
Scab Reinf,
I I YZ
FI
d
—VARNM" READ AND FOLLOW ALL NaTES ON THIS DRAVMG
ewINPQiTANTww FUPIiISH TKS DRAVM TD ALL CMTRACTORS INCLUDING THE INSTALUMS.
Trusses require extreme care In fabricating, hanming, " ing, Installing and bracing. Refer to and
follow the latest emtion of BCSI CBu0.mnp Component Sofaty Infornotlon, by TPI and SBCA) fop safety
practices prior to per io 1N 0 these functions. Installers shall provide temporary bracing per BCSL
unless noted otherwise, top chord shall have properly attached structurm sheathing and bottom chord
shall have a properly attached rigid ceiling. Locations shorn far permanent lateral restraint of webs
Choil have bradrg Installed per BCS[ sections B3. H7 r BID, as applicable. Apply plates to each face
of tr��� and PP sition hn.n above and on the .mint Details, untess noted otherwise.
�t�„ �q '^•4y
��`` ���.. q� �i,
;�` T .
LOP ��+�%�( '�
`.1` % �iA�
`,•
./J!`'''d
TC LL PSF
TC DL PSF
C DL PSF
BC LL PSF
REF CLR Subst,
DATE 10/O1/14
DRWG BRCLBSUB1014
IILII`�
AN ITWCOMPANY
Earth 1y. MO 3045Drive
Earth City, M0630d5
Refer to drawings 160A-Z for standard plate positions.
Alpine, division of ITV Building Components Group Inc. shall t be responsible for yy deviation from
this drawing, any foRure to build the truss In conformance with ANSI/TPI 1, or for handing, shipping,
InstaHotlam L bracing of trusses.
A seat on this drawing or cover page listing this drawing, Indicates acceptance of professional
ergheering responsibility solely For the design Mown. The suitability and use of this drawing
for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect
for more Information see this ,job's
ALPINE- ww OlpImQItw.conr TPI, rrr.tpinst.orpieSECA- www.sbelpndustrv.arpe ICOr rwwl ccofe.oro
_e
}�
.� A of
�t
l'- �,/
.v ("� Io� (Q;
L6
b `
sAEf�u�l�/!ln�.. ntseiti� `��
_
BUT, LD, PSF
DUR, FACE
SPACING
r
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 nailing 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) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nail Into 2x4 members using two (2) rows at 4' o.c., rows staggered.
Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered.
Nail using 10d box or gun nails (0.128'x3', min) Into each side member.
The maximum permitted lumber grade for use with this
detail is limited to Visual grade #1 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie-in loads.
S
L L ON
4' o.c,
Typical
+ O + O + O + O
O + O + O + O +
—I 2' [—
Stagger
+ = Back Face 10d Box (0.128' x 3', min) Nails:
O = Front Face 2x4 Member - Double Row Staggered
2x6 Member - Triple Row Staggered
Nail Spacing Detail
Maximum Member Axial Force
Member
Size
L
SPF-C
HF
DF-L
SYP
Web Only
2x4
12'
620#
635#
730#
800#
Web Only
2x4
18.'
975#
1055#
1295#
1415#
Web or Chord
2x4
e
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#
35054
3835#
Web or Chord
2x6
4395#
4500#
5225#
5725#
Web or Chord
2x4
48°
3460#
3540#
4070#
4445#
Web or Chord
2x6
5165#
5280#
6095#
6660#
Hinlmum
L Distance
..VARNINO.. READ AND FOLLOW ALL NOTES ON THIS DRAVINGI \'v - �-. 'r/`` 1✓
..DIPORTANT.. FLIRMSH THIS DRAWING TO ALL CONTRACTORS INMUDMG THE INSTALLERS (; A, �'Ay� ✓✓ REF MEMBER REPAIR
Trusses require extreme care In fabricating, handling, shipping, Inslal6ng and bracing. ReFcr to and ` �l�E/ys ✓!a
Pallor the latest etAtlon of SCSI (Building Conpanent safety infarmatmn, by.TPI and SBCA) for safety �' "� DATE 10/01/14
practices pant to .I-. top
these functions. Installers shag strum¢ temporary bracing per Bah N''.%r2 `'/� DRWG REPCHRD1014
Unless noted ro erty attached top chord shall have properly attached per... nl sheathing and hotton shot
shall hive a properly ailedpSCSI cectio Locations shorn far permanent lateral restraint of ebs ,y
I7 ��I� I1I� chaff have bracing installed per SCSI sections the
J r BIB, s applicable. Apply plates to each face �� K
Q III Ili O IllllllJJlllll\\\\\VVVVVVI [III III F�� f truss nd position as shorn above and on Lhe Joint Deta0.s, unless noted otherwise. Q
Refer to an
160A-2 for standard plate positions. TE OF
Alpine, dlvislon of ITV Building Components Group Inc shall not be responsible for any devtatlon from �'�
rarin In failure to build the truss conformance rith ANSI/TPI 1, or for ha
AN (1Y/OOMPANY this dnd ng, ships ng,
hstallatlon i( hracing F trusses. j�O p 1 tI q
A seal on this drawing cover page listing this dm,Vg, Indicates acceptance f professional rctn O
engineering responsibility solely far the design shown The suitabllty and of this drawing /// (• -.•r f.� ���
13389 Lakelronl Onve for any structure Is the responsibility of the BU dig Designer per ANSI/TPI 1 See.2. y
Earth City, MO 63045 For pore Information see this Job's general notes page and these web sltesi //A//fV 4 ttttt` SPACING 24,0' MAX ALPINE,--tpineltw.comi TPIi—tp1m,t—gI SBCAi rrrsbcindustry.orgi ICG—1-safe.org Ilp %I
STANDARD BOTTOM CHORD FALSE FRAME DETAILS
4' 0' OC MAX. LENGTH TO TRIM FILLER
EXISTING FILLER
- SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL.
- USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE
FRAME CHORDS.
- USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR
FALSE FRAME WEBS,
- LOCATE VERTICALS AT 4'-0' D.C. MAX., OR -SEE NEXT OPTION.
- IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE
STRUCTURAL CHORD, THEN VERTICALS -MAY BE LOCATED WITHIN
+ OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD
(4' MAX. PANEL LENGTH).
x APPLY REQUIRED BRACING (SEE BELOW).
OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX.
FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM
CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS).
XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM
CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE
NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND
LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A
STANDARD FOR BRACING EXCEPT T❑ SAY THAT IN NO CASE MAY THE
BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD,
REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING
FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD
PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME
CHORD AT 10'-0' D.C. IF THERE IS N❑ SHEATHING MATERIAL APPLIED
DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR
CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD
LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX.
SPACING AND 1OPSF MAX. CEILING LOAD,, WITH THE EXCEPTIONS
hlnrrn ❑N THIS SHEET
f USE THIS DETAIL FORr
ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP
:RI❑R BEARINGS AT ANY LOCATION ON THE TRUSS.
)S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME.
3 LOADS CONNECTED TO THE FALSE FRAME.
CHORD APPLIED FALSE FRAMES.
3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL.
TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'),
3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS.
NOTEi 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
CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,
SHOP APPLIED
- USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION.
USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH
VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT,
- IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN
ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, ❑R AN
ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE).
FIELD APPLIED
- PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS,
- CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE
FRAME CHORD, T❑ BE PLACED AT EACH END IN ADDITION TO ABOVE REQ,
- J❑IN 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 (OR ❑SB) GUSSET TO EACH FACE AND
8d NAILS (0,113x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF
DESIRED,
- VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE
(0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF
TRUSS ATTACHED WITH 4 NAILS),
- IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18'
LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH
(6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE
FACE ONLY).
W
�VARNINGREAD AND FOLLOV ALL NOTES DN THIS DRAVDIfd
WNPORTANT>v FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme are h fabrlcating, handling, shipping, InstalUng and bracing. Refer to and
follow the latest edltlon of SCSI (Building Component Safety Information, by TPI and SBCA) far safety
Practices prior to performing these functions. Installers shall provide temporary bracing per BCSL
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom ch.
shall have a properly attached rigid cellblg. Locations shown for permanent lateral restraint of web!
TI ��F� FI�
d
s applicable. Apply plates to each face
B7 r Details,
of truss abr cingpositionIns ll Shaer above and on the Joint ➢etalc, unless te. A ply pl to
shall have bracing installed per BCSL sections the
11111� Illlllllllllll\\\\\VVVVVVI..IIIIII
ReFer to drawings 16➢A-Z far standard plate positions.
AN rrWCOMPANY
t Alpine, a division of ITV Building Components Group Inc. shot( not be responsible for any deviation fr
g, any failure to build the truss In confamancw with ANSI/TPI 1, or for handling, shipping,
Installation L bra rho of trusses.
A seal on this drawing or cover page Ihiting this drawing, bv➢cates acceptance of professional
engineering responsibility solely for the design shown The suitability and use of this d-wing
13389 Lakefront Drive
far any structure Is the respons§ Ahy of the Building Designer per ANSI/TPI I Sect
Earth City. MO 63D45
For more Information see this Job's general notes page and these web sites.
ALPINE, www.atpineltw.com TPI, www.tpinstornl SSCM www.sbctndustrvaroi IC6 w-kcsafe.ara
N
S AIEOF
REF BC FILLER
DATE 10/01/14
DRWG REPBCFIL1014
I'
SCAB 2X4 OVERHANG DETAIL
ASCE 7-05 120 Mph wind, CAT II, EXP C,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00,
ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D,
30.00 ft mean hgt, located anywhere in roof,
wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00.
Minimum 2X4 scab, same grade and species as top chord designated on
Engineer's sealed design and three times the overhang length, Attach
overhang scab to one face of top chord with 10d box (0,128`x3.0', min)
nails at 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.
n ��^ II rC�
d IIL.II� IIUI^\\Vvl 111II (F�—_m
uVARNINGW READ AND FOLLOW ALL NOTES ON THIS DRAWING
—IMPORTANTww FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Instalilng and bracing. Refer to and
follow the latest edition of SCSI (Mating Component Safety Information, by TPI and SBCA) for safety
practices prior to perforning these functions. Installers shalt provide temporary bracing per BCST
Unless no otherwise, top chord shalt have properly attached structurat sheathing d bottom chord
shall have a properly attached Igld telling. Locatbns shorn for permanent lateral restraint of webs
D7 or BIg, as applicable. no dApplyWt plates to each face
shad have bracing Installed per DCSI sections the
f truss nd position s sham above and a the Joint OetaRs, uNess noted therrlse.
Refer to drawings 160A-Z for standard plate positions.
\\• G" _ _ - ..I jr- i
``�` \ �/Y '.
\GGIVS ��
�, F `1'
? =
_ NO
=
TOTAL TOP CHORD
LOAD NOT TO
EXCEED 40 PSF
(DEAD PLUS LIVE)
REF 2X4 SCAB O.H.
DATE 10/01/14
DRWG ❑HSCB2X41014
AN rTW COMPANY
113H9 Lakelronl Drive
inClly. MO H0045
Alpine, a dvlslon of ITV Bullding Components Group Inc. shall not be responsIble for any deviation from
this drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handling, shIppIng,
Instollatlon 6 bracing f trusses.
A seal tins drawing or cover page listing this drawing, Indicates acceptance f professional
ngIneerVQ responsD�Nty solelyFor the design shown. The suitability and use f this d-.L g
For an structure Is the ras ons§Alt of the BuildingDesigner per ANSI/TPI I
For more Information see thisjob's page and these web sltesi
ALPINE. • of Ineltw.comi TPI, ww t st.or general
we—bcindustr r. p .. p g y,arg) 1CG r.rlcorafe.org
S qTE OF
�(t `4V/
rry [[��
i -r® �4 W`OV
'�y'6h - ti. `��
' /3y,' �YONA�
4�, ,\.
DUR, FAC, 1,15/1.25
SPACING 24'